HomeMy WebLinkAboutSubsurface Investigation and OWTS Design 04.17.201833 FourWhêol Drive Rd
, 'i'1': '' ji;l
€urbondole, C0 8ldl3
9t0.309.5259
April 17,2018 Project No. C1369
Chris Janusz
cmjanuszl 23(Oomail.com
Subsurface lnvestigation and Onsite Wastewater Treatment System Design
4-Bedroom Residence
3644 Hwy 82
Garfield County, Colorado
Chris,
ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater
treatment system (OWTS) design for the subject residence. The property is located outside of Glenwood
Springs, in an area where OWTSs aro n€cessary.
Legal Description: MBL HOME TITLE: 248714809 SERIAL: 5TFK1OWP8515CU YEAR: 1959 MAKE:
DETROITER 1O X45 SPAGE: O
Parcol lD: 2185-27 1-00{,27
SITE CONDITIONS
The property is curently developed with a mobile home. The mobile home will be removed and replaced
with a 4-bedroom, modulai, single-family residence. The existing OWTS components will be properly
abandoned.
There is a private well located on the property. The new septic tank will be located greater han S0-feet
from the proposed septic tank and greater than 1O0-feet from the proposed soil treatment area (STA).
The property slopes to the southwest with a moderate grade. There is a fairly level area where we have
proposed the STA. The site is vegetrated with native grasses and bushes.
A ditch in a culvert is located approxlmately 8O-feet north of the proposed STA. There is also a power
pole in close proximity to the proposed STA. A minimum 10-foot setback will be maint¡ained from the
power pole to the STA. A m¡n¡mum 1O-foot setback will also be maintained from the STA to the propsrty
boundary.
SUBSURFACE
The subsurface was investigated on April 13,2018 by digging one soil profile test pit excavaüon (Iest Pit).
Space on üe property is limibd for multiple Test Pib. A visual and tactile soil analysis was completed by
Carla Ostberg.r
The materials êncountercd in the Test Pit #1 consisted of reddish brown loamy sand to a maximum depût
explored of 7-feet. No bedrock or groundwater was encountered.
t Cada Ostberg holds a Certiñcate of Attendance and Examination fiom the CPOW Visual and Tactile
Evaluation of Soils Training.
Page 3
The STA will consist of a chamber bed with four rows of 10 'Quick 4' Standard Plus lnfiltratort@ chambers
for a total of 40 chambers and 480 squaro feet of infiltrative area.2
Effluent will be pressure dosed to a '1.$inch diameter level manifold and 1.$inch diameter latsrals, which
must be hung with zip ties from the underside of the chambers. Laterals will have 5/32-inch diameter
orifices facing up, with the excoption of the first and last holes facing down for drainage. We recommend
Orenc@ Orifice Shields be placed on the downward facing orifices. The orifices must be placed 2-feet
on center. Each lateral must end in a 90 degree ell facing up with a ball valve for f,ushing. Valves may
be placed in a valve box, accessible from grade. lnspection ports must be placed at each comer of the
chamber bed. Ports may be cut to grade and covered with a valve box for access.
The component manufacturers are typical of applications used by contractors and engineers in this area.
Alternatives may be considered or reoommonded by contacting our off¡ce. Construction must be
according to Garfield County On€ite Wastewater Trcatment System Regulations, he OWTS Permit
provided by Garfield County Building Departnent, and this design.
REVEGETATION REOUIREMENTS
An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire
disturbed apa of the OWTS installation. A mixture of nat¡ve grass soed that has good soil stabiliáng
characteristics (hrt without taproots), provides a maximum transpiration rate, and comp€tes well witl
successional species. No trees or shrubs, or any vegetation requidng regular initation shall be placd over
the STA. Until vegotation is reestablished, erosion and sediment control measures shall be implemented
and maintained on site. The owner of the OWTS shall be responsible for maintaining pruper vegetation
cover.
OPERATION INFORMATION AND MANTENANCE
The property owner shall be responsible fur the operation and maintenance of each OWTS servicing the
property. The proæly or¡vner is responsible for maintaining seMce conhacb for manufactrred units,
altemating STAs, and any other componenb needing maintenance.
Geo-fabrics or plastics should not be used over the STA. No heavy equipment, macfrinery, or matedals
should be placed on backfilled STAs. Livestock should not grazs on the STA. Plumbing fixtu¡es should be
chec-ked to ensure that no additional water is being disùarged to OWTS. For example, a running toilet or
leaky faucet can discharge hundreds of gallons of water a day and harm a STA.
lf an effiuent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned
annually, or as needed. lf the OWTS consists of a pessurized pump system, we recommend the laterals be
flushed annually, or as needed.
The homeowner should pump the sepüc tank every two years, or as needed gauged by measurement of
solkls in üre tank. Garbage disposal us€ should be minimized, and non-biodegradable materials should not
be placed into the OWTS. Grease should not be placed in household drains. Loading from a water sofrener
should not be discharged into the OWTS. No hazardous wastes sitould be directed into the OWTS.
Medranical room drains should not disclraqe into the OWTS. The OWTS is engineered fur domestic waste
only.
2 ARC 36 chambers may be used instead of lnfiltratoñO products. These chambers are slightly larger and if
used should include 4 rcws of 12 ARC 36 chambers.
Purp Seleclion bra Prssudzed SytsHn -slngleFanilyResuencePrcJect
Cl 3tr) / J*rusz Residerrce
Parametar€
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160
140
120
Calculatlons
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10 20 30 40 50
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60 70 80
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DESIGNN4-BEDROOM RES¡DENCE[75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 3 BEDROOMS +75 GAL (4TH BEDROOMIWASTEWATER FLOW = 525 GALLONSTANK:4 BEDROOMS: MlN. 12SO-GALLONSUSE 1 5OO-GALLON, TWO-COMPARTMENT CONCRETE SEPTICTANK WITH ORENCO PUMPING SYSTEM0' 20' 40'Scale: 1" = 40'{"SOIL TREATMENT AREA (STA):LONG TERM ACCEPTANCE RATE (LTAR) = 0.8 GAU SQ FTCALCULATED STA = Q/LTAR = 525 / 0.8 = 656 SFPRESSURE DOSED BED = 656 SF X 1.0 = 656 SFCHAMBERS = 656 SF X 0.7 =460 SF I 12 SF / CHAMBER = 39CHAMBERSGRAVELLESS CHAMBER BED4 ROWS OF 10'QUICK4'CHAMBERS IN BEDTOTAL 40 'QUICK 4' CHAMBERS1ætss12.o4'mruwffiügaES\ ¡o.oo@ÌruawwoÚÐ.00' rct\tr,\r\\\.\...\'',\\\\\{IIIIII\\\\\ABANDON\',\\EXISTING TANKAND STA\\\\$10'MtN. TO\\LINE\\NwWa@IaITHE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTSSHOWN ARE NOT THE RESULT OF A PROPERry SURVEY. THELOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTYTO ENSURE ALL CONSTRUCTION AND IMPROVEMENTSLOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULDBE CONFIRMED PRIOR TO EXCAVATION.DRAWINGS MUST BE USED INCONJUNCTION WITH DESIGNLETTER DATED MI17I18AILSN.4?2.9IV\oøt \q,@e r.drt* ÆIIIIlÈlErÈràr5I\\ ¿oVo' \\| _!_+ _..-I4-BEDROOM IRESIDENCE IIÌt/2.0ô*\21.l68-7'tN.Ml0'POWËRr\ -\ ø,'.¿a Eñ n E-È\Þ;?-\ oNtMâ\'å \1 B 1o-9- 1\ \--6 \\ \å9à\ ,/\ \ej* \/to NtuIrc snÈlcK)\\o\ \,/\\X\t\--\-q50'STAN.TO2MIL¿TO TANK?^Date: 04117118Designed By: CBOReviewed By: RHPDrawn By: ANMw1 .0Sheet I of4Janusz Residence3644 Highway 82Garfield County, ColoradoProject Number: C1369frrtilffit$r33 Four Wheel Drive RoadCarbondale, Colorado 81623Phone 970.309.5259carla@allserviceseptic.com
S HED
N
0' 5' 10'
Scale: l" = 10'-0"
6 3.2'NEW 4" DIA SDR-35 SEWER LINE
W/ DOUBLE-SWEEP CLEANOUT.
TIE INTO EXISTING SEWER LINE
1.5'DIA SCH4O PVC SUSPENDED
LATERALS WI 5132" DIA ORIFICES
FACING UP 2'O.C. FIRSTAND LAST
HOLES FACE DOWN FOR
DRAINAGE
¡ NEW 1500-GALLON,
,QUICK4' CHAMBER BED. 4 ROWS
OF 10 = 40 CHAMBERS = 480 SFTWO-COMPARTMENI, CONCRETE
SEPTIC TANK W/ ORENCO
PUMPING SYSTEM
INSPECTION PORTAT EACH
CORNER OF STA1.5'DIA SCH-40 PVC PUMP LINE
(MrN. 1% DRATNBACK TO TANK) TO
1.5' DIA SCH-40 PVC LEVEL
MANIFOLD \END EACH LATERAL IN A 90'
ELBOW FACING UP WITH A BALL
VALVE IN AVALVE BOX
ACCESSIBLE AT GRADE FOR
FLUSHING
iltL
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33 Four Wheel Drivê Road
Carbondale, Colorado 81 623
Phone 970.309.5259
carla@al lserviceseptic.com
Janusz Residence
3644 Highway 82
Garfield County, Colorado
Project Number: C1369
Ðalei 04h7h8
Designed By: CBO
Reviewed By: RHP
Drawn By: ANM
w2.0
Sheet 2 of 4
J ===V É
J--,==J É=
I
I 12',=
I L#!=
+/ Él==
1.5" DtA SCH40 PVC
LEVEL MANIFOLD
1.5'DIA SCH4O PVC SUSPENDED
LATERALS WITH 5/32' ORIFICES
FACING UP 2'O.C. FIRSTAND
LAST ORIFICES FACE DOWN FOR
DRAINAGE
1.s',DtA SCH40
PVC PUMP LINE
FROM PUMP
CHAMBER
INSPECTION PORTAT EACH
CORNER OF STA SLIP-ON PVC CAP
DO NOT GLUE
ourcK4(TM) LOW PROFTLE END
CAPS INSULATED
TRACERWIRE FINISHED GRADE
TNFTLTRATOR(R) OU|CK(TM)
LOW PROFILE CHAMBERS, 3'X 4'4' DIA SDR-35
SEWER LINE
,4,1 END EACH LATERAL IN A 90'
SWEEPING ELL FACING UP WITH
A BALL VALVE FOR FLUSHING40 CHAMBERS TO TANK HOUSE
-
FLUSHING ASSEMBLY
4' DIA SDR 35 PVC
INSPECTION PORTAT
EACH CORNER OF STA
WITH NATIVE MATERIAL
(MUST BE MrNUS 3-|NCH MATERTAL)
OR TOPSOIL
TNFTLTRATOR(R)
outcK4(TM) LOW PROFTLE
CHAMBER,3X4'
SMALL VALVE COVER
BOX OR IRRIGATION
VALVE BOX AT GRADE
TTACH CAP OR THREADED
CLEANOUT ASSEMBLY
4',
COMPACT
I.5'DIA SCH4O PVC SUSPENDED
LATERALS WITH 5/32" ORIFICES
FACING UP 2'O.C. FIRST AND
LAST ORIFICES FACE DOWN FOR
DRAINAGE. SUSPEND WITH ZIP
TIES
BASE TO SUPPORT
BOX
4'PVC PIPE CUTTO
FIT
EXTENT OF USE HOLE SAWTO
CUT THRUTOPOF
EXCAVATION END PLATE
INSPECÏON PORT DETAIL
*Lt
$[mïåffi
33 Four Wheel Drivê Road
Carbondale, Colorado 81623
Phone 970.309.5259
carlâ@allservic€septic.com
&
-,,,?l*,,. ..)'a.:.:.:1 i
Janusz Residence
3644 Highway 82
Garfield County, Colorado
Project Number; C1369
Dale: 04117118
Designed By: CBO
Reviewed By: RHF
Drawn By: ANM
w3.0
Sheot 3 of 4
BACKFILL
FINISHED GRADE 10" DIAVALVE BOX
WITH SECURED LID
24'MtN.
1.5" PVC SLIP X MALE
PIPE THREAD
ADAPTORWCAP
4" DIA SCH4O SEWER LINE
(MrN 2% SLOPE TO TANK)
1.5" DIA BALL
VALVE
1.5" DIA SCH4O PVC
LONG SWEEP 90'ELBOW
SCREENED
BEDDING 3" MIN INSTALL FLUSHING
VALVE ECCENTRIC TO
CENTER OF VALVE BOX
ER END CAP
8" MIN 1.5" DtA SCH-40 PVC
SUSPENDED LATERAL
SOIL PROFILE TEST PIT NO. 1
0
1
2
3
4
5
6
7
I
REDDISH BROWN LOAMY SAND
t-ut
UJl!
TFo-
IJJo
NO GROUNDWATER OR BEDROCK ENCOUNTERED
DURING TRACK HOE EXCAVATION LEGEND
m loamy
sand
o
10
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33 Four Wheel Drive Road
Carbondale, Colorado 81 623
Phone 970.309.5259
carla@allserviceseptic.com
,å Janusz Residence
3644 Highway 82
Garfield County, Colorado
Project Number: C1369
Ðatei 04l17hg
Designed By: CBO
Reviewed By: RHP
Drawn By: ANM
w4.0
Sheet 4 of 4
Item #
,150{¡T-2Cp-}l¡{
{5fl0 Gallon Top $eam
Trro Gompartment
wlth Hlgh Head PumP
NEslGN NO'TESr Dealgn p.r porformcrcå test Psr ASIU
c1227
. Top surfoca orco 62,35 ft¡
¡ fc O 2E dola; concr.tc - 6,O00 PSI
M¡n.
l¡¡Ic[ctþDi¡ Tonk to b. sËt on 5'min' sond bsd or
peo grovcl
¡ Ïonk-to bc bockfllcd unlformly on oll
sldes ln llfts lcs3 thon 24' ond
mrchonicolltr oompocted. Excowtsd motú¡ol moy bs u¡ôd lor
bockflll, provld.d lorgc stonea ore
ramowd¡ Excowtlo¡¡ Ctould Þ. dcYrotcr.d ond
tonk flllsd w¡th rqtcr Prlor to bclng put
in scruica for instol¡otion r¡th wot.r
tobls loss thon 2' bclor grodo
Me€t3 Cl6,tF-06 for rssllient connsctorå
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oS¡ptoms
oPmduds
,
Biotube@ ProPak Pump Pa TM
Orenco
dl-Hz Series Pump Packages
Conüol panel
General
0renco's Blofube@ ProPak"' is a æmplele, integrâted pump padøge for
fltering and pumping effluent from septic bnks. And its palenTed pump
vault tæhnology elimlnates üe need for separâÞ dosing tanks.
Tlris document provides defailed irrformation on the ProPak pump vautt
and filter, 4^in. fl0o-mm) 60-Hz turb¡ne efnue¡t pump, and control panel.
For more informaton on other ProPak æmponents, seeüe following
Orenco tecf nical dæuments:
o Flut Switch Assenbiles (NSU-MF-MFJ)
. D¡scharge Assemblles {NTD-HV-HV-1}
. Splice Boxes lNlD-SB-SBl)
o External Splice Box (NTD-SB-SB-1)
Applications
'fTe Biotube ProPak is designed t0 filt$ and pump efllu€nt t0 Êither
gravity or pressurized discharge points. ¡t is lntended for use in a septic
tank (one- 0r two-compartmenü and can also be used in a puflp lank.
Ihe Biotube ProPak is designed t0 allow the efiluent lilter to be removed
for cleanlng wlthorjt the need t0 remove lhe pump vautt 0r pump, simpli'
fuing servicing,
Complete packages are available for on-demand or timed dosing sys-
tems wih flow rate$ 0f 20, 30, and 50-gpm 0.3, 1 ,9, ard 3.2 Usec),
as well æ witr 50 Hz and 60 llz power supplies.
Standard Models
BPPzODO, BPP2ODD-SX, BPP3OTDA, BPP3OTDD-SX, BSPP5OTDA,
BPPSO'IÐD-SX
Product Gode Diagram
BPP It l-
Stüdild
0h¡k =
Extornal spl¡co box
(0ptional; lnternal splice
box comes slåndard,)
Riser lid
(not included)
tloat
Riser (not
included)
Discharge
assembiy
Pump
l¡quld end
motor
bracket
Support pipe
Pump vault
Floât stem
Floats
Float col{ar
Vault lnlet hôlss
4-in. (100-mm)
lurb¡ne eTtluent pump
Biotubeð
carüídge
t
68
cw
DB
0
MFV
Pump tbvr rate, nomìml:
20 ¿ 20 gpm fl.3 Ustr)
30 = 30 opm (l.S UMÌ
50 = 50 gpm [3.2 U*)
opUtì6:
57-¡n. (1 44&r¡m) nült lrel0lìt, InEmâl
spllm b0x, st¿ndsd dlsdrtrle $ombly
68-ift (1 727-mm) 'nult heigÌt
exlqû¿l splice ¡u
mH weâlì€r dishilg€ ææmbly
dßhbacl d¡trhúge $smbly
= cmlæk
= m-nðruy tloat
C6bo¡pmlapd¡caüonr
DÐ = dBmmd.l$lng
TtA = dmed-ftshg, ilalog lnûr
IDD = tim6d.d06lng, dig¡tâl tìmtr, slaFd ùmo
nots & çqinlqs
EiotubP ProPakrv punp package Nnpønenß.
ßidubee P0Pak* punp €uit
llfD-BF?-1
ño{,1.2, O (n/t4
¡altl ol4
Itr¡nco sysbms. tft. ,814 Alilay Àús., süüErlln, 0R 0?ilt9 usA . 8lxl.il¡{t43 . $1-1ã&{l{9 | fyrf,w.of8nco.olxn
Orenco
4-in. (100'mm) Turbine Effluent Pumps Pump Curves
0renco's 4-in. (1 00 mm) Turbine Effluent Pumps are constructed 0f
lightweight, conosion+esistant stalnless steel and engineered plastics;
all are fleld-serviceable and repairable with common tools. All 60-Hz
PF Series models are CSA cerlified to the U.S. ând Canadian safety
standards for effluent pumps, and meet UL requirements.
Power cords for 0renco's 4-in, (1 00-mm) turb¡ne efiluent pumps are
Type S00W 600-V m0t0r cable þuitable for Class l, Dlvislon 1 and 2
applicalions).
Materials ol Consfuction
Discharge:Stain¡ess 6teel or glass-Ílled
Discfarge bearing:Enginsôred thêrmoplastic (PEåq
Diffusersl Glass-filled PPo
lmpellers:Acetal (20-, 30-gmp),Norvl {50-qpm)
lntâke scÍeensl Pollpropylene
Suct¡oncorìnection: Stainlessstsel
Dr¡ve shafli 300 serìes slainless stæl
C0upling: S¡ntered 300 seri/:s stainless sleel
Shell: 300 series stainless steel
Lubricanl oeicnized water ând propylene glycol
Speciflcatlons
Pump curves, such as those shown here, can help you deierm¡ne
the best pump for your syslem. Pump curves show the relationship
between flow (gpm or Usec) and pressure [DH), providing a graphical
representation of a pump's performance range. Pumps perform best
allhøir nominal flow ra¡e, measured in gpm or Usec.
Flow in ílters per scaonú (Usec)
0-83 I.26 1.89 2.52 3.t5 3.7S 4.12
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31
30
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eð
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st't¡
È¡ssg
EÈÊ\Ë
È
.Ë
ìbm.flor,ìr,
gpm (lJsec)
Lengtr
in(mm)
Ws¡drt
b (ks)
Disútgo lmpellers
h., mminall l0ææ{}l}601û
Flow ín gallons per ninüta (gpn)
20 (1,3) 2?.t {372\ 26 (11) 1.25 4
30 (1.9) 21.3 (541) 25 (1 1) 1 .25 3
50 (3.2) 20.3 (516) 27 (12ì' 2.00 2
Perfurmance
!bm. floU hp (ld¡{)
nor 1¡.rtsec)
Dedgû
loil amps
RáËd
cìldeyrhy
Min ¡huir!
l6wl, Ín. (mml'z
20 (1.3) 0.5 (0.34 12.3 300 18 (454
30 (1.S) 0.5 (0.34 11.8 300 20 (508)
50 (3.2) 0.5 (0.34 12.1 300 24 (610)
1 D¡sclnrge ¡s Íenate NPî thmdetl, U.S. nonlMl size, t0 aæmnoda¡e 0ßÊe disÒhilge
hæ and v¿¡ra assenbliß. C1nsull yaur 1renco DisÍt¡butu about l¡Nngs lo mnæt dlsharye
añnblies Io n6'tr¡c-sizod pip¡îç.
r M¡nlmn liquid lewl ¡s lü dngfe pilnps when instailed ¡n ân 0rewg¡otub6e PtoPâkíá Pamp
Vault.
l{m.¡PP.T
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P¡gr 3 ot 4
orilao Sysëmsr lnô, , tt¡t Aiflåy Ayo., gulhsrlin, 0n 97479 USA . 8lXÞ¡¡18'{043 . 541-{ãgþ¡ll¡19 r swvt rrom,lrctxtt
PF Series 4-inch (1 00-mm)
Submersible Etfluent Pumps
Orenco
Applications
0r.rr 4-lnrh (100-mm) Submersible Effluent Pumps are designed t0
Íansport screened eftluent (with low TS$ counts) from septic tanks 0r
separate dosing tank. All our pumps are conslructed of lightweight,
cûrrosion-resistant staìnless steel and engineered plastics; all are field-
se¡viceable and repairable with common tools; and all 60-Hz PF Series
models arç CSA ¡ertified to he U.S, and Canadía¡ safety slardards for
effluent ¡lumps, meetìng UL requirements.
orenco's Effluent Psmps aie used ln a variety of applications, lncluding
pressurized drainfìelds, packed bed filters, mounds, aerobic units, efffuent
inigation, effluent sewers, wetands, lâgmns, and mûre,-flEse pumps
are designed to be used ttvih a Bíotube@ pump vault or after a secûndary
treatment system.
-
t¡scharge Conneclion
-
Bypass Orifice
Franklln
Liquld End
-
Suct¡on Connection
Franklin
Super Stainless
Molor
Feaû¡ ros/Specif icati ons
To speciïy this pump for your installation, require the following:
. Minimum 24-hour run-dry capability with n0 deterioratiûn ¡n pump life
or performance*
e Patented lÆ-inch (S-mm) bypass orifice t0 ensureflow rec¡rculation
for moior cooling and b prevent air l:ind
o Uquid end repair kits available for better long-term cost of wl¡nership
. IRI-SÞ\LTM floating impeller design on 1 0, 1 5, 2t, and 30 gpm
(0.6, 1 ,0, 1.3, and 1 .9 Usec) models; foaing stack design on 50 and
75 gpm (3.2 and 4.7 Usec) models
' Fra¡klin Eleûic Super Stainless motor, nated for continuous use and
frequent cycllng
. Iype S00W 600-V motorcable
. Fhe-year warHnty 0n pump 0r retrûft liquid end fom date of manu-
fachre against defects ¡n materials 0r workmanship
' Not aøicable fot S-hp (3.73 W nodsß
Standard Models
See speö¡ficat¡ons ohañ, pages 2-3, for a iist of standard pumps. For
a coriplete list of available pumps, call 0renco.
Product Gode Diagram
PF lt
C,ord lenglh, ll (m):t
Blark = 10 (3) 20 = 2c i6)30 = 30(9) 50 = 50i15)
Vollåge, nilneplate:
1 = 115* 200 200
460
Horsopo'r,êr (kW):
03 = lá h0 t0.20
07 = ¡4 ¡o 1o.ut
15 = 1-,å hp (1.1
30 = 3hp{2.24}
601-Þ
60 Hz
50 Hz
FrEu6ncy:
1 = singlFphäs€
3 = lh¡ee-drase
5 = single-phas€
05 = lá hp {0.311l0 = I hpi0.75)
20 = 2hpi1.50)
50 = 5hp(3.73)
2=2301 4
1)
.@;. '.*;
Powered lry
Fr¡¡nklin Eleatrle
Nomiffil fl0h,. gpm {Ussc}:
10 = 10 (0.6i 15 - 15 (1.0)
20 = 20 {1.3} 30 = 30 (1.9)
50 = 5013.2) 76 = 75t4.4
Pump, PF S8rias
'-,á-hp ir).37rrÀr) mt
t220 volls for 50 tb pümps
rliot€; 20 fmt cords are avallable ofiy Tff s¡ûg e-plEss fiumps though 1 -9 hpLRSOSAO
LR2053896
it¡¡4u-rg
Rer, ¿2, O lt9/14
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Specifications, 60 Hz (continued)
è6
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ê
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ã
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'B it
ËË
&E
åE s n
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100
300
100
300
300
300
300
'100
(25t
5)
åg ¡ë,
¡3s¡
Model
012 50 (3.2) 1.00 (1.75)26 (660) 35 (16) 100
PF50103200 50 'r.00
Pt501 034 50 1,00 (0,75) 3 480 2.2 2.2 4 2 in. sS 26.4 (67U 26 (860) 39 (1 300
PF5015124 å0 1,50 (1.11) 1 238 240 12.5 12.ô 5 2 in. SS 32.5 (826) 30 41
PF501532004 50 (3.2) 1.50 fl.1 1) 3
1 230 240 10.1 10.1 4 2 in. SS 27.0 (686)
3 200 208 5.7 5.7 4 2 in. SS 26.41671\ 26 (660) 39 (18.i 30Û
200 2û8 7.0 7.0 5 2 in. SS 29.3 (744) 26
PF503012 45.
PF50303200 50
PF503034 I 50 (3.2) 3.00 (2.23) 3 460
PF505012 50 (s 2) s,00
PF505032
230 240 s.s 10.0 3 2 in. SS 27.û (68ô) 27
43.4 (1 102) 30 55
64
b4
J4
(1
480 5.3 5.3 I 2 in. SS 40.0 fl01
50 {3.2) 3.00 {2.23} 1 230 240 17.7 17.7 I 2 in. SS
3.00 (2.23) 3 200 2t8 13.1 13.1 I 2 in.
37
50 (3 2) s.00 (3.73) 3 230 24t 16.5 16.5
31
55
13 2 in. SS 5S.3 49
1 230 240 26.2 2ı.4 13 2 in, SS 65.4
PFl51012 $.n 1.00 (0.75) 1 fl
PF751512 75 ø.n 1.50 {1.11) 1 230 240 12.1 12.3 4 2 ¡n. SS 33.4 30 (762) 44{201 100
Specifications, S0 Hz
Model
PF100752 10 (0.6) 0.75 (0,s6)1 22A 230 6.2 6.2 I 1 li¿ in. GFP 26,8 (658) 17 30 (141 300
PF101552 16 10 1.50
PF300552 30
PF300752
11) 1 220 230 10.5 11.4 18 1 % in.SS 39.5 22 (559) 46 (21) 300
0.50 (0.34 1 220 230 4.1 4.1 4 1 /¿ in. ûtP 22.5 1 I (483)(12)
2S 3,
300
30030 (1 9 0.75 (0.56) 1 220 230 6.1 6.1 5 1 % in. GFP 24.8 (630)
PF301052 30 0.9) 1 .00 1 22A 230 7.4 7.4 7 1 28.4 (21\20 $08) 32 (15) 100tn.
PF301 552 45 30 (1 .9) 1.50 11 220 230 9.3 9.3
220 230 4.0
8 1 1/¡ in. GFP 35.4 24 4Ð 8)100
50 (3.2) 0.50 2 2 ¡n. SS 20.3 25 (635) 2S (13) 300
PF500752 50 (3.2) 0,75 230 6.3 6.4 3 2 in. SS n.7 25 (63s) 31 (14t 300220
PF501052 50 (3.2) 1,00 1 22A 230 7.3 7 .4 4 2 in. SS 27.0 26 {660) 35 {16} 100
PF501 552 50 (3.2) 1.50 (1 11) 1 220 230 9.1 9.1 5 2 in. SS 32.5 3r (762) 42 (19) 100
PF751052 75 (3,4 1 .00 (0,75) 1 224 230 7.3 7.3 4 2 in. SS 30.0 (762) 27 34 (15) 100
1 ÊFp = g!æs-t¡tted potyprwtene; SS = sta¡Ìiës sleel. The 1 1Á-¡n. NPf GFP discharge ß 2 78 lo. ætagonal acGs llaß: the 1 k-ln. NPf SS rilsçhatge ß
2-iß. ñPT SS l¡scharye is 2 7ß in. heÆgúa! enss íâts.qtscharye is lanale NPf lhrea.led, U.S. non¡nal s¡ze, to ææmdale Orencû d¡æhüge hM
2 ,8 ¡n. æhgonal âuñ lfaß; afld the
and mlve assenþlies. CØsu;ty\ut 1Mo
Dislr¡bulat ab1tt f¡ltings lo ßnnect hßs and Yalve asssnhl¡es o netríc-slzñi Pipìng.
qnnþ ¡ot noß lnlomatlon.
3 We¡ght iuclutæ cañan ild I !-ft {3'n ) cort.
4 High prys\urc o:scnags äsernl.ly rcqu¡ièd.
5 D0 rct uæ cf irck 1ptiffi (A on disthilAe âwnbr.
6 Cusl1n d¡#hùfe ffienþly rcqu¡red lat ùese þun,s. C\ntact ormca
7 Capæitu pack (sotd êepaíale¡t ff íßtalled n a ilstffi ænlrÔt pilel Íequ¡red ftr lhis pwtp. {knìact
'renca8 lfiqus tucks are anilaþle l$ all Punþ. ild are snplled w¡th 3'hp and s"hp punps.
1{ü1.¡lr-Pf-l
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Orenco
600
500
400
300
200
rm
oe
È's
È
rÈ(¡l€
l¡
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400
350
tû.G
.S 300
=
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Ê
50
90
(Þe80
È
=70FS. 60ÈÈe50
¡¡'È 40
È
å30
F2t
t0
450
350
300
60 Hz Models (continued)
PF20 Saries, fll ll¿ 0.5 - l.l
r\
05r01520253035
Flow in gallons per nlnute (gPn)
0 r0 20 30 40 5{)80 90
Flow in gallons per minute (gpn)
Pfl5 Series,
;t
l
j\i
1
I
I
t
;
ll
510t5202530 40 45
Flow în gallons pu minate (gpn)
10 20 3fl 4fr 5{¡ 60 7g 80 90 100
Flow Ín gallons per nínute (gpn)
0
40
100
o!¡
6e.
ì!(n
t¡¡€t¡
È(È
È\È'
È
Ê
200
r50
100
50
0
rID.n.PF-l
nr&zac@ll
P'lc 6ott
P*10 Sario¡,60 0.5 - 5.0
l
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lr
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INFILTRATOR WATER TECHNOLOGIES
4 Business Park Rd. Old Saybrook, CT 0&175
(8oo) 2214436
QUICK4 PLUS STANDARD CHAMBER
TYPICAL TRENCH DETAIL
SECTION VIEW
)raunblr EMB Date: OSl2Ol2015
Shæt: 1 ol'lScale: Hor ro scrue Chsckedby: DFH
IN FI LTRATOR WATER TECH NOLOGIES
QUICK4 PLUS STANDARD CHAMBER
TYPICAL TRENCH DETAIL
SECTION VIEW
(NOT TO SCALE)
PRESSURE PIPE
IF REQ'D, PER DESIGN
NATIVE BACKFILL TOPSOIL
6" COVER (mt
12" COVE H-1R
12"8" INVERT
34"SPACING PER CODE 34"
(36'WtDE TRENCH)
* LENGTH AND NUMBER OF TRENCHES DETERMINED BY DESIGN.
r ,^,;:.Y#'"{,;
I N Fl LTRATOR" Standard Chamber'fjii{.:r l{ìi' i1t1{ilôgiÉü
Ouick4 Plus Standard Chamber Benefits:
. Two center structural columns offer increased slability and superior strength
. Advanced contouring connections
. Latching mechanism allows for quick installation
. Four-foot chamber lengths are easy to handle and install
. Supports wheel loads of '16,000 lbsiaxle with 12' of cover
Quiek4 Plus All-in-One 12 EndcaP
Benefits:
. May be used at the end of chamber
row for an inleVoutlet or can þe
installd mid-trench
. Mid-trench connection feature allows
construction of chamber rows with
center leed, as an allernative to
inletting at the ends of chamber rows
. Center-feed connection allows for
easy installation of serial distribution
systems
. Pipe connection options include
sides, ends or top
Ouiclr4 Plus All-in-One PÊr¡scope
Benefib:
. Allows for raised invert installations
. 180" directional inletting
. 12" raised invert is ideal for serial
applications
Cêrtifiod by thê lntemational
Association of Plumblng
and Mechanical
Ofücials (IA,PMO)
The Quick4 Plus Standard Chamber
offers maximum strength through
its two center structural columns.
This chamber can be installed in
a 36-inch-wide trench. Like the
original line of Quick4 chambers,
it offers advanced conlouring
capabilig with its Contour Swivel
Connection'" which permits tums
up to 1S-degrees, right or left. lt is
also available in four-foot lengths to
provide optimal installation flexibility.
The Quick4 Plus All-in-One 12
Endcap, and lhe Quick4 PeriscoPe
are available with this chamber,
providing increased flexibility in
system conf igurations.
Maximum Stength
Quick4 Plus'" Series
Size
34"Wx53"Lxl2"H
(864 mm x 1346 mm x 305 mm)
Efftctive tengtlt
48" (1219 mm)
Louvor Height
8" (203 mm)
Storage Gapaciu
47 gal{178L}
lnveil Height
0.6" (15 mm), 5.3" (135 mm),
8.0" (203 mml,12.7" (323 mm)
Ouick4 Plus Standard Chamher
Spepilicalions
\r
ÀPPROVED in
@
,
0rifice Shields
Orenco
Applications
orenco@ orifice Shields are used in a pressurized distribuÌion syslem
t0 protect the orifices from bacldill debris that might cause or¡fìce
blockage.
Oriflea sh¡etd lnshtled ofl tarenl plpe, sÌandard conl¡gwatlon
Shield
0rifice
Cutaway view standard conÍlgun ion
0r¡fice
Shield
Cutaway visw cold weather contlgurallon
General
0renco 0rifiæ Shlelds snap-fit onto laterals. They may be placed on
top 0f 0r benealn a hleral, depending on tne bcaiion 0f the or¡fice
0rifice shields are covered by method-of-use patenl # 5,360,556.
Standard Models
0s075, 0s1 00, 0s1 25, 0s1 s0, 0s200
Pmduct Code Diagram
0s
Laleral pipe size, nom¡nal:
075 = 0.75 ¡n. {20 mm)
1ûó = 1.00 in. (25 mm)
125 = 1 .25 ¡n. (32 $m)
150- 1.50¡n.(40mm)
200 = 2.û0 ¡n, {50 mm}
0riflee shleld
Material of Gonsûuction
PVC perÆTM D-l784
Physical Specifications
Model Sh¡eld 0.0. Labral PiPe 0.0.
in. (mm) in. (mmJ
0s075 3.5 (8e)1.05 Q7)
0s100 3.5 (8S)1 315 (33)
0s'125 3.5 (89)1.66 {42}
0s150 4,5 (114)1.e0 (48)
0s200 4,5 (114)2,375 {60i
j
J
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