HomeMy WebLinkAbout1990-05-16 Septic System Design Report5-F TESTING, INC.
051 KATYDID LANE
ST.MICHAEUMN 55376
407^566
Steven B. Schirmers
May 16r 1990
Lonnie Underhill
Lot 7, Block 1
Painters Woods
Oronof Henn. Co., MN
This system le Designed for a Type 1, five bedroom home and in accordance
with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances.
The soils on this site are typical of SCS soils mapped - KkB - Kilkenny
loam. A seasonally high water table was located at 22", 24" 6 26",
(mottled soil). Due to the seasonally high water table, a pressurized
mound system will need to be installed. The bottom of the rock bed
must be located at least 3* above the seasonally high water table.
The soils at a depth of 12" have a percolation rate averaging 5.7
min/inch and are adequate for treating septic effluent.
A pumping chamber will need to be installed to lift the effluent to the
treatment area.
The manifold and supply line pipe must have back drainage to the pumping
chamber. The distribution pipes shall have their ends capped. Be sure
the rock and sand fill material are clean. The sod layer below the
entire mounded area must be turned over, just break up the sod, be sure
not to over work.
^e 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.
(Mercury floats are a good method).
All neighboring wells are located more than 100‘ away from the proposed
treatment area.
Cont'D
Soil ee^ Fercolsllee Tetlf
Si^flc Sytt9m D^igm
L0t7,Blockl
Painters Woods
With proper Installation and maintenance, this system should have no
problem in treating septic effluent effectively.
Recommend to pump the septic tank every year if there is only 1 tank
& every 2 yaars if there are 2 tanks.
Steven B. Schirmers
SBS/ds
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1
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW
Estimated gpd (see pages D-7 or 1-3,4,5)
or measured__— gpd.
B. SEPTIC TANK UQUID VOLUMES
a-/ooo gallons (seepages C-3or C-5)
1 *^5*0 ^ )>»ooo
C. SOILS (refer to site evaluation)
1 mmmm ________ 1
ssss,■iiiiiii •■
m
m
tw
m
i±.
2. Depdi of percolation tests
3. Pftroolationrate_£iIL
4. Land slope 3.
aa'Vo a u"' indies
R ) 1 inches • •IWM m ««M
mpi
mm
• «« NN «M
• «t «M» HM
MM MW
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rode
layer Ax 0.83*
gpdx0J3sQ.ft./gDd»jfa^sq.ft.-»>o*>o *
2. Select width of rock layer (10 feet or less) • lo ft.
3. Length of rock layer o area ♦width* •
sq. ft. ♦ 1 o ft. ■ ft. _____Rock Bed
E. ROCKVOLUME
1. Multiply rode area by rock depth to get cubic feet of rock;
CMH sq. ft. X ;.o^ ft. * cu. ft.
L Divide ca ft. by 27 cu. ft. /cu. yd. to get cubic yards;
cu.ft. ♦27«.ia-cu.yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
ao cu. yd. X 1.4ton/cu. yd. ■ 30 tons.
stoa
F. ADSORPTION WIDTH
1. Percolation rate in top 12 inches of soil is .£J_mpi
2. Select allowable soil loading rate from table on page E-16;
gpd/ft2
3. Calculate adsorption width ratio by dividing rode layer
loading rate of 1.20 gpd/ft2 by allowable soU loading rate;
1.20gpd/ft2^jJla«gpd/ft2- _.
Qutk tftts value on fnge E-16.
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
/o x
E-16
MMMM
MM MMM
V‘A«•
Hi.%
it b: £SJm «M•M KM (M•M U«Mt M»
•wtm•M
U*M>
DOWNSLOPE DIKE WIDTH
. If landslope is 3% or more, subtract rode layer width from
adsorption width to obtain minimum downslope dike toe
ft« to ft* ^ ft
t Calculate mound height at edge of rock layer on downslope
side;
a. Determine depth of dean sand fill at upslope edge of rode
layerS^porsfum /■ Q feet
b. Multiply rock layer width by landslope to determine drop
in Slope Difjfgrence
to x_3_%»ioo. ft
c Add depdi of dean sand depth of dean sand for
separation at downslope edge to depth of rode layer to
depth of soil badefiU to get mound height at downslope
edge of rode layer;
ft* /.Q ft-l- -S' ft* ftw
d. Enter table on page E-18 with landslope and o /^pe
dikeratio. Select dike multiplier of 4
e. Multiply dike multiplier by downslope mound height
to get downriope dike width: 3.3 x ft
g. Compare the values of step G.1 and Step G^f. Select the
greater of the two values as the downslope dike width;
»S" feet
h. Calculate upslope dike widdi using upslope mound
height and upslope dike multiplier from page E-18;
3.0 X 3-^9 - II ft
L Total »d width is the stun of upslope dike width plus
rodclayi^ width plus downslope dike width;
.11__iQ ft^ ft» JU ft____________
3. If landslope is Z9 percent or less, basal widdi includes both the
upslope and downslope dike widdis.
a. Calculate downslope dike width using steps G^a.
through G.24;____feet
b. Calculate upslope dike width using upslope mound
height and dike multiplier from Page E-18;
____X____ft-____ft
c. Add downslope dike width to upslope dike width to rock
layer width
____ft-f____ft+____ft-____ft
E-18
PWFfiSUllE PISTRlBUnON SYSTEM
1. Select number of perforated laterals S
2. Select perforation spacing ■ -3 ft.
3. Since perforations should not be placed closer than 1 ft. to
the edge of the rock layer (see p. E-14X subtract 2 ft. from the
rock layer length.
IbdtIqMrtanftfi -2ft. « LC. ft.
4. Determine the number of spaces between perforations.
Divide the length above by perforation spacing and round
down to nearest whole nxunber.
Length perf. spacing ft ft. spaces
5. Number of perforations is equal to one plus the number of
perforation spaces.
3JL spacesV 1» perforations/lateral
6. Multiply perforations per lateral by number of laterals to
get total number of perforations.
* perforations.iMnIt
E-17a
TAaLEOPlWOKATIONDPCHAimiKCI!t>
7, Determine required flow rate by multiplying
number of perforations by flow per perforation
(see page E -17)
^ x^-iL.gpm.
8. If laterals are connected to header pipe as shown on page E-
15, select minimum required lateral ^ameter from table on
page E-17; enter table i^th perforation spacing and number
of perforations per lateral. Select minimum diameter for
perforated lateral ■_____inches.
9. If perforated lateral system is attached to manifold pipe near
the center, as on page E-12, perforated lateral len^ and
number of perforations per lateral will be approximately one
half of that in step 8. Using these values, select minimum
diameter for perforated lateral from page E-17 as jJtiz—
inches.
Hmi PHfbrMlondUaMtvandiM)
Tits 1/4
^Xk 036 a74
13 039 OJO
2.0b 030 134
23 039 1.17
3.0 a9S 130
43 1.13 137
■ La -------IJS
•Um 13 fool ollMdifbr fvldi
bUM 10 fMt d h«d far odMT «lMWi
E-17b
ilSinch 13meh 2.0incli
23 14 IS 21
33 13 17 26
33 12 16 2S
4.0 11 IS 23
S3 10 14 22
E-15
E-12
PllMFSELl
K VMmimvamfavtdtri
1. MMmiimMBi9tidls600giIlaMp«rheara0gpin>teMy«lMidef
wiivuMfili*2. MKdmimfiinMiidfardittveyloadnpboxoffthontfyfttmisZTtX)
pdlow p« hour (45 gpnO to bufldmp of pit«art ta drop boK.
3. Ustvtiat tan dolg^ of praam dbcributfonaystOL
SnXCIZD PUMP CA9ACm jT J worn
EltrataidUhraBCibftworai pump and point of dladiorpn
ta _____
2. If pumping to • prawra dlatribobon ayaann, idd fitu fit far pimwira
fiquindttinniitfold »
iu Efitvtatfonloraliblt with and pipodlaoMr.
Rood tadon lora in ta par 100 ta tan page F-18.
y.L« U.Q ft./100ftofpipo
b. DaminatotdpipolwgifatanpBiwptodfacharge
potoiL Add2Spmnltopiptl«^iioratiing
loaOpOruMa fitting lora chart. Equhrataitpipc
tangdi • 1.25 ttmaa pipa length ■
e. CalailolotoliUtationlooabjfinttItfpiying
friction loaa in ft/100 a by equhrolant pipe length.
Total friction loraa M .0 t ♦100«—2L
Total hood reqnirad lathe sum of aktabon difference,
special tad raquiramBita, and total friction lose.
Mtb
L3ta LOta 3U)todi
iMfvioteWfw
10 0.69 OJO-
12 0.96 OJS
•14 IJt OJt
16 1.63 0.46
It 2.03 0.60
20 2.47 0.73 0.11
23 3.73 1.11 0.16
30 3.23
1J3 0.23
33 7.90 L06 OJO
40 iiun 164 0J9
43 14.73 12S 0.46
30 3.99 0J6
33 4.76 0.70
60 .
3.60 0J2
1
TOTAL HEAD
C. Paoip aeiectioB
1. Apumpmo«b«*itoe«dto<taHT«r»ttaMt.£l_gpiii (Step Ai wi* H l*Mt
aqr heto<tatilhMd<StepB).
D. Total PuBipent Volume1. To maxlmiia pump Ufa select sump size ^4 to 5 pump operations per day.
0^0 aaltonsperdoae
2. Calculate dninback
1. Detenita total pipe lengths iiiLta.
1 DaiaimintUquidrahimaofpipee_ijLgitaaper 100feat (srapagaF-18)
3. Multiply length by rahima: Diainbackquantlty-
LgQ ta« tV_tallona/100ft.«,i:^galtona.
•SuBitadfatobmkammlljr It 10 pwemt of pumped quantity. AIugwdieifilMck
protege will dtci^ pump itthnnkHdenqr ifightly butpumplngtn«gy amiara
usueltyaieiBttvelyimeapeRQfthetoiel houadieldMgyoDta.
3. Total pump out volume equals doaa volume ♦ dxainback
I gallfttwpgrdM^ aO _aaHons« Tc- J
OmMTB sewHt njma m «m oar
mmffm or «aioiNci'
t n m a
a 300 100 •om
a 400 too ato 1
««oo are so M•
•
TW 400 t»4
xsa ivg^c
T lOOO ~400 tro ee
EB•ItDO m 400
F-I8f
CiOamowlOOraM
1 4.49
7.77
.10.58
2 17.43
2J 24.87
3 38.4
4 66.1- 1
ij“x J
CERTIFICATION « 00627 Logs of Soil Borings
Location or Project Lot 1, Block 1, Painters Woods» Orono_ _ _ _ _ _
Borings made by s-p Testing. Inc. Steve Schlrmers Date 5-8-90
Classlfiction System: AASHO_ _ _; USDA^SCS X ? Unified_ _ _; Other__
, FlightAuger used (check two) : Hand X , or I'ower_or Bucket
Depth,Boring number i Depth,Boring number ^
in
feet Surface elevation 1004.3
in
feet Surface elevation 1004.0
•*a. -A ^
Topsoil dark brown
loam
0-1'
u —
Topsoil dark brown
0 - !■ loa"".'A "
Brown clay loam
1 -
Brown clay loam
1’ - 2' -MOTTLING
2,^1' - 2’2"-MOTTLING 2 -Rusty 2> . 2.4» broY8,Uilay
Gray brow^.^, _Rusty olive brown loam
Rusty gray brown clay loam 2'4" - 2’10"
3 2-1/2' - 3'2"3 -
4 -Rusty olive brown
loam
4 -
Rusty olive brown
loam
5 -5 -2'10" - 5'
HIT ROCK
3'2" - 6'6 -6 -•
7 -7 -
8 - ‘8 -
•
End of boring at feet.
Standing water table:
preseTit at_ _ _ _ _ feet of depth,
_ _ _ _ _ _ hours after boring.
Not present in hole_ _ _X
End of boring at_ _ _5* feet.
Standing water table:
present at_ _ _ _ _ feet of depth,
_ _ _ _ _ _ _ hours after boring.
Not present in hole_ _ _ _X .
Hottled soil:
Observed at feet of depth.
Not present in hole.
Comments:
Mottled soil:
Observed at 2^_ feet of depth.
Not present in hole.
Comments:
CERTIFICATION « 00627 Logs of Soil Borinas
Location or Project Lot 7. Block l. Painters Woods, Orono
L-iJ
Borings made by s*P Testing# Inc. Steve Schtrmera_ _ _ Date 5-8-90
Classifiction System: AASHO^J_; OSDA-SCSJC_j Unified_ _ _; Other_
Auger used < heck two); Hand X , or Power_ _j Plight , or Bucket
Depth#Bor. nq number ^Depth#4Boring numberin
feet Surface elevation 1003.3
in
feet Surface elevation 1Q03.9
• -1 ■ '
Topsoil very dark
brown loam
0 *
1 .
Topsoil dark brown
loam
0-1'
0 - 1‘8"Brown clay loam
I'lO"-
• 2>
MOTTLING^,g„ _ 2»1' - 2'-MOTTLING
Rusty 2* - 2'4"A •
Rusty olive gray
Rusty 2.4" - 2-10- 8fl?S”clay loam
3 -2' - 3'4"
4 -
Rusty gray brown
clay loam strong
2'10". - 4'4"
4 -
Rusty olive brown
loam
3'4" - 4’8"
5 -Rusty olive brown
loam 5 -Rusty olive brown
loam
6 - -r 4*4" - 6'4'8" - 6'
1
Q
•
7 -•7 -
\
. S 8 -\
•
* ^
End of boring at feet.End of boring at feet.
Standing water table:
present at_ _ _ _ feet of depth#
_ _ _ _ hours After boring.
Not present in hole ^_ _ _ _ _.
standing water table:
present at_ _ _ _ _ feet of depth#
_ _ _ _ _ _ hours after boring.
XNot present in hole
. /
Mottled soil:
Observed at lUO feet of depth.
Not present in hole.
Comments:
Mottled soil:
Observed at feet of depth.
Not present in hole.
Comments:
ij-XJ
.CERTIFICATION # 00627 Logs of Soil Borings
Location or Project block 1, Painters Woods, Orono_ _ _ _ _
Borings made by s-p Testing, Inc. Steve Schirmers Date
Classifiction System: AASHO_ _; USDA-SCS_X_; Unified_ _ _; Other^
Auger used (check two): Hand_X_, or Power_ _, Flight_ _or Bucket
Depth,Boring number 5 Depth,Boring number 6
in
feet Surface elevation 1Q09-4
in
feet Surface elevation 1008.4
n 0 -U “
Topsoil dark brown
0 - 10"
Topsoil dark brown
loam
1 -Brown clay loam 1 -0 - 1'2"
10" - 1'10"-MOTTLING Brown clay loam
2 -Rusty gray brown clay loam
I'lO" - 2’4"*2 -1*2" - 2'2"-M0TTLING
3 -Rusty olive brown 3 -
Rusty gray brown clay
2'2" — 3'2" lo^mloam
2.'4" - 3'10"Rusty olive brown
loam to sandy loam4 -4 -
Rusty olive brown
silty loam 3’2" - 4'8"
5 -3’10" - 5'C Rusty gray brown loam
to silty loam
4»8" - 5'8"
Rusty olive brown sandy
loam w/traces of silty
6 - '5 * — 6' loam 6 -
7 -7 -
•
8 -8 -
•
End of boring at feet.End of boring at feet.
Standing water table:
present at feet of depth,
_ _ _ _ _ _ hours after boring.
Not present in hole
Standing water table:
present at_ _ _ _ _ feet of depth#
_ _ _ _ _ _ hours after boring.
X
Mottled soil:
I'lO"Observed at_ _^f.eet of depth.
Not present in hole _ _ _ _ _.
Comments:
Not present in hole
Mottled soil:
Observed at 2'2"feet of depth.
Not present in hole^
Comments:
CERT.#00627
PERCOLATION TEST DATA SHEET
PfercolMion test readings made hy S-P Testing, Inc. 5-9-90 ___8;26
T«holeWoo^,^____1 ""Date hole was prep ared .
a.m. Tmr
5-8-90 .
Depth of hole bottom... ---------inches. Diameter of hole.Jnches
Soil data from test hole:
Depth, inches
0 - 12"
Soil texture
Topsoil dark brown loam
Method of scratching sidewalL Knife
Depth of gravel in bottom of hbic
Date and hour of initial water Tilling.
inches
5-8-90 10:00am
----- I , Depth of initial water filling.inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hn»r« Automatic siphon
Maximum water depth above hole bottom during test inches
Time
Time
interval,
minutes
Measurement,
inches
Drop in water
level, inches
Percolation
rate,
minutefper
inch
Remarks
8:15 prefill 6
8:26 8:41 n 1-9/16 9.6 15 min
8:54 9:09 fi II It n n
9:10 9:25 It n It It It
Pereolatioa rate 9.6 jninutes per inch.
CERT.#00627
PERCOLATION TEST DATA SHEET
Percolation test readings made by___S-P Testing^_
Lot7,Blk.1,Painters Woods
Test hole location_____________________________ Hole number.
-startingat_®!il » pTui.
2 — 5-8-90
______ Date hole was prepared _________
Depth of hole bottom.Jnches, Diameter of hole.Jnches
Soil data from test hole:
Depth, inches
0 - 12"
Soil texture
Topsoil dark brown loam
V. t
Method of scratching sidewall ___
Depth of gravel in bottom of hole.ififhM
5-8-90 10:00am 12
Date and hour of initial water filling___________ Depth of initial water filling_________inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours.Automatic siphon
Maximum water depth above hole bottom during test Jnches
Time
Time
interval.
minutes
Measurement,
inches
[>rop in water
level, inches
Percolation '
rate,
minutefper
inch
Remarks
8:15 prefill 6
8:27 8:42 n 4-3/4 3.2 15 min
8:53 9:08 n 4-9/16 3.3 n It
9:11 9:26 n 4-7/16 3.4
If ft
Percolatioii rate 3.3 linutes per inch.
♦i
CERT.#00627
PERCOLATION TEST DATA SHEET
Lot7,Blk.If Painters Woods
Test hole location-------------------------------------------- Hole numbet.
12 6 Depth of hole bottom--------------inches. Diameter of hole
Date hole was prepared.
5-8-90
Soil data from test hole:
Depth, inches
0 - 12"
Soil texture
Topsoil very dark brown loam
Method of scratching sidewall—
Depth of gravel in bottom of holcL jnches
5-8-90 10:00am
D^e and hour of initial water filling Depth of initial water filling.Jnches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours.
Automatic siphon
Maximum water depth above hole bottom during i inches.
Time
Time
interval.
minutes
Measurement.
inches
Drop in water
level, inches
Percolation
rate.
minutefper
inch
Remaika
8:15 prefill 6
8:28 8:43 If 3-5/16 4.5 15 min
8:52 9:07 It 3-1/4 4.6 II If
9:12 9:27 It 3-1/4 4.6 If II
1
Peroolaiioo rate •___lii___minutes per inch.
CERT.#00627
PERCOLATION TEST DATA SHEET
Pncolatiofi lest readings made by--S~P Teatlnq«—Inc..---------on -----starting at----
Teuhoie Painters Wood g„|,---------4 -----pwpMrd 5-8-90
DqMh of hole bottom _____inches. Diameter of hole ----§--------inches
Soil data from test hole:
Depth, inches texture
0-12" Topsoil brown loam ___________________________
—TTmti.'•
Method of scratching sidewall
Depth of gravel in bottom of hole.Jnches
5-8-90 10:00am 12
D^ and hour of initial water filling ---------------- Depth of initial water filling ---------------inches above hole bottom
Method used to maintain at least 1 2 inches of water depth in hole for at least 4 hours —Automatic siphon
_______________________________ Maximum water depth above hole bottom during test-------Jnches.
Time
Time
interval.
minutes
Measurement,
inches
Drop in water
level, inches
Percolation
rate.
minutefper
inch
Remariu
8:15 prefill 6
8:29 8:44 II 3-1/4 4.6 15 min
8:51 9:06 tf 3 o•inII H
9:13 9:28 n 2-7/8 5.2 It W
—
Peioolatkm rate ------ili-----minutes per inch.
CERT.#00627
PERCOLATION TEST DATA SHEET
Percolation test readings made by ..S-P-Testlnq* IIIC..--------on—5t3£\3 .Q-----starting at —8a.ll
Test hole livtiftn Lot? »Blk.l» Painters Woqfe,^ number____5 _____ Date hole was prcpared-5z£li£.
Depth of hole Kmtnm 12 inrhf»«- Diameter of hole___§______inches
Soil dau from test hole:
Depth, inches Soil texture
0 - 10" Topsoil dark brown loair
10" - 12'Brown clay loam
Method of scratching sidewall Knife
Depth of gravel in bottom of Itole.Jnches
Date and hour of initial water filling 5-8-90 gja ----12 -------bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours---Automatic sipho^-----
», Maximum water depth above hok ♦^ •’.om during test Jnches
Time
Time
interval,
minutes
Measurement,
inches
Drop in water
level, inches
Percolation
rate,
minutef per
inch
Remarks
8:15 prefill 6
8:31 8:46 n 1-11/16 8.9 15 min
8:49 9:04 i»1-5/8 9.2 n II
9:15 9:30 It 1-5/8 9.2 It n
Percolaiion rate ■■___Ijll,-----minutes per inch.
CERT.#00627
PERCOLATION TEST DATA SHEET
Percolation test readings made hy S-P Testing# Inc. nn 5~9~90 ^fatting »t 8; 3 2
holeLot7,Blk.l,Painters Woo ^j.D..eholewu
> p.m.;
Depth of hole bottom.
Soil diu from test hole:
Depth, inches
0 - 12"
Jnches. Diameter of hole.Jnches
Soil texture
Topsoil dark brown loam
Method of scratching sidewall Knife
Depth of gravel in bottom of Role.Jnches
Date and hour of initial water niling_5-8-90 initial water niling.Jnches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hnur< Automatic siphon
Maximum water depth above hole bottom during test Jnches.
Time
Time
interval,
minutes
Measurement.
inches
Drop in water
level, inches
Percolation
rate,
PT rutefper
inch
Remarks
8:15 prefill 6
8:32 8:47 fl 5-3/4 2.6 15 min
8:48 9:03 n 5-1/2 2.7 n M
9:16 9:31
n 5-3/16 2.9 H n
Percolatioo rate ■___il2_minutes per inch.
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(jouias^^URES
1. Impeller
2. Casing
3. Mechanical 7
Seal
4. Shaft
5. Motor
6. Bearings —
Upper &
Lower
Power Cable
if^WEDStail
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Submersible
Effluent
Pumps
MODEL m
3885
PERFORMANCE RATINGS m gallons per minute^
-
-vr.
m
WE05DH
fwEflSTZH
\
WE0712H WEI0I2H WE1S12H
WE061IHH
WEOStZHH
WEfOIIL WE03I1M WE0S32H WE0732H WEID32H WEI532H WE0S32HH
WE831ZL WEB3I2M WE0534H WE0734H WEI034H WEIS34H WE0634HH
- V...V.V..)Vfi W
1750 1750 3500 3500 3500 3500 3500
100 .. 70 80 90 106 114 60
J.W... tt ..76.. 87.102 111 55
. 57 .71 ... 63 96 108 52
,36.45 65 .. 78 94 104 48
.. 26 -a... 73 89 100 42
WE 67 84 96 39
,40 61 79 91 34
.rXr'.26 52 72 86 30
11.10 43 64 79 23
I.L'W 30 5»72 18
17 42 63 12
. • :1 6 28_53 .. 3-
^M.l «ip*. 16 4)-, —•
. ».-5..26.
•i
ad..«<NAaV *4 4 _ 14
•...
1 9 .. _
.iiS:
•r 1 • -Tr .
...• S> -.ww*
—^•VveW -••—
__.r«*.
WE)SI»H
WEISEHH’i—
WE1534HH
ivn ■' ' .
73 .
'.'ihk
77
68
72
63
66
58
60
52
54
45
47
37
40
33
24
15
4
S
DIMENSIONS
(AJI dimertsjona In inches)
(Do not use lor comtniction purposes.)
12)6--
^EFFCuifff EJECTOR SYSTEM^SI
5%-—-1 ,
* EWuent eleetof synem offers
»«Me o( oRMnng end inettlie*
Zi tton. A single ordering number
^apecHies a complete sysuim
^deeigned lor most reetdemisl
^ and oommeroel sump and .
; eftlusnl pump applicabona.
■— r'7;T.r^~
<M=^
Package Includes:
Submersible EWIuent Pump.
WE0311L12L or WE0311M, 12M.
WED511HH. 12HH
Mercury Level Control Switch
A2-6I115V). A2-€ (230 V)
Basm A7-1601S
Basin Cover A6-1622
Cnack Valve A&-2P
Oroer No : SWE0311L. SWE0312L
SWE0311M, SWE0312M,
SWE0511MH. SWE0512HH
8’/4-
-2" NPT
W
SBECA FAiiS NEW'
-KICK-BACK j
D* V,. 'A. 3i and 1 HP = 15" except for model WE0712H & WE1012H = IB";
1 Vj HP = 18 Avaliabte CertMicatiooa. (|H ‘ Standards Assoaatkm
Pennsylvania Bureau of Mines for non-face appiicatons — BOTE 91
SPECIFICATIONS ABE SUBJECT TO CHANGE WITHOUT NOTICE PPIN'TED IN U S A
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A. D«lBmtaip««P«P«l*r ,1. Mintamim wiggiinwito WO grilom pg hour (10 gpw) to my MiMd Of
ivaMritttnio. __2. MMdmumigggiiirtferdotNwytPodropboKolalMmoiyfiBiiiiZTOO
giUIont pv hour (43 gpm) to prvfM bnfld-vp of propno in drop box.
3. UiovalutfctwtdaiigwolpwMiiiidlatribotkmiyitBn.
SHECTED pump gAyAarv jT J «om
B.
1.
1
3.
TTf Mmmm
Btvoitan dllferBM botirm p«m nd potail of dlsetett.
If pimiping to • piMBt dialrflmiion syslcBv add flue fift for praam
rtquifcdatinanifeld _.
^ it
Prtedor.loM
MaofDlieliai
i“y‘>o
MIb
a. EntwWctkm loot tabta with gpm and pIpodtamatBr.
Baad Medofi 100 in feit par 100 feat fhmi pagi P-18.
P.U ■ JiiL-fb/lOO ft of pipa
b. Datannina total plpalntigth from pump to dbcharga
point Add2Sptranttopipalan^f6rflning
100, or uaa a fitting loM chart EquMant pipa
lan^ • 1J5 tiin0 pipa length ■
.1 «L3&» / L. 9 feat
c Caloila0tottlfHcthmlo0 by multiplying
fticdon lO0 in ft/100 ft by aqnhmlent pipe langth.
Total friction lo0 ■ M ^ 0 x i l, q ♦100 - n fact
Total hand raquiiad is the sum of aiaration dlffarencc,
•pedal head laquliamenta, and total friction IO0.
wm
L9_lMii 2.0 tank 3.0 bish
iMV«issr ilfip*
10 0.0 0.20-
12 0.96 0.2a
•14 ija OJf
16 1.63 0.0
It 2.03 0.0
20 t47 0.73 0.11
29 3.73 1.11 0.16
30 9J3 1.99 0.23
39 7.90 106 0.30
40 11.07 10 0J9
49 14.73 3.28 0.0
90 3.99 0J8
99 4.76 0.70
0 •
9.0 0A2
- -1
TOTAL HEAD
C Pump Mieclion
1. Apumpmuitbasaiaciedtodalhraritlaartj£jL_gpm (Slap A) with at least
feet of total head (Step B). ,
D. Total Pumpout Volume1. To maxiiitiaa pump life select sump die ^ 4 to 5 pump oparadora par day.
oro gpd-».4« I -callonsDerdom
2. Calculamdiainback
1. Datermd- Ml pipe length, ij2;£. feet
1 Detarminauquidvolumeofpipa._IiLBiUonsparlOOfaet (sea page F-18)
3. Multiply length by uohime: Drainbackquantity-
feetX iisL«Wons/100 ft - J^gallons.
• Suagiad drainback quantity is 10 pveam of pumpad quantity. A largv drainhack
pwtantagtwiUdaeiumo pump station afildaneyillfhtiy but pumping anwgy costs aro
usually a relatively smaU pan of tha total household energy costs.
OntMTID %rmm njBma m eMiens sm oar
or NoiaeNcC*
1 n BZ ts
a see m lee sea
s 4eo see ate 4»
4 «oo sre ase lA■TOO 4«a f*4 nesL•ooe MS sss Tx.
T loeo -tee sre
eJ^MiaISDOsrs«ee
3. Total pump out volume eqtv.*; dose volume ^ drainback
} gellona per doM -» 3 H __ gallons ■ ^ ^ ^Total Gallons
F.lSfl
Hm aiiMordnmMl OsllanssarimfMi
1 T.39^
1.25 7.77
>1^10.58
2 17.43
2J 24.87
3 38.4
4 66.1' 1
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