HomeMy WebLinkAbout1996-06-19 Septic System Design ReportS•P TESTING, INC. Steven B. Schirmers - MPCA Cert.No. 627
951 Katydid Lane NE - St. Michael, MN 55376 - (612) 497-3566
FAX (612) 497-5011
State License #394
June 19, 1996
Dale Spencer
503 Ferndale Rd.
Orono, Henn. Co., MN
This site has an existing failing On -Site Sewage Treatment System which does not meet
the 3' separation from the saturated soil (mottled soil). The system is surface
discharging which is an imminent health hazard & must be repaired or disconnected
within 10 months.
This On -Site Sewage Treatment System is Designed for a Type 1, four bedroom home,
Designed in accordance with the Minnesota Poilution Control Agency Chapter 7080 and
local ordinances.
The soils on this site are SCS soils mapped - HbC - Hayden loam. The seasonally
saturated soils were located at 54" to 70" (mottled soil). The bottom of the treatment
area must be located at least 3' above the seasonally saturated soils. A Standard
shallow Trench System 18" deep, may be installed using gravelless trench.
The soils at a depth of 18" have a percolation rate averaging 7.2 mpi.
A pumping chamber will need to be installed to lift the septic effluent to the treatment
area. The power supply and switches must be located outside the manhole and
pumping chamber in a weather proof enclosure. A warning device must be installed with
a light and sound device, this is in case of a pump failure.
All neighboring wells are located greater than 100' away from the proposed treatment
area.
The existing tanks may be used upon approval by the city Inspector. The tanks must be
water tight.
Keep all heavy equipment off of the proposed treatment area before and after
construction. The treatment area should be marked off before construction. This
Design is not valid & the system will need to be relocated if failure to protect the areas
proposed for On -Site Sewage Treatment occurs.
With proper installation and maintenance, this system should have no problem in
treating septic effluent effectively.
Nothing other than gray water (laundry, showers, etc.) should be disposed of into the
septic tanks. Garbage disposals are not recommended, due to adding more solids &
fine solids passing through to the system. Excessive amounts of soaps, cleaning agents
& chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not
recommended. Recommend to pump & clean y our tanks through the manhole by a
certified pumper every 2 years. Check with your pumper to set up a schedule.
Steven B. c}�irmers ��
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INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEE-r
D-25
j
FLOW
A. Estimated c'y gpd
measured x 1.5= gpd
SEPTIC TANK VOLUME
B. - / D D rj gallons
SOILS (Site evaluation data)
C. Depth to restricting layer = y - �-•' feet
D. Maximum depth of system C - 3 ft feet
E. Percolation rate '•1P1
F. SSF 1. +=? sq f;/gpd 1_:1 t3 t•)
TRENCH BOTTOM AREA •1•• a t �a�\ �l + •�
H. For trenches %%ith 6 inches of rock below the pipe:
A x F= _;c; x 1.y% =t7oa sq ft of bottom area
1. For trenches t%it,'1 12 inches of rock below the pipe:
AxFx0.8=_x_x0.8=lsgftofbottom area
J. For trenches %ith 18 inches of rock below the pipe:
AxFx0.66= x x0.66=_softofbottom area
K- For trenches %ith 24 inches of rock below the pipe:
AxFx0.6= x_x0.6=_sgftofbottom area
BED BOTTO'\i AREA
L For seepage beds with 6 or 12 inches of rock below the pipe;
1.5xAxF=lax_x_=_sgftofbottom area
ROCK VOLUME IN CU FT
M. Rock depth below distribution pipe plus OS foot times bottom area:
M =Rock depth + 6 inches x Area (H,i,J,L,K)
+ 05 ft) x — cu ft
ROCK VOLUME IN CU YDS
N. Volume in cu ft divided by 27
M+27=cuyds=+27= —cuyds
ROCK WEIGHT
O. Cubic yards times 1.4 = tons
N x 1.4 = tons — x 1.4 = — tons
DISTRIBUTION
(Check one based on slope)
Bed (less than 6% slope)
Trenches
Drop boxes (any slope)
Distribution box (level to slightly sloping)
TREIT'CH LENGTH
P. Select trench width = 72 -O ft I�. -�..:.V a "'K �, c
Q. Divide bottom area by trench width: (H, i, J, or K) + P =
lineal feet
/cc a + : c = ?—y lineal feet ? 5 0 �+ • ti r
LAWNAREA
R. Select trench spacing, center to center = S feet
S. Multiply trench spacing by lineal feet R x Q = sq ft of lawn area
340 x S=1)e)Gsgft
LAYOUT (Use other side)
1. Select an appropriate scale; one square = feet.
2. Show pertinent property boundaries, right-of-way, easements.
3. Show location of house, garage, driveway, and all other
improvements, existing or proposed
4. Show location and layout of sewage treatment system.
5. Show location of water supply well.
6. Dimension all set backs and separation distances.
Estmau4 Sc•..(, r10- m G.Uoc. pa D.y (pw)
Numt- I
of Tqc I
Tlpt ❑
T�Tc rI
I T.z IV
B e& tom+i —�
2 ;0o
:2-51
11`0
ra
3 c50
300
211
i
c(d
375
_.%
5 750
; 5o
5
7 IC 0
I 600
310
6 I_0o
675
cty
,a
NUmber
�1`�=
v-=—
of
I {' d
G a--v
Bc,.jooms
G ace
D;
2 or las
750
1.125
3 or :
1.000
1.500
5 or 6
1.500
2.250
7 or 8
2.000
3.000
of Q 9
See rig. C-6
(: 1.5)
i.mm ram.. 4v
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Coarm Sand
—
01toi
Sand
063
12o
0 1 10 S
Fine S.ad'•
167
0.60
6to15
ndyLoam
1,
0.79
16:033
Loam_
C1.67-
0.60
?1 'o Ji
S611 Loa..-+
Z063
037
46 :O fJ
QajyLoam
in
o.45
slo- -.h' n 63F—
82Y
--
(014)
' So•1 •.. or•� 1•r •.•.•y �..s..a
'• Swl N•va SCE M v .may w nwt
6 inches= 0% Reduction`
12 inches= 20% Reduction
18 inches= 34% Reduction
24 inches= 40`7o Reduction
• sizing for gravelless trench
r•!•!•!•!•!•I•r•!•r•r•I•J• 2 i
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1-
tch Corer
i
inch Pipe
624 inch
L
k Below the
to.�..t•r Figure D-26
nwr SELEMQV PROCEDURE
A. Determine pump capacity-
Gravity Distribution
1. Minimum suggested is 600 gallons per hour (10 gpr,)) to stay ahead of
water use rate.
2. Maximum suggest for -delivery 10 a drop box of a home system is 2,700
gallons per hot�5 gpm) to present build-up of pressure in drop box.
Pressure Distibution
3. a. Select number of perforated laterals
b. Select perforation spacing = feet-
C. Subtract 2 ft from the rock layer length.
�,�, 2 ft. = feet.
d. I�et__e the number of spaces between perforations.
Length perf. spacing = - ft. + ft. = spaces
e. _ spaces 1 = perforationsAatera!
f. Multiply perforations per lateral by number of laterals to
get total number of perforations. I,- x = perforations.
SELECTED PUiEP CAPACITY _y gpm 01 AL.
B. Determine head requirements:
1. Elevation difference between pump and point of discharge.
)� feet
2. If pumping to a pressure distribution system, five feet for pressure
required at manifold if gravity system, zero.
- feet
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter.
Read friction loss in feet per 100 feet from table.
FA _= 2.al ft./100 ft of pipe
b. Determine total pipe length from pump to discharge
point. Add 25 percent to pipe length for fitting
loss, or use a fitting loss chart. Equivalent pipe
length - 1.25 times pipe length =
7 'L, x I.25 = ay J feet
c. Calculate total friction loss by multiplying
friction loss in ft/100 h by equivalent pipe length.
Total friction loss = --� � c) x ? '�' ✓ +100 = loe feet
4. Total head required is the sum of elevation difference,
special head requirements, and total friction loss.
l+ - + 4�1
(1) (2) (30
TOTAL HEAD D ?, feet
C. Pump selection
1. A pump must be selected to deliver at least
ti S gpm (Step A) with at least --:�_ feet of total head (Step B).
F-17
ua PMORATlw a' • KRFORATtrD I=TCF&L
• lam, S.�r lM. � M f+„wr Frr, It/ v•
..r 77
Requusd Perforabon D;, e
to gallons per ounute pm
lhscharge
Nead
(feet)
j= 0.6 "t
i .s 1w
1.0a
0.56
0.74
2.0b
0.80
1.04
a. Use for single family homes
b. Use for all other applications
Pipe Length
Point of Discharte
Elevation Diffemncc
Pump
F-18b
1.5 inch 2.0 inch 3.0 inch
gpm Fr.a m :m pv 100 h of
10
0.69
0.20
12
0.96
0.28
14
1.28
0.38
16
1.63
0.48
18
2.03
0.60
20
2.47
0.73
0.11
25
3.73
1.11
0.16
30
5.23
1.55
0.23
35
7.90
2.06
0.30
40
11.07
2.6s
0.39
45
14.73
3.28
0.48
5o
3.99
0.58
55
4.76
0.70
60
5.60
0.82
S-P TESTING, INC. Steven B. Fchirmers - MPCA Cert.No. 627
951 Katydid Lane NE - St. Michael, MN 55376 - (612) 497-3566
FAX - (612) 497-5011
State License #394
Dale Spencer
503 Ferndale Rd.
Orono, Henn. Co., MN
Borings completed on 6-10-96, with a hand bucket auger.
BORING NUMBER 1- Elev.97.5 - MOTTLED SOIL AT 4-1/2' - No standing water
present in boring.
0 -
8"
Topsoil dark brown loam 10YR 3/1
8" -
12"
Gray brown loam 10YR 5/2
12" -
28"
Brown clay loam 10YR 5/4
28" -
54"
Brown sandy loam 10YR 5/4
54" -
60"
Rusty gray brown sandy loam 10YR 5/3 - mottles 5/6
60" -
68"
Rusty olive brown loam to silty loam 10YR 6/3 - mottles 6/2,5/6
68" -
78"
Rusty olive brown loam w/traces of sand - mottles 6/2,5/6
BORING NUMBER 2- Elev.95.3 - MOTTLED SOIL AT 5'10" - No standing water
present in boring.
0 -
10"
Topsoil dark brown loam 10YR 3/1
10" -
18"
Brown sandy loam 10YR 5/3
18" -
36"
Brown loamy medium sand 10YR 5/4
36" -
48"
Brown sandy loam 10YR 5/3
48" -
70"
Brown loam w/layer of sandy loam 10YR 513 - mottles 5/3
70" -
78"
Rusty olive brown sandy loam 10YR 6/3 - mottles 6/2,5/6
BORING NUMBER 3- Elev.98.2 - MOTTLED SOIL AT 4-1/2' - No standing water
present in boring.
0 -
4"
Topsoil dark brown loam 10YR 3/1
4" -
12"
Gray brown loam 10YR 5/2
12" -
54"
Brown loam 10YR 5/4
54" -
78"
Rusty brown loam 10YR 6/3
Spencer
503 Ferndale Rd.
Orono
Soil Borings Cont'd.
BORING NUMBER 4- Elev.93.5 - MOTTLED SOIL AT 4-1/2' - No Standing water
present in the boring.
0 -
10"
Topsoil dark brown loam 10YR 3/1
10" -
20"
Brown clay loam 10YR 413
20" -
48"
Brown sandy loam 10YR 514
48" -
54"
Brown loamy medium sand 10YR 514
54" -
62"
Rusty brown loamy medium sand 10YR 5/3
62" -
78"
Rusty gray brown loamy medium sand 10YR 5/2 - mottles 6/1,5/6
2
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing. Inc. on 6-11-96 starting at 11: 11 am
Test hole location Spencer. 503 Ferndale Rd., Orono.
Test hole number 1. Date test hole was prepared 6-10-96•
Depth of hole bottom 1$. inches. Diameter of hole 6 inches.
DEPTH,INCHES
0-8"
8" - 12"
12" - 18"
SOIL TEXTURE
Topsoil dark brown loam
Gray brown loam
Brown clay loam---- ----- -- - - - _.. -- -- —
Method of scratching sidewill is knife. Depth of gravel in bottom of hole is 2inches. Date and hour of initial
water filling 6-10-96, 11 *00am. Depth of initial water filling is 12 *nches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is 6 inches.
Measurement,
Time i Time interval,min _inches_
11:00 I prefill 6 �
11:11 11:41 I 6
11:46 12:16 6
12:17 12:47 6
Drop in water level.
inches
_ --
3-1/4
Percolation rate,
minutes per inch
Remarks
9.2
30 min
30 min
3-1/8
3-1/8
9.6
9.6
30 min
I j
Percolation rate = 2,5-minutes per inch.
CERTIFICATION N0.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made Ly S-P Testing, Inc. on 6-11-96 starting at 11:12am,
Test hole location Spencer. 503 Ferndale Rd.. Orono
Pest hole number Z. Date test hole was prepared 6-10-96.
Depth of hole bottom 18 inches. Diameter of hole b inches.
DEPTH,INCHES
SOIL TEXTURE
0 - 101, Topsoil dark brown loam
10" - 18"
Brown sand loam
oam
Method of scratching siuewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 6-10-96, 1 1:00am. Depot of initial water filling is 12inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic Via.
Maximum water depth above hole bottom during test is ¢ inches.
Measurement, 1
Drop in water level,
Percolation rate,
Time j Time interval min I inches
inches
minutes per inch
Remarks
11:00 prefill _ ` 6
11:12 11:42 6 _
4-5/8
65
30 min
_
11:45 _
12:15
6_
4-9/16
6.6
30 min
12:18
— 12:48
i
6
4-1/2
6.7
30 min
_
Percolation rate = 6,6_minutes per inch.
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, Inc. on 6-11-96 starting at IIa13am,
Test hole location Spencer, 503 Ferndale Rd., Orono
Test hole number 3. Date test hole was prepared 6-10-96.
Depth of hole bottom 1$ inches. Diameter of hole fi inches.
DEPTH,INCHES
0 - 4" Topsoil dark brown loam
4" - 12" Gray brown loam
12" - 18"
Brown loam
SOIL TEXTURE
Method of scratching sidewall is Wk. Depth of gravel in bottom of hole is 2 inches Date and hour of initial
water filling 6-10-96. W002m. Depth of initial water filling is 12 inches. above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic Win.
Maximum water depth above hole bottom during test is ¢ inches.
Time J
Time interval,min
Measurement,
inches
i Drop in water level,
inches
Percolation rate,
minutes per inch
Remarks
11:00
prefill
6
I
11:13 _
11:43 '
6
5-1/2 _
5.5
30 min
11:44
12:14
6
5-1/2
5.5
30 min
12:19
12:49
6
5-1/2
5.5
30 min
I
Percolation rate = 5.5-minutes per inch.
OUTLET TO
TRENCII
INLET FROM ( ��
SEPTIC TANK I
OR PREVIOUS
ln•VP UVA ` SVI'1 •t_r I114L
TO NEXT
DROP COX
C! . OIJTLF T TO
11 7 11 E rr. Il
NOTES
1. ALL PIPES SHOULD BE AT LEAST 4-INCH
DIAMETER.
2. ELEVATION OF INLET AND SUPPLY LINE TO
NEXT DROP BOX MAY DE An.)USTEO UP OR
vv•YN ron LW rJ 1 l r AFL m
1nENCH,
J SUGGESTED TRENCH LIOUID LEVELS: (A) 2 INCHES
ABOVE TOP OF OUTLET PIPE IF PERMEABLE
SYNTIIETIC FABRIC COVERS ROCKY (B) AT 7OP
OF OUTLET PIPE IF HAY OR STRAW AND
BUILDING PAPER COVERS ROCK.
4 INVERT OF INLET MUST BE AT LUST ONE INCH
►IIGIIER THAN INVERT OF SUPPLY PIPE TO
NEXT OnOP COX.
S TnENCIIES MAY OUTI F T rmE SIDE OR DOT"
SIOrs rF nno!, qOx
}- —
6UprLY
- INLE I
��
LINE
r
SUPPLY LINE
2' I
, 1
_
—^
—t-
—-OIJTLETS �"
I L I
�_-------------
TO TRENCII
I I
I
CUTLET TO
7NErrCH
DROP BOX
GRAVELLESS TRENCH CONSTRUCTION DETAILS
Inlet Pipe to Next 1 112 Male
Drop Box Adapter —
if
12" Soll Backlill
Corrugated Tubing Coverec
UT _ _ _ _ _ _ _ _ _ with Geolextile Fnbric - _ _
Drop BOA
Trench Length a up to 100 Feet
1 112" Inspavion
Well
Overfill to Allow NOTES: 1. Bottom of trench must be level. Top
for Settling of tubing must be level.
�- - Soil--- 12" of Soil
24"
Backfill Backlill
12'
- 0-14� i
_ Holes Located
24 at 4 and
8 O'Clock
2. Scarily trench bottom and sidewalk
at least 12 inches above trench bottom
to expose natural soil.
3. For proprietary products consult
manufacturers performance crileriia.
Figure D-33
VERTICAL SIDEWALL SEPTIC TANK
/-FINISHED GRACE
AT LEAST a 6' TO 1!" SOIL AT LEAST
4- DIA ER 4- DIA.-
I-. COV
MIN LEAST I" AT LEAST I"
LjA:T: - -
DIMENSIONS FOR -TANKS WITH VERTICAL_SIDES %�
t WIOT_H. W 24- MINIMUM _---
' LENGTH, L 2 TO 3 TIMES THE _WIDTH
B DIAM_ETER 60- MINIMUM _
1 D_EP_TH, D 30'_MINIMUM: 79' MAXIMUM C
—L A 02 D
- AT LEAST g - 6- MINIMUM 0.2 D MAXIMUM 6-
c 04 0
---- - .-AT LEAST 4 FEET -- - -`'
No1fs
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1.1( WST IIE I OCA I tD IE Iwrr N i It 16El ANII(6n1f1
yFrlEs
s
Na IPENCL
MARKS
I� �..�.�
m�r ■
INLET SCUM �1&
1 OtJTLET LEVEL ,ti
SCUM CLEAR SPACE -=
Y
ti SLUDGE
II,
r
OUTLET
CLEAN OUT TANK WHEN:
_T 71 IS 3' OR LESS OR
1} B 'B' 15 IV OR LESS
—1
r�
ie BLACK COLOR
DISTINGUISHES SLUDGE
LAYIW FROM LIOUID
a
MEASURE SCUM AND SLUDGE ACCUMULATIONS
IN THE SEPTIC TANK
••F-8
REDWOOD. CEDAf� OR
WATER 1IGHT D LOCKABLE ELECTRIC BOX—� TREATED POST (4 x 4 m1n)
PLUGS OR ELECTRIC CONNECTIONS----- ,--ALL ELECTRIC CONNECTIONS MADE
2' PVC CONDUIT SCHEDULE 80 J— INSIDE BOX
MANHOLE COVER CHAINED 9 LOCKED 1 6 'SPACE LOOP OF POWER CORD FOR
—�— SETTLEMENT
SEALED MANHOLE RINGS --� , FINAL GRADE
SEALED TANK COVER —
PLASTIC ROPE OR CHAIN
WITH ANCHOR --�
ALARM FLOAT ON SEPARATE
ELECTRICAL CIRCUIT
STgRT_WVEL-9_ —
3-
SHUT -Of F_. EVEt,—Q _
PUMP CONTROL FLOAT
AT LEAST 12*
` BELOW GRADE
+ WIRE FROM POWER SUPPLY
PIPE IS LAID ON A UNIFORM SLOPE FROM
P STATION UP TO SOIL TREATMENT AREA
FON PROPER DRAINBACK
IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATION FOR DRAINBACK,
A 1/4 INCH WEEP HOLE MUST DE USED
— WEEP HOLE
NOTES: ELECTRICAL WIRE FROM POWER SUPPLY
MUST NOT RUN OVER ANY TANKS BUT
MUST BE LAID BESIDE OTIIER TANKS
AND WIUST BE PLACED IN CONDUIT
ALONG POST
ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
CONTACT.
METAL
COVER
_4. J.
AD
CONCRETE ;
MANHOLE
RING
METHODS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
Figurc C-14
Figure F-8
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Sq •
tits;
t.hr,
te(J
('Yl�
Int�
0 GOL
Subm t
le
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APPLICATIONS
Specifically designed for the
following uses:
• Homes
• Farms
• Trailer courts
• Motels
• Schools
• Hosptitals
• Industry
• Effluent systems
SPECIFICATIONS
Pump:
• Solids handling capabilities:
3/4* maximum.
• Discharge size. 2' NPT.
• Capacities: up to 114 GPM.
• Total heads: up to 123 feet
TDH.
• Mechanical seal: carbon-
rotary/ceramic-stationary.
300 series stainless steel
metal parts, BUNA-N
elastomers.
• Temperature: 160`' F (71" C)
maximum.
• Fasteners. 300 series
stainless steel.
• Capable of running dry
without damage to
components.
Motor:
• Single phase: 'A HP. 115 or
230 V. 60 Hz, 1750 RPM;
'/: HP, 115 V, 60 Hz,
3500 RPM;1/: HP through
W, HP,230 V. 60 Hz,
3500 RPM.
Built-in overload will,
automatic reset, class B
insulation.
• Three phase: V, HP through
114 HP 2081230 V. 460 V.
60 Hz, 3500 RPM.
Class B insulation, overload
protection must be provided
in starter unit.
• Shaft: threaded. 400 series
stainless steel.
• Bearings. ball bearings,
upper and lower
• Power cord: 15 loot
standard length (optional
lengths available).
Single phase: V, and '/., HP-
16/3 SJTO with 3-prong
plug.'/4 through 11/.• HP-1 4/3
STO with bare leads.
Three phase: V, through
1 V. HP-14/4 STO with bare
leads. On CSA listed models,
20 foot length SJTW and
STW are standard.
FEATURES
Impeller: Cast iron, sen,i-
open, non -clog with pump out
vanes for mechanical seal
METERS FEET
90
25 80
wa,tif,
70
20 vrEI0H
60
2 50
15
r
40
10 3c
2(
5
0
protection. Balanced for
smooth operation. Bronze
impeller available as an option.
Casing: Cast iron volute
type for maximum efficiency.
2' NPT discharge adaptable
for slide rail systems.
Mechanical Seal: Ceramic
vs. carbon sealing faces.
Stainless steel metal parts.
BUNA-N elastomers.
Shall: Corrosion -resistant
stainless steel. Threaded
design. Locknut on three
phase models to guard
against component damage
on accidental reverse rotation
Motor: Fully submerged in
high grade turbine oil for
lubrication and efficient heat
transfel.
Destined for Corrlfl�
Operation: Pump rat,
within the motor ma
recommended working)
can be operated contillil
without damage.
Bearings: Upper aM
Lower heavy duty bail
construction.
Power Cable: Seveo
rated, oil and water
Epoxy seal on motor
provides secondary
barrier in case of OUW
damage and to pr
oil wicking.
0-Ring: Assures
sealing against c
and oil leakage.
y MODEL
I I SIZE %
��-sGPM
0 40 50 60 70 80 go 100 110
0 10 zo 30
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20
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