HomeMy WebLinkAboutUNDERGROUND TANK (4)'BAKERSFIELD
FIRE DEPARTMENT
January 23, 1998
FlEE CHIEF
MICHAEL R. KELLY
ADMINISTRATIVE SERVlCSS
2101 'H" Street
Bakersfield, CA 93301
(805) 326-3941
FAX (805) 395-1349
SUPPRESSION SERVICES
2101 'H' Street
Bakersfield, CA 93301
(805) 326-3941
FAX (805) 395-1349
PREVENTION SERVlCSS
1715 Chester Ave.
Bakersfield, CA 93301
(805) 326-3951
FAX (805) 3260576
ENVIRONMENTAL SERVICES
1715 Chester Ave.
Bakersfield, CA 93301
(805) 326-3979
FAX (805) 326-0576
TRAINING DIVISION
5642 Victor Street
Bakerslield, CA 93308
(805) 399-4697
FAX (805) 399-5763
Tim Wilson
T.W. Construction
1111 E. Commonwealth Avenue, Suite E
Fullerton, CA 92831
CLOSURE OF 2 UNDERGROUND HAZARDOUS SUBSTANCE STORAGE TANKS
LOCATED AT 7301 DISTRICT BLVD., BAKERSFIELD, CA. PERMIT #BR-0197.
Dear Mr. Wilson:
This is to inform you that this department has reviewed the results for the
preliminary assessment associated with the closure of the tanks located at the above
stated address.
Based upon laboratory data submitted, this office is satisfied with the assessment
performed and requires no further action at this time. Accordingly, no unauthorized
release reporting is necessary for this closure.
If you have any questions-regarding this matter, please contact me at (805) 326-
3979.
Sincerely,
Ralph E.' Huey
Hazardous Materials Coordinator
by:
Steve Underwood
Underground Storage Tank Inspector
HHW/dlm
cc: Y. Pan, RWQCB
Radford & Radford
B'A'K E R S F I E L D
FIRE DEPARTMENT
February 13, 1998
FIRE CHIEF
MICHAEL R. KELLY
ADMINISTRA11VE SEilVICES
2101 'H" Street
Bake~flek~, CA 93301
(805) 326-3941
FAX (805) 395-1349
SUPffiE~ION SEEVlCES
2101 'H' Street
Bokersflekfl, CA 93301
(805) 3263941
FAX (805) 395-1349
PREVENTION ~EllVlCES '
1715 Chester Ave.
Boke~lcl, CA 93,301
(805) 326-3951
FAX (805) 326-(]576
ENVIRONMENTAL SEIIVICES
1715 Chester Ave.
Bokersfletd, CA 93301
(805) 326-3979
FAX (805) 326-0576
I~AINING DIVISION
5642 Victor Street
8akersflek~, CA 9,3308
(805) 399-4697
FAX (805) 399-5763
Nestle Company
7301 District Blvd
Bakersfield, CA 93313
RE: "Hold Open Devices" on Fuel Dispensers
Dear Underground Storage Tank Owner:
The Bakersfield City Fire Department will commence with our annual
· underground Storage Tank Inspection Program within the next 2 weeks.
The Bakersfield City Fire Department recently changed its City Ordinance
concerning "hold open devices" on fuel dispensers. The Bakersfield City Fire
Department now requires that "hold open devices" be installed on all fuel
dispensers. The new ordinance conforms to the State of California guidelines.
The Bakersfield Fire Department apologies for any inconvenience this
may cause you.
Should you have any questions, please feel free to contact me at 326-3979.
Sincerely,
Steve Underwood
Underground Storage Tank Inspector
cc: Ralph Huey
~RSFIELD FIRE DEPARTMENT
- ENVIRONMENTAL SERVICES
1715 Chester Ave.,
Bakersfield, CA 93301
(805) 326-3979
TANK REMOVAL INSPECTION FORM
FACILITY ~(~34(e ~.~ drea~ ' ADDRESS 730! n[5~,~
OWNER .~ PE~IT TO OPE~TE% ~-
CO~CTOR ~. W. ~na4~c~t~,~ CO,ACT PERSON
~BO~TORY ~,,,, ~ ~,l~,J,~ ~ OF S~PLES ~-'~ ~
TEST METHODOLOGY %%5 ~ ~L~'(
PRELI~NARY ASSESSMENT CO. ~W. ~n~r~$ACO~ACT PERSON
PLOT PLAN
CONDITION OF TANKS
A¢¢i~t
CONDITION OF PIPING
CONDITION OF SOIL
DATE
0CT-22-1997 11:14 T.W. £ONSTRUCTION 714 44? 1082 P.02
~4,~'~~ CITY OF BAKERSFI~D
OFFICE OF ENVIRONMENTAL SERVICES
1715 Chester Ave,, Bakersfield, CA (805)326-3979
PERMIT APPLICATION FOR
REMOVAL OF AN UNDERGROUND STORAGE TANK
SiTE INFORMATION
,~£-r~si~le' "Ice Cream' ADDRESS~_30!.Distri.c~ Blvd ZtPCODE~~N
FACi~T~NA~(~]~e CROSS STREET
'rANK OWNE~OPERATOR N~[l.e' Ice Cream Cn PHONE NO. R~G 3qg-aR72..
MAll.lNG ADDRE~ 7301 DiLtrict Blvd, Cl~Rak~r~f~ald ZIP~
CONTRACTOR INFORMATION,
COMPANY.T_, W..~onntrurfiOn PHONE NO. Z14 447-4780. LICENSE NO. ~
ADOAE$S 1.lll E Commonwealth Ave., St~..E C]~ Ful lertnn ZIP~
INSURANCECA~jER State Fund ' WO~NS COMP NO. 22,9~79 Un!.t .Q013896.
PRELIMINARY ASSF~MENT INFORMATION_
COMPANY-T. W.. ~0nstruction PHONE NO, Above LICENSE NO, Above
ADDRESS CITY , . ZiP
INSURANCE CARRIER WORK]HENS COMP NO.
TANK CL,.~ANING iNFORMATION
COMPANY As AboVe PHONB NO.
ADDRESS CITY
WASTE TRANSPORTER IDENTIFICATION NUM~E[~ CI~D 00_06860308
NAME OF RINSA~ DISFOSAL FAC[UTY Crn~.by &_flvpt~nn _
FACILITY IDENTIFICA~ON NU~ER CAD 0~840919
zte~
TANK TRANSPORTER.. INFORMATI[ON
COMPANY Thomas Crape & Trucking PHON~NO.7~,4 556-18.3q LICENSENO. 0216
ADDRESS 18851 Stewart St. ClTY Huntinoton Beach
TANK oESTINATION We§Cern Metal RecyCl lng, Bakersfield,~Ca.
TAN K IN FO RMAT[O N
CHEMICAL DATES CHEMICAL
TANK NO. AGE VOLUME STORED STORED PREVIOUSLY STORED
I 10+ 1OK Diesel Unknown Unknown
_ ~_ ..... 10+ 1~ Diesel Unknown Unknown
J APPLICATION DATE
THIS APFLICATION IJECO,ME A, PERMIT WHEN APPROVED
0CT-22-1997 11:15 T.W. CONSTRUCTION 714 44? 1082 P.05
T. W. Construction
Site Specific Safety Plan
Underground Storage Tank Removals
1. SITE NAME:
Nestle' Ice Cream Company
2. SITE ADDRESS:
3. FACILITY DESCRIPTION:
7301 District Blvd.
Bakersfield, Ca.
Manufacturing Facility
4. SITE SAFETY OFFICER:
5. DESCRIPTION OF WORK:
6. SITE CONTAMINATES:
Tim Wilson
UST removals
Review the below information for all the TPH associated
chemicals listed below. If the chemicals are not listed
below, you must enter the hazardous property information in
the spaces provided in the appendix.
CHEMICAL SOIL
Crude Oil
Diesel -X--
Gasoline
Waste 0il ....
7. ACTION LEVELS:
Respiratory Protection
Level D.
Level C.
Level B.
AIR WATER
Air Readings
0 to 50 .PPM
50 to 1000 PPM
over 1000 PPM
T.W. Construction
Site specific safety plan
Underground Storage Tank Removals
Page Two
8. MINIMUm4 PERSONNEL PROTECTIVE EQUIP~4ENT
A. Hard Hat
B. Safety Glasses / Goggles
C. Long pants with shirt
D. Gloves
E. Steel toe safety boots
F. Ear Plugs / Ear Muff
9. EXPLOSION HAZARD
Ambient Air Reading
Action
0 to 10 % LEL
Continue work with
caution
11 and above % LEL
Discontinue work and
purge tank with inert
material.
10. OXYGEN DEFICIENCY
<19.5 %Oxygen
Leave area immediately
11. OXYGEN ENRICHED
> 21% Oxygen Leave area Immediately
12. SITE CONTROL / WORK ZONES
Describe or mark out exclusion zone, contamination
reduction zone, decontamination zone and support/ clean
area.
13. DECONTAMINATION PROCEDURES
Personnel, wash face, hands at break times, lunch
and when leaving site. NOTE: always shower as soon as
possible when you arrive at home. Never allow
contaminates to come in contact with your body, if
contamination occurs clean immediately.
14. SITE RESOURCES
Drinking water
Telephone
Radio
Eye wash / first aid kit
Fire extinguisher
Crew truck
'Supervisors truck
Supervisors and crew truck
Crew truck
Various locations on site
0CT-22-1997 11:16 T.W. CONSTRUCTION 714 44? 1082 P.05
T.W. Construction
Site specific safety plan
Underground Storage Tank Removals
Page Three
15. EMERGENCY PHONE NUMBERS
Ambulance 911
Police 911
Fire 911
Hospital 805-663-6000
16. EMERGENCY HOSPITAL ROUTE
Mercy Hospital 400 Old River road, Bakersfield Ca. Exit
site westbound on District north on Gosford Rd., west
on White Lane, north on Old River road to 400 Old River
Road , see emergency room
attendant.
17. ~CHANICAL HAZARDS
Keep clear distance fro~ all working equipment, and keep
eye to eye contact with equipment operator. Follow all
standard T.W. Construction safety standards in its
SB198.
18. UTILITY HAZARDS
A. Obtain Dig Alert Reference number and if no
nt%mber is available no work is to be done.
B. Mark all utilities and hand di9 for positive
location identification as required.
19. NOTE ANY ADDITIONAL POTENTIAL SITE SAFETY HAZARDS NOT
IDENTIFIED IN THIS PLAN.
Heavy equipment traffic from plant operation.
0CT-22-1997 11:16 T.W. CONSTRUCTION 714 44? 1082 P.06
Signature
Printed Name
Date
L0722 ARROW ROUTE
~UITE 116
.tANCHO CUCAMONGA,
91730
9Q9/941-0167
0CT-22-1997 11:16 T.H. CONSTRUCTION 714 447 1082 P.0?
'. ~,1t__.~_ t~h--~-,l~' .'.:..:~.~!F.~~~~:!.~S~.~K~C~. i .. ~..../......,',.. ':.'.":-':y'.:.": .5. ~:..:;.::.:.¥..'.:;';/.~:,:..~:::..... .... :::::::::::::::::::::::: ::::: ....... "'' '" .:....: ..... :..L:..:"" ' . ...~1o/o 9 / 9 ~ . ~v~ o~T~ o,~.~,,~,~ '
,~ '~:~a ................................................................ TI]]SCE~T~I~ATE ]S"I~UEb AS A MATTE~ OF INFO~AT[O~ ONLY
~G~ I~S~C~ ~RV~C~ CONFERS NO RIGHTS U~N 'FILE CERTI~CATE HOLDER, TIiIS CERTIFICATE
DOES NOT ~MEND, EXTEND OR AI,TER TIiE COVERAGE AFFORDED BY TItE
POLICIES BELOW.
COMPAN~S AFFORDING COVERAGE
CA
92631
T.W. CONSTRUCTION
1111 E COMMONWEALTH AVE
I?ULLERTON, CA.
COMPANY
L.',,~ AGOLDEN EAGLE INBURANCE CORPORATION
COMPLY
mT~ C
~"1~.15 IS TO CERI'[Pf_T~ THE I~LIC[ES OF IN&URAN.C~ 1.J$'rED 8~.LOw HAVE BEEN ISSUED TO THE INSURED NAMED/=~BOVE FOR THE t~LIC¥ PERIOD
CO~ED
~ ~x~o CCP 493394-00 35/13/97 ~s/13/98 ~ slO00000.
X ~ A~ BODILY ~Y
G~GE L~
PRO~I'Y
& X ~~ ~XC 493394-00 10/09/97 05/13/98 ,~ ....... s
~ PROP~R~Y CCP 493394-00 05/1~/97
~E~TLE ICE CR~ COM~Y IS BEING N~ED AS ADDITIONAL INSURED
.~ESTLE ICE CREAM COMPANY
7301 DISTRICT BLVD
3AKERSFI~LD, CALIF-
)3313
CANCEI,I,A'HON'.:.'""'' ' '"i '.:' .. " ."
SHOULD ANY OF THE ABOVI~ DESCRIBED POLIC1E3 BE CANCEI.LI-'D BEFOR.E THE
F. XI'IRATI(JN D^'I'I% 'Il-il!RI!(}[?, THE I$~UlNci L'OMt'AN¥ WII..I, I-.NI.)I?.AV()[( '['O
M~%I~-0 DAYS WRI'I'FI,.'N NO]IC~ TO 'lll[~: CI,:R'I'IFICATI[ HOI.DI,:R NAMIiI)TO THIi
LEFt, B1JT [;AI I..tlRF TO MAIl. SUCH N0~'~'I¢:I,; SI. IAI i, IMI.'O.%I.,::NO ()1%11(;AT1ON (IR
l.IAJ'iJJJ'l'¥ ()F ANY KIND III'nON l'~l.~ ~/~.MI'ANY, I'l'.~ Af;F.N'KI OR RI':PRI'L~I,:N'I'A'I'iV[,i%
<, ,,'~.,...yv .... ~
0CT-22-1997
· COMPENSATION
, INSURANCE
11:17 T.W. CONSTRUCTION
714 447 1882 P.88
P.O. BOX 420807, SAN FRANCISCO. CA 94142-0807
N D CERTIFICATE OF WORKERS' COMPENSATION,INSURANCE.
:. OCTOBER 1~, I~7 ,., ~ '.'.-.. ..... :,. ,y.,i,., ...... ' ',:' '~bDC~:'~'U'I~BER:,'"""2~-9-97 UNIT 0013896
... "' .... .' : .... ' ..... cERTI'~ICATE"='E~'~I'hES:=" l~ 1-ga=
...h. , , " , '"/: ""'::' "' '.: ~ ' )"" " "; ['':'': ""'":"~'"':~:,,,?:? .'::,.: ~f:....~ ~"'
, ,.,, , :.., : ,:::';,:.: ..... .,,.,: ~
:":. ~ ,' ,, ,,,,,, .,,., ..' ,, ..... , ,
' , ,, , :,. ,,.. , - : .... ,. . .... '. :: i:,,. ,', ,: ':=':./i:"%b..:./. ,',: ,.,
':.:' :.: ~ESTLE ICE CRE~ ..... .:... . . ,.. .
... ...... ..... v .... '?..,...'~ :%:.:,.),.:,:.'i~,:f.,..=:,: ... ...,:
.'",'":,' "&TTE~TIONI TO~' HEN'EY" ,:: '..:'. ........... ~ ....... ~ : ...... "". .... :':,..::.:,~?.i:~...':":...;:? ...'.:.',....,.y.. ..
',:..:;.'.: 73e[ o[sT~c~ ~O~L[~.' :'" ..... "="?" ::'" ~''' ": ?: '""" ~ "~=,':~'":=':-:':".'.".:':":'..'" ..........
. . . , ....... .: ....: ...... ............. ,.:::.:;: [~,' ....... .:
'.:':i. BAkeRSFIELD CA 93313 .:..'..,...',' .". '.::':..:' JOB: ' ~E .....
. ':."/]'..
L
."' T~is is to ce~ ~at we have issued a v~id Workem' Compensation i,surance policy in ~ form approved ~y the California
"". ~n~u~nce Commi~ioner ~ the employer named below for the policy perbd indicated. '
.. ' .:........ . . .
,.'.;:~i~ po~ia~ ~s",ot'~u~le~t to c~c~,~ii~ ~'~, F~ ~ce~i ,~o~ t~ d~,' ,~,~e ~ri~e, ~oti~~ to t~,
-, ~e will also give you TEN days' advance notice should ~his policy be cancelled prior to its normal expiration,
This ce~ificate of Insurance ts not an i~sur~nce policy and does not amend, e~end or ~lter the coverage afforde~ by the
policies listed herein. No~ithstanding.any requirement, .tem~, or condition of any contra~ or other document with
i~pect to which th(g::'"ce~ificate o~' i'6s'~e~nce may".~' iS~ue~' or may pedai'61, t~e insu[a~6~::"aff6tded by ~h~ policies
describe~ herein' ~ ~Ubje~ to all t~.[~S,.'~cI.Hsi~'~d' ~'~ndi$i0.n~. of suc~ ~ i.ci~. ..:':..,..':.;,:. ? ~.,.,:.~:...:.:..;.:' ',:,, .".. .
.1......:....../....,.,.:..:,.. . ':,!':::'::.:.;'~;?:'. '...: ::::..: '.:....". ,: :..:...:71 .:...:.. < :... .... :.' ::.......: .:.....: ......::....: '.: ...:...:.: ........ . ..
..i..:::..:....~l."....' ..:.::':".:";:.~::',[:..".':.'..[:::,:.!: ' :i'.". ;,' .'.'...:"(.:".. ' ': ........ .: ::.':. .::': .' :::.'.. ... . .... :..
.." ' ""::'?.L .: "" .;.. '::::'.':
au,,omz~ ~a~s~,a~q~:'""[":..'.~;~' "' :: ..... .' '].':. ....... ...:. '?' ".?'"?'.':'"':::?;' ':~"
~I~T
EMPLOYER'S LIABILITY:"::LIMIT INCLUDING'. DEFENSE COSTS: $1;'000, 00~=''' PER "OccuRREnCe.
'E~DORSEM£NT '#0015 ENTITLED ADDITIONAL INSURED EMPLOYEE EFFECTIVE
10/10/97 IS.ATTACHED TO AND FORMS A PART OF THIS POLICY.
NAME OF ADDITIONAL INSURED: NESTLE ICE CREAM
F
EMPLOYER .
~ILSON, TIMOTHY WAYNE
DBA: T W CONSTRUCTIOM
1111 EAST COMMOt]WEAI,,TH
..'..FULLERTO}~ CA 92831
0CT-22-1997 11:17 T.W. CONSTRUCTION 714 447 1082 P.09
, '. . ..... .~.'' .· . .', . . :' .'.';¥~ . . '. '*~.,,~. '[ ~' .- '... :.'~.~:'r' *.,/.~.-..-.'~?;:'.:=
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' .:.. ": ~','?,:,,'-*: 2.~'::' ,. '. ',; ~ ~,' · .~', ' : ' ' -'" '
':' 'i:,',,,' ?:" ......... ""' ' ': "' ~'"'?~": ':; .... '" "'"'~' '":'"'""""'""*' '''?' "'~ '
' :.. . ' ~:. -"-' ':' '.'~: .""'- . . ' ' ~.'-."*..r,~" ':.:'.w."'. ;, ~. ',,~...-...:.., · . . .'.i~:=''?~. . ' "'
· .';.i" , . · .' :.%,;:l'.~;L-f;5 .L?,~?' .: :~"~'~.':~'~,)~.2.: J:.'-'?...~'.:;.. [.,:. ' . ' . . '.' '.; ~'...:~ ~.,~, '. ~.:.'~'..~..'...?.,-'.'
~ADFORD & RADFORD? ~C.
Samplin~ shall be conducted at the cimeof tank removal.
NiCrile Or other gloves shall be worn as aPPropriate.
O2~
Use a epl'it*barrel core ~m~ler (modified CaZi£oru/a
sampler or a Shelby TUbe) with s~ainless $~eel or brass
cylinclers;
No head space shall be Permitted in the cylinde=s;
Cover cylinders with ~oi! or Teflon, ca~ wi~b
polyethylene lid, tape, ~nd l~bel to id~nti~y bOriZ~ or
maple number, time of sampling, dace, and depth:;
Sable number mus~ correla=e wi=h all references
£nclud/~ c~inoof-cuecc~y, lab r~Cs, site plot ~lans,
etc.;
mlace sample in an ice chest cooled
natural ice (a.t
~st~ ~cocol co a ~l$~o~ia-certifi~
~i~nc ~cwe~ u~l~ ~d ~8h wi~h
wa=er;
Pollow proper chain-of-custodyprocedures;
i. Laboratory analyses muscle conducted within the allowed
holdin~ cim~ (~nerally wt=~in 14 C~a~e),
a. Sample should be collected as close Co undi.cur~ as
jar in~o ~he soil;
T.W. CONSTRUCTION
Soil Sampling Protocol
Page 2
714 44? 1082
R~RD & RAD~ORD,
NO headspace is permitted in ~he sample container;
seal the sample container:
· Cov~r the cylinder ends uith ffotl nr Teflon, cap
w~ ~2, ~0~e, and la~el as alx~ve,
· Close jar with a Te~l~-l~
~d p~ce 2n a plastic z~p-~o~
Place sample into an ice chest cooled with blue ice or
~ur~i ice (a~ 4 de~rees C) for deliv~under chain-of-
c~sto~y protocol to a California-certified l~b~ra~ox~
Follow ~roper chain-of-custody procedures;
Laborato~should receive the sample°nche same day that
~C iS collected, ~£~o~ible, but certe~u~y with 24 ho=rs
oE sau~lin~
Laborator~ must conduct =he analyses within the 'allowed
holdin~ =ime, 9e~erall¥ within 14 days.
P.11
TOTRL P. 11
APPLICATION ~. '~·
BAKERSFIELD FIRE: DEPARTMk~,~*''
BUREAU OF FIRE PREVENTION~
'In conformity.with'prOVisions of. pe 'codes
by:.: .. · .~ -' (..
to display, store,, install, use, operate, sell or handle materials-.or~::
ditions deemed ,hazardous to life or property as follows:-
'(,) ~ .~ ~
Perm~ ....... .]..0.. &/..../..~..?. ....................
Date
:'con-
Authorized 'Representative '
NESTLI USA, INC.
Bakersfield Fire Department
1715 Chester Avenue
Bakersfield, CA 93301
Attention: Hazardous Materials Coordinator
800 NORTH BRAND BLVD.
GLENDALE, CA 91203
TEL. (818) 549-6000
FAX (818) 549-5840
LEGAL DEPARTM'ENT
February 13,1995
RE: Certification of Financial Responsibility
Gentlemen:
Enclosed is a Certification of Financial Responsibility which is being filed on
behalf of Nestl~ Ice Cream Company. Previously, the Certification of Financial
Responsibility applicable to the two USTs in question was filed under the name 'of
Nestl~ Food Company dba Tomorrow Foods. In January of 1994 the ownership of our
Nestl~ facility at 7301 District Blvd. was transferred from Nestl~ Food Company to
Nestl~ Ice Cream Company; hence, the current filing under the latter entity's name.
Please let me know if you have any questions regarding the foregoing.
Very truly yours,
Malcolm C. Ewing
Senior Counsel
Enclosure
ME/RA/2-13/ME295003
Nestl~ Beverage Company Nestl~ Brands Foodservice Company Nestl~ Food Company
Nestl~ Frozen, Refrigerated & Ice Cream Companies, Inc. Wine World Estates Company
FIRE DEPARTMENT
M. R. KELLY
FIRE CHIEF
"WE CARE"
January 30, 1995
WARNING!
1715 CHESTER AVENUE
BAKERSFIELD, 93301
326-3911
CERTIFICATION OF FINANCIAL RESPONSIBILITY REQUIRED
2 i 5-000-001407
NESTI_E COMPANY
'7301 DISTRICT BLVD
BAKERSFIELD, CA 93313
Dear Underground Storage Tank Owner:
'Our records indicate that your business does not have a Certification of Financial Responsibility on file with this office.
Please forward either a copy of your existing State approved mechanism to show financial responsibility or else
complete the attached Certification of Financial Responsibility form.
An attached letter from the State Water Resources Control Board lists the approved financial responsibility mechanisms
required to pay for corrective actions resulting from leaking underground fuel tanks.
Remember, most tank owners only have to show financial responsibility for at least $10,000 of clean up liability. The
Underground Storage Tank Clean Up Fund (USTCF) may be used as the mechanismto cover the remaining accidental release
liability.
The total amounts of financial responsibility required (check boxes from section A of form) are as follows:
If you don't sell product from you tanks, and you pump less than 10,000 gallons per month,
check "$500,000 per occurrence". Else, or if you are in the business of selling from your
tanks, check "1 million dollars per occurrence".
For owners of 101 or more petroleum underground storage tanks, check the'2 million dollar
annual aggregate" box. All others need only check the "1 million dollars annual aggregate'
box.
Please be aware that failure to provide the financial respo'nsibility document to this office within 30 days will result in
your Permit to Operate being revoked. (25285.1 (b) California Health & Safety Code). '
If you have any questions, or would like hemp in completing the Certification of Financial Responsibility, please contact
Howard Wines, Hazardous Materials Technician, at 32§-3979.
Sincerely,
Hazardous Materials Coordinator
REH/dlm
CITY
of BAKER SFIELD
"WE CARE"
January 30, 1995
WA R N I
CERTIFICATION OF FINANCIAL RESPONSIBILITY REQUIRED
215 - 000- 00 i 407
NESTL. E COM?ANY
'7301 DISTRICT BLVD
BAKERSFIELD, CA E~3313
Dear UndergrOund Storage Tank Owner:
Our records indicate that your business does not have a Certification of Financial Responsibility on file with this office.
Please forward either a copy of your existing State approved mechanism to show financial responsibility or else
complete the attached Certification of Financial Responsibility form.
An attached letter from the State Water Resources Control Board lists the approved financial responsibility mechanisms
required to pay for corrective actions resulting from leaking underground fuel tanks.
Remember, most tank owners only have to show financial responsibility for at least $10,000 of clean up liability.. The
Underground Storage Tank Clean Up Fund (USTCF) may be used as the mechanism to cover the remaining accidental release
liability.
The total amounts of financial responsibility required (check boxes from section A of form) are as follows:
If you don't sell product from you tanks, and you pump less than 10,000 gallons per month,
check "$500,000 per occurrence". Else, or if you are in the business of selling from your
tanks, check "1 million dollars per occurrence".
For owners of 101 or more petroleum underground storage tanks, check the "2 million dollar
annual aggregate" box. All others need only check the "1 million dollars annual aggregate"
box.
Please be aware that failure to provide the financial responsibility document to this office within 30 days will result in
your Permit to Operate being revoked. (25285.1 (b) California Health & Safety Code).
If you have any questions, orWould like help in completing the Certification of Financial Responsibility, please contact
Howard Wines, Hazardous Materials Technician, at 326-3979.
Sincerely,
Hazardous Materials Coordinator
REH/dlm
CERTIFICATION OF FINANCIAL RESPONSIBILllY
FOR UNDERGROUND STORAGE TANKS CONTAINING PETROLEUM
I am requixed to demonsu'~m F'mancinl Responsibilit7 in the mquixed amount- as specified in Section 2~07, Chapt-r 18, Div. 3, T[tlo Z3, CCI~
~--~ 500,000 doom per o~'urren~ ~-~l minion doom annual ag~eSate
or AND or
Nestle Ice cream Company
Art/cie 3, Chapter 18, Division 3, T'[tle 23, California Code of Regulations.
The mechanisms used to demonstrate financial responsibility as required by Section
hereby certifies that it is in compliance with the requirements of Section 2807,
Letter of Wachovia lBankfo.f NC, N.A. LC968-006421
2807are as fOllows:
~1,000,000
Credit/
Standby
Trust A
Agreement
~er occurr
;1,000,000
mnual
~ggregate
~nce
Continuou
Yes
Yes
Note: If you are using the State Fund as any part of your dernonstration of financial responsibility, ~our execution and submi~s~n
of thb certification also certifies that you are in cornDliatlce with all corlditions for participation in the Fund.
O.F--~,~mo 7301 District Boulevard
Nestle Ice Cream C~pany Bakersfield, CA 93313
F~flit~Nam°
Fa~ltTName
Malcolm C. E~in§, Senior Counsel
2_. -/3
-/$ - 96-
Kara K. Hegyood
INSTRUCTIONS
CERTIFICATION OF FINANCIAL RESPONSIBILITY FORM '
PLease type or print cLearLy aLL information on Certification of Financial Responsibility form. ALL UST
facilities and/or sites o~ed or operated may be Listed on one form; therefore a separate certificate is not
r~ired for each site.
DOCUHENT INFORHAT[ON
A. Nmu~t Required
B. Name of Tan~ Ot~e~
or Operator
C. Nechanis~ Ty~e -
Name of Issuer -
Iqechanism N~mber -
Coverage Period -
Corrective Action -
Third Party -
D. Facility -
Inforaation
E. Signature Black -
Check the appropriate bexes.-
Full name of either the tank owner or the operator.
Indicate which State approved mechanism(s) are being used to show financial
responsibility either as contaig in the federal r~uLations, 40' CFR, Part
S~rt H, Sections 280.90 through 280.103 (Se Financial RponsibiLity Guide, for
more information), or Section 2802.' Chapter 18, Division 3, TitLe ~, CCR.
List alt names and addresses of c~.~canies and/or individuals issuing coverage.
List identi~n~ n~aber for each mechanism used. ExampLe: insurance policy nt~ber
or file nunber as indicated on bond or doctxaent. ([f using State CLeanup Fund
(State Fund) Leave blank.)
Indicate amount of coverage for each type o( mechanism(s). If more than one
mechanism is indicated, total must equal lOOg of financial responsibility for each
facility.
Lndicate the effective date(s) of aL[ financial mechanism(s). (State Fund coverage
~ouLd be continuous as Long as you maintain compliance and remain eLigibLe to
continue participation in the Fund.)
indicate yes or no. Does the specified financial ~echanim provide coverage for
corrective action? (if using State Fund, indicate .yes-.)
indicate yes or no. Does the specified financial ~echanism provide coverage for
third party compensation? (If using State Fund, indicate "yes".)
Provide aLL facility and/or site names and addresses.
Provide signature and date signed by tank o~nor or operator; printed or typed na~e
and title of tank o~ner or operator; signature of witness or notary and date
signed; and printed or typed name of witness or notary (if notary signs as witness,
please place notary seal next to notary~s signature).
I~ere tokai[ Certification:
PLease send original to your Local agency (agency ~ho issues your UST pemits).
certification at eaci~ facility or site Listed on the form.
Keep a copy of the
guestions:
If you have questions on financial responsibility requirements or on the Certification of Financial
ResponsibiLity. Form, please contact the State UST CLeanup F~n~ at (916) 739-24~5.
Note: Pe~att FaiLure to CompLy ¥ith Financial Res~-~ibitity Requirements:
FaiLure to comply may~esu[t in: (1) jeopardizing cLain~nt eLigibiLity for the State UST CLeanup Fund, and
(2) LiabiLity for civi[Xt~ena[ties of up to $10,000 doLLars per day, per underground storage tank, for each
icte ?, Section 25299.76(a) of the CaLifornia HeaLth and Safety Cede.
CITY of BAKERSFIELD
"WE CARE".
FIRE DEPARTMENT.
M. R. KELLY
FIRE CHIEF
NESTLE COMPANY
7301 DISTRICT BLVD
BAKERSFIELD, CA 93313
October 20, 1994
1715 CHESTER AVENUE
BAKERSFIELD, 93301
326-3911
Dear Business Owner:
This notice serves as a reminder that owners of underground storage tanks must
be registered with the State of California Water Resources Control Board and renew that
registration every five years. Our records indicate five years have passed since your last
State registration pursuant to Section 25287 of the California Health and Safety Code.
This means that for state registration renewal you must submit an Underground
'Storage Tank renewal application form, Forms A. B and C completed for each tank at
this facility (forms included) and a state surcharge of $56.00 for each tank. Please make
your check payable to the City of Bakersfield.
You have 30 days from the date of this letter to complete and return these forms
along with the state surcharge to 1715 Chester Ave., Bakersfield, Ca. 93301. If you
have any questions or if we can be of any further assistance please don't hesitate to call
326-3979.
Sincerely Yours,
REH/ed
Ralph E. Huey
Hazardous Materials Coordinator
~ ,nd Hazardous Materials Storage Facility
Issued By:
Approved by:
Bakersfield Fire Dept.
HAZARDOUS MATERIALS DIVISION
1715 Chester Ave,, 3rd Floor
Bakersfield, CA 93301
(805) 326-3979
Ralph E. Huey, Hazardous Materials Coordinator
UNDERGROUND STORAGEi~K INSPECTION
.... Bakersfield Fire Dept.
Office of Environmental Services
Bakersfield, CA 93301
FACILITY NAME /~,~-.'JIL[~._. ~O, BUSINESS I.D. NO. 215-000
FACILITY ADDRESS ~.! ,~<;~ d~l~(~ CITY ~:)~'~.~.J,~' ZIP CODE ~-~..~'/_"~
FACILITY PHONE NO. ~D~ ~O~ ~D~
INSPECTION DATE Prod? Paoduct Producl
TIME IN TIME OUT
In~ ~)"~e I Inst i::)ate -' Inst Date
INSPECTION TYPE: ~)C.
size size size
ROUTINE FOLLOW-UP /~.,! ~,~ !
REQUIREMENTS yes n~6" nlm yes no nlm yes no n/a
la. Forms A & B Submitted
1 b. Form C Submitted
lc. Operating Fees Paid
ld. State Surcharge Paid
le. Statement of Financial Responsibility Submitted
lf. Written Contract Exists between Owner & Operator to Operate UST
2a. Valid Operating Permit
2b. Approved Written Routine Monitoring Procedure
2c. Unauthorized Release Response Plan
3a. Tank Integrity Test in Last 12 Months
3b. Pressurized Piping Integrity Test in Last 12 Months
3c. Suction Piping Tightness Test in Last 3 Years
3(:1. Gravity Flow Piping Tightness Test in Last 2 Years
3e. Test Results Submitted Within 30 Days
3f. Daily Visual Monitoring of Suction Product Piping
4a. Manual Inventory Reconciliation Each Month
4b. Annual Inventory Reconciliation Statement Submitted
4c. Meters Calibrated Annually
5. Weekly Manual Tank Gauging Records for Small Tanks
6. Monthly Statistical Inventory Reconciliation Results
7. Monthly Automatic Tank Gauging Results
8. Ground Water Monitoring
9. Vapor Monitoring
10. Continuous Interstitial Monitoring for Double-Walled Tanks
11. Mechanical Line Leak Detectors
12. Electronic Line Leak Detectors
13. Continuous Piping Monitoring in Sumps
14. Automatic Pump Shut-off Capability
15. Annual Maintenance/Calibration of Leak Detection Equipment
16. Leak Detection Equipment and Test Methods Listed in LG-113 Series
17. Written Records Maintained on Site
18. Reported Changes in Usage/Conditions to Operating/Monitoring
Procedures of UST System Within 30 Days
19. Reported 0nauthorized Release Within 24 Hours
20. Approved UST System Repairs and Upgrades
21. Records Showing Cathodic Protection Inspection
22. Secured Monitoring Wells
23. Drop Tube
RE-INSPECTION DATE RECEIVED BY:
INSPECTOR: OFFICE TELEPHONE No.
FD 1669 (rev. 9/95)
Ke~:County llealth Uepartm~
Divi'sion of Environmental H~'lth
1700 Flower Street, Bakersfield, CA 93305
(805) 861-3636
AG
Bo
'A~_,lcation~Date i'./0k q.- ~',, -
Facility Address'~ol ~sv~cm ~/~Jo.~W~4o Nearest Cross St.
T R SEC
Owner ~--.~v~obJ
Address
Operator
Address
Water To Facility Provided By ~~FI~CD
Soil Characteristics At Facility '
Basis Fo~ Soil Type and G~ound~ate~ Depth Determinations
APPLICATION FOR PERMIT TO OPERATE UNDERGROUND
· -HAZARDOUS SUBSTANCES STORAGE FACILITY ..
Type Of Application (check):
~New Facility ~]Modiftcatton Of Facility ~]Existtng Facility']Transfer. Of Ownership
Emergency 2g-hour contact (name., area code, phone): Days ~d~ ~3{ - ~TJ 0 ~
Nights ~0~' ~31 - g7l o
Facility Nane C~6'F,O~ ~¢~' C~ ~/%Clbl'/ . No. Of Tanks ~
Type Of Business (check): ~Gasoline Station '~ther (describe) [C~ C~
.Is Tank(s) Located On An Agricultural Farm? ~Yes ~No
Is Tank(s) Used Primartl~.For A~ricultural Purposes? ~Yes ~No
(Rural Locations Only)
Contact Person DIc~ -~W=~
Zip 'q3~13 Telephone ~i- ~t
Contact Persog
Zip Telephone
Depth to Groundwater
Contractor {.d/~IVE~IT~ ~E~7,4~)~,~ CA Contractor's License No. ~q~~'
Proposed 9tartin~ Date '/O-~- i~ PropOsed Completion Date ~-/- ~
Worker's ComPensation Certification No. ~i~{6~/o~ Insurer ~lP&~/r~ v~r~.~
If This Permit Is For Modification- Of An 'Existtni Facility, Briefly Describe,
~odlfications Proposed ~/~
Tank(s) Store (check all that apply):
Tank ~ 'Waste Product Moto~ Vehicle' Unleaded
?
Rezular Premium Diesel Waste
[] O O O O
,. [] [] [] [] [] []
Fuel
Oil
Chemical Composition Of Materials Stored (not necessary for motor vehicle fuels)
Tank # Chemical Stored (non-commercial name) CAS # (if known) Chemical P~eviously Stored
/ ' ~/gS~ ~g~ (If different)
Go
Transfer Of ownership /~ "~.
Date Of Transfer ~_ Previous Owner
Previous Facility Name
I,~ accept fully all obligations of Permit No. Issued to
I understand that the Permitting Authority may' review and
modtf~ or terminate the transfer of' the Permit to Operate this underground storage
facility upon receiving this completed form.
This form has been completed under penalty of perjury and to the best of my knowledge Is true
and correct :..
Signature ~ Title P~T~ ~_____-AJC~,~I~_.~ Date /0-~-g7
:?7,Fa.cll~t¥ Name i .... Permz.r No~ .- '..
: ... ~¢~:. · FOR. EACH SECTIO.~, CIIECK ALL APPROPRIATE BOXES
I ' H. .l. %ank i~: []Vaulted [] NonvVaulted ~ Double-Wall [~].Single-Wall 2. Tank Material
i [~ Carbon Steel [-] Stain]'ess' Steel' ~"Pblyvinyl Chloride ~ .Fiberglass-CladTSteel
~ FiberglassrReinforced Plastic ~ Concrete ~ Aluminum ~ Bronze ~Unkno~n
~ Other (describe):
3~..Prtmary Containment -'
Date Installed Thickness (Inches) Capacity (Gallons) Manufactur~
~, Tank Secondar~ Containment
DoubJe-~a~ ~ Synthetic Liner ~ Lined Vault ~ None ~
~anufacturert
'~ Other (describe):
Material ' Thickness (Inches) ~ ~o Capacity (Gals.), ,,
5.~Tank Interior Lining
~ Rubber ~ Alkyd ~ Epoxy ~ Phenolic ~ Glass ~ Clay ~ Unlined ~ Unknown
, ~ Other (describe):
6. Tank Corrosion Protection
~ Galvanized ~ Fibenglass-Clad ~ Polyethylene ~rap ~ Vinyl Wrapping
~ Tar or Asphalt ~ Unknown ~ None' ~ Other (describe):
Cathodic Protecti°n:~ None-= ~_Impressed Current S~stem ~ Sacrificial Anode Sys.~p~
~ DeScribe Syste~ & Equipment:
~. Leak Detection., MonitorlnM, and Interception
a. Tank: ~ Visual (vaulted~t~nks °nl~)'~'Gr°undwater'MOnit°ring ~ell(s)
~ Vadose Zone 'MonJtorinM Nell(s) ~ U-Tube ~ithout Liner
~ U-Tube wi'th/Compatible Liner Directing Flo~ To Monitoring Nell(s)*
~ Vapor Detector *~ Liquid Level~'Sensor* ~ Conductivity Sensor*
~' Pressure Sensor In Annular Space Of Double Wail Tank *
~ Liquid Retrieval & Inspection From U-Tube, Monitoring Well Or Annular Space
~ Daily Gauging & Inventory Reconciliation ~':PeriOdt'd Tightness Testing
~ None ~ UnknoWn '~ Other"~
b. Piping: ~ Flow-Restricting Leak Detector(s) For Pressurized Piping*'
~Monitoring Sump ~ith Raceway ~ Sealed Concrete Raceway
~ Half-Cut Compatible Pipe Raceway '~Synthettc Liner Raceway . ~ None
~Unknown ~ Other .
· Describe Make & Model;.. ~ ~~ ~. ~1o-~k~o~.
Hms This Tank Been Tightness Tested?' ~ Yes
Date Of Last Tightness Test
Test Name
9. Tank Repair
Tank Repaired? []Yes
Date(s) Of Repair(s)
Describe Repairs
10. Overfill Protection
[-] Capacitance Sensor
[] Other:
[] No. ~ unknown
Results Of Test
Testing Company
[] No [-] Unknown
Operator Fills, Controls, & Visually Monitors Level
Tape Float Gauge ~ Float Vent Valves [] Auto Shut'£Off Controls
Sealed Fill Box []
None [] Unknown
List Make & Model For Above Devices
11
Piping
a,
Co
Underground Piping: ~ Yes [] No ~] UnknownMaterial
Thickness (inches) ,!~ Diameter ~"-~ ~ ~ . Manufacturer
[] Pressure Bi suction [] Gravity ApProximate Length Of Pipe Run
Underground Piping Corrosion Protection:
[] Galvanized [] Fiberglass-Clad [~] Impressed Current [] Sacrificial Anode
~] Polyethylene Wrap [] Electrical,Isolation _[-I Vinyl_Wrap [-]Tar or Asphalt
[] Unknown [] None ~Other (desCribe):. ~""S{~ ~DEP
Underground Piping, Secondary 'Containment:
~[ Double-~all .[-] Synth~*ic Liner System [] None [-[ Unknown.
~] Other (describe):
"i::! !: ~ '," . .' TANK.#., ~ ' (FILL OUT SEPARATE FOR~
>' ~, EACH :T~K}~':_...: ':
...~ ~{~ ' 'F~ ~ ~TION, CIIECK ALL APPR~ATE BOXES'-:.''';:'':;?~'~' ........
H. 1. Tank is:' ~ Vaulted ~ Non-Vaulked ~ Oouble-Wall ~.Single-Wall
2.~ Tank ~aterial
~ Carbon Steel ~ Stainless Steel ~ Polyvinyl Chloride 0 Fiberglass-Clad Steel
. ~ Fiberglass-Reinforced Plastic ~ Concrete ~ Aluminum ~ Bronze ~ Unknown
~ Other [describe):
3. Primary Con~ainment
Date Installed Thickness (Inches) Capacity (Gallons) ~anufacturer
. ~" /o, ooo ~~- Co~~
4. Tank Secondary Containment
~ Double-Wall ~ Synthetic Liner ~ Lined Vault ~ None
Other (describe):
Material
Thickness (Inches)
[-] Unknown
Manufacturer:
· ~5'o"' Capacity (Gals.)
5.'Tank Interior, Lining
Fl Rubber [] Alkyd []Epoxy []Phenolic [] Glass [] Clay [] Unlined [] Unknown
, ~ Other (describe):
6. Tank Corrosion Protection
[] Galvanized ~ Fiberglass-Clad [] Polyethylene Wrap [~ Vinyl Wrapping
. []~ Tar or Asphalt ~ Unknown [~ NOne [] Other (describe):
Cathodic Protection: ~ None [] impressed Current System ~] Sacrificial Anode System
[~ Describe System & Equipment:
7. Leak Detection, Monitoring. and _Interception
a. Tank: [] Visual (vaulted tanks only') ~ Groundwater Monitoring Well(s)
[] Vadose Zone Monitoring Well(s) [] U£Tube Without Liner
-[-] U-Tube with Compatible Liner Directing Flow To Monitoring Well(s)*'
~Vapor Detector *~ Liquid Level Sensor* [] Conductivity Sensor
~] Pressure Sensor In Annular Space Of Double Wall Tank *
[] Liquid Retrieval & Inspection From U?Tube, Monitoring Well Or Annular ~pace
~ Da.tly flanging & Inventory Reconciliatl°n [] Periodic Tightness Testing
[] None [~ Unknown [~ Other
b. Piping: [] Flow-Restricting Leak Detector(s)'For Pressurized Piping*
~Monitoring. Sump With_Raceway [] Sealed Concrete Raceway.
[] Half-Cut Compatible Pipe Raceway []Synthetic Liner Raceway [~] None
[-]Unknown [] Other
· Describe Hake & Model:.. (~£~K -~~ /1~o. ~o. ~£~uo,~ ~$o~ .
8. ~auk Tightnes~ ''
Has This Tank Been Tightness Tested?· [] Yes
Date Of Last Tightness Test
Te§t Na~e
9. Tank Repair
Tank Repaired? []Yes [] No
Date(s) Of Repair(s)
Describe Repairs ,
[]Unknown
[] No ~ Unknown
Results Of Test
Testing ~ompany
10. Overfill Protection
[] Operator-Fills, Controls, & Visually Monitors Level
[] Tape Float Gauge ]~ Float Vent Valves [] Auto Shut-Off Controls
-i"""[. Capacitance Sensor ~ sealed Fill Box [] None [] Unknown
C] Other: List M~ke & Model For Above Devices
11. Piping
Material _~
a. underground Piping: ~ Yes [] N~,,. ~ Unknow~
Thickness (inches) ,/~ Diameter ~'t~ Manufacturer·
C~ Pressure []suction [] Gravity Approximate Length Of Pipe Run
b. Underground Piping Corrosion Protection:
[] Galvanized [] Fiberglass-Clad [] Impressed Current [] Sacrificial Anode
[] Polyethylene Wrap [] Electrical Isolation [] Vinyl Wrap []Tar or Asphalt
[] Unknown [] None ~ Other (describe): ~'.$,0~ ,-i~omV~D ~PoXy
.c. Underground PiPing, SecondaryrC°ntainaent:
~ Double-Wall [] Synthe*ic Liner System [] None [~'Unknown
~ Other (describe): ~.
Permit Application Checklist
Facility Na
Facility ~A~d/ress
ApplicatioN Category:
~/ Standard Design
.(.Secondary Containment)
Motor Vehicle Fuel Exemption Design
(Non-Secondary Containment)
Approved
Permit Application Form Properly. Completed
Deficiencies:
3 Copies of Plot Plan Depicting:
Property lines
Area encompasSed by 'minimum 100 foot radius around 'tank(s) and
piping
All tank(s) identified by a number and product to be stored
Adequate scale (minimum l"=16'0".in detail) ~'
North arrow
All structures within 50 foot radius of tank(s) and piping
Location and labeling of all product piping and dispenser
islands
Environmental sensitivity .data including: *Depth to first groundwater at site
*Any domestic or agricultural water well within 100 feet of
tank(s) and piping
*Any surface water in unlined conveyance withi~ 100 feet of
tank(s) and piping
.*All utility lines within 25 feet of tank(s) and piping
(telephone, electrical, water, sewage;'gas, leach lines,
seepage pits, drainage systems)
*Asterisked items: appropriate documentation if permittee
seeks a' motor vehicle fuel exemption from secondary
containment
Comments:
APproved
3 Copies of Construction Drawings Depicting:
Side View ~-~ ~-~ ~-6aiiation with Backfill, Raceway(s),
Secondary Containment and/or Leak Monitoring System 'in Place
Top View.of 'Tank Installation with Raceway(s), Secondary
Containment and/or Leak Monitoring System in Place
Materials L~_st (indicating. those used in the construction):
Backfill- ~ (~,-c,.~.~/ . ' ' '
Tank (s) (.j-~ ;O~D~ 'c%~-.Q- ~~ ~~
Product Piping -'~o~~ ~;~~. ~"~
Raceway (s) ~
Sealer(s)
Secondary Containment
Leak Detector(s)
Overfill Protection~~k
Gas or Vapor Detector(s)
Sump(s)
MonitOring Well(s)
Addi"~ional:
· Documentation of Product' PerfOrmance
Additional
Reviewed By.
Date
SITE INSPECTION:
Comments:
Approved
Disapproved
Inspector
Date
Facility:
Standard Compliance Check
Equipment to be installed:
4 Tank(s), Ft. ot
[~Suction
[-]Pressurized
CT
[-~6ravity, Piping
Req'd Approved
Proof of Contractor's License - License # 3q~5'~~
Type of Liceuse ~
Proof of Contractor's Worker's Compensation Insurance
Primary Containment
Fiberglass (FRP)
Fiberglass-clad steel
[~Uncoated steel
[~Other:
Comment:
Make & Model ~_~x~
Make & Model --2
Make & Model
Make & Model
AdditiOnal:
Inspection:
Secondary Containment of Tank(s) /n
~Double-walled tank(s) Make' & Model~/
~Synthetlc liner Make & Model ~
[~Lined concrete vault(s) Sealer used ·
[~Otber Type Make & Model
Comment:
Additional:
Inspection:
Secondary Containment Volume at Least 100% of Primary Tank
Volume(s)
Comment:
Additional:
Inspection:
Secondary Containmeut Volume for More Tli~n Oue Tank
Contains 150% of Volume of Largest Primary Containment or
1~0% of Aggregate Primary Volume, Whichever is Greater
Comment:
Additional
Inspection:
- 1 -
Req'd
Approved
Secondary Containment Open to Rainfall Must Acoommodate 24
Hour Rainfall Total Volume Comment:
Additional:
Inspection:
Secondary Containment .is Product-Compatible·
-Product Documentation
Comment:
Additional:
Inspection:
Annular Space Liquid is Compatible with Product
Product Annular liquid
Comment:
· Additional:
Inspection:
Primary Containment of Piping
[~Ftberglass piping
[~Coated steel piping
[-~Uncoated steel piping
[~Other
'Size & Make
Size & Make
Size
Comment:
Additional:
Inspection:
Size & Make
Size & Make
Secondary Containment of Piping
[]Double-w,alled pipe
[~Synthetic liner in trench
[~Other
Comment:
Additional:
Inspection:
Corrosion Protection ~Tank(s) ,~' ~~
[~Pipiug & ~ittings~ ~; ~-~
[-]Electrical isolation
Commen.t:
Additiona]:
Inspection:
Manufacture-Approved! Backfill for Tanks & Piping
Type ~ ~f~u~! Comment:
- 2 -
Req~d
Approved
Addi't!onai:
Inspection:
Tank(s) Located no Clos.er than 10 Feel to Building(s)
Comment:
Additional:
Inspection:
'Complete Monitoring System
Monitoring device within secondary containment:
E]Liquid level indicator(s)
E]Liquid used
E]Thermal conductivity sensor(s)
E]Pressure sensor(s)
r~Vacuum gauge
OSump(s)
6as or vapor detector(s)
Manual inspection & sampling
~]Visual inspection
~]Other
Comment:
Additional:
Inspection:
Other Monitoring
[-~Periodic tight'ness testing
Method
~]Pressure-reducing line leak detector(s)
[-]Other
Comment:
Additional:
Inspection:
Overfill Protection'
[-~Tape float gauge(s)
~]Float vent valve(s)
I-]Capacitance sensor(s)
~]Htgh level alarm(s) -' ~
E]Automattc shut-off Control(s) '-'
E]Fill box(es) with 1 ft. 3 volume
E]operator controls with visual level monitoring
Other
Comment:
-- 3' --
Req'd
Approved
Additional:
Inspection:
Montto'rlng
Additional
Requirements
Comments
Inspection:
Inspector
Date
- 4
Extra
Inspections/Reinspecttons/Consultations
Date:
Purpose:
Comment:
Date:
Time Utilized
Purpose:
Comment:
Date
Time Utilized
Purpose:
Comment:
Date:
Time Utilized
Purpose:
Comment:
Invoice Date:
Inspector
Time Utilized
Total Time:
Date:
./
Facility.
Permit to Abandon #
Permit to Construct #
Permit to Operate
Application to Abandon
Application,to Construct
Application to Operate.
Amended Permit Conditions
Annual Report Forms
of Tanks
Tank(s)
Tank Sheets
Date
Date
Date
Date
Plot Plans
Copy of Written Contract Between Owner & Operator
Inspection Reports
Correspondence - Received
Date
Date
Date
Date
Date
Correspondence - Mailed
Date
Date
Date
Date
Date
Unauthorized~Release Reports
Abandonment/Closure Reports
Sampling/Lab Reports
MVF Compliance Check (New Construction Checklist)
STD Compliance Check (New Construction Checklist)
MVF Plan Check (New Construction)
STD Plan Check (New Construction)
MVF Plan Check (Existing Facility)
STD Plan Check (Existing Facility)
"Incomplete Application" Form
Permit Application Checklist
Permit Instructions Discarded
Tightness Test Results
Date
Date
Date
Monitoring Well C'6nstruction Data/Permits
Environmental Sensitivity Data:
Groundwater Drilling, Boring Logs /~-
Location of Water Wells
Statement of Underground Conduits
Plot Plan Featuring All Environmentally Sensitive Data
Photos Construction Drawings Location:'
Miscellaneous
STEPHEN METZGER c~-~',,~
PROJECT ENGINEER
UNIVERSI .TY MECHANICAL
NATIONAL CONSTRUCTORS, INC.
4464 ALVARADO CANYON ROAD
P.O. 80x 2o216
SAN DIEGO,' CALIFORNIA 92120
(619) 283-3181
FAX: (619) 283-1810
TELEX: 697821 UMEC SDG
:DEPA T ' ': ' ' '~[T,~FF,CER'' :':'
ONMENTAL HEALTH DIVISION ' ..... ~" '" ': Leo~M Hebedaon,-M;D; - ,, ~
DIRECTOR OF ENVIRONMENTAL HEALTH
HAZARD0uo;'L". 'MA TERIALS ~'
':MANAGEMENT :!PROGRAM.':
rObnd.~Tank
7',?.*:.-:,Addr~ess. (: '~::~(;:!..:?A's~eSsorS'Parcel '# ~. ,,..-.::.
,:':- ~::;:;..;x~'-'~:(;..:'~::~;,-~-",-~- -:.' ...... :".'~',~ ..... ~-¢'- ..... '~'-- '* "' · '.,' .".'..?:: %: :,; >.dype ,haClllty ,.~~
- ;'.~.¢,~<:;:.::~:?::.::;:;:..i':::~::-::~:',-'~ NOTICE OF VIOLATION AND ORDER TO COMPLY . .'
The following Conditions or practices observed this date are violations of one or more sections of the California Health -' ' ·
.and Safet7 Code, Div.. 20, or tho California ~dministrative Code, Title 22, Div. 4, Chap. 30, relatin~ to the ?stora~o; ~ .'
handling, transpo~ation, and disposal of hazardous Wasto" or Ordinanco Godo of KOrn Gounty,
}St0~ge of Hazardous' SubstanCes."::)~?".":"? :': :.:~::,"~ ~:~::::: ::' ?"~,~':::~::~.:":¢(:~¢: :.": ' -':"
:';'~}-':";:;~;::.?}¢~::;:::;;':, ._..C6'nditions or practices muSt be c0rrecteS"~i~h~n the times o~dered b'~l°w: -.: · :'
. ::.,-::;:... ~ . ~... :. ~ .. ~: .. I :¢~......:...:.,.. ..... ; - , ..... ~ -. · . ...
-/:'.': Your signature acknOwledges receipt of a copy'of this report ~:nd ~'611~ction of any samples described above, and is
:Failure t~ fully-comply with ~is. 'Notice and Order ':;may result in fu~her legal action by County or Stateofficials.
KERN COUNTY HEALTH DEPARTMENT
ENVIRONMENTAL HEALTH DIVISION
HAZARDOUS SUBSTANCES SECI
INSPECTION RECORD
POST CARD AT JOBSITE
1700 FLOWER STREET
BAKERSFIELD. CA 93305
PHONE (805) 861-3636
FACILITY
ADDRESS
C-ITY
PHONE NO.
OWNER
INSTRUCTIONS: Please call =for an inspector only when each group of inspections
with the same number are ready. They will run In consecutive order beginning
with number 1. DO. NOT cover work for any numbered group until all items In
that group are signed off by the Permitting Authority. Following these
lnstruttons will reduce the number of required Inspection vlslts and therefore
prevent assessment of additional fees.
- TANKS & BACKFILL -
INSPECTION INSPECTOR
Backfill of Tank(s)
spark Test Certification '/
Cathodic Protection of Tank(s)
- PIPING SYSTEM
~'Piping ~ w/Collection Sump $~T/96 /ff~ / l'
Corrosion Protection of Piping, Joints, Fill Pipe ~/~/~4
Electrical Isolation of Pt~tn~ From Tank(s) ~/~/~
Cathodic Protection System-Piping
- SECONDARY CONTAINMENT, OVERFILL PROTECTION~ LEAK DETECTION -
Liner Installation - Tank(s)
Liner Installation -Piping
Vault With Product Compatible Sealer
~ Level Gauges or Sensors, Float Vent Valves ~xl~Jo~/L)
'Product Compatible Fill Box(es) ~/~/~ ~). ~.~/_z~×;~
Product Line Leak Detector(s) ' ' ' ~.~c~)
_~Leak Detector(s) for Annular Space-D.W. Tank(s) ~/~/9/ ~ff- ~~~
Monitoring Well(s)/Stmp(s) ' '
Leak Detection Device(s) For Vadose/Groundwater
- FINAL -
Monitoring Wells, Caps & Locks
Fill BOx Lock
Monitoring Requirements
CONTRACTOR
CONTACT
LICENSE
PH ~ ~
1700 Flower Street
Bakersfield, California 93305
Telephone (805) 861-3636
PERNIT TO CONSTRUCT
UNDERGROUND STORAGE FACILITY
FACILITY NAME/ADDRESS:
Carnation Ice Cream Facility
7301 District Blvd.
Bakersfield, CA
ENVIRONMEN~L HEALTH DIVISION
OWNER(S) ~AME/ADDRESS:
Carnation Ice Cream
7301 District BlVd.
Bakersfield, CA 93313
HEALTH OFFICER
Leon M Hebertson, M.D.
DIRECTOR OF ENVIRONMENTAL HEALTH
Vernon S. Reichard
PERMIT N-dMBER 310064B
CONTRACTOR:
University Mechanical
4464 Alvarado Canyon Road
San Diego, CA 921205
License #394583
IXX{ NEW BUSINESS
{__{ CHANGE OWNERSHIP
}__l RENEWAL
I__1 MODIFICATION
I I OTHER
PERMIT EXPIRES October 20, 1988
APPROVAL DATE ' October 20, 1987
APPROVED BY., __/~ ~~o......_
// Joe Canas
.......... : ........ POST ON PREMISES. ' · .....
CONDITIONS AS FOLLOWS:
1. Ail construction to be as per facility plans approved by th. is
department and verified by inspection by Permitting Authority.
2. ,All equiPment and materials in this construction must be installed in
accordance with all manufacturers' specifications.
:3~ Permtttee must contact Permitting Authority for on-site inspection(s)
.with 48 hour advance notice.
4. Float vent valves are required on vent/vapor lines of underground-tanks
to prevent overfillings.
5. Construction inspection record card is included with permit given to
Permittee. This card must be posted at jobsite prior to initial
inspection. Permittee must contact Permitting Authority and arrange for
each group of required inspections numbered as per instructions on card.
'Generally, inspections will be made of:
a. Tank and backfill ~
b. Piping system With secondary containment
c. Overfill protection and leak detection/monitoring
d. Any other inspection deemed necessary by Permitting Authority
6. Ail underground metal product piping, fittings, and connections must be
wrapped'to a minimum 20-mil thickness with corrosion-preventive, gasoline-
resistant~tape or otherwise protected from corrosion.
DISTRICT OFFICES
Delano . Lamont . Lake Isabella . Mojave . Ridgecrest . Shafter . Taft
PERMIT TO CONSTRUCT
UNDERGROUND STORAGE FACILITY
'PERI~IT NIUfBER 3100648
ADDENDUM
CONDITIONS AS FOLLOWS:
7. Pressure reducing leak detectors are required on the diesel fuel product
delivery pipe lines:
8. No product shall be stored in tank(s) until approval is granted by the
Permitting Authority.
9. Contractor must be certified by tank manufacturer for installation of
fiberglass tank(s),, or tank manufacturer's representat'lve :must be present
at site during installation.
-Diesel oil ''
.2.. No. 6'fuel oil.... ..
Underground stor.a§e tanks shall be U.L. labelled for petroleum PrOductS.
C. Model number, gallonage capaCity, dimen~ions],--manh(~ie--sizes--and
locations, and fitting sizes shall be as i.nd_i.c_ated on the;dra-W.i__ng_s._
D. Tank Construction and installation Shall met'~the following standards:~
1.'"ASTM O 4021-81, Glass Fiber-Reinforced PolYester.'Underground ' -- .-
Petroleum · Storage Tanks. ·
. ].==~; .. ..... : ....
.....2."' Uko.,..~._ i316' Glass Fiber Reinforced_ .. PlaStic Unde)~groun'd StOrage Tank's for
r~.v,=u,,, r,'uuu~. . ~ .... "-'.-_.L . .'
C
NFPA 30 - Flammable and Combustible Liquids Code.
4. NFPA 31 -.Standards for Installation of.oil Burning Equipment.,--.:
5. Factory Mutual File J.I. O~6AF.AS.
....... listing of pl.astic'piPing---sYst~ C~pone-nts--~'d-p-~Tj~t'ed'=~ai~rial~ ...........
Standard 15 ........... -
-7."'MIL-T-52777A. dated ~uly 6. 1978. Tanks, S~°rage,~'~Unde~round.
Glass Fiber Reinforced Plastic. ',
. ~_=_8. Califo. rnia.Underg~ound S~orage Tank-;:Regulati~.;-August:=I985~..- - ................
--:~.~ .... 1-O~=_En~-K~ental Prot~tiOn-AgencY'RegUl a~i-ons-:.~fo-r~Un~epg~6~d Storage
Tanks.
12.'Under~iter,s Labora~ri'es, inc' (UL)'File MH 7991 dated oEt'o'~e~-'13,
1980 for storage of fl~m~le liquids,~_as u~ateU-"-bnder uL fOlloW'up
..... service in letter of July-6,1981-.
'" 13'' UL 842-1980 Standard for Valves for Fl~mable Fluids. "~.
P.N. 7O32
UTILITY PIPING EQUIPMENT.
15700-13
Intern'al Load
a. Primary tank'and annular space shall withstand a pressure-test'of----~
5 psi, resulting in a.5:1 safety factor.
· 4. Designed-to-supp-ort -accessory equi'pment-~ ....................... - ...... ;
F. All primary tanks must be vented ....
G. Tanks shall be capable, of Storing liquids with a specific .gravity._qp
.H. 'Tanks. shall, be-capable of .storing the. indicated fluids at temPeHal~ur~$
.not to exceed 150 degrees Fahrenheit at .the .tank interior .surface.
I. Tanks'shall i~e'Ehemi~c-aiiy 'inert to Pe~r°l. eum prOdUcts.
J Annul ar Space: '-' .......... · .......... .... -~ ;_ . -
1. Tanks shall have a space between the primary and secondary .shell
-walls to allow for the free flow and containment of 'all leaked-
product from the' primary tank.
2. Tanks shall be designed to provide monitoring capability:
..... a. Accessibility to the tank-bottom betWeen'the primary and~
........ secondary walls at both end of the tank. Tanks' shall-have one-4
....... i...-/inch N,i~,T._fittingi,located at' each end.0f" the .tank. ·
K.~--.. A1 so prov~d_e._[he; fo l'l°wi ng:
1. Anchor straps: ~.
_ a. G)Ass __fi.ber._-.Kei_nforced 'plastic.._'
............ b .... ~Lumber..and__] ocatJon as speci f.ied__by.manufacturer.
c. Capable 6f'-~T{~st'an~li-n~' the tank buoyancy load.
2. Certification plate:'
a. UL and.FM -i'abels.
b.--p'erm~E~6-~-iy ai~'f-iXed.~
3. Flanged man~ays:
a. Complete with UL listed gaskets, bolts, and covers.
4. 'ManwaY risers, with manhole box and cover.--
Po N.
7032 ..... ' UTILITY PIPING EQUIPMENT
~15700-'14
5. Fill tubes:
a. Fiber glass-reinforced plastic.
· 6. 'All required connectiOns, as indicated.
-7. Lifting lugs.
2,09
.. , '' c~ Mounted:on reservoir provided with tank.
. . 2. T~Detection Control
. .' ............ ~' ~'- - ~(,.. a..uwens-Corning'Model SBO011.]-..-..=:_-;=__~
Owens-Cor~lng 'go~- RSIo Reservoir Sensor - for monitoring of
tank walls. · ... ' ................. .'
b. Located in Vehic]e Repair for Diesel--Oil-'Tank.
c. Locatc~d in Boiler R60~'-for FU'6'l-'O-il No--6 Tank.
d.. Each panel shall include:
Mounted in Schedule 40 PVC riser pipe with pipe_ cap..
With flexible conduit and an explosion-proof junction'''' -
oOX; .... '- :: ·
1) -UL Listed electrical components - weatheFproof, NEMA
2) Fiberglass panel housing.
3) 120volt, I phase, 60 hertz.
P.N. 7032
UTILITY PIPING EQUIPMENT
15700-15
9. carbon steel ..ladder.
10. Tank wall monitoring reservoir.
a. With .cover, bolts, and gaskets.
' DWT-2P. ' '
...8. Suction heating coil for No. 6 fuel oil tank. '10 psig steam. _ "
5)' Normal-'and.Alarm' panel Lights.
6) Alarm test .button
......................... 7). Warning bell,
8) Alam.be11·silence sWitch' and light.· ..
9) Transmission contactS.
-10) 'Wall mOunting hardware...
e. This Contractor- shal1 furnish all conduit and wiring. (16 .' ............
AWG, Type MTW or 14 AWG, Type 'THNN) between the 'panels
and the probes.
3. OPW Fill piPe Assembly=-. . ~.' : .. · '.. ": . ........ :'
a. No. 61-T Fill Tube - terminating at ·5-6 inches above'
.. bottom of tank ......................... ' ....................
.' b.. .... No. 205 F.ill Tube'Strainer. -- .... .. ............. ' .....
c. No. 61-AS Adaptor and No. 62-TT Cap - located where
indicated.
-- 4. 'OPI4' 11¢ -.Sit'Tank Levei ~ge,"'.
5- For o~esei 0il Tank.- Pump Planway Leak l~-tection'"PF0'be::::".": ~"- ........ -'i''';''I'':I:;}':' ":
a. Pollulert No. FD241RRA. .~.:
b. Mounted-in 4 inch~, Schedule"40 PVC pipe'~-:9-'-i'h-cti~s 1.?ng.
c. With flexible condui't"and an explos, ion-proo,f junction
box. . ............
d. 'Bracketed to wall of piping sump.
6. For both tanks - Double Wall. Piping-Leak-~)etectio~--~es: ......... '
a. Pol 1 ul eft-No.--FO241RRA, : ::"-':: ': ............. "'"- ..... =" =:: ..........
Mounted in Schedule 40 PVC riser pipe with p(pe cap.
With flexible conduit and an explosion-proof junction
box. -
Located where indicated, or as required by governing
authorities; ...........
3J LCD displays.
4) Keyboard entry of alarm conditions and relay · c 1 os utes. .,
'b. MoUnted in..9 in¢'h'diameter vertical._.sump screen ...... -
............................... _c__, ..... llith fieXibl~ conduit-and -an. explosion~proof--j-uncti6ii ...... '
.: . box. -
8. Leak Detection Control Panel: ' -' '
.. c. MoUnted in Boiler Room 'for the Fuel 0il No. 6 Tank.
d. including:'
· 1) NENA 4 Enclosure. ' ' .....
2) 120· volt, 1 Phase, 60 he'rtz.. .._. .
. 3) LCD displays .............. . .:- , ..-- .....
4) Keyboard entry of alarm conditions and relay
.... closures. ·
6) Internal circuit breaker.
· ......... 7) Micro-I~rOce~s~'b'~sed s~stem~ ' j
--8)-TranseisSion..cOntacts.- ...............
, 9) Wall mOUntinG hardware.
e. For Pump Nanway, Ground Water/Leak, and Double Wall ..
....... Piping. Leak-Oetection. .... .. -
~ f. This Contractor shall-provide.all..conduit and-wiring (16 ....
' -'ii:": ............ AWG,' TYPe NTW 0i;-14 AWG. Type THNN) between the panels
..and probes. .. -.
9. vent Fittings: ..... "'~-
10.
a. OPW 523 Pressure Vacuum Vent for the Diesel Oil Tank.
b.' OPW 23 Service Station Vent for the Fuel Oil No. 6 Tank.
OPW Foot Valve _ for 'the Fuel Oil No. 6 Suction.Pipe.
A. Contractor shall provide all vertical, tank-mounted_diesel oil pumps.
B. Pumps shall be self. lubricating, vertical, submersible, flange-mounted
. ' ...~' .. centrifugal .type. - ........ :~ ...............
C. Model number, quantity, pump flow capacity, total dynamic head, speed,
impeller diameter, tank size, number of stages, fluid characteristics,.
.horsepower, and voltage shall be as. indicated on the drawing.
Ea_ch__pump assembly shall include:
1. COnduit junction box with ·cover.
2. Compression seals at top and bottom of Conduit.
.3. Syphon check valve and sYphon tube.
4. Extractor nipple.
6 inch flanged discharge manifold- sealed t.o prevent leakage -'
arranged to allow full extraction of pump and motor assembly without
disconnect ion of_ discharge piping..
6...3 inch discharge 'connection.
-7, Internal check val-ve. · ........
8. 3 inch pipe column.
9.. Built-in expansion relief valve.
Hemetically sealed motor.
· a. ExplosiOn - proof
b-' Rated fOr use in Class I, Group D flammable liquid.
C. "-~iug-in electrical connector.'-
11. Thrust bearing- self-equalizing and self-leveling.
12. Aluminum impeller- statically balanced.
13. Air eliminator tube.
14. Inlet diffuser.
P.N. 7032
UTILITY PIPING EQUIPMENT.
15700-16
' . ..........15~ Motor control bOx-- remotely mounted - including:
b. Line contactor relay.
...... , .................. c-..-St.arting'capacitor.· ........ . --.
d. Running capacitor.
e. Terminal bloCk.
f. Overload protectors.
g. Overload protector heater'element.
E. 'Pump assembly shall be arranged fOr mounting in a 6 inch flanged tank
connect ion.
F. 'Pump motor, assembly Shall' be readily separable from the pump column by
the removal of four bolts and disconnection of' the plug-in electrical
connector.
All pumps shall be Underwriter's Laboratories (U.L.) listed.
PumPs shall be as manufactured by. Red Jacket.
2.11
C.
Fuel dispenser shall be 'i'slanjJtype designed for ~se'wi'~h' a remo~,e p.U~p.
DiSpenser shall have the capacity to'hand'le.5o GPM' of 'di"esei' oil.il ....
Dispenser shall be Complete with:
1. Positive displacement meter with air-'eliminator.
a. Accurate to +_ 1/2 of i percent .......
2. Register: .........
a. Dual-faced, four-wheel non-computer.
b. Electric reset.
c. Recessed face.
d. 1,000 gallon delivery.
Po No
7032
UTILITY PIPING EQUIPMENT
-::15700-17
2
A.
' "e. 1,000,000 gallon totalizer.
'-1'3.~ Switch operating lever.
b. ShockprOof self-closing nozzle.
5. Cabinet: - '
a. Heavy Steel frame.
. . b.. Front and rear access doors.
Hose and nozzle:
a. 1-1/4 inch by 12-foot *hose wit~-:'swi~el.
c. Dial illumination.
d.' Baked enamel finish.
Hose retrieval device.
7. Locking device.
Fuel dispensers shall be as manufactured by Gasboy (William M. Wilson's
Sons, Inc;), or Tokheim. "
Contr shall provide a fuel'dispenser air compressor loci
Vehicle lance parts storage building.
ComPressor shall tWo-stage, air-cooled, tank
type, Gardner-Denver and shall be complet~
1.. _ScEeen type suction :er.
2. '1-1/2-HP 'TEFC motor wired for
3. V-Belt drive including and ad
. approved belt guard
in the ''
, reciprocating
the following:~
~olt, 3 phase, 60 hertz service.
~le sheaves, and OSHA
Horizont°al 60
pressure.ga~
~support.l~
5. Cont s for
safet~evCaei::['auA~oMEdrN:~J°~:IvBe: outl~ vha~vVjnganJ .
automatic'start/stop operation. ~ '
7032
UTILITY PIPING EQUIPMENT
15700-18
~U~-
J ~24'
71.6
~.2
O,OS I0
0 JO I0' g E, t,11' K I t'" d 6 k',..
__ ~ ?..F, Nml FI, gl lhL.
.3¸
FUEL PlSPFNSER
Manufacturem Gasbo¥ BOde1: 150 RDX
Maximum Delivery.Rate: BO U~S.~ GPH
A~ranged for Remote Pump Operation, HOSe
¥olts/Ptmse/Hertz: 115/1/60
FUEL. DISPENSING AIR COMPRESSOR.
Manufecturer: Ingersoll-Rand Modal: T30
lpF~:: 7,8. DIscharge: '150 P$I$
1 1/2. ¥olt~/Phase/Bortz: 460/3/60
Recelger: 201n, Diem. By 49tn, Long. - 60 6~1,
A]R HOSE REEL - FUEL D[SPENSIH~.'
Manufacturer: Mannay P~Iel: -716-16-17C
Ty~e: Spring-Rewind Bose Reel with Bose Stop'
" 20ft. of 3/8 inch Att Bose.with Air ·
Ipcludtng: ..,
, Chuck
-Fiberglass Reel Enclo$, ~
loft - 0 In. ·
DIESEL OIL PLOP
Manufacturer: Red Jacket i
GPH: 50, Head: 30 Ft.
HP: 3/4, Volts/Phase/Hertz: 460/3/60
Tank Size:: 8 ft. Diameter
Fluid: Diesel 0tl :
DIESEL OIL STORAGE lANK
Manufacturer: Owens-Corning Model: D~-2P
Type: Double-Wall Fiberglass
Nominal Capacity: 10,000 G~llons
Diameter:.. 8 ft.,Overall Length: 30 ft-gin.
Fluid: Diesel Oil
Including: See Specs.
Accessories:
FUEL'.OIL NO.6 STORAGE TANK
Panufacturer: Owens-Corning ' Model: DWT~P ~
Type :' Doutkle-Wal 1- Fi bergl ass i ·
.Nominal CaPactf, y: I0,00~ GallonS. '~ ' '.
Diameter: 8ft., O~erall Length: ~,~ft. -gin-;
Fluid:' FUel Oil No.6' storage Temp: IO0°F
Zncludtng: Tank.SuclHon Heater - 19 PSZG Steam
~:~ ..... ~ .-~:-3.04 · UNi)ERGROUND '~' ": :~:'"::::~=:':" ~'~:~
' ~,,: ',': : -. L . "
.i;!: A. Diesel Oil,. and Fuel'Oil No. 6 Tanks Shall be install~d in
'.~" accordance with the latest EPA, Federal, State, and local
regulations.
C
8. All diesel oil piping shall be sloped uniformly downward from the
diesel fuel. dispensing punps to the tank. All tank vents shall
be sloped uniformly down(yard from the vent risers to the tank.
C. Prod,uct and vent piping Shall be installed a minimum of 18 inches
below finished grade. Backfill material shall be clean sand,
free of all rocks, stone, brick and debris.
O. Handling, Testing, and installation of these tanks shall be in....
strict accordance wi th the manufacturer' s current installation
instructions provided with these tanks.
E; Tanks shall be tested'aboveground, prior to installation, at S
psi pressure a minimum of one (1)hour. Fittings shall be soap
tested for leaks.
F. Tank hc~ie'.siZe 'Shall 'be' large ~o'u~h to allow a minimum of 24
inches between tanks, and 24 inches from ends and sides of tank
to hole wall. Tanks shall be set on a 12 inch bed of pea.gravel
between tank and anchor slab backfill in tank excavation, and up
to 24 inches above top of tank shall consist only of pea gravel.
Pea gravel ·shall be a naturally rounded aggregate, clean, and .
free-flowing, gravel,, with practical size not less.than 1/8 inch, ·
or morse than 3/4 inch, in diameter. Field (:oat al. 1 exposed inetat t0-25
anchors,, cables, a,d turnbuckles with Koppers Bituma'sti_c Number '
50.
G. Tanks shall be filled with product-immediately after backfill, is
brought to top of. tank, but only after all required Regulatory ....
Agencies have tested and inspected this installation.
H. The Fire Inspection Department of the City of Bakersfield,
California, and any other required agencies, shall inspect and
approve' the installation of all underground storage tanks.
I. All tanks .shall he tested in the ·ground. Tanks shall be tested
at a pressure of 3 psi, measured at the top ol= the tank. Twb' (2)
pressure gauges will be utilized to prevent erroneous readings.··
They shall be tested for a period of at least one (1} hour With-
out leakage or deformity.
J. All tanks shall .be backfilled to 50 - 80 percent of the open
earth area they occupy with pea 'gravel. This will allow the
inspector to obtain the tank serial numbers, so..they can be filed'~
with the permit. After the test, tanks will be ccrnpletely
covered with pea gravel. '.~
K. All valves, piping, and fittings shall be soap-tested to
determine that there is no leakage.
L. The Contractor shall have in hi-s possession a valid stamped site
plan and approval from the required Regulatory Agencies. The
inspector will always obtain the tank size and serial number of
all tanks being installed underground. A minimum of twenty-four
(24) .hour advance notification to the Regulatory Agencies will be
required for all tests.
· ..-..::.:.:.:.:.--::: ..... ::
1-55 & FRONTAGE ROAC)
JOLIET. ILLINOIS 60436
PHONE: 815-741-6700
TELEX NO 72-3459
SUBMITTAL DATA
DATE: September 18, 1987
308 NAME: Carnation Co.
LOCAT]ON: BaKersfield, California
CONTRACTOR: University Mechanical
_SYSTEM: Fuel Oil t6 - Below 6round
CARRIER PIPE:
Series 2000 Bondstrand Fiber Reinforced Plastic, bell and spigot,
designed to withstand 250 degrees F, in 30-foot lengths.
JACKET/NS MATERIAL:
The conduit shall be 10 gauge spiral butt welded smoothwa]l steel'in
conformance with ASTM A-139.
The interior surface shall be smooth to permit'free moisture drainage.
The outer casing shall, be sized to provide an adequate annular space
between the outer surface o'f the insulation material and the.interior
surface of the casing. The interior surface will be,coat'ed with 6 mils
of epoxy for corrosion resistance.
The exterior surface wiil be coated with fusion bonded epoxy in a green
finished coat with a melting point of S00 degrees F. No glasswrap or
filler materials shall be used in the epoxy. Total thickness of the
exterior coat wil! be a minimum of 20 mils. All exterior and interior
conduit surfaces shall' be shotblasted prior to the coating being
applied. The fusion bonded epoxy shall conform to these ASTM Standards:
ASTM 01763
ASTM Gl?
ASTM 01044
ASTM 01474
ASTM 02370
ASTM 614
ASTH~G8
ASTH.Ol002
ASTM 065~
ASTM O2S?.
ASTH OlO00
ASTH 653
ASTH Blt7
Disclosure of properties of the epoxy
sub-components
Penetration tests
Abrasion resistance
Hardness
Tensile strength and e]ongation
impact Tests
Salt Crock
Sheer strength and adhesion
Compressive Strength
Volume Resistivity
Electric Strength
Ueathering
Salt Fog
l:nsul. ®..
University Mechanical
Page 2
September 18, 1987
~!ES Size 3acket Size 3acket Thick.
3" 6-5/8" 10 gauge
2" 6-5/8" 10 gauge
INSULATION OF COUPLING 30INTS:
As per the attached instrUction sheet titled "Insta.lZation Instructions
for Rovanco's Insul-8 Conduit".
FITTINGS:
All fittings will be filament wound B°ndstrand 2000 bell by bell type
and pre-fabrl'cated.
ENO SEALS: "
End terminations of containment'pipe system*will be provided with link
seals.
ANCHORS:
FRP:p~pe should be Joined to steel systems with flanges.
the same ma'terial as the carrier pipe. All steel systems must be
anchored'within S feet of connection point to eliminate any thrust,
stress or..torque from the steel pip~ng being transferred to the FRP.
FRP transition anchor is recommended at all horizontal wall
:'penetratlonsif.the nearest anchor point is farther than 20"per
drawing #12-A., by others ....
THRUST BLOCKS:
All changes of direction will be poured in concrete thrust blocks to
provide anchor points and direct the expansion and contraction.
Flanges to be
TEST CANS:
No test cans. have been included'to pneumatically test the conduit at
open endS. If you require the use of test cans, please notify our
Customer Service Oepartment with the quantities and sizes.
NOTE:
Contractor to field verify dimensions on Rovanco's drawing #1165-87-C-0.
1-55 & FRONTAGE ROAD
JOLIET. ILLINOIS 60436 '
TnsuI-(
· PHONE: 815-741..6700
TELEX NO. 72-3459
RECEIPT AND HANOLZN6 OF ZNSUL-8 PZP]N6
[NSPECT[ON:' AIZ shipments should be inspected on receipt. ~Examine.
all pipe and accessories as they are unloaded. Hate a thorough chect
to insure every item on the pacttng list ts received. Chect the -'
contents of cartons to insure the materials, have arrived safely. 0o*
not throw the cartons from the vehicle. Handle all mater-iris carefully
at all times. Have the. carrier mate out a damaSe or short receipt if
any.discrepancies are found. Keep a signed copy of this receipt .arid
notify Rovanco Carp. imaediat.ely, ge ut11 not be responsible for.
damage or shorts reported later than 3*days. after receipt.
UNLOADXNG: :Rovanco [nsul-8 Systems.are manufacture~*to utthstand
florma'l field handling but, lite any piping, it. Can be damaged by
careless handling. If using-mechanical means for unloading, use nylon
slings, not chains or chokers to unload the pipe. If the pipe is-to be
unloadod by.hand, it can be s. ltd one length on another, hovever, the '
bottom-layer should be lifted to avoid damage to the casing from
sliding on & rough surfaco'. Oo not uhip, throu or drop the pipe. kay
the pipe on a flat surface.
STORAGE: Use dunnage material under the pipe and between Successive
layers to protect the casing from damage by foreign objects. Do not
stact more than four layers high to avoid excess weight off the bottom
casings. Prior to tflstall4tlon, It is recommended that the. pipe ends
be' covered vith aarp'or mimi'lar material. Cartons of material (ia.
tape,'glue, foam 'tits, fiberglass adhesives, etc.) should be stored In
a dry area at GO degrees to ?0 degrees F. Freeziri9 or high
temperatures may el*fact the ability to perform their functions.
Bondstrand 2000 Fiberglass
Pipe and Fittings
for general indUstrial service
UseS and applications
Description
Waste water and sewage systems
Potable water lines -
Chemical process piping
Food processing plant piping
Drainage systems
Cooling water piping
Deionized water systems
Jet fuel and liquid petroleum piping
Jet engine air start systems .... ... ,
Piping systems for alkalies and nonoxidizing acids
General industrial service for moderately corrosive liquids
Filament'WOund fibergla, ss reinforced epoxy pipe with 0.020-inch resin-rich .' ........
reinforced liner. .. ..
Pipe designs from 165 to 580 psi using a 6000 psi cyclic hydrostatic design .....
basis with a 1.0 service factor.
Continuous operating ~emperatures to 250°F.
Advantages
Excellent corrosion resistance over a wide temperature range.
Weighs 1/6 as much as steel..
Does not require thrust blocks at ambient operating temperatures when
properly installed.
Smooth inner liner produces extremely Iow frictional loss for greater --
discharge and reduced pumping costs.' -
Low thermal conductivity minimizes heat losses.
Listings
MIL-P-29206 for jet fuel and petroleum liquids. - ...........
U. S. Federal Regulations 21 CFR 175.105 and 21 CFR 177.2280 for conveying
foodstuffs when joined with Bondstrand RP-6A epoxy adhesive.
Bondstrand RP-34 epoxy adhesive listed with NSF for potable water service.
Joining systems
Quick-Lock' straight/taper configuration for adhesive-bonded joints featuring
integral pipe-stop for predictable, precise laying lengths.
Flanges and flanged fittings.
V J-type mechanical couplings; adaptOrs available for use of ANSI/AWWA Cill
ductile iron and gray iron mechanical couplings.
-- -Pipe si2es
1-11/2 inch: 10 ft random lengths
2-6 inch: 20 or 30 ft random lengths
8 inch: 20, 30 or 40 ft random lengths
10-16 inch: 20 or 40 ft random lengths
.... Pressure performance
Nominal Internal
Pipe Size Pressure Rating
Ultimate Designation ...........
Collapse Pressure* ~ per ASTM D2996
(in) (mm) '(psig) (psig)
I 25 1350
11/2 40 1190
2 50 640
3 80 425
.4 100- 440
6 150 295
8 200 255
10 250 205
12 300 170
14 350 .. 165
16 400 165
7200
7200
1500
' 410
460
133
84
41
24
23
23
RTRP.11FE.1112 ·
RTRP-11FE-1114
RTRP-11FE-1112
' RTRP-11FE-1112
..... RTRP-11FE1113
RTRP-11FE-1113
RTRP-11FE-1114
RTRP-11FE-1114
RTRP-11FE-1114
RTRP-11FE-1115
RTRP-11FE-1116
* At 200°F using Bondstrand RP-34 adhesive. For sustained service above 200°F.
reduce ratings linearly to 50o/O of values shown at 250°F. ·
* * At 70°F. Reduce ~inearly to 90o/o at 150°, 800/o at 200°F and 65o/o at 250°F.
Dimensional data
and weights
Nominal Pipe
Pipe Size ' ID
Nominal Wall Average Pipe
Thickness* Sectional Area* * Weight
(mm) (in) · (in) (in) (in2) (lb/fi)
25 I .0.98
40 11/2 1.50
50 2 2.10
80 3 3.22
.100 4 -4.14
150 6 6.26
200 8 8.22
250 10 10.35
300 12 12.35
350 14 i3.56
400 16 15.50
.16§ 0.61
.214 1.13
.157 1.13
.157_. 1.70
......... 203 ....... 2.73
.203 " 4.06
.226 5.84
.226 7.31
.226 8.69
.238 10.00
.269 12.90
0.4
0.8
0.8
_1.2.
.. 2.0
3.0
4.3
5.4
6.4
7.4
9.5.
Determined in accordance with ASTM D2996.
Use these values for calculating longitudinal thrust~~
Physical properties
.Property
Units - . Value Method
Thermal conductivity
Thermal expansivity (linear)
Flow coefficient
Absolute roughness
Density
BtU:in/(h-ft2' oF)
10-e in/in/°F
' Hazen-Williams
10-s ft
. lb/in3 . ..
2.3
10.0
150
17.4
- ' 0.065
Ameron
Ameron
Mechanical properties
Property
Circumferential
Tensile stress at weeping
Tensile modulus
Poisson's ratio ........
Longitudinal
· Tensile strength
Tensile modulus
Poisson's ratio
Beam
Apparent elastic modulus
Hydrostatic design basis (cyclic)
Units 70°F 200°F
103 psi
10~ psi
103 psi
106 psi
24.0 --
3.65 3.20
0.56 0.70
8.50 6.90
1.6O 1.24
0.37 0.41
10~ psi 1.70 1.00
103 psi 6.0' --
· At 150°F.,
Nominal. - Stiffness Pipe Beam Moment
Pipe Size Factor* Stiffness* of Inertia* '
Method
ASTM D1599
Ameron
Ameron
(in) (mm) (lb-in) (psi) . (in4)
I 25 770 26400 0.09
11/t 40 1610 17200 0.36
2 50 "620 .... ~00 .... 0.59
3 80 ' 620 860 1.99
· 4 100 ~ 1360 890 5.50
6 150 1360 270 18.1
8 200 1890 170 45.1
10 250 1890 86 88.6
12 300 .... 1890 51 149
14 '350 2230 46 208
16 400 ...... 3250· 45 353
PerASTM D2412. · ........
Use these va ues for calculating permissible spans.
ASTM D2105
ASTM D2105
ASTM D2105
ASTM D2925
ASTM D2992
Fittings
Designed to ASTM D1599 criteria to provide 3:1 safety factor for cyclic
applications.
Filament-wound fitting~ furnished With QuiCk-Lock bell ends including:
90° elbows,
.- 45° elbows,
45° laterals,
tees,
reducing tees,
tapered-body reducers,
couplings,
crosses,
ANSI B16.5 Cl. 150 flanges.
Factory prepared flanged fittings match ANSI B16.5 center-to-face and
face-to-face dimensions.
· Laying lengths of fittings with Quick-Lock ends match those of ANSI B16.9 steel
buttwelding fittings in 1- through 12-inch sizes.
Flanges and flanged fittings available in either fixed or loose-ring Van Stone
configuration with the following drillings:- ..
ANSI B16.5 Cl. 150;
APl 605 Cl. 150;
DIN 2632 & 2633 ND-10;~
ISO 2084 NP-10;
ISO 2229 Cl. 150.
Other drillings, including JIS, also available.
Buried installations
Most installations at ambient operating temperatures do not require thrust ....
blocks. Consult Ameron for information regarding blocking of buried pipelines
for your specific application.
Live loads: when properly bedded in compacted sand in stable soils and
provided with at least three feet of cover, Bondstrand 2000 will carry H20
wheel loadings of at least 16,000 pounds.
Nominal
Maximum Earth Cover
Pipe 'Size (ft)*
(in) (mm) 100' * 125 150
I 25 30 3O 30
11/2 40 30 3O 30
2 50 30 30 30'
3 80 ' 30 30 30
4 1 ~0 3O 3O 3O
..... 6 150 30 24 23
8 200 23 22 21
10 250 23 21 19
12 300 23 21 "18
14 350 23 21 17
16 400 23 20 16
' Based on a 120 Ib/ft3 soil density and a 1000 psi'modu!us of soil reaction.
* * Internal operating pressure (psig).
Span lengths
Values are based on a 0.5-inch deflection at midspan.*
25
20¸
15
(~t)
10
0
°F 100 150 200 250
°C 40 60 80 100 120
For fully continuous spans, values may be increased by up to 20 percent. For simple spans,
decrease values by 20 percent.,
(m)
3
--2
4
Field testing
Conversions
Important notice
Piping system designed for. fieldtesting with water at 150% of rated operating
pressure.
1 psi = 6895 Pa = 0.07031 kg/cm2
1 bar = 10~ Pa = 145 psi = 1.02 kg/cm2
I MPa = 10~ Pa -- 145 psi = .10.2 kcS/cra2
I GPa = 109 Pa = 145,000 psi = 10,200 kg/cra2
I in = 25.4 mm
Ift = 0.3048 m
1 lb-in = 0.113 N'm
1 in4 = 4.162 x 10-?rn4
oc = %(°F-32)
This literature and the information and recommendations it contains are
based on data reasonably believed to be reliable. However, such factors as
variations in environment, application or installation, changes in operating
procedures, or extrapolation of data may cause different results. Ameron
makes no representation or Warranty, express or implied, including warranties
of merchantability or fitness for purpose, as tothe accuracy, adequacy or
completeness of the recommendations or information contained herein.
Ameron assumes no liability whatsoever in connection with this literature
or the information or recommendations it contains. ' '
Written comments regarding this document are invited. Please write
Engineering Manager, Ameron Fiberglass Pipe Division.
Fiberglass Pipe Division
Post Office Box 801148
Houston, Texas 77280
· Phone (713) 690;7777
Telex 293096 AMERON FPD
.,T i'ileron
Fiberglass Pipe Division
J.F Kennedylaan 7
4191 MZ Geldermalsen
The Netherlands
Phone 03455-3341
Telex 40257 BONDS NL
Amemn (Pre) Ud.
No. 7A, Tuas Avenue 3
Singapore 2263
Phone (65) 8621301
Telex 38960 AMERON RS
Affiliated Companies
Bondstmnd, Ltd. Fuji Bondstmnd Co. Ltd.
Post Office Box 589 90-1 Mac, da Fuji City
Dammam 314.21, Saudi Arabia Shizuoka Pref. 416, Japan
Telex 802958 CCPDAM SJ Telex 3925478 FJBOND J
Manu/actunng ~lants: Burkbumett. Texas,- Sl:~rtanburg, South Carolina; Brea and South Gate, California:
Geldermalsen, The Netherlands and Singapor~ Bondstrand pipe rS also manufactured/n Japan and Saudi AraD~a.
Bondstrand'
C Guide for Installing
-. Buried, Quick-Lock®Pipe
Introduction be initiated prior to accepting the ship. 1.7 For work on the pipe. such as
'To ensure long life and trouble-free merit. Under shipping procedure, title ,Cutting, prepping ends. cx cleaning.
service from a piping system, pr°Per p.3s_<e~__ at the time of shipment, twcH3o~, t sul~ort is recommended for
aPpliCation of the essential principles of 20.foot lefxjths, and three-point suppor!
.... excavation, laYing a~td jointing, bedding. 1.2 Do not throw or drol:) pipe and for 40-foot :lengths;
backfilling and field testing is requiced. If fittings-protect from all types of impact. -. ...... -.:..~'~ ......
piDe'is installed by a co~tractor it is' 8ondstrand may be damaged by careless · Note: Do trot place supports und~ bells,
equal!y'essen'tia! that ~he~e I~'inciples be handling, sometimes without exhibiting :-; Spigots or', fac'tow-mede joints.
:'-reflected in the phrasing of cOntract' visible effects.on .the,pipe SU.rface. 2.' Assembly of Pipe and Fittings-
documents and'.tha! 'the customer enforce 1.3 Pipe or pipe bundles may. be stored
ltiem':through:i.ts inspection.. · for extended periods in stacks'(fl3 to 4 2,i Prepm'eand assemble B°ndstra~l
']'he recommended practices pre~ented in. feet high. The sides must.be.StabiliZed tO' 'Quick. LockO joints i~ accorda~:e with the
'-this g~de for:the installation-of.buried prevent $1uml:)ing..A leveled, soft earth Bondstrand'Assembly Instruction, using
' Bondstrand piP~e are developed from the surface free*of rock~ and other hm'd or .sPeCiaI. c~re. -!o kee:D joint..:, surf~cei'~lean..
two basic ~ts outlined below.- Both - shaq) objects is recommended?If stored and dry:
: ~ld:be rigoro<Jsl¥ maintained'to obtain ' in racks or on bearing boa~ds."the' '" ' Note: Be sure all-I~ipe assemble;s are
'best'results.'..:'.~'~ .- ' S~)l)orts should beat least 3 inches wide .thoroucjhlv trained in Bondstrand
· and smooih or cushioned. ThesupportS assembly ~'ocedures. a~! recogniZe the
=Cirst. the mantJfacture~.'$ recommenda- . - should I~.Dlaced at two locations" .. importance o! u~ing prop~i..Techniquas..
· '!ions';lor'as~embling P;peSeCtio*ns and ';- ~ a~)prOxima~el¥: z~ o~ 5 feet from'e~h~end . . r..; .. '.,
:c~i~g~meioin~ Shou~ be c~efull¥.-.' for 20*fooz length~ Eor 40-foot ~ths ~: 2.2: P°~t~3'~ Pipe~on!t~=e~ acr~ ditch .
· :~nde'ihe pipe.~ther tha~ ~centrated:" ".frbm'eaCfi. end ~ the'Other ~ Dl~ed ".!~
lion should be pri3berly, administered and 1.5 Pipe supplied:in 20-foot'lengths
.enforced, there is no assurance-specific ..shouldbeliftedandCm'riedat-the<:emer .... :..'
<x':implied-that inclusion of:these by hand or using webbed straps or'-~cN~e. '" · . ', ' :'"
· para~a~ ina sPecification.will 'insUre · If'handled et the 'ends;aVOid-touchi ~ng
: .a"successful-job; howe~; they should and contaminafi~gthe joining.surfaces.
: :-:;:d)jeCtive.' '-:~:::- ' · .... ' ' ' · ' should be'lifted {am:J'carried} at
I~ "' ' rope or web slings for mechanically lifting ..
.... . · 'the pipe. 'Weights of 40.foot lengths are: ; ' '-
1.1 Inspect incoming shipments of s
shiPPing.: Broken pipe bundles, crushed [in.] ....... .' "length] lb -
eViclellol of such abuse. If abuse is'-:~ : 10 .. 215 j .o~t~. . . /Ir~e Jolt
eviClent,'damage claims procedures must t2 250
3. Placing Pipe in Ditch
3.1 Join the pipe sufficiently in advance
of the pipe lowering operation so that no
movement of the pipe will take place at
location where joints are being cured.
Any vibration or movement of uncured
or partially cured joints will increase the
risk of joint failures.
3.2 With power equipment of manpower.
raise the pipe slightly to slide the timber
support from under the pipe. Lower the
pipe into the ditch. Do no.t tiro0 or lower
suddenly (see' fig. below). Repeat the
above operation at each SUl~Ort. Use
rope or webbed sling for lifting pipe.
if manlx~er is used, it is suggestS.that
two men be used for lifting and lowering
6-inch pipe, and four men be used for the
Pipe
Diameter
(in.)
2
3
4
6
8
10
12
.Mid-Ordinate
to 100-ft
Chord Length
(h)
16.5
I0.5
8.1
5.3
4.1'
"3.2
2.7''
Radius
(fi)
84
124
.
235
3O5
381
451
Cuwature may.be vertical, horizontal, or
a combination of these. Restraints, if
.required for alignment cOntrol, shall each
bear along a minimum of 4 inches of pipe
surface...
~CurVature COntrol Terminology
"flotation" of the buried pipe if
iwdraulic methods of consolidation are
used in cohesionleSs soils.
4.5 Backfill shall be deposited in.6'inch
f~aximum layers to a point at least two
feet above the tc)~ of the pipe, each layer.
being compacted with suitable tampers to
85% of maximum density as determined
in .accordance with AS'rM D 1557 for
cohesive soils, or to 70% relative density
in accordance with ASTM D2049 for
cohesionless soils which fail to produce
a well-defined, moisture-density
relationship when .tested in accordance
with ASTM 01557. Compacting shall be
done so as_to avoid damage tO pipe wall.
Remainder of backfill shall be placed as
'directed by the engineer.
In-place tests of soil density are made in
accordance with ASTM D1556 or ASTM
D2167.
r .~ . ' :'"': ' :" : '" .... Note: Mechanicai comPaCtors may be
' .~!~ , ~ :4: ::Beddingand Backfill used provided harmfuI shock loads are
· ' L"'~ /~'.., . ~ ' 4.1 '8~ing'in theDipe zone should.be not transmitted.to the PLee- 'Maintaining
· ": ~ '~v~.. ~ ~'-~L sandand, mustn°tindUderockslarger .a space of at least. °na. f°°t between '
~1~~: ~':/:'~ ~ 4-2: ~~ ~ ~ie. trench bott.'.om
[1~ ~'. ~' . '" ' and sand bed to provide Uniform bearing
~; ~!;." and ~:.'fOt:each sect_ ion of pipe
.~t~J ' LoweringPipe/nto Ditch ..alongitsemimlenoth.',:(Thiswill require
~' .(Maximum Depth of 5 ft.) ..a shaliowdepi'essioa~for..bellsand.
3.3 Should Ihedeoth::of the-trench · ' excePtS! fit!ing~- .... .
measured from ~e top of the supfx)rts' 4:~;:o0'n°t~ the Pi" joints until all
upon which the' pipe is aSSembled'to the required ~m tests are performed.
trench bottom exceed 5' feet. do not
~ the pipe into the trench by the 4.4 Sand sh, all.be-u~ifornflylCompacted
method outlined in 3~. as it may around the pipe with particular care given
overstress the pipe. It shall be the to the beddlndbeneath the haunches of
customer°$ responsibility to submit the pipe. Sand may be densified by
soecific laying conditions {trench depth, hydraulic methods if the naive soil in
handling equipment, pipe diameter, etc.) which the trench is excavated is free
to Ame~on for an evaluation and .... draining. If trench is not free draining,
recommendation for trench dePths in placement of dan~ sand will facilitate .
excess of 5 feet. .: compaction. Sand bedding and backfill
~ should extend a minimum of 6 inches
3.4 Pipe may be placed in the ditch on a above the pipe.
cumed alignment provided the curvature
in the installed pipe is uniform and does Note: Filling the pipeline with water or
not exceed the following: other means shall.be used to prevent ·
4.6 Where I~.ikmd conditions do not
exceed the convendo~l N20-S16
loading, m/nimum depth of burial
measured ~from top of pipa should be
three (3) feet for all diameters. At road
crossings whece,the:loeding exceeds
H20-S 16, the pipe must :be bu tied deeper.
or consideration must be given to the use
of a casing pipe. Ifx~sing.isrequired. the
use of C°llar~ or.sieeves is ~ggesmd .to
provide protection for thepipe exterior.
The Pipe 'manufacture~.wi!l supply data
on incr~ de, th of burial upon request
provided complete loading and soil
conditions am submitted by the customer
for an engin .e. ering analysis.
6.1 Evaluation of the need for thrust
blocks is the respomibilit~ of the
engineering agency designing, the system.
C)ecisiun will depend (3~ tlae e~posure to
temperature change, surges of-internal
pressure and geometw of the pipeline
layout. For each of these factors, singly
or in combination, the effect of
movement and thrusts on the pipe joints
and fittings must be evaluated.
(Additional information is found in
BondstrarXl Engineering Guides.}
5.2 Temperature changes produce stress
in buried pipe which is restrained by
friction.of the surrounding bedding, by
passiVe S0il.p'r__-_<~__,'es at fittings, or by
thrust blocks. Forces developed at
fittings in-fully restrained pipe are
tabulated below.:
ThrUSt in Pounds-Force at Fittings Due to
140" F Tern ~erature Change'in Epoxy Pipe
Reducers
3x 2 235
4x2 505
4 x 3 270
6x3 1150
6x4 875
8 x 4 1975'
8x 6 1100
lOx 6 2650
· 10 x 8 1550
12x 8 3.350
12xI0 !8o0
5.4 Valves shOUld nOrmallY be blocked as
indicat~l in 6.8 to support their weight.
resist their thrust .and to prevent excessive
loads on the pipe connections because of
- applied torque. . :.
5.5 Thrust blo~ks are required at.
hydrants and at 6.inch or larger diamet~er
tees and elbows for. fire water mains :.
regulated by Factory Mutual Insurance..
Safe Bearing Pressure of Soils
Rock. equ~l to 9ood masonry
Rock. equal to 'best brick
OIly, fairly dry
Clay. ~oft ·
Gravel. caarse sand. firm
Sand, compact, firm .
Sand. _,~e.__,Y~; dry ' .-
Qulclc~. illuvial ~otl
Sp
· Safe
Bearin~
(lbs/fiz)
- '400.000
50.000
3o.50O
10.000
8J300
2.00o
.' 16.000
8.(X)0
4.000:
-~%~..~._:.=-~- .- · ~ ~,;~ .6.l:0ncetheapplled.thrusts:.am:.::!?.:' R =.ReaCtion:inpounds .-". '... Sp
.-.~...:~i::.,":.~.~:~..~~tonthe,:.pipe ,'. ~sid~soil.slrength:~oii!Stabifity .~:~,::~:.;..:.~: ·
· '--:~i~i~i:;:~~:~.~i:fi~::,~in al;fullY ':" .... and I°¢ati°n°f~thewater tahie: 'B!.~$ 6.4 .ThruSt.tdoci~"ToriB°ndstrand:pipe :.. ..
· :'~:.. '.. :i.~~::piPe._(J~ ,!0ckedi~inst..: ~, .:..: ':"- must-have'( 1 )__~ate' bearing area .to
'?~'-': 'i~t'~t.~th:~}~Withall joints resist the soil thrust, r(2! bearing'retrace sYStems:'sh°uld:'bep°uredafter'
'. ;~/::,thep0~'effect produces, against.undisturbed ~ilr~d (3) the .. hydrOStatic testing of thepipe. ~rhiswill
allow for<le~:visua~ inspection.of
.:~.~~.:~in.'the Pipe:WalI~--:". -'-resultant thrtAt.vector passing perpe.ndicu-
..thatiiS~:l~ in~!preuote is:i~)plied; ...... I~'1¥ through :~be cen tar of the.l~ing
~the pipe expands ~ferendally and ' surface lexcept.forvalves'as in 6.8).
ax il~e:~arne, time tries,to shorten Iongi- ShOUld the soil be unstable or xhe
tudinally:~.ThiStansile force, in the . . imtal~atio~ below the water table,:.the
BondstrandPil3e Wailacts-xo_.mduce:by '~ will have t0 make soecial :''
· alx~t'50~t',the'h¥;drOstatic=thrust :~OviSion to ensure stability. - ~
.... .::. onia,~..tting. Hyd~r.os:ta. tic,thrusts.at.~i ' :': ...:. : ~.
folloWing table and determined for ~ther-"'.--.. met~,c pim mu~ be .nchor. d .t the m~int of
ea~ to the RTR pipe to proven! exces-
pressures by proportion., sire stre~es being tr~erred to the RTR pipe.
Hydrostatic Thrust in Pounds-Fome at ...........
Bofldstrand Fittings C~ I~ 100 psi ..... -'-' - - -. Typical 8aed~rand
Pressure in a FulI~, Restrained
Oia;: . ~ 45'
(ifiL}.. Tee 90" 45~ Lateral
2-. -I?0 245 .~30 '1;0
3. 4O5 . 575 310 405
4 675 950 515 675
6 1550 22OO 1200 1550
8 2650 3750 2050 2650
10 42OO 5950 32OO 42OO
Pi~e Systm~.with
6.2 Safe bearing pressures for several soil
conditions are as follc~:
fittimj'joints dU~ing ;the test. :'To retain-~:
pipe in pr°per alignmeflt while,testing;
the placement of Send beddingii~d
backfill. Pe~ 4.4 may be':~equired.. Joints
· maybe left ex~-for Observation
'duringtest. · ..
earth 'of the ·" "'..'" '~ · '
trench wall.
Smaller blocks
using a dry mix' .
may be shaped by
hands but' larger
blocks (2 square
feet or greater)
will require forms.
The trench should be undercut beneath
the pipes at least 6 inches to give
additional thrust resistance and to
p~ovide for an adequate concrete
envelope around th~ fittings. At least 6
inches of concrete should be over the top
of the pipe.
The cente~ of the thrust block should Thrust Blocking and Anchoring
coincide with the horizontal centefline of It C~' To Flt. m Et,th
the pipe. ..' l
1.
'~'~__-'~-'*__~~~'~ "~-.. ~'~ ~ -,.'_;I Fi,.:
6.6 Unless othe~w~e ~l>ecifled by the ':" ' ..
l'?
~ginee~, an acceptable con,ere is I part ,,j,,C:l ~%~..~.h,~b~. .... .: .
Portland cement,.12 parU washed sand and .
~parts washed gravel with enough Water
for a relatively drY,mix. The dry lmix is
- easier to shape-and offers highe~ strength.
6.7. It is impo~tent that the concrete be
'"worked" thoroughly around the elbows
for maximum surface Contact. Take care
that entire area between the fittings and
the freshly cut trench wall is filled with
c°ncrete and free of ~.
l~imiin at least a 2-inch spa~ between
concrete vibra~o~send p~pe.e~.fittings
.. while cemOacting concrme; Evenindirect
7. Manhole Penetrations'and Connections
7.1 Bondstrand piping shall be laid in
such a manner as to bypass manholes
unless the drawings indicate otherwise.
Wh.en 8ondstrand'piOe.exterids through '.
acom:~ete wall. it ~hall be fitted into
a metal pipe sleeve a minimum of two
inches larger in diameter than the
.Sbndstrand pipe size. The openii~g
between the metal pipe sleeve and the
'Bondstrand S~all be'CaUlked with a
a firm but pliable ma.ss.... : :
7.3- When connecting Bondstrand to a
metal piping system, anchor metal line to
avoid stress transfer to Bo~dstrand.
7.4 Support valves independently of the
pipe.
8. Field Tests--Using Fluids
8.1 Pneumatic tests are not recom-
mended because df -~fety considerations.
8.2 A'ii free air tn the C,x~clstrand pipe
must be replaced by the test fluid.
Provide taps,for air and.vapor removal at
all high points in the sytem."
Important Notice
This prodUCt !iterature and the
recommendations for usage it contains
are based on test data reasonably believed
to be relilble. It is intencled_that this
literatUre be used by personnel having l
specialized training in aCcordance with
currently accepted industry practice and
normal operating conditi0~L Variation
in envir°nm~t, changes in operating
I; - ~~ , ~ eXtrapolatien of data may
ceuse ~ns~ti~factory re~uits~ We '
recOtllmerld mit y~Ul'len(Jin~ll verify
intended adaptation. Since we h~ve no.
=============================== :c:~:cc-:;:;:~;::~l~ . any ki~n~r~. · -~ - :
~~. F~ ~bly I mtructiom.
POlt Offkl BOX 801148
Ho~im. Tlxa 77280
.& i'neron
L
1972 Aw~Z~ R9189 l~ll~l~l RIItl I~f~ted ~ U~A lEG-3 1M
Adhesrve-Bonded Quick. Lock® JOints
To make the bell and ~pigot assembly adhesive'to produce a stroll and reliable
of Bofldstrand pil~ mid fittings reining Quick-Lock joint. .....
. .Amen~'$ thermoJetling adl'leiK~, you VVhefl' assembling and i.~ilinD ceated
__r~__..oAly'fO!lowthelellep-by.llep:.. Bond~trand SeriesSOOOpiping;'N~cial - :.:-.¥' -
.... are:described al the end of thi~ brochure.
~he~m, ir~ ~he millet. Jnd cure me · ~' .. .
: '~'-' ' .- - ' .:='i;~.~. ---~' -
· '- . .,-'":': '.~:~:'~ .. :i..'7'::.'.;:.~,.~'.:: .'-. :::..:~.' : .'; '~,..'... , .".'~.~'.':..~' , -t.¢ .~. --:.:.. .
I~ghily. U~ a 1/4.1nth (6 fnml'lh~c~
-. fub~r pad ~t~n the ~:lamps and .
the p~ 10 pr()iu~1 p~: Cut P~P~ wilh.
" by culling and grinding operatJons~ >_. '-'c... -
',~?? Pr~ide adequate ventilation; wear
~'~. "OSHA-approved dust respJralor.
'but a porlablePo~rdrive'is:adY!sable '-
::."~d pipeusing a 'Pi :~?{°:en~ure::'
-the dimensionS'in Table 1i .a~&' obtained;.
., -'--, .' ' .!.:: '. ..,:--': ..:'..~::.::,: :: :: ..:
:Note:-:lnstructions for adjusting' and
operad.ng'the pil~'~ve¢ to prmare th6
..:: ': ' '
_correct Spigot diameter and: Jellglh :are
· . provided with the sh~er Or.m~· be.j:.
.:"Oblained from ¥~ur local A'meroq ~ . .
representative. ..
:. ShaVe,tbe~:ut'~ Of:the'?ipe using:.:.'.: ............
the Bom:lstrandpiPesh~.'
.' :".::':,-. ,;S~vi~ C~.' ~ 'done .~aliv,:,
All fittings, sockets, p~pe ends
(spigots), and pipe sockets must
be clean and dry and must 'be
sanded within two hou.rs ot assembly.
Sanding should be accomplished using
a lJ4-inch (6 mm) drill motor, 1700 -
2000 rpm. and flapper type sander with
a'40 - 60 grit aluminum oxide abrasive,
available ~rom Ameron. After sanding,
surfaces to be bonded should show a
dull fresh finish, noel a polished look.
Don't forget to sand the end surfaces of
the spigot.
Caution:' Clean and dry sanded surfaces
are necessary for Proper bonding.
Oanger: Avoid inhaling dust produced
by cutting and grinding operations.
Provide adequate ventilation; wear
OSHA-approved dust respirator..
Thoroughly wip~ the sanded socket and
spigot with a clean, dry cloth, or use a -
duster brush to removed dust particles..'
If surfaces are wet, warm with .... .: .:
Bondstrand heating blanket until dry~ :&"" ~i i
then resand. Protect the bonding surf--'~:e~-- ,:i
from moisture during bad weather with '
tenting over the working area. Do 'not
touch the prepared surfaces With bare ..
hands or any articles that would leave
an oily film.
T~ble 2
Mark~ Location for Checking SpigOt
Inset :ioh~ (STEP 7d) ' -'
Nominal ~tameter
2"
(50 mm)
,,
(80 :nm) ·
III
SPigot EnO
2-13/16"
(71 mm)
2-13/16"
(71 mm)
4". 2.13/16-
(lOOmm) (71 mm)
6" 3-1/4"
(150 mini (83 mm)
(200 mm) ......
10°°
(250 mm)
i2"
(300 mm)
14"
(350 mm)
3-1/2".
.... (89 mm) .....
3-3/4"
(95 mm)
4"
( 102 mm~
4-1/2"
(114 mm)
16" 5"
(400 mm) (127 mm)
bFor proper fittings alignment,--
matchmark the two mating pieces.
Taking care to avoid contaminating
mating surfaces, fit together loosely the
two pieces to be joined using a white
grease pencil or soapstone, mark each
piece in- a common longitudinal line for
subsequent realignment.
·. ability for pipelines transporting food o~
.~.?~, :.: "o~ble.~"depa~.On local laws and
.-";Adhesive.. i RP-6A RP-34 & RP*48 RP-60 ' RP-105
Temperature I 3oz. -6oz. 3oz. · 6oz. 3oz. 6oz. 3oz. 6oz.
'70~F 21~C . .- 50 '45 · 25 18 : 60 45 :. 75 40
80°F. 27'C I · '30 25 ' '-'15' 11 53' '::: 40 .40 25
OO°F 320C '20 · 15 11. · 7 :':'45 33 ' 20 15
.100°F'38°C 9 7' ' 8 6 J .... 35-: 25 . '12" 10
- Resistan~ Cha~t available from your
._ Bond~trandsupplie~ 9ives ~commenda...,
.:: :riots fo~-lm3~t-fluids ~ ~11~ ~imum
.,, <, 0'F ,o ..
I~'~'~::::,~'~ ~ ~ ~ :': ".~.~F:I~'C'-A ~clra~ v~"~i'li ..... :..~ ~'~;, mi~. '" .'. ~':..
i~,: ~?;-..:,..:.::?.:.., ,- : ' '. . :,-.~--. ...... .~---~ ...... a-~.~--. ..... '' ....-'. - ~-~---~ ..... ;..;~-..
I I'.?:~:/'::(:~Z:':~:~ ?.": ' 1..."'..' "'.' ::'' ' ..' :.' :.:~.:~0 ~:~;~ ~, ~fo~ ~.i'~:-::: ,.-; ..: ':', ,'..~ "./.~....,:: '.';. ',.:: j.::: _: ../:"-
,~-~':;.- ..'.~~at m~~ .. "'.'- · ' ~'":, · , :. -:', ~ .'. : .' "., - -"-:' ;.
[~d~:?;:'~:'.~ .}- ;' .....o .... o-... . .:;:;::~.~e~:~.t mix and ~ ~!I . /4 ~ U~ ~.~t~-to ~,skln -.
~:.: ... · . ,..,-: ...... ~..-.:... -'.~ 1.: . : ·
~ :~ -: '~?-:of:~, '..........; :'~. ' -
· - ~..:Arn~on offers several chemically
resistant thermosetting adhesives
'for use in pipelines transporting
: fluids: .The Bondstrand'Chemical
the size Of ~-i~i-t' in. -: .... :~¢aUSe skini:.li;id.~'irritation.' Avoid, ,--: . (3'e~i$'t0 av0id-allergic reactions. :.?:-.,~ :~--.. ..... .-
contact with.skin.and eyes. :Do not ' :.,.' ,". :::?::..:: ::/"' S°lvent'rem°vable (3'earns are not - "'
Rp-!.05. pol~ adhesive,only, ' :!''~ '' F...::!.. ~hylene gi~.~an be Used to .
,.;:ii-::' :.:.i::?'~;~kiico"pc~Oi':S~ '
. : "'.- .. :::i'ii::,-:,::,.
:., ? 3fluid oz.,
~ : (177 cc}.
u
'(":!~: PiPe :!:;' :: Number of
':i.i.~ii'~'1 Oi,m,~
.:;"i 2''.'(50 mm} 4
.:'!':::':.---.... ':-. '3. (80 mml 3
3:fluid oz... 4";(100 mm} . :2..::...::-
'i:;(89.cc).'"'6".(150mm) . I ·
:"?--:,::'?.:::,.' .'8,(200mm!' ' 1
· "". ?: ...' "10'~ (250'mm! 1
6 fluid oz. 12". (3(X) mm} 1
(177 cc), 14, (350 mm)
·. 16" (400 mm), 1/2'
RP-105 reda.in the gi~scontainer ~nd
llhesiVe ~mixi~g contain styrene.
'!::'~2 kits fe~dnd IXr-Je~t .... 16 minutes and get medical attention.
..... t':-~' ,-" -If affected by inhalltJo~ of vapor or . ~ .~. '
:Be, aware ~ the.wo~ing time available to dust, remove tO fresh air.
, you after;fire adhedve is mixed. Table 4 Keep out ofthe reach of children. .,
Table 4
Working Time in Minutes after Mixing Adhesive
and ii i~ ~ead~ 1o b.' h.nded, add
Ihe CO~lellls (1'1 lhe gm,ill ,.t)nlalner
(hardener) In lhe large ,.<~nl,t~n~r
For powdered hardeners, pr~ur
sheltered area Io avoid
and con~act with skin and eyes.
Slir IhoroughlY h. aI I,-;;.,; ~r~,e
and unlil nt) slr~aks ,'ifc wsdH,. ~nlhe
apply the adhes~w, Io ih.,
bonded as duscr d)~?d be',<,..~.
Il youl el'~ox¥ adheslw? m~xlule has
slatted Io heal m the conlmner-, discard
and slart a new one,. Heating ~nd~cates
thai the mixture has star',ed lo cure.
Il your polyester adhP..~lve mlxlure has
started to gel in the conlainer, d~scard
and start anew. one.-.Appearance of
gelled (l?mpy] mater~al indicates that
the mixture has started lo cure.
in Iht: adhc;sive kil or with a ......
reus~lJ)le steel spattl a. apply a
pi adhesive approximalely 1/32.inch
(0.8 mm) lhick lo lhe surtace of lhe
socket, including· the pipe stop.
much adhesive on lhe sockel will resell
in a flo~'~eslriclion inside the
Apply adhesive Ii,rally lo lhe enl-i'~'~ ·
spigol surface and a lhin layer t0 lhe
end of lhe pipe. Excess adhesive on
sp~gol surlace will be forced pul when lhu
s<mkel and spigol are jo ned
Proper adhesive application
Correct
In a properly 'made i~'-~ ~l~-~s-~'v~-'~
applied to the socket is pushed ~o the
inside of the joint where it forms
"bead" o! adhesive that protects the cut
edge of the pipe.
Excess adhesive applied to pipe spigot
will be pushed to the outsid~ of the joint
'and can be easily removed.
1
Jncorrec!
Too much adhesive can form a barri'et--
and restrict flow through pipe.
¥. :~'~ ~.;.. . . ..... -, ..'.
a Without delay, insert the Pipe ove~ the pipe end to ~eat the spigot
slowly and without rotation into the socket.
into the socket until the spigot caution: Never use · metal hammer"
e~d reSts firmly against the pipe
' ' For 6-inch (150 mm}.pipe and lai~ger.' ' 'directly on
angular errors of more than 1/2 degree
in the axial or rotational alignment of
spigot and socket ioints are likely'to
introduce ~ubseqUant_~bly:prOblems. ......... .
_ . !f.misaligned. pull jointapert, remo~e
use · ratchet winch to ~ and clamp , ........ .: ' :. adhe~ve from the'pipe ~ot3 area. reepply -
· the joint. Support the winCh' One .,1-'.":. :' 'b' "Fittings.may be ~oined t0'Pipe - · , a dhesiveas in step 6 and rejoin before .... .
wooden bridge aC~ the joint ~o ~ ..?.': . spigots by using one of the-two adhesive ~tarts to ~et up.
the winch can be. left snug while- ' methods of Step 7a or 2~3o~nd
"=' d Check for I~OP~.seating. The- .-
the heating blanket cureS the adhe~ve..: (1kg} rubber hamme~ {Shore A'[:)uro-
Step 8. -Smaller'Pi~e.(2.. 3% and a-inch} ' 'meier 70-80} 2-1/2 to 3 inches (60 to :scribed mark on the spigot (see
· ping on a two-by.four (epproximately: :.-i..:,ii .tepi'dimctly on 8oedstrandfittings.for - .. Step'4a] should now be I inch
(25mm) .from the end of the socket.
:50 x 100 mm) woodan blOCk placad. "':.i::.:.:i'.pr°per seeting- '.it may be helpful o~
: ,?.. ..,:. :., .......... n4~e~y to.back up the ou~de
.' ' ':':::' ' "~ '"~' : ' "'-=: %!:: ;:~=:' '",iradius of an elbow, tee, lateral, etc:;:with
I iandbeg or ~imilar d~)ck absod3ar while
into fitting~;-":~ .
eclean up andremove
~dhe~ve'frOm ou~de o~ :j<~i-n~-'':
and;from.front, __h~___, and Imide __.
.0f.flm~a. Flange facemu~ be'dean '
the remainder of the blanket around the
joint so that overlap, if any, will cover' the
thermostat. Tie the blanket in place
with any nonconducting fie.
bIt is always agO°d idea to insulate
around the heating blanket and
to close the pipe ends. This is
0 C~Jre adhesive'joints as essential when it is windy or when the the th&rmostat end, roll up the blanket.
-oa follOW~: air temperature is below 40°F (4°C). Insert the rolled blanket into the pipe
Place the thermostat end of your t Fiberglass insulation backed with alumi- end the depth of the fresh joint, leaving
Bondstrand heating blanket against the foil generally works ~Vell. In~ulatio'n .... the cord and pm:t of the blanket
assembled joint .with _the thermostat' . ...... should overlap the blanket sides about as shown. Fill the space inside the rolled
side facing out from the joint. Wrap 4 inches (100 mm) each-w~"~d'i~'~ed - - blanket' With fiberglass insulation or some
doWn near.the edges to tr&° the heat..; · other heat resistant materal tO ensure that
Caution: Joint.mu~t not be movedj ' · --- the blanket remainsmugly against the
vibrated, or othenviSe disturbed during inside joint surface.
cure of adhesive. ' -.' ~1 -ApPlY alternating CUrrent (ac) at
C Flange mounting requires a'~°eCial the voltage marked on the heating
blanket, and mark the starting time
wrap. Lay the blanket flat with the. on the-pipe; Make sure-the blanket is
thermostat down and, starting at .. operating and. in fact. heats up.
· . . ' .: '. ~ All adhesives are cured W~th an
.Ameron-approved heating blanket.
BLANKET :. : However, the I~OPer cure time
: .:., , depand~ on thechoiceof adherJveand (the conditions of sewica. Table 5 ' '
: . . ' '" .: summarizes the cum times required, ....
~-. OPeratingpr~Sure .and temperature -.~
the rating of the parts being joined (see
::-:::Boadst _rafa:l Fittings Engine~ing_Guide).'_.
Standard-Y~a3 for Pipe and Fitting joints " .... "?¥':--?i '
~ BLANKET
.... . ' ' ~'~ THERMOSTAT"-
Special Wrap for Flange Mounting
Bonclstrand 30,minutas o~ 60 minu~es or
Adhesi~ 45 minuSes(l! 75minutesCa
Rp-6Af3I Yes No
R P-34(41 Yes ~e~
-:RP-48(4} Yes _ Yes
'RP-~O No ' ~Yes
RP;10513)' Yes ..... No
(1)
(3)
(41
For RP-34 and-RP-48 only - - introduced into the pipe ~ joints ..
Selection of the Prope~ CUre time for t)y temperature change in a pipe
RP-34 ·nd RP-48 e~oxy adhesives restrained ~}ainSt ch·nge in length.'";
depends on (1 } whether the piping.system-- Rule 1.' If the.Operating temperature in
is restrained against length changes, and ..the system is less than.lOO°F (380C), '"
(2) the maximum oper·ting temperature --- uses 30-minUteCUte for Pipe joints and
(110°C). COntact your Ama'on repre-
sentati~ for more explidt instructions;
Read this if a~embling and
in~lling coa~d Bondstrand
Series 5000 pipe.~:~:: ? ." ' ~
Nominal ~ 70 F,..,..: -,. :150 F :.,. :: .,200 F,....-.. '.,
Diameter]' :21~C;.!:i:i!,¥ :.4 .~:,i;!!i.:: .~:'?':tg3~c. ::i;. .120~C ;':... :. :' :;):~Lr'~3,.. ;.W%:fJ..
. .. ;. loO :.:
(~ mini ".':~lg-., ':: -:; 11.-~L. ':::, ,: ~:.., 8.3 ;'.' · ' ':::'.6.g :'
' 4 ..... .. . :2~5:. :...::;::. ' ~' .:~'¥=' · :~' '90 =::'.-
(l~mm) : 15:- .,-~>":~'f :~ ·8.6 ':=:' ' J.:' 62
(1~ mm) ;:.? ' ,~-¥ '6.g.' :.' ~" ~.:{~?:.52
8 :,1~,:~.~. ",. 85 .:/4" :.~ : ~. : ~-' ::--'
{~ mm); "~:;f:;.-IO .~ J¢.~.'::~j.. ~ .... ~.~ :~ ~,' 4.1 "
-" ]0'~.?] '~t.: =125 ......... 75 ::f?-:= ' 55 ............
· (~ mini ?,: ;' 8.6 ",': ".', -5.2 ::- :-,':.. "3.8 · _ -,:.(3;~ :-- . 2.4 ' :';'.]:..
(~ mini ~ ' 7J ' ' ---:.4.5 ,,'. 3.4
14" · 115 . '..:, .65 '::... : .~ . · ~ :, ~ 30~.. .:
-(3~ mm) .7.9 .... -4.5~ - - 3.4 .. Z8, :-....:.Z1 ·
16" 115 , ,'-:~: '~:2:Z '~ .,
(~ mm) 7.g 4.5 ~ 3.4 ' 2~ Z1 ~.] :' '
:'~ Tlie follOWing"rUlesaPplY.- ' .... '. cure ~or fittings. .":"~ · : .... .... :
'...:i .' :' '"" · Rule 2. -If the °peratingtemPerature in ':(Steps ~efe¢ t° A~semb/~/nst'rucff°~ ~
· restrained..... . :. -:.. , .. .. ' 200oF '1 :Cuttin~ pipe. g p pe
·..;..- -and does not'increase more man ~'. :: length, measure the desired length and
· : Here the~'is.pressure and the: :. (110°C) from its. COldest condition !0:? scribe the coating using a pipefitter's ::':.; '. ;:.
ioadsacrOSSthe joint..due:tolxessure.., its. h0ttest condition,use ·.60-minute.:. ·. wraparound. Without remoVing'the :.'/!:i ·
:i' This ~ when ~ebipe is free to:. '.' :':' .cum for pipe joints and flange mOUntingsi.. cOating, cut the PiPe as in St. ep:.l. , ,:?.:-.:.'
~,::.. ~:.?, mo~ .x:~m ".d .ot'blo~. ~ ~ur,~..., ~.~ ~,?TS~.~? cure.f~ .fitx~ogs..'' :::::.: 2': iSh.~m~.,:T0'".~·. ~igox!~ds ~ ?';::..;.. :.: :::~: ?. '
';.: 'The Joint must carry the full end loads ' . . ExCePtiOn: .if the temperature'of ihe: cut,Pipe, it is not ._r~,:~_-:~-~.._-Y to'first:..-':-'::ii:
:" :' caused by.~.~:lp this __,:~e__. temper-, sYstem can change more than 200° F' remove the coating:;i'' Simp!y, m0Unt: ~i.i~
..... . , . .,. . .',;. (....¢-.::~:.,: .. :..::.;~;¢7;;:':-.= <.-.
ature affects onlY:the.strength .of.the ,.,--:-
I-::::~ --joint: it doesn0t'.~:aPpreciable lOad .:... Table 6 ':-.. ,. :. : !:....~ ::::~ -.C.:: ....... ' ...... ~---* -~:: o .,.:~i
· ':'" '::to the =°iht::": :' : ¥'' ... , Maximum. Allowable Pre.urns for · 30. or 45-Minute.cum ::..;':':!.:d:;~'!:.;.'; ::-! ?.
['¢::!'.'CCme.- opera_~:ngmmperature ~_e~__l t? --:-:-:
_"::~':;. ?':':: protective coating is required at Ioca- (k)
-..'; tionI ~mm ~ddle~ are to be ~ at
.....,-::.--bangers and ~uppor~. Use a rOtary wire (I}
: ",-13~ mou~tad o~ a drill moto¢ for.best '(m}
inl~ing du~t :-.
.... ; ::' i~t~; :Dangerl: AVOid ' '(n)
,.:;i:: ..':::~ ?lxoduced b,/.wire brushing. Provide .. -.-. (01
j:~)!/.' :.:idecluati ve~tilationOrwear.OSHA-:j:. ': -
";/:i;'.;:::,;:-.. ~ du~t reSPirat°r;. '"' ":':':'" ,.!~::!'i~ ."" '"'.;
'" 2"'a .....
ment of the pipe with re~i~ct to the (q). pipe vise (Pilot No. 201andll4'" ' ' .
supports is anticipated, a t~ 7. :, :__(8 mml ~'_~--~e_.!~:___o~?. -I~ ..... ' .... . ...................... --::7-.:.:
Ameron shall make an effort-toassure the presence of its technical service
Liability
Conversions
personnel on an agreed schedule. However, Ameron assumes no liability for
the cost of labor, materials or equipment or any other expenses incurred or
accrued, or for damages claimed, by the customer and/or contractor or any
other party due to.any delayor fai!.ure_ of Ameron technical personnel to.be
present on the job site.
Ameron technical .servicepersonnel shall act only in an advisory~.apacity'
and Amemn shall.not be liable for any of their acts, omissions or errors in
judgment or in any training which is provided,' or for any deviations which
may accrue from project specifications.
I psi = 6895 Pa = 0.07031 kg/cra~
I bar = 10~ Pa = 14.5 psi = 1.02 kg/cm=
I MPa= l(P Pa= 145 psi = 10.2 kg/crn~
1 GPa = 10~ Pa = 145,000 psi = 10,200kg/cm~
1 in =25.4 mm
Ift =0.3048 m
I lb-in=0.113 N- m
I Btu- in/(h- ft=- °F) = 0.1442 WI(m- Iq
oC = ~OF.-32)
Important notice
This literature and the information and recommendations it contains are
based on data reasonably believed to be reliable. However, such factors as
variations in environment, application or installation, changes in operating
procedures, or extrapolation of data may cause different results. Ameron
makes no representation or warranty, express or implied, inclu~ling warran-
ties of merchantability or fitness for purpose, as to the accuracy, adequacy::
or completeness of the recommendations or informatiOn contained herein.
Ameron assumes no liability whatsoever in connection with this literature
or the information or recommendations it contains. -
.......... written comments regardi_ng...this document are invited.Pleasewrite- ....
Engineering Manager, Ameron Fiberglass Pipe Division.
Telex 293O96 AMERON FPO
J.E K~7
4191MZ Gek:lefmalse~
The Nee~edar.:~
Tek~x 40257 BONDS NL.
Stazuoka PreL 41~ Jamm
Telex 3925478 FJBO~D J
C)1~7 Am4co~ I~nt441 In U.~A. K4~87 ~
FOR ROYANCO IHSUL-8 CONDUIT S¥STg~S
GENERAL.NOTES
Please check your packing list against cartons received. Be sure all incidental
materials have been received. Have the carrier make out a damage.or Short-receipt" -
if any discrepancies are. found. ' .....
-All units shipped have:individual part numbers' Ai~0-r~,'-toyour,P~king_'iiSt '_i'..; "-.
to be sure you have all units shown. Also'~ith yofic paper~ork;'you'havereceived ....... ~ ....
copies of an installation drawing. This drawing will.show you location of each
individual piece of Rovanco. conduit .... - ..... . .. ~ ............
Take special care to keep the insulation and pipe ends dry during installation. · "
(It is very time consuming to dry out the!nSUlation after it becomes ve~. "Dcy!ng_'.' ...... .'
procedure'for-conduit is shown atthe rearof'this booklet).: .....
Be sure to check the installation draying to see if elbows or loops need..tobe. .... ·
.cold sprung.
Store all boxes of insulation, etc; indoors t0'-proC~ct themfromweaCher. '"
-4.
STORAGE AND HANDLING OF ROVANCO UNITS _
' . . . ........................ '~i~ ..... . 7Y. ' ' '.': .. _ .. :. :....__:__::....:: ... :.~= := c;~==~' ~-:::
· "Open-end" units shiPped,to .you_.have bags attached.from the factory over. the ends ..... . ~
Pleasedo notremove these bags.until the'piPe is to~e installed '-t°.protec~-them-from'-:: ~ ......
wetness. The units should be unloaded from the. truck using a cherry picker or
suitable equipment.- Care should b~'taken to lift. the-units'with nylon slings-so-as
not to damage the epoxy coating. Donot drop units as this .can damage insulation
and outer 10 gauge conduit. If the units are to be stored prior to installation, be
sure that the bottom layer is protected from the ground using 4" x 4" wood~._Woo~
Should be put between layers as the units are st~cked. (We do not recommend stacking
over two layers high).
Page
SUGGESTED METHOD FOR INSTALLATION OF -PIPE UNITS
l~ter ditch has been_opened,2.the Units should bd"-installed in accordance with the-: .........
installation drawing bearing the latest revision number. Each unit has its own part
number.which will match t~e drawingshoWi~g.i~s length. 'We would suggest that you 'dig
belI holes .prior to lowering the units inthe ditch. Care should again be 'taken to
keep the insulatiOn from ~ettin~ Wet durin~ installation[ .... Check the drawing for
possible cold ·spring lOcations p~ior tO welding units-.t0gether, Take note that colored
bands are located on the ends of some units. This band is to match an identical'
Colored band of C'he-~d~a~nt piece at that ~oint.
'This is to' insure that expansion Pipe
supports are located in. the proper areas. These bands must be adjacent to each other'
at the same field-joint-location." Also'note"that straight lengths coming off an
expansion loop or elbow are marked with a "T" on the pipe unit. This designates that
these units-have-a'top...This "T" ~mdst=be at/12 0'clock.be~ore_'the pipe-is WeI~edi-..ii" f-' ........
This insures that our pipe can _move laterally within this special support. As units
are i°Wer-ed into the ditch, take'care that-the'trench bottom is free of.sharp objects or
...rocks. This is also--a good-time t°check-the-coating O~the bottom of the-units to'
check for bad Spo~s Or holidays.
This is d°n-~"With a patch kit or checked with a
holiday tester, per applicable jOb sPecifications.
WELDING OF INTERNAL PIPE
Prior to the welding of the internal pipe, remove the shipping bar attached between the
pipe-and outer jacket. This has been put there to keep the pipe from sliding ~Ut ~f
'the'cOndUit-tn transit-or unloading.--After removing'this shipping bar, you.Fill 'find
it·easier to align the inner pipe and also allow it to expan~ during operation. ~lso
-slide the conduit connector band ove~ one Unit Prior to welding the pipe. This-will
page 3
save you from. spreading the band.open later. If not specified,'we suggest that a
'._ hydrostatic test be run on the tnternal.pipe.-at. 1,~[2 times the job working.pressure; ................
'This test'should be done prior to insulating the joint to insure against a leak.
PIPE' COLD SPRING REquIREMENTS ..........
Refer ..t~ .the .Rovanco in.stallationdrawing since an expansion.elbow or a loop may
.require c01d sPringing. The drawing will show you the amount to spring at each leg.
.'.' Besure that Several units in each direcCionfrom cold spring loCaci0ns are-welded up
first.' As-you skip the Joint to be cold sprung, leave the cold spring amount gapped
between the two pipes. By skipping it and welding these several units down the line you
will accumulate the weight required to keep these pipes' stablewhile' cold Spr/nging
........ later~- To accomplish the cold springing,-weld'p~de~-0f~'~ngle"~ea~h'~iPe'l~ca-~i~'~ ......................
with a'hole'in i~. Runa piece of all-thread, r°d thrpugh hOles and. screw-ii-.together
· . ,now weld out on this joint. See drawing ~i. -- . ........................ .-
FIELD CUTTING OF ROVANCO UNITS
AlthOugh the Rovanco units have been cut in accordance with contractor field measurements,
sometimes obstructions or errors cause additiOnal cu~ting.'---Should-this:.occur,-.keep~in~ ......
mind that .6 inches of bare,pipe must always be sticking out of the conduit in order to
properly weld. To cut the outer conduit, grind or' burn off the epoxy coating ~nd make
a mark with a wraparound. TheJacket can then be torch or saw cut. Excess in'sulation
can be removed and the inner pipe cut per no~mal.pFocedgre. .
INSULATING FIELD' JOINTS
In incidental cartons, you will findsectional insulation for your use. Cut this as
required-per-.-eich jotnt-.and--instail with aband.and Clip, ;..whichare. provided.by-. '
Rovanco.
"~ELDING UP CONDUIT coNNECTOR BANDS.
Note that the ends of the factory conduit and the connector bands· have been left'bare; ::: '
so that you can weld without removing the 'epoxy coating;_The_~ength of'the bands are
15 'inches to easily overlap your 12 inch joint area..After positioning the.band, tack
'the corners on °ne end of'the'connector band to h°ld it in Place,-thenpull the overlap
seam Over'and up 'snug with a ratchettool. Thentack'wel~ the.-end~, of the ........... 'overlap .and.
remove ratchet t°°l' Then weld out on the connector band. We recommend chat 'the
connector band he'welded with one pass and any pinhole leaks repaired after testing.
After all' connector bands are weldedup, a 15 lb. air test should be.put .on,,the.conduit'
~ ........ {~iUiure'-that' yo~"hage ~ watertight, system. Each cOnnector'band should be checked with .........
a soap and water test. Please be sure to depressurize prior t° repairing leaks. If
~ou try to repair with pressure on, you 'are ve~ sub~ect to bl°win~ a lar~er hole at the
leak area. After leaks are repaired, retest the system at 15 PSI and re-soap to insure
that leak has been mended. We'have furnished test._~c_ans in case you need to do an air
test on only part of the system. This test can butts up to an open·end-unit with a
gasket.' "'J" bolts are then used to weld to the conduit. Take care not to step in
front of test can during pressurization. After testing is complete,lcut '!J" bolts off
of conduit and.properly file down.
See drawin~ #2.
RovANco METHOD FOR FIELD COATING CONNECTOR'BA~DS
' Page 5
A roll of' shrink wrap material is located in the Rovan~0 ship. lo. ose car. tons_. __Cut ...............
this· 24" wide 'shrink material 6 'inc~e-s :'i0nger in circ,mference than-'the C°nd~it, . ' ' ·
Apply light heat. to.. the overlap With a 'yell°w billoWy_ flame from a rosebud tip._. Then
apply the shrink sleeve closure strip over .this overlap seam and heat it.. Mat'.it
down for temporary hold. After this, start shrinking the shrink sleeve holding the ·
torch aPpr~Ximately 6-inchesl fr°m"the Sleeve at .the ~6 o'clock or bOttOm position.of
the' shrink, sleeve, then work ·your way Up on each-' Side· until 'the' shrink sleeve is--i: - ._.
-·-fully Contracted ·around the entire ·connector-band. -
REPAIR"OF-'CONDUIT-EPOXY-COATtNG-'IN THE FIELD ...... ~ .......................... .-
Rovanco'has'sent an "epoxy 'penciI"-'with your order-"for:repairing'small voids in the
epOxy..Coating during_transit.orinstallatibn._This stick is heated_with a torch and
_--..-th~-~atet-iaI. meTtS¥~0;t~-~gid a~aii..i-'-}~..:a large area needS'-to .be repaired, it _may
· be necessary`. to--install a-shrink sleeve similar to joint .ma~e-up procedure.
CONCRETE 'PoUR?NG OF ROVANCO 'ANCHoRs
Rovanco recommends that the form for the concrete be done with sandbag or wood. These
forms need not be stripped. Care should be .taken to make the blOck largelenoUgh to
anchor it to undisturbed trench sidewalls. Drawin~ #3 will show you the amount of
concreterequired ........
BACKFilLING THE ROVANCO SYSTF-,~ ' ."i'
It is advisable that the first foot of backfill be free of frozen soil, rocks,, or other
debris. Hand tamping .in 6" layers should occur to one foot above the cond'ui~.' After
this, an electric tamper may be used. Note that you need 24' inches of cover tamped
· 'to' obtain H~20-'traffic load cond~tions. 'This"-"i~'hot'~dequate, however, for railroad
crOssings. In tha~ case, please c~ntact our engineering department.in Joliet,
Illinois, or our local agent.
"~ DRYING-'ROV~N~O CONDUIT- IF .-lT.-BSCOI'~$ WET'-
If the insulation in any section of the conduit shOUld get wet, please, make nOte of
the lOcation. After the line is put in service and the internal pipe.is heated .from
the boiler; air should be forced'through the air space with a portable compressor at
10 PSI.
The air should be pumped' in through the vent at the high end of the system .... ~ . -
and forced out of the drain at the low end. This will push out any water and force-. .
moisture out of the system. You will know the line is dry when you cannot fog a
mirror with the 'aircoming out of the conduit at the low end drain-plug..-.After the-'
SYstem is known to be dry, 'it is recommended that the vent..gt both the high and low
end of the system is piped upWith a gooseneck and left openfor ~enting. The drain
plug on both ends of the pipe system should be left closed.
MANHOLE OR BUILDING ENTRIES
. Note On-our installation drawing to see the-proper buildin§-entr~-.or--manhole-detail.
Also, as .mentioned previously, be sure before turning the job-over to the owner' that
the vent on each end of the system is piped up and goosenecked for vencing; This is
done so that water cannot get high enough to enter the system. T~ drains should
~e~in closedr I~ is reco~nded that at least .,3 inches of' conduit enter through the
wall before our System ends. See entry details on drawin$. ~4.
V-- Coldspring Location . ,Coldspring Location
\. Detail A-A I~ ~[! t ~1 De,ail A-A
; 'LOOP ' ' -
Angle iron welded All-thread rod used
to carrier to Join pipes together
Open
Detail. A-A
N;T.S.
';
NOTE: if !col~spring amount is
gre~ter, lithan 2", ia wider
connecto~'bandl i~ required.
(Standard i~onnec~or band is
1'5" wide)
[-, Coldspring Location
. Detail,A-A: ' '
90° Elbow
'COLDSPRING,DETAIL
J- BOLTS (WELD
4 1'0 CONDUIT)
-- RUBBER GASKET
~AJ~DA~
END ,VIEW
N.T.S..
**INSTRUCTIONS ON REVERSE SIDE**
" 7 3 85
SECTIONAL VIEW
N.T.S.
,'Concrete to extend 10"
off all 6 s~de~ of anchor
plate~
~11 above,concrete dfmens~on~ are m~n~mu~.
Care ~hou!d be taken to anchor the
block ~n~O undisturbed trench
N
Anchor' Pta~e
Factory Weld
, 20 Mil. Epoxy Coating·
Insulation
as ~pecifi~d
Carrier ?iPe~
TOP VI~
N.T.S.
Air Space
· Outer "Conduit
ConcreteiAnchor Block'
AIR VENT
BY OT,HE~S
WELD
L
LEAK PLATE
WALL SLEEVE
TIGHTENING PACKING
[ND PLATE
GL'AND OR END .
SEAL.AS REG,.;~RED .' ...... '. - -'
* ~ ' ' / - 1'4~ 'ti[~.d'~l , CONDUIT~ ~ ~ (
j BOLT / /
?YPiCCE 'WALL '_ENTRY W/TH'AIR
LINK-SEAL
... the' fast, m°dern way to
seal wall pipe penetrations
and pipeline casings at
road crossings..
Economical, easy-to-install LINK-
SEAL .is fast becoming the standard
method for positive, hydrostatic sealing
of the annular space between pipes and
the holes or casings through which they
pass.
Patented in seven countries and sold
'..~l~world-wide by 98 stocking distributors,
Ni~hese unique, interlocking, modular seals
have gained widespread acceptance among
leading architectS,, engineers, contractors-
and pipeliners. '"
Many years of rugged on-the-job use
have proven LINK-SEAL to be far
superior to old-fashioned lead-oakum
joints, expensive hand-fitted flashings,
messy, non-pressure sealing, non-support-
lng mastics or leak and damage suscep-
tible casing boots.
Extremely versatile and available in an
almost infinite .range of sizes, LINK-
SEAL. can be found on such diverse
applications as a pipeline in Arabia, a
pneumatic drug-distributing system in a
modern New York hospital, or a fire
protection system in a British nuclear
power plant. The modular link design
permits easy assembly in the field and
enables users to maintain a complete
stock of seals with a minimum of
inventory.
"While ever~ possible effort has been made by Thunderllne
Corporation to insure that all Link-Seal model numbers and
their co~re$~onding sl~cifications have been accurately set
fO{lh in this catalog, no responsibility is assumed by
Thunderline Corl~oretion for any loss incurred by reason of
any said errors or omissions."
1) Identical links are mold-
ed of solid synthetic rubber,
specially compounded to re-
sist aging, ozone, sunlight,
water, chemicals and extreme
temperature variations.
2) The interlocking links
are connected by corrosion
resistant bolts and nuts to
form a belt. Under each bolt
head 'and nut is a sturdy,
elongated plastic or metal pres-
sure plate. Each nut fits into a
special pocket in its pressure
plate which prevents the nut
from turning when the bolt
head is tightened.
3) Link~-Saal is shipped
pre-a~embled in ten-link units
with complete installation in-
,ructions. Simply add or sub-
tract links and connect the
first and last links tO form a
loose belt around the pipe.
4) Slide '~the- assembled
Link-Seal into the annular
space between the pipe and
the casing or hole through
which it pas~es.
5) Now tighten the bolt
heads. The elongated pressure
plates compress the rubber.
links which in turn expand
to form a continuous, air-
tight, water-tight seal between
pipe and casing or hole.
-0
aHb
.DETAIL
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~..