HomeMy WebLinkAbout16-1693 801 Pole Line Rd W Repipe-Repair Plans - -
KEY NOTES
1 I A I. PLUG BOTTOM INLETS INTO TANKo . FRORFs
j (73' OF 4) - - {.___ _,.y 2. VACUA XISTING TANK FILLWITH SAND ABANDON IN -
1 �IjiCp�' l ACCORDANCE WITH LOCAL REQUIREMENTS.` 4
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___- _ ----- 3. PLUG VENT PIPING OUTLET IF REQUIRED BY LOCAL AUTHORITIES. 't '�17`F ! ?
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{ 5. SLOPE At MINIMUM GRADE. N
6. INLET TO BE SAME I.E.AS OUTLET.
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Building Plans have
been reviewed and approved SHE
All Construction Subject to
c Field Inspection
Page#: 1 of 4
Date:
9/8/16
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TRAPS AND INTERCEPTORS Table 10-3—1015.1
Table 10-3
Gravity Grease Interceptor Sizing
DFUs(1,3) Interceptor Volume(2)
8 500 gallons
21 750 gallons
35 1,000 gallons
90 1,250 gallons
172 1,500 gallons
216 2,000 gallons
307 2,500 gallons
342 3,000 gallons
428 4,000 gallons
576 5,000 gallons
720 7,500 gallons
2112 10,000 gallons
2640 15,000 gallons
Notes
(1) The maximum allowable DFUs plumbed to the kitchen drain lines that will be connected to the grease interceptor.
(2) This size is based on:DFUs, the pipe size from this code;Table 7-5;Useful Tables for flow in half-full pipes (ref:Mohinder
Nayyar Piping Handbook,3rd Edition, 1992). Based on 30-minute retention time(ref.: George Tchobanoglous and Metcalf&
Eddy.Wastewater Engineering Treatment,Disposal and Reuse,3rd Ed.1991&Ronald Crites and George Tchobanoglous.Small and
Decentralized Wastewater Management Systems,1998).Rounded up to nominal interceptor volume.
(3) When the flow rate of directly connected fixture(s)or appliance(s)have no assigned DFU values,the additional grease inter-
ceptor volume shall be based on the known flow rate(gpm)multiplied by 30 minutes.
1014.3.2.2 Toilets,urinals,and other similar 1014.3.5 Construction Requirements.
fixtures shall not drain through the interceptor. 1014.3.5.1 Purpose. Gravity grease inter-
1014.3.2.3 All waste shall enter the intercep- ceptors shall be designed to remove grease
for through the inlet pipe only. from effluent and shall be sized in accor-
1014.3.3 Design. dance with this section. Gravity grease inter-
1014.3.3.1 Gravity Interceptors shall be con- ceptors shall also be designed to retain
structed in accordance with the applicable grease until accumulations can be removed
standard in Table 14-1 or the design by pumping the interceptor. It is recom-
approved by the Authority Having mended that a sample box be located at the
Jurisdiction. outlet end of all gravity grease interceptors
so that the Authority Having Jurisdiction can
1014.3.4 Location. periodically sample effluent quality.
1014.3.4.1 Each grease interceptor shall be 1014.3.6 Sizing Criteria.
so installed and connected that it shall be at
all times easily accessible for inspection, 1014.3.6.1 Sizing. The volume of the inter-
cleaning, and removal of the intercepted ceptor shall be determined by using Table
grease.A gravity grease interceptor comply- 10-3. If drainage fixture units (DFUs) are not
known, the interceptor shall be sized based
ing with IAPMO Z1001, shall not be installed
in any part of a building where food is han- on the maximum DFUs allowed for the pipe
dlecl. Location of the grease interceptor shall size connected to the inlet of the interceptor.
meet the approval of the Authority Having Refer to Table 7-5, Drainage Piping,
Jurisdiction. Horizontal.
1014.3.4.2 Interceptors shall be placed as 1014.3.7 Abandoned Gravity Grease
close as practical to the fixtures they serve. Interceptors. Abandoned grease interceptors
1014.3.4.3 Each business establishment for shall be pumped and filled as required for aban-
which a gravity grease interceptor is doned sewers and sewage disposal facilities in
required shall have an interceptor which Section 722.0.
shall serve only that establishment unless
otherwise approved by the Authority 1015.0 FOG (Fats, Oils, and Greases) Disposal
Having Jurisdiction. System.
1014.3.4.4 Each gravity grease interceptor 1015.1 Purpose. The purpose of this section is to
shall be located so as to be readily accessible provide the necessary criteria for the sizing, applica-
to the equipment required for maintenance. tion, and installation of FOG disposal systems desig-
151
St.Lukes Magic Valley
Kitchen Grease Laden Fixtures
9/6/2016
Fixture Callout Quan. Drain FU Total FU Comment
Floor drain P-15 7 2 14 Emergency floor drains-include to be conservative
Floor sink P-16 6 2 12 Up to 15 gpm(per table 7-4)
Floor sink(4") P-17 1 4 4 Up to 30 gpm(per table 7-4)
Trench drain P-42 1 4 4 Up to 30 gpm(per table 7-4)
Trench drain _ P-55 1 4 4 Up to 30 gpm(per table 7-4)
Sink(single compartment) K-13 1 2 2
Sink(single compartment) K-24 2 2 4
Sink(single compartment) K-85 1 2 2
Triple compartment sink K-90 1 6 6
Sink(single compartment) K-131 1 2 2
Total drain FU 54 Connected grease laden drain fixture units(2009 Idaho State Plumbing Code)
Per code chapter 10 section 1014.3.6.1 and table 10-3 for gravity interceptor sizing
1,000 gallon interceptor-35 FU max connected capacity
1,250 gallon interceptor-90 FU max connected capacity
Use 1,250 gallon interceptor tank as connected drain fixture load is 54FU
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