HomeMy WebLinkAboutPlansCHANGES IN TEMPORARY CONSTRUCTION TRAILER PLACEMENT
Please note that the placement of the construction trailers has been modified from the
original plat provided with the Special Use Permit Application. These changes are being
implemented to improve safety and operations in the Central Production Area storage
area. The revised placement also optimizes space requirements to allow additional room
for general storage.
Sheet No. 1
=========;;;:==:.==== =======:=======================================:
BEN J. KRAKOWSKI, P. E.
CONSULTING STRUCTURAL ENGINEER
•·. • ••• ,.,. r
• ~ : ... : ... t •
13413 N . 101st Way Scottsda.Je: · Az . 85266 Phone : (480) 451 -0587
================= ==============================================
C~_L_9_lL~_JJQNS FQA :
STD. 12' x 60' MODULAR OFFICE UNIT
STATE OF COLORADO
PREPARED FOR : MOBILE MINI, INC., MARICOPA, AZ.
2003 · International Building Code
Roof Uve Load
Roof Dead Load
Floor Uve Load
Floor Dead Load
Wall Dead Load
Wind Load :~
=
=
=
=
=
40 psf (snow)
10 psf
50 psf
10 pst
7 psf
Basic ·wind Speed, v 3s = 100 mph, lw = 1.0
Height & Exfi>osure Coeff. (0 -15', Exp. C) = ·1.21
MWFRS Load = 15 .9 psf (roof slope: 0-5 deg.)
p = (15.9 psf)(1 .21)(1 .0) = 19.2 psf (horiz.)
Seismic Load :
S"ffe cras-s-·-D~ Design Category D
Ss <= 0 .25, Fa = 1.6, le = 1.0, A = 6.5
S ms = Fa Ss = (1 .6)(0 .25) = 0.40
s ds = 2/3 S ms = (2/3)(0.40) = 0 .267
V (simplified) = 1.2 S ds W 1 A = 0.092 W
Allowable Soil Bearing Pressure = 1,000 psf
MATERIAL .§.P~CI FICA TI()N_§_;_
1. Foundation Pads -3 " thick precast concrete or min. 3/4" thick pressure-treated
plywood * (marked PS 1 ). See Foundation Plan for pad sizes.
2 . Support Piers -Adjustable steel jack stands, min. 4,000 lbs . capacity.
3. Tie -Down Anchors -Minute Man Model 4430 -0H 3/4 MMA -6 (or equal) auger -type
anchors , min . holding power = 4,725 lbs . lnst~l per waoutacturer's recommendations.
------~----------------------------~ s . Szs.--
* P-T Plywood pads: min . 3/4" thick for 16" x 16"; min. 1 1/8" thick for 24" x 24".
12' x 60' UNIT: Sheet No. 1,.
========================================================-==--
FOUNDATION PADS
============~===================================;=============
QESIGN J2AJA :
Roof LL + DL = 50 pst
Floor LL + DL = 60 psf
Exterior Wall DL = 7 psf
Allow. Bearing Pressure = 1 ,000 psf
E8QS. ALONG_ CHASSIS .BEAM SUPPORTS :
Spacing of Pads =
Total LL + DL =
Pad Area Req'd. =
Area Provided =
2.50 ft. o.c.
1,767 lbs.
1.77 sq. ft.
1.78 sq. ft ...... OK
Roof Trib. Width =
Floor Trib. Width =
Ext. Wall Height =
Type of Pad:
Pad Width =
Pad Length =
5.9167 ft.
5.9167 ft.
6.00 ft.
See Sheet No. 1
16.00 in.
16.00 in.
Therefore, Use: J6" x 16" Fqundation Pad!J _ _@_2'-6" o.c. (::>~ Sf:!~~!_ No. 1),
f!elow Mi!JSt~l~ ~t~~:~tJack_ §lJPPc>rts.
!,t.TEAAL FORQE ANCHORAGE:
Wind Load = 19.2 pst
Seismic Load = 0.092 W
Max. Wind Load= 3,091 lbs. <--Governs
Max. Seism. Load = 449 lbs.
Anchor Type: MMA-6 Auger-Type
Anchor Capacity > Max. Load .... OK
Roof + Floor DL =
Building Width =
Building Height =
Anchor Spacing =
Anchor Capacity =
20 pst
11.63 ft.
11.50 ft.
14.00 ft. o.c.
3,340 lbs.*
Therefore, Use: MlniJ!e. Man Mg_~~--4-t3Q-:-PH ~~~-.tJI~=~-J\L!ger:::!~e Anchors
{Or Eguai) __ @_J£:-0" o.c.L~=-~~h Side ofJ.Jnjt.
*Anchor capacity @ 45 deg. angle = (4,725 lbs.)(0.707) = 3,340 lbs.
~~--" .ftt· ~v. "R:!~ . . ··"-:,. " ''oo'·.:;,, I ~·:<> ;',"!;. (/)~
ji¥1: 24600 25 }
r/t}·. / '• ........ .·· ~ ,.-;r_, ·-....... •' :... ......
ft. ~~~... -·<f>\.{•
IT lt-
60'
l •
1
14'-0"
r
14'-0"
I I
t-
1
14'-0"
I
Sheet No. 3
CONSUl. Tlf.J'G-STRDCTURAL l:f\.IGINEER
----------·---~~.-----------. -------~-----·---·--· --~~--
11 '-10"
7.958'
. (95.5'')
l4--C.L steel
chassis beam-~
FOUNDATION PLAI':{
.,~~-(N.T.S.)
11'-0" ----
2'-6" o.c.
i
16" x 16" Foundation pads with
adjustable steel support pier, typ.
See Sht. No. 1 for specifications
..,_ Unit outline
.--+--Auger-type tie-down earth
anchors (10}, see Sheet No. 1
for specifications.
STANDARD FACTORY-BUILT MODULAR BUILDINGS
!>iHl-4\A.S~I$ E'>EN1-~
~J . .STE.E.L. \'lf.{l.
fovtJI>A1\-v..V PA.-111 SE.E. PLktJ ---,
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II£--bot.J.V f. A P-1\-\ 1\fJt:-\\ol!..;
Sf:. f. PLAt-> ----;J..----;;;(-...-.ll~
TYPICAL FOUNDATION & TIE-DOWN DETAILS Scale: 3/4" = 1'-0" S-1
FINISH SCHEDULE
FLOOR
BASE
WAllS
TRIM
CEIUNG
SYM S THK. "'-'~'L TYPE MAn lYPE JAMB GRP GR QTY OPENING REMARKS
® 3018 1 3/4" ~-H.U. NJM 4 1/• :s1 1/2." • Ill 1/4
SYM
61
311" .~·
FINISH GROUP
REMARKS
IIORI20N'IAI. ..wt.IINUM ..... 8I..M>S {"""") (>)
COLOR>r""'
lifT. I'IINODW GIJAIICS •/ ONE W~V SECUim' SCR(WS
OR, el.'!:K OETAI
APPHOVEu
SUB.ll'XT TO N()11tD
.t.XuxnoNS a INSI"t.~
GARf'~H•:LD COUNT\'
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STATE OF COLORADO
DIVISION OF HOUSING
JUN 27 2003
PLANS APPR~.
S'J&!ECT TO Aa0 INSPEC..'TIQft ~
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OFFICE #1 OPEN OFFICE AREA
FLOOR PLAN
SCALE: 3/16"•1'-0"
II
MECHANICAL PLAN
OFFICE
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STP,TE OF COLOAADO
DIVISION OF KOUSING
UODULE (.0.)
WITCHING DENOTES
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INSIDE OF W.O.U.
MODULE (A)
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REFLECTIVE CEILING PLAN
STATE OF COlO~ An,...
DIVISiON oF t.K)USiNG
JUN 2 7 2005
INTERIOR SECURITY BAR DETAIL
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~~~ABLES "' 2'• STUDS AT IS' o.c.
OON.1<fAT&'o.c,EliG£
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16d JDX NAD..S
AT 16' o.c.
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DETAIL
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3 • lllmiTD tACH STUll
2"• STUDS
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DE AIL E
GENERAL NOTES'
D ALL SHD'WN NAILS ARE ASSUMED Hl BE B!JX NAILS.
2> ALL LUMBER TD BE GRADE STAMPED BY AN APPROVED
GRADING AGENCY.
3) REFER TO FLOOR PLAN CONSTRUCTION NOTES FOR ALL
MEMBER SIZES AND GRADES.
SHEAR\JALL TYPES
<ALLD'JAilE UNTT SI£AR VIILU£S)
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CONNECTION TYPE tiAll lYP£
RArTER TO liD! RAnER "' ' '" liD! !W'TrR TO lD' PUITE '" TIP FUT£ TO TIP PUI '" 'llP PLATE TO $M1 '"' BD TIJI .IT = '" " PLA E TD " f1.!IR ,(liST TD ~ .ti!ST "' AID' Ja!<JNO Til OWTDIS " n.IIR IEOIK Til .lim; " oo. mJNI; lll S1\IIIS " ~ .... -...............
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STATE OF COLORADO
DIVISION OF ;.;,r)us·~· .....
-"I'U
JU1~! 2 7 2M5
!.:JJ!='ROVF.D
XIN3:0Hd
EXTERIOR ZONE WIND LOAD:
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PROPOSED SKINNER RIDGE CENTRAL COMPRESSION FACILITIES
SECTION 36, T5S, R98lf, 6TH PM
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W 1/• CORNER
SECTION 36, T!iS, R98W
FOIJNO STONE W/POST
LEGAL DESCRIPTION:
CHEVI«lN PROPiR'l'Y
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TIIACT 104
' /'
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//
//
//
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A PAAC£L OF LAHD SITUATE IN TRACTS IOJ AND 104 LOCATED IN 11-IE NW 1/4 Of' SECTION JG, TO\\NSHIP 5 SOUTH, RANCE 98 1\E:ST OF' Tl'E 6T1-I
PRINCIPAl. r.tERIDIAN, COUNTY Of' GARFIELD, STATE OF" COLORADO, THE PERit.!ElER BEING t.IORE PAATICUt..AAtY OE:SCRIBEO FOR AREA AS fOLLOWS:
COMioiENONG AT A fOUND STONE IN Pl.ACE FOR THE W 1/4 CORNER Of' SAID &CTIOH 36, 'MiENCE A fOUND 1924 GLO BRASS CAP IN PLACE fOR lliE
NORTHWEST CORNER OF" SAID SECTION 36 BrARS NOO'M'J9"W A DISTANCE Of 2643.36 FEET, WITH ALL BEARINGS CONTAINED HEREIN SEING RELATIVE
THERETO: TliENa: N16'J8'~rE A DISTANCE: Of' 213.19' f'EET TO THE TRUE POINT Of BEGIN~NG Of THE PARC£l OESCRiaEO HEREIN: TliENCE
N68'48'5J"E A DISTANCE OF 7+0.JJ fEET: THENCE S2511'JO"E A DISTANCE Of 507.55 f'EET: THENCE SM"Ol'Jil'W A OISTANct Of 681.02 F'E£1;
THENCE N14'22'17"W A O!STANCE: OF 122.58 TO THE POINT OF BEGINNING. CONTAINING 11.19 ACRES MORE OR lESS.
NOTES:
1} lHE P~OPOSE:O Sllf; AS SHO\\N ANO DESCRIBED ABOVE IS NOT A BOUNDARY SUR~ AND NO t.IONUt.I(NTS WERE SET, THE PURPOSE OF THE ABOVE
ltGAL OESCRIP110N WAS TO DESCRIBE lHE PERit.IETm AND AREA 'o\llHIN CHE\IR.Crt-1 PROPERTY FOR lHE PROPOSED SKINNER RIDGE CEHTAAL
COidPRESSlON FACIUTY.
2) THE CENlRAl FACIUTIES EDUIPt.IENT ARRANGEMENT AS SHOWN ABOVE WAS PREPAA£0 BY URS -WASHINGTON Ol'o1SION PER PLAN
PBSR-598J6AVF-CIV-LAY-VRS-00000-00005-00, REV 0, DATtO APRIL 22, 2008.
.. + . •
GRAPHIC SCAlf; IN fEET ·--·10 mf
CON&T~UCTION 6U~YI"r'e, INC.
6UNRIR BL.YC.
eo ertt~2
SURVEYOR'S CERTIFICATE
PBSR-fi9838AVF-CIV-SRV-CSI-00000-00001-U02
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CALCULATION Sheet No
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SHEET C·Jkubtioll Nu.
Chevr~n ;J,, ~A-V~C Pn.•jcct No.
2''154'2-PROJECT TITLE
C'uk. By :./)2 t/ 0 7/z/<>8 Rev.
SUBJECT/FEATURE oi+!~ L&;iou~~s:t) Chcchll By D~tc
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J-o) lw\dO GARFIELD COUNTY BUILDING AND SANITATION DEPAR TMENT
108 Eighth Street, Suite 401
Permit 451 1
, .(, Sl) 2 Phone (970) 945-8212 l__. r'J , ~~ Glenwood Springs, Colorado 8160 1
Assesso r's Parcel No.
')I , -J l· ~D
iNDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
This does not cons titute
a building or use pe rmi t.
Sys tem Location --=--+-..>....,.L'=>''-----'~+-'<-....loL..!...L...:-::-""--''--..!.......-'"---'---+--''----'----I-7'~""7'-="-tf'""""-'C1......<'------
Legal Description of Assessor's Parcel No. -~-+-...C.....__J_--+-"=-~----"'-~~--=:........J.-+------------
SYSTEM DESIGN
\~Ob "3Ll b0 Septic Tank Capacity (ga ll on)
_____ Percolation Rate (minutes/in ch)
Required Absorption Area -See Attached
Special Setback Requirements :
_____ Other
Number of Bedrooms (or other) ___ _
Date ____________ In spector -------------------
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Ca ll for In spec ti on (24 hours notice) Before Covering In stall ation
System Installer ----------------,,----r-----::>r--:-+---=------------/ A t/'ir .. (.../ .. :1 ~ Septic Tank Capacity --------'-----------/-'-'-/ ____ ___,""'"-'''---:::__-----
/ ~~ -/
Septic Tank Manufacturer or Trade Name ___ __,?21"-•...:.'J..:.:/t'('+,-'-'f '---'-' r =f ~.:...Y' _ _.__ _ __:_I _,_.(;./,._? _:i-'1 '+-,-'-~"'---------/ /
Septic Tank Access w ithin 8" of surface-------------------------
Absorption Area---------------------------------
Absorpt ion Area Type and /or Manufacturer or Tr ade Nam e-------------------
Adequate comp li ance with Cou nt y and State reg ulati ons/requireme nts---------------
Other _________________ ~~--~----~---------
Date --~!t..:..l_; --=-?"-1--=rJ'-"/ ..... )'---__ Inspector _ ___;_,1_(--=-rf---'-'.J'--...:.· ,--'/ ilc.:.r _(....:.'/,_,_l'_,_/-=-(_'· ________ _
RETAIN WI TH RECEIPT RECORD S AT CONS TRUCTION SITE
CONDITIONS:
1. All installation must comp ly with all requirements of the Colorado State Board of Healt h Individua l Sewage
Di sposa l Systems Chapter 25, Article 10 C.R.S . 197 3, Revised 1984 .
2. Thi s permit is valid on ly for con nection to structu res which have fully comp li ed wi th County zoning and
building requirements. Connection to or use with any dwelling or stru ctu re s not approved by the Building and
Zoni ng office shall automa tically be a vio lat ion or a requ ireme nt of the permit and cause for both lega l action
and revocation of the permit.
3. Any person who cons truct s, alte rs, or installs an ind iv idu al sewage disposal system in a manner whi ch
involves a knowing and material varia ti on from the terms or speci fi ca tion s conta in ed in the app li cation of
permit comm its a Class 1, Petty Offense ($5 00 .00 fine-6 months in j ai l or both).
Whit e-APP LI CANT Ye llow -DEPARTMENT
GARFI ELD COUNTY SEPTIC PERMIT APPLICAT ION
108 8111 Street, Suite 401, Glenwood Springs, Co 81601 ..\,h_ \ ( l'\ (i 5
Phone: 970-945 -821 2/ Fax: 97~s;;3470 I Inspection Lin e: 970-384-5003 'J7T"" -=r\V \
Wl'fW.I!.: e -countv .com
I Parcel No: (llli s inl01m ation is avai lable at the assess 011 otlice 970.945-9134)
2139-163-00-014
2 Job Address: [rf an address has not been assigned, please provid e Ct. Hwy01 Street Nam e & City) or and legal des~ion 2700 Clear Creek Road, P.O. Box 296,
De Beque, CO 81630 -CPF located 2.5 miles north -northeast of end of CR 211 -about 19.5 north -northeast of De Beque
3 Lot Size:
NA
Lot No: Block No: Subd ./ Exemption :
4 Owner: (propetty ovmer) Mailing Address Atten : Ken Jackson Ph : Ail Ph :
Chevron U.S.A. Inc. 11111 South Wilcrest Drive (281) 581-4991 (281) 435-0666
Houston TX 77099 s Contra~ Mailing Address 005 Power Line Road Ph : AI! Ph:
Down alley Septic and Drain Rifle CO 81650 (970) 625-5556
6 Engineer: Mark Nothaft • Mailing Address 7800 E. Union Ave., p~303) 843-2092 AHPh:
URS .IAI .... I.I '" Dlvl!llon Sui te 100 , Denver CO 80237
7 PERMIT REQUEST FOR : (X) New Installation ( ) Alteration ( ) Repair
8 WASTE TYPE : ( )Oweling ( )Transient Use ()()Commercial or in dustrial ( )Non-Domestic wastes
( )Other-Describe
9 BUILDING OR SERVICE TYPE: Tem~ra[i construction trailers to su~~rt Central Productton Facill~ construction
Number of bedrooms ~on~ Garbage Grinder (x)Yes ( )No
10 SOURCE & TYPE OF WATER SUPPLY: ( )WELL ( )S PRING ( )STREAM OR CREE K ( )CISTERN
If supplied by COMMUN ITY WATER , give name of supplkl r:
11 DISTANCE TO NEARESTCOMMUNITYSEWERSYSTEM: 19+ miles to De Beque, CO
W•• en effort made to connect to tht Community System? Tempora~ regulrement-no effort made due to the lack of Infrastructure.
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN
12 GROUND CONDITIONS:
Depth to 111 Ground Water Table >20ft Peroa nt Ground Slope NA -tank storage
13 TYPE OF INDMDUAL SEWAGE DISPOSAL SYSTEM OSDS) PROPOSED :
( )Septic Tank ( )Aeration Plant ( )Vault ( )Vau~Privy ( )Composting Toilet
( )Recycl ing, Potable Use ( )Recyc ling , other use ( )Ptt Privy ( )Incineration Toilet ( )Chemical Toilet
( x\Other-Describe On-site storage tank-waste tran sported off site to Rifte wastewater treatment plant
14 FINAL DISPOSAL BY:
( )Absorption tre nch, Bed or Ptt ( )Underg rou nd Ois~rsal ( )Above Gro und Dispersal ( )Evapotra nspiration ( )SMd fi lter
( )Wastewate r pond (x)Othe r-Descri be aste trans~orted to Silt, CO, wastewater treatmen t ~lant
IS Will effluent be discharged directly Into waters of the state? ( )YES (X)NO
16 PERCOLATION TEST RESULT: (b lie complet ed by Registared Professional Engineer, ~lhe Engineer does the Pen:ol ation Te sQ
Minutes per inch in hole No.10 Minutes per inch in hole No.3
Minutes per inch in hole No.11 Minutes per inch In hole No.4
Name, address & telephone of RPE who made soli absorption tes t: NA
Name, address & telephone of RPE responsible for design of the system : NA
17 Applicant ackn oWl edges that the comple teness Of the appliCation is cOnd iti onal upon such further mandatory and addttional test and reports as may be required by
the local health department to be made and fumished by the applicant or by the local health department for purposed of the evaluation of the application ; and the
issuance of the permit is subject to such terms and conditions es deemed necessruy to insure comp Uanoa with rules and regulations made, information and
reports submitted herewith and requ ired to be submitted by the applicant are or will be represented to be true and OOITect to the best of my knowledge and belief
and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein . I further
understand~tion ~esentation may result in the denial of the appHcation or revocation of any permit granted based upon said appUcation _:~egalactionfor ~o / ~~ __ . ____ . __ /O/fli_.!?.e _____
OWNERS SIGNATURE l DATE
*Permit a •Ilea lion ared b URS-Washin ton Division, 7800 E. Union Avenue , Denver, CO 80237 ; 303-843-2219 office ; pp prep y g
303 -526~514 (cell); Atten : Sally Cuffin STAFF USE ONLY
Permit Fee : I PerkFee: Total fees : Bu"ii'\~~
Septic Permit#: Issue Date:
Buildlag & Plaanlag Dept:
APPROVAL DATE
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URS
Washington Division
PICEANCE BASIN
NATURAL GAS DEVELOPMENT PROGRAM
Chevron
1111
GARFIELD COUNTY, COLORADO
Calculations for ISDS for Central Processing
Facility Temporary Office Buildings
1
0 Approved for Construction
A Prelim . Issued for Review/Comments
REV. DESCRIPTION BY CHKD APVD cvx DATE RVWD
REVISIONS
CLIENT: CHEVRON North America Exploration and Production
PROJECT: Piceance Basin Natural Gas Development Program
JOB NO.: 29454
DOC. NO.: Not Applicable
C :\Documents and Settings\gatec534\Desktop\Copy of Chevron Temporary Office Buildings Calculations .doc
URS
Was hington Division
Chevron
li1
Date: 10/10/0 8 CALCULATIONS FOR CENTRAL PROCESSING Doc. No. Not Appli cabl e FACILITY TEMPORARY OFFICE BUILDINGS
Rev: 0 PICEANCE BASIN NATURAL GAS Page : 2 of 2 DEVELOPMENT PROGRAM
Chevron Temporarv Office Buildings
Sewage holding tank sizing based on the following :
1. International Private Sewage Disposal Code -2003 (see attachments)
2. 18 people at the site
3 . 20 gallons per day per person
4 . 5 day holding capacity
5 . 2 ,000 gallon minimum holding tank capac ity
18 people x 20 gpd = 360 gallons/day x 5 days = 1 ,800 gallons
Use 2,000 gallon tank (minimum tank capacity)
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L. FEIST
CHEVRON TEMPOKAR'I OFFice BUIL0/1-/GS
?~WAGe /loL.O!NG 7ANI< S!Z!N6 BASeD
oN 7/IE. rtJLLOW/NG :
/. 1/Jrei!.NAT!ONAL.. ?~IVATc. SeWAGe ols~osAL c ao£-2oo3
2 . IS ?t=OPLE AT rilE-51/C.
3, 2 D 6AlLoNS ?t::l<. DA '/ ?tEl<. ~ei(SoN
4 . 5 OA'i /ltJLOING CAPACITY
5 . .21 00D qALLON /vi!N!UUM f/IJLOJN6 TANK.. CAPACITY
jg PeoPLe X :Zo G?O == 3'0 GALLoNSjOA'/
X 5 PAYs = ~goo 6ALLofls
USe :2.1 ()tJD 6ALLoN TANK. {jvtiNIMUM 7AIVK cArAe~ri)
\ TANKS
TABLE 802.7.2-continued
ADDITIONAL CAPACITY FOR OTHER BUILDINGS
BUILDING CLASSIFICATION CAPACITY (gallons)
Restaurants (24 hour)-kitchen a nd toilet wastes (per seating space) 60
Retail store s-customers 1.5
Schools (per classroom-25 pupil s per classr oom) 450
Schools with meal s served (per cla ss room-25 pupils per c lassroom) 600
Schools with meals served and showers provided (per class room) 750
Self-service laundties (toilet waste only, per machine) 50
Automatic clothes washers (apartments, service buildings , etc .-per machine) 300
Showers-public (per shower taken)
Swinuning pool bathhouses (per person)
For SI : I gallon = 3.785 L.
SECTION 805
HOLDING TANKS
805.1 Approval. The installation of a holding tank shall not be
approved where the site can accommodate the installation of
any other private sewage disposal system specified in this code.
A pumping and maintenance schedule for each holding tank in-
stall ation s h all be submitted to the code official.
805.2 Sizing. The minimum liquid capacity of a holding tank
for one-and two-family dwelling s shall be in accordance with
Table 805 .2 . O ther buildi ngs sha ll have a m in imum 5 -day hold-
ing capac ity, but no t less than 2,000 ga llons (7570 L ). Sizing
shall be in accordance with Table 802.7 .2 . Not more than four
holding tanks shall be installed in series.
TABLE 805.2
MINIMUM LIQUID CAPACITY OF HOLDING TANKS
TANK CAPACITY
NUMBER OF BEDROOMS (gallons)
1 2 ,000
2 2,000
3 2,000
4 2,500
5 3,000
6 3,500
7 4,000
8 4,500
For SI: I gallon= 3.785 L.
805.3 Con s truction. Holding tanks shall be constructed of
weld ed steel, monolithic concrete, glass-fiber reinforced poly-
ester or other approved materials.
805.4 Installation. Tanks s h all be located in accordance with
Section 802.8, except the tanks shall be not less than 20 feet
(6096 mm) from any part of a building. Holding tanks shall be
located so the servicing manhole is located not less than 10 feet
(3048 mm) from an all-weather access road or drive.
805.5 Warning device. A high -water wa rning device shall be
install ed to activate 1 foot (305 mm) below the inlet pipe. This
device sha ll be either an au dible or an approved illuminated
34
15
10
alarm. The electrical junction box, including warning equip-
me nt junctions, s hall be located outside the holding tank or
hous ed in wate rproof, explosionproof enclosures . E lectrical r e -
lays or controls shall be located outside the holding tank.
805.6 Manholes. Each ta nk shall b e provided with eith er a
manhole not less than 24 inches (610 mm) square or a manhole
with a 24-inch (6 10 mm) inside diameter extending not les s
than 4 inch es (102 mm) above ground . Finish grade shall be
sloped away from the manhole to divert surface water from th e
manhole. E ach manhole cover shall have an effective locking
d evice. Service ports in manhole covers shall be not less than 8
inches (203 mm) in diameter and shall be 4 inches (102 mm)
above fini s hed grade level. The service port shall h ave an effe c -
tive locking cover or a brass cleano ut plug.
805.7 Se ptic tank. The outlet shall be sealed w here an ap-
proved septic tank is ins talled to serve as a holding tank. Re-
moval of th e inlet and outlet baffle shall not be prohibited.
805.8 Vent. Each tank s hall be provided with a vent not less
than 2 inches (51 mm) in diameter and shall extend not less than
12 inches (305 mm) above finished grade, terminating with a
return bend fitting or approved vent cap.
20031NTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE®
•
\ TANKS
TABLE 802.7.2
ADDITIONAL CAPACITY FOR OTHER BUILDINGS
BUILDING CLASSIFICATION CAPACITY (gallons)
Apartment buildings (per bedroom-includes au tomatic clothes washer) 150
Assembly ha lls (per person-no kitchen) 2
Bars and cocktail lounges (per patron space) 9
Beauty salons (per station-includes customers) 140
Bowling ce nters (per lane) 125
Bowl ingcenters with bar (per lane) 225
Camp, day use on ly-no mea ls served (per person) 15
Campgrounds and camping resorts (per camp space) 100
Campground sanit ary dump stations (per camp s pace) (omit camp s paces with sewer co nnection) 5
Camps, d ay and night (per person) 40
Car washes (per c ar hand was h) 50
Catch bas in s-garages, motor fuel-di spensing fa cilitie s, etc. (per basin) 100 I
Catch basins-truck washing (per tru ck) 100
Churches-no kitchen (per person) 3
Church es-with kitchen (per person) 7.5
Condominium s (per bedroom-includes automat ic clothes wa she r) 150
Dance halls (per person) 3
Dining hall s-kitchen and toilet waste-with di shwasher, food waste grinder or both (per meal served) 11
Dini ng ha ll s-kitchen waste only (per meal served) 3
Drive-i n restaurant s-all paper service (per car space) 15
Drive-in restau ra nt s-all paper service, inside seating (per seat) 15
Drive-in theaters (per car space) 5 -"" " Em pl oyees-in a ll bu ildin gs, per empl oyee-tota l all shift s 20
Floor drains (per drain) 50
Hospital s (per bed space) 200
Hotels or motel s and touri st rooming houses 100
Labor camps, central bathhouses (per employee) 30
Med ical office bui ldings, cl inics and dental offices
Doctors , nurses, medical staff (per person) 75
Office perso nnel (per person) 20
Patients (per perso n) 10
Mobile home park s, homes with bathroom g roups (per site) 300
Motor fuel-dispen sing facilities lO I
Nursi ng and rest homes-without laundry (per bed s pace) 100
Outdoo r s ports fa cilities (toilet waste only-per pe rson) 5
Parks, toilet wa stes (per person-75 p ersons p er acre) 5
Parks, with showers and t oilet wastes (per person-75 perso ns per ac re) 10
Restaurants-dishwasher or food waste grinder or both (per se at) 3
Restaurants-kitche n and toilet wastes (per seating space) 30
Restaurants-kitchen was te onl y-without di shwasher and food waste gri nde r (per seat) 9
Restaurants-t oilet waste only (per seat) 21
Re staurants (24 -hour)-dishwasher or food waste grinder (per seat) 6
(continued)
20031NTERNATIONAL PRIVATE SEWAGE DISPOSAL CODE® 33
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