HomeMy WebLinkAboutSubsurface Investigation & OWTS Design Report 06.07.180tr
$[Rrffi[
33 Four whoel Drive Rd
Corüondqle, C0 8ló2t
970-30t-t25t
June 7 .2018 Project No. C1386
Ernesto Cuc
G m.ernesto@hotmail. com
Subsurface lnvestigation and Onsite Wastewater Treatment System Design
4-Bedroom Residence + 3 Future Bedrooms
1 10 Oak Lane
Garfield County, Colorado
Ernesto,
ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater
treatment system (OWTS) design for the subject residence. The 1.S-acre property is located outside of
Glenwood Springs, in an area where OWTSs are necessary.
Legal Description: Section: 35 Township: 6 Range: 89 Subdivision:WESTBANK RANCH SUB. #1 Lot:
18
Parcel lD: 2185-353-01-018
SITE CONDITIONS
A 5-bedroom, single-family residence is presently constructed on the property. Through the course of
renovation to the house, bedrooms will be removed and added, resulting a 7-bedroom residence.
The residence is currently served by an existing OWTS documented by Garfield County lndividual
Sewage Disposal System Permit 560. The permit documents a Copeland Concrete septic tank and a
drywell (or seepage pit) 15' x 15' x 7' deep below the inlet. The application indicates the OWTS was
meant to serve a 2-bedroom residence, and the permit indicates approvalwas given for the "jacuzzi" area
to accommodate an additional 100 gallons per day (GPD) for an extra toilet and sink in this area. The
permit received finalapprovalon June 2,1978. This system will be properly abandoned.
The residence is served and will continue to be served potable water by Westbank Metro District.
The proposed soil treatment area (STA) is located in a relatively flat yard. The property slopes slightly to
the north toward the Roaring Fork River.
We were not provided a site plan for this property. We used a GIS map of the parcel and Google Earth
image to create our site plan. The resulting scale of the property is likely inaccurate. Scale of the OWTS
components are correct; however, house and property boundaries have been approximated.
Page 3
Test Pit #1 sidewall backfill (includes gravel from existing STA)
View of future STA (Test Pit #1 above / Test Pit #2 below)
samples from both Test Pits #1 and#2
Page 5
A 1.5-inch diameter Schedule 40 pump line must be installed from the pump to an Orenco@ automatic
distributing valve (ADV), model 6402. This pump line must have a minimum 1o/o grade for proper drain back
into the tank after each pump cycle. The ADV must be placed a high point in the system and be placed in
an insulated riser with access from grade. Screened rock must be placed below the ADV to support the
ADV and to assure the clear pipes existing the ADV remain visible forfuture inspection and maintenance.
Effluent will be pressure dosed through 1.S-inch diameter pipes to two beds, each with 3 rows of 15
'Quick 4'standard Plus lnfiltrator@ chambers, for a total of 90 chambers and 1080 square feet of
infiltrative area. There must be at least 6-feet of undisturbed soil between each bed. We encourage
shallow installation (between 1 and 3-feet below grade). The infiltrative area may not be placed more
than 4-feet below grade.
Effluent will be pressure dosed to a I .5-inch diameter level manifolds. Laterals (also 1.5-inch diameter),
must be hung with zip ties from the underside of the chambers. Laterals will have 5/32-inch diameter
orifices facing up, with the exception of the first and last holes facing down for drainage. Orenco@ Orifice
Shields may be placed under each downward-facing orifice. The orifices must be drilled 3-feet on center.
Each lateral must end in a 90 degree ell facing up with a ball valve for flushing. Valves may be placed in
a valve box, accessible from grade, for access. lnspection ports must be placed in each corner of each
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 recommended by contacting our office. Construction must be
according to Garfield County On-Site Wastewater Treatment System Regulations, the OWTS Permit
provided by Garfield Coun$ Building Department, and this design.
REVEGETATION REQUIREMENTS
An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire
disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing
characteristics (but without taproots), provides a maximum transpiration rate, and competes well with
successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over
the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented
and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation
cover.
OPERATION INFORMATION AND MAINTENANCE
The properg owner shall be responsible for the operation and maintenance of each OWTS servicing the
property. The property owner is responsible for maintaining service contracts for manufactured units,
alternating STAs, and any other componenß needing maintenance.
Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials
should be placed on backfilled STAs. Livestock should not graze on the STA. Plumbing fixtures should be
checked to ensure that no additional water is being discharged 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 effluent 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 pressurized pump system, we recommend the laterals be
flushed annually, or as needed.
0t[$ililff33 Fourwheel Drive RGdCeóondale, Colorado 81 623Phone 970.309.5259carla@allseru¡ceseptic-æm,#il9+PROPERTY LINE70' 20' 40'Sæle: 1" = 404"ABANDON EXISTINGSTA<9d4.,+TP2APPROXIMATE DRYWELLLOCATION, NOTCONNECTED TO OWTSABANDON EXISTINGSEPTIC TANKIIDRIVEWAY,""é.)FUTURE 3-BEDROOMADDITIONTHE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWNARE NOT THE RESULT OF A PROPERTY SURVEY. TIIE LOCATIONS AREAPPROXIMATE. II IS IHE HOMEOWNERS DUTY TO ENSURE ALLCONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALLSETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION.DRAWINGS MUST BE USED INCONJUNCTION I¡/ITH OWTSDESIGN LETTER DATED 06/07118/I SIÏE PLANPOOL4-BEDROOMRESIDENCECuc Residence1 10 Oak LaneGarfi eld County, ColoEdoPrcjec1 Numben C1386Date: 06/07/18 ¡IDesigned By: cBol W1 .0Reviewed By: RHPIDÉwn Bv: ANM I sheet I of4
33 Four Wheel Drive RoadCarbondale, Colorado 81 623Phone 970.309.5259cda@allseru¡cêseptic-@mfittA$IIUI[IT¿¡#.5' DtA SCH-40 PVCSLIP-ON PVCPUMP LINE FROIIISEPTIC TANKDO NOT GLUEINSULATEDTRACER WIREFINISHED GRADE1.5" DIA SCH4O PVC SUSPENDEOLATERALS WITH 5/32" ORIFICESFACING UP 3'O.C. FIRST,MIDDLE, AND LAST ORIFICESFACE DOWN FOR DRAINAGE4" DIASÊWER LINEBETWEEN BEDSPORT AT EACHTO TANKHOUSECORNER OF STASTANDARD PLUSrãCLEANOUT DETAILEND CAPSADV MODEL 64C2 AT HIGHPOINT, ACCESSIBLE ATGRADETNFTLTRATOR(R) OU|CK(TM)STANDARD PLUS CHAMBERS, 3'X 4'SMALL VALVE COVERBOX OR IRRIGATIONVALVE BOX AT GRADE1.5'DIA SCH4O PVCLEVEL MANIFOLD45 CHAMBERS EACH BED 14END EACH LATERAL IN A 90'SWEEPING ELL FACING UP WITHA BALL VALVE FOR FLUSHINGCAP OR THREADEDCLEANOUT ASSEMBLYCOMPACTBASE TO SUPPORTBOX4" PVC PIPE CUT TOFITUSE HOLE SAW TOCUT IHRU TOP OFFLUSHING ASSEMBLYI.5" DIA SCH4O PVC SUSPENDEDLATERALS WITH 5/32" ORIFICESFACING UP 3'O.C. FIRST, MIDDLE,AND LAST ORIFICES FACE DOWNFOR DRAINAGE. SUSPEND WITHZIP TIESEND4" DtA SDR 35 P\rCINSPECTION PORT ATINFILTRATOR(R)OUICK4(TM) STANDARD PLUSEACH CORNER OFCHAMBER,3'X4'FOR30" DIAMETER PVCRISER4',EXTENTDISTRIBUTINGVALVE ASSEMBLYEXCAVATIONBACKFILL WITH NATIVE MATERIAL(MUST BE MINUS 3-INCH MATERIAL)OR TOPSOILFROM EFFLUENTPUMPING SYSTEMI.5" DIA SCH.4O PVC INLETAND OUTLET LINES/ÀSTA SECTIONVlJ----J{IJl--,==,1É====V É=/ ,tL=II+--+/=f/IÆrii=ll=t/ 4Ëil,5il' ',,=,,=,,'- 'I =ll-I ll='\ r'l'Cuc Residence'110 Oak LaneGarfield County, ColoÉdoPoiectNumber C1386Datê: 06/07/18 IIDesisnedBy: cBol W3.0Reviewed By: RHPIDEwn Bv: ANM I Sheet 3 of4
2OOO Gallôn Top seam -2CPlbm #
200ffi-2cP
DESIGN NOTES¡ Design per performonce test per ASTM
c1227
. Top surfoce oreo 87.75 'ftz¡ f'c @ 28 doys; concrete : 6,000 PSI
Min.
ln stollotîon:¡ Tonk to be set on 5" min. sond bed or
peo grovel¡ Tonk to be bockfilled uniformly on oll
sides in lifts less thon 24" ond
mechonicolly compoctedo Excovoted moteriol moy be used for
bockfill, provided lorge stones ore
removed¡ Excovotion should be dewotered ond
tonk filled with woter prÎor to being put
in service for instollotion with woter
toble less thon 2' below grode¡ Meets C1644-06 for resilient connectorso lnlet ond Outlet identified obove pipe
¡ Delivered complete with internol piping
¡ 4' Moximum bury depth
Boot
Top Mew
Rbsrb Gr¡do
Secilion Mew
t"
I'
5l
CloarAæË
filr[__]
L _"___]
,.::rT -
-l
ql
j
ALLOWABLE BURY
(Bosed on Woter Toble)
WATER TABLE ALLOWABLE
FARTH FILL
0'-0"s'-o'
t'- 0"3'-0"
2'-o"+'- 0'
3'-0"+'-o'
DRY +'-o'
SeCÍt
R¡ôber
Digging Specs lnvert Dimensions Net Copocity Net Weight
15' Long x E' Wide
56" below inlet
lnlet Outlet Length width Height tntet Sidel outtet Totol Lid Tonk Totol
56"53"162"7E 66 155e sol lsot s",2066 gol 5420 lbs 15530 lbs 20950 lbs
Phone: 719€95t704
Fax 719€05€'7iI/
Wcbclb: www.wlleyprcætæm
Ennll : froridæl@Mdle¡ryrccastætnBuc¡¡ Vbts, Golorado
PRTCASI¡rnc.
,o a
Biotube@ ProPak Pump PackagerM
60-Hz Series Pump Packages
Control panel
General
Orenco's Biotube@ ProPaK' is a complete, integrated pump package for
filtering and pumping effluent from septic tanks. And its patented pump
vault technology eliminates the need for separate dosing tanks.
This document provides detailed information on the ProPak pump vault
and filter, 4-in. (100-mm) 60-Hz turbine effluent pump, and control panel.
For more information on other ProPak components, see the following
0renco technical documents:
o Float Switch Assemblies (NSU-MF-MF-1)
. Discharge Assemblies (NTD-HV-HV-1 ). Splice Boxes (NTD-SB-SB-1)
o Erternal Splice Box (NTD-SB-SB-1 )
Applications
The Biotube ProPak is designed to filter and pump effluent to either
gravity or pressurized discharge points. lt is intended for use in a septic
tank (one- or two-compartment) and can also be used in a pump tank.
The Biotube ProPak is designed to allow the effluent filter to be removed
for cleaning without the need to remove the pump vault or pump, simpli-
fying servicing.
Complete packages are available for on-demand or timed dosing sys-
tems with flow rates of 20, 30, and 50-gpm (1.3, .1.9, and 3.2 Usec),
as well as with 50 Hz and 60 Hz power supplies.
Standard Models
BPP2ODD, BPP2ODD-SX, BPPSOTDA, BPP3OTDD-SX, BBPPSOTDA,
BPPSOTDD-SX
Product Gode Diagram
BPP It
Standard opt¡ons:
Blank = 57-in. (1448-mm) vault height, ¡nternal
splice box, standard discharge assembly68 = 68-in. (1727-mm) vault height
SX = external spl¡ce box
CW = cold weather discharge assembly
DB = drainþackdischargeassembly0 = cam lock
MFV = non-mercuryfloat
Control panel application:
DD = demand-dosing
TDA = t¡med-dosing, analog timer
TDD = timed dosing, digital timer, elapsed time
meter & counters
Pump flow rate, nominal:
20 = 20 gpm (1.3 Usec)
30 = 30 Spm (1.9 Usec)
50 = 50 gpm (3.2 Usec)
Biotubeo ProPak'" pump vault
External splice box
(0ptional; internal splice
box comes standard.)
Riser lid
(not included)
Float
Riser (not
included)
Discharge
assembly
Pump
liquid end
Pump motor
bracket
Support pipe
Pump vault
Float stem
Floats
Float collar
Vault inlet holes
4-in. (100-mm)
turbine effluent pump
Biotube@ filter
cartridge
t _t-
BiotubP ProPakrM pump package conponents.
orenco Systems@ lnc, ,814 Aiil,ay Ave,, Sutherlin, 0R 97479 USA . 800-348-9843 . 541-¡15S¡1449 . wwworenco.com I{TD-BPP-l
Rev.1.2, O fl8/14
Pago 1 of 4
Tecfr,tîica, Sata' 8rraet Orenco
4-in. (100-mm) Turbine Effluent Pumps
Orenco's 4-in, (100 mm)Turbine Effluent Pumps are constructed of
lightweight, corrosion-resistant stainless steel and engineered plastics;
all are field-serviceable and repairable with common tools. All 60-Hz
PF Series models are CSA certified to the U,S. and Canadian safety
standards for effluent pumps, and meet UL requirements.
Power cords for Orenco's 4-in. (100-mm) turbine effluent pumps are
Type S00W 600-V motor cable (suitable for Class 1 , Division 1 and 2
applications).
Materials of Construction
Discharge:Stainless steel or glass-filled polypropylene
Dischargebearing: Engineeredthermoplastic(PEEI()
Diffusers:GlassJilled PPO
lmpellers:Acetal (20-, 30-gmp), Noryl (50-gpm)
lntake screens:Polypropylene
Suction connætion: Stainless steel
Drive shaft:300 series stainless steel
Coupling Sintered 300 series stainless steel
Shell 300 series stainless steel
Lubricant:Deionized water and propylene glycol
Specifications
Pump Gurves
Pump curves, such as those shown here, can help you determine
the best pump for your system. 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
alThetr nominalflow rate, measured in gpm or Usec.
Flow in literc per second (Usec)
0.63 1.26 1.89 2.52 3.r5 3.i9 4.42
20
PF
\
PF 30051 1
\
\
\\
I \
lj
\
\\
\
140
o\g 120
È
ö roo
È
¡È
,Ê 80
l¡
g60\È
Eqo
43
37
30
24
t8
eo
q¡
È
ı
ÈGa€
.J
Èa\È
lÈ
.o
Nom. floW
gpm (Usec)
Length
in. (mm)
Weight
lb (ks)
Discharge lmpellers
in., nominal t 10 20 30 40 50 60 70
Flow in gallons per ninute (gpn)
20 (1 ,3) 22.5 (572) 26 (1 1) 1 .25 4
30 (1.e) 21.3 (541) 25 (11) 1.25 3
50 (3.2) 20.3 (516) 27 (12) 2.00 2
Performance
Nom. floq hp (kllÐ
gpm (Usec)
Design
flow amps
Rated
cycleVday
Min liquid
level, in. (mm) 2
20 (1.3) 0.5 (0.37) 12.3 300 18 (457)
30 (1.9) 0.5 (0.37) 11.8 300 20 (508)
50 (3.2) 0.5 (0.37) 12.1 300 24 (610)
1 D¡scharye ¡s fenale NPT lhreaded, U.S. n1m¡nal size, t0 acc1nm1date )rencæ discharge
hose and valve assembl¡es. Consult your orencl Distt¡butor ab\ut f¡ttings t0 connect d¡scharge
assembl¡es to netr¡c-s¡zed p¡ping.
'z Llin¡nun l¡quid level is Í0r single pumps when ¡nstalled ¡n an )rencoB¡1\ubP Pr1PaktM Pump
Vaull.
Orenco Systemso lnc. ,814 Ainivay Ave,, Sutherlin,0R 97479 USA . 800-348-984Íl . 541-459-4449 . wwworenco.Gom ilTD-8PP-1
Rev.1.2, O 0U14
Page 3 of 4
,a
PF Series $-inch (1 00-mm)
Submersible Etfluent Pumps
Applications
Our 4-inch (100-mm) Submersible Effluent Pumps are designed to
transport screened effluent (with low TSS counts) from septic tanks or
separate dosing tanks. All our pumps are constructed of lightweight,
corrosion-resistant stainless steel and engineered plastics; all are field-
serviceable and repairable with common tools; and all 60-Hz PF Series
models are CSA certified to the U.S. and Canadian safety standards for
effluent pumps, meeting UL requirements.
0renco's Effluent Pumps are used in a variety 0f applications, including
pressurized drainfields, packed bed filters, mounds, aerobic units, effluent
irrigation, effluent sewers, wetlands, lagoons, and more. These pumps
are designed to be used with a Biotube@ pump vault or after a secondary
treatment system,
-
Discharge Connection
-
Bypass 0rifice
Franklin
Liquid End
-
Suction Connection
Franklin
Super Stainless
Motor
Featu res/Specif icati ons
To specify this pump for your installation, require the following:
¡ Minimum 24-hour run-dry capability with no deterioration in pump life
or performance'
o Patented ]Æ-inch (3-mm) bypass orifice to ensure flow recirculation
for motor cooling and to prevent air bind
. Liquid end repair kits available for better long-term cost of ownership
. TRI-SFALTM floating impeller design on 10, 15, 20, and 30 gpm
(0.6, 1.0, 1.3, and 1.9 Usec) models; floating stack design on 50 and
75 gpm 8.2 and 4.7 Usec) models
. Franklin Electric Super Stainless m0t0r, rated for continuous use and
frequent cycling
. Type S00W 600-V motor cable
. Five-year warranty on pump or retrofit liquid end from date of manu-
facture against defects in materials or workmanship
- Not applicable for ,-hp (3.73 kW nodels
Standard Models
See specifications chaft, pages 2-3, for a list of standard pumps. For
a complete list of available pumps, call Orenco.
Product Gode Diagram
Cord length,
Blank = 1030 =30
Voltage, nameplate:
1 = 115- 200 = 2002=2301 4 =460
PF
20 = 20 (6)
50 = 50(15)
ft (m)f
(3)
(e)
Frequency:
1 = single-phase
3 = three-phase
60 Hz
60 Hz
5 = single-phase 50 Hz
1)
Nom¡nal flow, gpm
10 = 10 (0.6)
20 = 20(1.3)
50 = 50 (3.2)
Pump, PF Ser¡es
- Í-hp (0.37kW)only
1220 volts for 50 Hz pumps
tNoler 20{oot cords are available only for slngle-phase pumps through 1 -1á hp
(0.37)
(0.75)
(1.50)
(3.73)
05 = 1/zhþ
10=1hÞ
20 = 2hþ
50 = 5hp
Horsepower (kW):
03 = %hp(0.25)
07 = 7o ¡O 19,5U,
15 = 1-/zhp(1.1
30 = 3hp(2.24)
15 = 15 (1,0)
30 = 30 (1.9)
75 -- 75 (4.7)
(Usec):
"(Dl. @
LR80g80
LF2053AS¡€ì
Powered by
Franklin Electric
Orenco $yslemso Inc. ,814 Airuay Ave., Suthedin, 0R 97479 USA . 800-348-984i1 . 541-¡159-¡1449 . www.orenco,com f{To-Pu-PF-1
ReY.2.2, O 09/1¡l
Page 1 ol 6
Tæhn:ica{ Il,ata Sheet Orenco
Specifications, 60 Hz (continued)
Ë= ËËs
t
ÉtEt
.EI' ı6V'c¡ \r
G
-tÌê
ÈE.c6É,
Ð-v
¡l
J
.9to
=
6ttog
qE
.r.
=.E
t
:l!Er
6'J
!t-'ãa
EEÈFTEEs¡5ä
6
.co*E
ge
Ëx(E
=
-
C'rÉ
7sËF
atEllrÉ
C'
.E
Þ
Model
50 (3.2) 0.75 480 1.8 1.8 3 25 (635)31(14)
PF501 01 2 50 (3.2) 1.00 (0.75)1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100
PF50103200 50 (3.2) 1.00 (0.75)3 200 208 5] 5.7 4 2 in, SS 26.4 (671) 26 (660) 39 (18) 300
PF501 034 50 (3.2) 1.00 (0.75)3 460 480 2.2 2.2 4 2 in. SS 26.4(671) 26 (660) 39 (18) 300
PF5015124 50 (3.2) 1.50 (1.11)1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100
PF501532004 50 (3.2) 1.50 (1 11)3 200 208 7 .0 7 .0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300
PF503012 4,5,7,8 50 (3.2) 3.00 (2.23)1 230 240 17 .7 17 .7 I 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100
pF50303200 4'5'8 50 (3.2) 3.00 (2.23)3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300
PF503034 4,5,8 50 (3 4 3.00 (2.23)3 460 480 5.3 5.3 B 2 in. SS 40.0 (1016) 31 (784 55 (25) 300
pF505012 5,6'7'8 50 (3.2) 5.00 (3.73)1 230 240 26.2 26.4 1 3 2 in. SS 65.4 (1661) 55 (1 397) 64 (29) 300
pF505032 5,6'7,8 50 (3.2) 5.00 (3.73)3 230 240 1 6.5 1 6.5 1 3 2 in. SS s9,3 (1 506) 49 (1245) 64 (29) 300
PF751012 75 ø.n 1.00 (0,75)1 230 240 9.9 10.0 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100
PF751512 75 Ø.n 1.50 (1.11)1 230 240 12j 12.3 4 2 in. SS 33.4 (848) 30 (762) 44 (20) 100
Specifications, S0 Hz
Pumo Model
23.0 (584) 17 (432) 26 (12) 300
PF100752 4,5 10 (0.6)0,75 (0.56)1 220 230 6.2 6.2 9 1 1/¿ in. GFP 26.8 (658) 17 (434 30 (14) 300
PF1 01552 r 6 1 0 (0.6) 1 .50 (1 .1 1)1 220 230 10,5 11.4 18 1 1/¿ in. SS 39.5 (1003) 22(559) 46 (21)300
PF300552 30 (1.e) 0.50 (0.37)1 220 230 4.1 4.1 4 1 lqin.GFP 22,5 (572) 19 (¿83) 26 (12) 300
PF300752 30 (1.e)0.75 (0.56) 1 220 230 6.1 6.1 5 1 l/¿ in. GFP 24.8 (630) 19 29 (13) 300
PF301 052 30 (1.e) 1.00 (0,75)1 220 230 7 .4 7 .4 7 1 lq in. GtP 28.4 (721) 20 (508) 32 (1 5) 1 00
PF301552 4,5 30 (1.9) 1.50 (1.11)1 220 230 9.3 9.3 8 1 l/¿ in. GFP 35.4 (899) 24 (610) 40 (18) 100
PF500552 50 (3.2) 0.50 (0.37)1 220 230 4.0 4.0 2 2 in, SS 20.3 (516) 25 (635) 29 (13) 300
PF500752 50 (3,2) 0.75 (0.56)1 220 230 6.3 6.4 3 2 in. SS 2s.7 (602) 25 (635) 31 (14) 300
PF501 052 50 (3.2) 1,00 (0.75)1 220 230 7 .3 7 .4 4 2 in, SS 27.0 (686) 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 (826) 30 (762) 42 (19) 100
PF751052 75 (3.2) 1.00 (0.75)1 220 230 7 .3 7 .3 4 2 in. SS 30.0 (762) 27 (686) 34 (15) 100
Distr¡butor about fittings t0 connect hose and valve assembl¡es to netr¡c-sized pip¡ng.
1renco for more infornat¡on.
3 Weight includes carton and 10-ft (3'n) cord.
4 High-pre$ure discharge assenbly required.
5 Do not use can-lock option (Q on discharge assembly.
6 Custom d¡scharge assenbA requ¡rcd for these punps. Contact 0renco.
Z Capac¡tor pack (sold separatety or instalted ¡n a custom c\ntrol pane| requ¡red for this pump. Contact orenco.
8 T\rque tocks are available fot all punps, and are supplied with 3-hp and s-hp punps'
ilTD.PU.PF-l
Rev.2,2, O 09/14
Page 3 of 6
grenco Systemso lnc. ,814 Ainrvay Ave., Sutterlin,0R 97479 USA ¡ 8{10-348-9843 . S41-¡159-¡1449 . www,orenco'com
OrencoTechnical Ðata Eheet
PF20 Seiles,60 H2,0.5 - 1.5 hp
0
FF
900
800
c¡* zoo
È*o
I 5oo
q¡€.g 400
(Ès 300
È'
.g 200
Ê
100
400
350
t¡¡*.¡ 300
Èfl zso
È
ëroa
Ft*\I roo(È
.È
50
90
(¡¡*80
s7osS. 60Èas50(¡'È 40
EÈ30
Ezo
t0
450
400
t¡¡* sso
S soos¡
È 250(!
(¡¡tro
sS rso\È
S roo
.a
50
60 Hz Models (continued)
5101520253035
Flow in gallons per ninute (gpml
tì -'t
PF50 Series,60 H2,0.5 - 5.0 hp
PF5030
PF5015
PF5010
t-t!4
0102030405060708090
Flow in gallons per ninute (gpn)
51015202530354045
Flow in gallons per ninute (gpm)
PF75 Sefies,60 Hz,1.0 - 1.5 hp
10 20 30 40 50 60 70 80 90 100
Flow in gallons per ninute (gpm)
400
100
0
PFllfl Sedes,6{l H2,0.5 - 5.0 hp
PF3015
E]:l
\
orenco Systemso lnc. ,814 Ainray Ave,, Sulherlin, 0R 97479 USA . 800-Í148-984i1 . 541-¡159-¡1449 . www.orenco,com ilTD-N'-PF.1
Rov. 2.2, O 09/14
Page 5 of 6
Double Walled PVG Riser & L¡d Options
Poly Lid
(Static load bsbd to 5ü10 lbs). Skid Ësistanæ surhæ. Available in grcen. Highest level of UV Probclim induded¡ lndudes a fuam gasket fur airtight and
waterti ght appl ications. lndudes square drive scr€lus b disæunage
unauthorized entyo lneulation panels adrieve R-10 insulation nating
2'of lnsulation
Standald
Orenco @ DuraFibern Access Lids (FLD)
Not reoommended fur vehicr¡lar ffic
24'and 30'Diamerþ¡s. Sol¡d, resin-infused fibeglass ænsft¡ction. 20,üX){b breaking st€ngüt¡ Sûandard green or brown ælols. Available with orwithout ureüane lid gasket. Available with caröon filhation. 4 stainless sþel flathead socket cap scr€ìts & hor
keyvYrendr. lnsulated lids available - ? or4'
Double Walled PVC Riser
. Available in 24'and 30' Diamebr. Cut b lengür. Sold in +l-2'incremenb. Must bo cr¡t botrr€on fibg
Wúr&
Wa¡ffiebr
o Systems
r Pluducû¡
InG. ¡ Serylce
firo) lg¡{7tl 2flxþco' ru'317
P.O.Bo(95
Fu: (/19) gfigrn BsE\ßla' @81ã.1
$lrË¡!b: wtrw.vdlqprcd.øn
Emrll: tonUæf@A$prcd.øn
Figure 2:
0renco Distributing Valve Assembly {6000 Series Valve)
The Distributing Valve Assembly
The Orenco Automatic Distributing Valve Assembly combines the distributing valve itself and sever-
al other components to give a complete preassembled unit that is easy to install, monitor, and main-
tain. Figure 2 shows a complete assembly. Because distributing valves with several outlets can be
difficult to line up and glue together in the field, the discharge lines in the assemblies are glued in
place at Orenco. The unions (1) allow removal and maintenance of the valve. The clear PVC pipe
sections (2) give a visual check of which discharge line is being pressurized. The inlet ball valve (3)
allows a quick, simple method to test for proper valve cycling. The ball valve also stops the flow of
effluent in case the pump is activated unexpectedly during maintenance or inspection. Check valves
may be necessary on the discharge lines. Use of check valves is discussed in the valve positioning
section.
Valve Assembly Hydraulics
Liquid flowing through the valve assembly must pass through fairly small openings and make several
changes in direction. Because of this, headlosses through the valve assembly are fairly high. Table I
gives the headloss equations for several different assemblies and Figure 3 shows the graphical repre-
sentations of these equations. Orenco recommends that high-head turbine pumps be used to pressur-
ize the valve assemblies to ensure enough head is available for proper system operation. High-head
turbine pumps are also recommended because the use of a distributing valve usually requires more
frequent pump cycling. The high-head turbine pumps are designed for high cycling systems and will
outlast conventional efïluent pumps by a factor of l0 or more in a high cycling mode. Furthermore,
the high-head turbine pump intake is 12 inches or more above the bottom of the pump and tends to
prevent any settled solids from being pumped into the distribution valve and obstructing its opera-
tion. A minimum flow rate through the distributing valve is required to ensure proper seating of the
rubber flap disk. Minimum flow rates for the various models are given in Table 1.
itTP-vA-l
Rev.1.2, @ 1lO3
orenco Systemso, lnc.
Page 2 ol 6
Valve Positioning
The physical position of the valve in relation to the pump and the discharge point is very important
for proper valve operation. The most reliable operation occurs when the valve is placed at the high
point in the system and as close to the pump as possible. The transport line between the pump and
valve should be kept full if possible. If the line is empty at the beginning of each cycle, pockets of
air during filling can cause random rotation of the valve. The valve is particularly vulnerable to this
erratic rotation with empty lines that are long and not laid at a constant grade. An ideal valve loca-
tion is shown in Figure 4.
If the final discharge point is more than about 2 feet above the valve and the system does not drain
back into the dosing tank, check valves should be installed on the lines immediately following the
valve and a pressure release hole or line should be installed just prior to the valve. This pressure
release hole or line can go into a return line to the dosing tank or to a "minidrainfield" near the valve
In order for the valve to rotate reliably, no more than about 2 feet of head should remain against the
valve to allow the rubber flap disk to return to its up position. In many cases, it may take from one
minute to several minutes for the pressure in the valve to be lowered enough for proper rotation to
occur. Special care should be taken when installing systems controlled by programmable timers to
ensure cycling does not occur too rapidly. Figure 5 illustrates a valve assembly using check valves.
Pumping downhill to the valve should be avoided unless the transport line is very short and the ele-
vation between the discharge line out of the tank and the valve is less than about 2 feet. If the valve
is located many feet below the dosing tank, random cycling may occur while the transport line drains
through the valve at the end of the cycle. A pressure sustaining valve located just before the distrib-
uting valve may overcome this problem in some instances.
Valve Assembly
Discharge
Transport Line
Dos¡ng Tank
Figure 4:
ldeal valve location
fi¡TP-VA-1
ßev.1.2. @ 1ll03
ofenco Systoms@, lnc.
Page tl of 6
SOLUTION 3:
SOLUTION 4:
SOLUTION 5:
SOLUTION 6:
Remove the valve top and check for proper movement of stem and disk assembly.
Check for ancl remove any clebris or fcrreign objects that may jam or retard the
movernent of the disk.
Check for freedom of movement of stem and disk assembly up and down over the
center pin in bottom of valve. Scale deposits may build up on the pin and hold stem
and disk assembly down. Clean pin and again check for freedom of movement.
Be sure that all operating outlets are not capped and that the flow to operating zones
is not restricted in any manner. This would cause pressure to build up in the valve
and lock the stem and disk assembly in the down position.
The backflow of water from uphill lines may be preventing the valve from cycling
properly. This can happen when the valve is placed too far below an elevated line.
If the valve cannot be placed close to the high point of the system, a check valve
should be installed near the valve in the outlet line that runs uphill from the valve
and a drain line installed just prior to the valve to relieve the pressure.
2. PROBLEM: Water comes out of all the valve outlets
CAUSE: Stem and disk assembly not seating properly on valve outlet.
SOLUTION 1: Check for suffrcient water flow. A minimum flow rate is required to properly seat
the disk as shown in Table 1.
SOLUTION 2: Remove the valve top and check the inside walls to ensure that nothing is interfering
with the up and down movement of the stem and disk assembly inside the valve.
SOLUTION 3: Make sure that the operating outlets are not capped and that the flow to the operat-
ing zones are not restricted in any manner.
3. PROBLEM: Valve skips outlets or zones
CAUSE Pumping into an empty transport line - especially downhill - may cause the valve
to skip outlets from pockets of air allowing the rubber flap disk to raise during a
cycle.
SOLUTION 1: Keep the transport line fuIl.
SOLUTION 2: If the line must remain empty between cycles, use a larger diameter transport line
laid at a constant grade to prevent air pockets from forming.
CAUSE: The stem and disk assembly is being advanced past the desired outlet.
SOLUTION 1: Ensure that the correct cam for the desired number of zones is installed and that the
outlet lines are installed to the correct outlet ports of the valve as indicated by the
zone numbers on the top of the cam.
NTP-VA-1
Rev.1.2, @ l1Í13
0ronco Syslemso, lnc.
Page 6 of 6
D istri buting Va lves (conti nued)
:F
ït
E
m
t5
t0
5
0
E
0¡ov,
Et
o
F
tt
atc'
IE
o,
051015mÃil:F40455055flt6670
Flow(gpm)
v6flnA
v44004l-¿v64004
v46004i-/¿
á .á
..¿,F Z--æ
Model lnletSize(in.l OuûleûsSize(in,) Flowrange(gpm) MaxHead{ft.) Min.Enclosu¡e
v4rû24 1.25 "t,25 10-40 170 v81217
v44034 1.25 1.25 '10 - 40 170 v81217
v44044 1.25 1.25 10-40 170 v81217
v46054 1.25 1.25 10 -25 170 RR2418
v46064 1.25 1.25 10 -25 170 RR2418
l-v64ozA -l 1.s '1.5 15-1m 345 RR2418
v6403A 1.5 1.5 15-lm 345 RR2418
v81044 1,5 1.5 15-1m 345 RR2418
VMOsA 1.5 1.5 15-1m 345 RR2418
v6606A 1.5 1.5 15-1m 345 RR2418
NSU-Sr-VA-1
ñev.3.0, @ l/lB
Page2ol2
Ouick4 Plus Standard Chamber Sidc and End Vicws
48"
(EFFECTIVE LENGTH)
12"
34
Quick4 Plus All-in-One 12 Encap Front, Side and End Views
'11.2"
13'I'8'5.3" INVERT_L
33"
Quick4 Plus All-in-One Periscope
QUICK4 PLUS
ÀLLIN.ONE
(360'SWVET )
o
-,F* ffi12.7" I QUICK4 PLUS
ALLJN€NE I 2
ENDCAP
INFILTRATOR SYSTEMS, INC. STANDARD LIMITED WAHRANTY
(a) The structural integrity of each chamber, end plate. wedge ând other accessory manufâclured by lnfllrator ( 'Units"), when installed and
operated in a leachfreld of an onsite septic syslem in accordance w¡th lnfiltralor's instructions, is watranted 1o the o¡¡ginal purchaser ('Holdef )
againsl defective materials and workmanship for one year from the date that lhe septic permit is rssued for the septic system contaìn¡ng the Units;
provided, however, that if a seplic perm¡t is nol requ¡red by âpplicable lâw, the watranty period wìll begin upon the date that installation ol the
seplic system commences. To exercise its waranty r¡ghts, Holder must notify lnfiltralor in writrng at ils Corporale Headquarters in Old Saybrook,
Connecl¡cut wrthin fifteen (15) days of the alleged defect. lnfiltrâtor will supply replacement Units lor Unrts determined by lnfiltrator to be covered
by this Limitcd Waranty. lnfiltrator's liabiliiy spccilically excludes the cost of removal and/or installa¡on of thc Units.
(b)THE LII\IITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) AFE EXCLUSIVÉ, .I'HÊFE ARË NO OTHER WARRAIITIES WITH FIESPECT
TO THE UNITS, INCLUDING NO II\,4PLIED WAHRANT¡ES OF MEFCHANTABILITY OR FITNESS FOF A PARTICULAR PURPOSE W
(c) This Limrlcd Waranly shall llc void il âny part of the chamber syslem is manufacturcd by anyonc othcr thân lnfiltråtor. The L¡mited Warranly
does not extend to incidental, consequenlial, spec¡al or ind¡recl damages. Inf¡ltrator shall nol be liable for penalties or liquidated damages,
including loss of production and profts, labor and materials, overhead costs, or olher losses or expenses incurred by the Holder or any lh¡rd party.
Specificâlly excluded from Llmited Warânty coverage are damâge to the Units due to ordinary wear and lear, alteralion, acc¡dent, misuse, abuse
or neglect of the units; the Un¡ts being subjecled to vehicle traff¡c or other conditions which are not permilled by lhe installaiion instructions; failure
to mâinta¡n the mrnrmum ground covers set forth in the insta¡lation inslructionsi the placement of improper malerials ¡nto the system conla¡ning
the Unrts; failure of the Units or the sept¡c system due to ¡mproper siting or improper sizrng, excessrve water usage, improper grease disposal,
or improper operation; or any olher evenl not caused tly lnfilkator. This Limrted Waranty shall be void if the Holder fails to comply with all of the
terms set fonh in lhis Limited Waranly. Further, in no event shall lnl¡ltrator be responsible for any loss or damage to the Holder, lhe Unils, or âny
lhird party resulting from installalion or shrpment, or from any product llability claims ol Holder or any th¡rd parly. For lh¡s Limited Wailanty to
apply, the Un¡ls must be inslalled ¡n accordance wilh all s¡te conditions requ¡red by state and local codes; âll other appl¡cable laws; and lnfillrator's
inslallation inst(rctions.
IN FILTRATOR'
systems inc,
6 Business Park Road . P.O. Box 768
Old Saybrook, Cï 06475
860.577.7000 . FAX 860.577.7001
(d) No represenlative of lnfiltralor has the authority to change or extend this Limiled Watranty. No waÍanly applies lo any party other than the
original Holder.
The above represenls the Standard Limited Watranty offered by lnfiltralor, A limited number ol states and counlies have diflerent watranty
rcqu¡rcmcnts. Any purchâscr ol Units shoulcl contact lnfiltratoas Corporate Headquarlers in Old Sâybrook, Connccticut, prior to such purchase,
to obtain a copy of the applicable wårranty, and should carefully read thât watranty prior to the purchase of Unils.
800.221.4436
www. i nf iltratorsystems.com
//[l n \
Quick4 Plus Standard Chamber Specifications
Size(rVxLxH)34" x 53" x 12" (86 cm x 135 cm x 31 cm)lnvert Height .,.,,.,.,,,..,.,. 0.6", 5.3', 8.Ou, 12.7u
(1 ,5 cm, 8,4 cm, 18.5 cm, 22.6 cm)Effective Length 48" (122 cm)
THE QUICK4@ PLUS STANDARD CHAMBER
For technical assistance, installation instructions or customer service, call lnfiltrator Systerns aL8AO.221.4436
U.S.Patents:4,759,661;5,017,041t5,156,488;5,336,017i5,401,116i5,401.459;5,511,903;5,716,163;5,588,778;5.839,844
Cânadian Patents: 1,329,959; 2,004,564 Othe¡ påtenls pendinq.
is a regislered trademark in Mexico. Contour Swivel Conneclion is a trâdemark of lnlillrator Systems lnc. O 2009 lnfilträtor Systems lnc. Pflnled in U.S.A.PLUS051010lSl-2
,a
Orifice Shields
Applications
Orenco@ Orifice Shields are used in a pressurized distribution system
to protect the orifices from backfill debris that might cause orifice
blockage.
I
ùriÍice shield installed on latenl pipe, standard configuntion
Shield
0rifice
Cutaway view, standard configuntion
0rifice
Shield
Cutaway view, cold weather configuration
General
Orenco Orifice Shields snap{it onto laterals. They may be placed on
top of or beneath a lateral, depending on the location of the orifice.
Orifice shields are covered by method-of-use patent # 5,360,556.
Standard Models
0s075, 0s1 00, 0s1 25, 0s1 50, 0s200
Product Gode Diagram
I utrl.rt pipe size, nominat:
075 = 0.75 in. (20 mm)
100 = 1.00
125 = 1.25
150 = 1.50
200 = 2.00
¿
\
ÉJv
0s
in. (25 mm)
in. (32 mm)
in. (40 mm)
in. (50 mm)
0rifice shield
Material of Gonstruct¡on
PVC perASTM D-1784
Physical Specifications
Model Shield 0.0.
in, (mm)
Lateral pipe 0.D.
in. (mm)
0s075 3.5 (8e)1.05 (27)
0s100 3.5 (89)1 .315 (33)
0s1 25 3.5 (8e)1.66 (42)
0s1 50 4.5 (114)1.90 (48)
0s200 4,5 (114)2.375 (60)
0renco Systemso lnc, ,8f4 Airway Ave., Suthedin,0R 97479 USA . 8ll0-348-984i1 ¡ 541-¿159-¡1449 . u,wworenco.com itTD-sF-os-1
Rev.1.1, @ fl9/14
Page 1 of 1
C Garfield County Land Explorer
Gørfield County
Garfield County, Golo rado
2185353&¡rtS
:2T853Í3ßl&331
ztc*s5ßel*t*r
p1 85353ü1 &1 5
3tô5353&'tt'86
, ã1 &5353${ {¡2}
åf &:i3534f {iã*i I*rıs3*ß*1$fi&
ã{{Ís355{}rfi?
.ã't85353t-ü{¡S4:
3'É6ã3S3*t{¡25
?385S22û¡{}2{i'*3S5&?A{}'¡ûã?
i?3S5&?ãüt0$3
1 inch = 188 feet
1 inch = 0.04 miles
0 0.025
.+.
0.1Miles0.05
Garfield County Land Explorer
Printed by Web User Garf¡eld County Colorado
ww,garf ield-county, co mGârfield County colorâdo
Discla¡mer
ft¡i lr å øñpllâtbn of rê@r& âi üeyâppeår ln the 6årfleld øunty otræs !trêdlq the !re3 shown. ft¡s drswlnc ß
þ be us.d only fd releeme purp6es ånd rhè &unty È nd respons¡ble tur àny ¡nåcurå.i€s hèGln ænblned.
@ Copyri8ht Garfield County, Colorado I All Rights Reserved Printed: 6/6/2018 at 3:34:52 pM
I Fees Pald $-#-
oate 5 - a{-ff
Ì
,
INDIVIDUAL SEI'IAGE DISPOSAL . SYSTEMS APPL f CATION
NOTIFICATION OF PROPOSED DISCHARGE TO T.IATERS OF THE STATE
INDIVIDUAL HOME SEI,'AGE TREATT'IENT .SYSTEM .
ûrner:
Haiì Address:
t\.t-{lffi>5
I RDING PRO
I Location of facilltY: CountY
Legal Descrlptlon
ú No. of Be
TTED FOR REVI
Garftel-d
ll \Y> o't¡t'¡'-
Tank Capa cì ty rj ration Unit Capacity _
crry: Wt!1JÐærD14 fr;z Kløc> I phone: !fß=fAS=
Lot Slze
gn Ae
Attach separate sheets or report showing entlre area with respect to surroundlng areas,
topography of are¡, habitable buitdings, location of potable water wells, soil percola-
tiön-test holes, soil profiìes in test ho'les.
Ci ty or town Ël,c,trqnd __ _
drooms <l SepfÍcCøløæ-r+xn S
Domestic l,later: Publ i3. Source of c (nam):Weç l* B-uk t, t¿tTcß âsç o-
Private: l,Iell Depth 0ther Depth to first ground water table
4. Is facility wlthin boundaries of a clty/town or sanitation district?
5. Distance to nearest sewer system:4Ð *'Y
Have you attempted to arrange a connectlon wÍth the system?
If rejected, what was the reason?
Rate of absorption in test holes shqwn on the locatlon map, in
drop ln water level after hoìes have been soaked for 24 hours:
mi tes r inch of '6.
7 Name, address, and telephone of person who made soll absorptÍ on ests:
I, Name, address, and telephone of person responslble for design of the system:
9.
10. I have been glven an
Garfield County and I
lncluded therein.
Express permission is hereby granted for the inspectíon of the above property by any
ræinber of the Garfleld County Environmental Health Departmnt and,/or such Persons as
they may designate. Any withdrawaì of this permission shall be ln writing and receipt
acknow'ledged by the County Environmental Health Department.
opportunlty to read the Indivldual Disposal Systems Regulatlons of
hereby agree to comply wlth all terms, conditions and requfrements
t
(TO BE RETURNED TO HEALTH DEPT. )
gnü re pp lcant