HomeMy WebLinkAbout002-1064-30-000
0(A O n to O m v n 7
O d f O O O
T n -6, 4t
-0 m 'o m m
3 3 K
O
0 PQ CO r) (D
C) l< CD VT 3 w 60
O O ID N O O N j O~ (n CC
0 s ° ❑ 1
N N N Q. N to S N O W A r~
`
O O O 3 O O O
O (O 0 NO En n p W W tL O
v 3 O O ti O N °O
a ~ v=i uNi a I ° ~ V
m ° trl
a d m W d CD
CD A IN a a N 1.0 CD
CD w a a m
N m
j N-p KA o 0)
W b
N N 3 O \ CD c5 C5 N
Cb 00
CD 0 CD 0 (o (o
O C
W CD -4 -4
41
C O =r
a
a O O O ~D O O O m~
C/) T 00
N N CA 3 N N N o ;i
a 0 0 cn ~o Q x 0 0 0 0
m m (D m fD m a m
o d a° o d a N
CD CD 00 (D m = A (D
ry
cri
N
z z of O
D D o z D o °D
c j
a T a tr .
ro CA ro ryN~
CD N CD
S
C 0) C 3
(D A CD A -I N
3
cn N Z (D
hn C ' ~ C A n
v v p z O
c O
CD
N N
C
<
co
W CD W N 0)
CL , a , z
0 3 0 3 a m
O c U) rn
I N A I N~
CD D A
Co
W 0
o CO3 Qv as ID 3 v m o 0 Nm Qa~C/) D 3
CD CD O CD a -O a) CD c =r a. m
s~CD CC 0 x('Do a _°_.0 3 C ov ° 0-oo
- -
0 °
0 ~ cn Fr _
o 3 (D
CD a0 ~ET 0
~ 0 -~o - o
°~°~o l0 ^ o cn o
CD CD Ao ~ C T
no ~CD3 I ED °~ca~jOJo:3 3
m =z Q m z a m a
0 N CD C CD IO x C/) 7 ~ CD ~ ti ,Q O
CD O a (D N :D CD a O < CD S S (D CD
A U O O CD 2 CD rn O N N ti a w N
CD 0 0 (D
N D (D N N to
vi. - O = 3 3 CU
to 0 O 7 I
! (n A a O 7 d1 CD A CO CD N CD a Cn 0 O
`2 W j W ?C. W N N 3 Q CS
N 0 0 CD W :E ~l
W .N•. j m p E• (D'
'1'1 j N fD ~ ^o.oD C g0-Mco coca a o a..o
o° ~o0 7 ~o' f~ M
Z aa(D 7 c _.CD N A
~os 00 cCD om
C!> CD o o a. o ° c ,'P
C = N S ] CD O O L ICI G~
3 A
0 K,
c 3
o
Loa 300 7roa
a
o o 0
0 0 +
o
o < 7
N
69 0 EA ! r p~
0
O
CL (D
r!~7 '71
w z~v y
BENCHMARK • , -
ALTERNATE BM:
SEPTIC TANK / PUMP CUMBER / HOLDING TANK INFORMATION
Manufacturer: 1 '40"e- r7 Liquid Capacity: / Ooo . 6.rp
Setback from: Well House Other
Pump: Manufacturer- Z d Y'-ce L.,X
Model#j3 Size
Float seperat on
Gallons/cycle: ? O
Alarm Locatio _ Baps, hen
SOIL ABSORPTION SYSTEM
Width: ~ 0 ~ Length / p ~ Number of trenches p h S
Distance &.Direction to nearest prop, line;X
Setback from: ell-:
House other - -
i
ELEVATIONS
-7-
Building Sewer 6
ST Inlet- 2 d d- outlet:
PC inlet PC bottom Pump Off
Header/Manifol - . 70 Bottom of system .,T. 413
Existing Grade O S Final grade S~$
DATE OF INSTALLATION: ~''7
F#b~~ A R h c
19 X
PLUMBER ON JOB: S J►7:'t~k p
G a
LICENSE NUMBER:-'
INSPECTOR: ~j
3/93:jt
ingsDivision imor II WIY Ktf VKI "1 • `'""y"
RA►L INFORMATION (ATTACH TO PERMIT) Sanitary 299039 .
ermit t Holder's Name: ❑ City ❑ Vi lage Town o : State Plan ID No.:
►LBRIGHTON, DAVID BALDWIN
CST BM E ev.: , Insp. BM Elev.: BM Description: Parcel Tax No.:
D~ CCU ~Gd Q 002-1,b6,4-30-000
TANK INFORMATION ELEVATION DATA A97 03 6 - ;
TYPE MANUFACTURER CAPACITY STATION BS HI FS
Septic S n~ a 5 G~~ Benchmark ,2.60 a-7-0 7, G1J~ /G'7J, cL
Dosing ~ ~ Yl L~.1~i ill' S~J c 3 ,e~rrv, • c2
Aer Bldg. Sewer
Holding _ St/ Inlet
T K SETBACK INFORMATION St/ I Outlet
TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet
Air Intake
Septic NA Dt Bottom
Dosing NA i}F / Man.
Aeration NA
I Dist. Pipe
0 t n?, 2 /
Holdin Bot. System 1 v%
l
PUMP/ Sd INFORMATION Final Grade
Manufacturer -2 r Demand 're
Model Number ~ GPM
1:17 13
TDH Lift Friction Systema Sv TDH Ft
Head ,
Forcemain Length Dia. Dist. To well
i.
SOIL ABSORPTION SYSTEM
BED/TRENCH Width r Length , No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS DIM 1
SYSTEM TO P/L BLDG WELL LAKE/STREAM LEA -"G anuacturer:
SETBACK CHAMRfE
INFORMATION Type O OR U T a Number:
System:
DISTRIBUTION SYSTEM
Header / Manifold I Distribution Pipe(s) x Hole Size I x Hole Spacing ( Vent To Air Intake
Length Dia. Length Dia. Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over I xx Depth Of xx Seeded/ Sodded xx Mulched
Bed/Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.)
CATION: BALDWIN 26.29.16.393,NW,SW 733 250TH STR ET
) (,fir "lp
-Plan a ision req Q? ❑ es ❑ No
Use other side for additional information.
SBD-6710 (R 05/91) Date Inspector's Signature Cert. No.
_ P
997--40990 Page of 6
MOUND SYSTEM RECEIVED
3 FOR AUG 1 8 1997 .
A BEDROOM RESIDENCE
SAFETY & BLDGS. DIV.
LOCATED IN THE N"31/4 OF THE 'sw 1/4 OF SECTION Z6 , T Zq N, R 110 W,
TOWN OF eQsLpWtN S'r. CIX COUNTY, WISCONSIN.
INDEX
PA GE f 'of 6 TITLE SHEET
PAGE 2 of 6 PLOT PLAN
PAGE 3 of 6 PLAN VIEW-CROSS SECTION:
PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT
PAGE 5 of 6 PUMPING CHAMBER '
PA GE 6 of 6 PUMP PERFORMANCE CURVE
PREPARED FOR 0. S
u~ty
OVCD Rt.]o ~Lf~~1J~ A l @R1G FT~9N Condw°
233 Z.SO -Tw Sr. ?jp%)v'E0
WoopvV~- 'w l 5402-$ Of ivo
p►~~ a
o~
~~cs
s~
PREPARED BY
WEC-sERER :E3 C3 3E L TEST I p4 C-3
AND .
7aES z Cht S~RV I GE ~~SCCN
F.U. BUT 74 421 K. KAIR ST_
AR MIM 4
RIV9. FAILS. V1 54022 OD"
715-425-0165 KLSWOWK
d~SIG~~4
~q 1`la-1
(aN
JOB NO. al - 2.3
Page 3 'Of (0
Approved Synthetic Covering
1~sTN► c 33 Distribution Pipe
Medium Sand _
Topsoil H
F Elev. 03.5
3 E "
b
S ))z % Slope
(Force Main Plowed
Trench of k"-2k" From Pump Layer
Aggregate
Undisturbed D Z • O Ft.
Soil E 2 • Zoo Ft.
Cross Section Of A Mound System Using F 0A Ft.
1 Trench For The Absorption Area G Ft.
A S Ft. H I- S Ft.
6 IS Ft.
I VS Ft.
Linear Loading Rate= 6.o GPD/LN FT d 10 Ft.
Design Loading Rate= o. 3 GPD/SQ FT
K 1 t_ Ft.
L 103 Ft.
Alter-Rate Ro-sitien W 10 Ft.
L
J Force
B K Main
W , , . ~~aost
Distribution Trench Of 2 - 2 2 ~~O
Pipe Aggregate
f
Observation Permanent-/
Markers
pipes
(anchor securely)
Mound Using I Trench For Absorption Area
Page. of
Perforated Pipe Detail
0
J"~
End View ,
)Perforated
End Cop.) PVC Pipe -
1 _ ~o~~c Doti
Install permanent-marker
at end of each lateral
Holes Located On Bottom,
Are EgaoUy Spaced
Q End Cop
P f-4
PVC Force Main
4
Distnoution
Pipe
Lost Hole Should Be
Next To End Cop
Distribution Pipe Layout
P 3y. S Ft.
X 116. Inches
Y 3b Inches
Hole Diameter Inch
Lateral 1?cy Inch(es)
Manifold Inches
Force Main Z Inches
# of holes/pipe \Z
Invert Elevation of Laterals %q-t Ft.
VZk l• ll NMX Z.. 2.$0 G"
Place 1st hole from tee with succeeding holes at '21V intervals..
Last hole to be next to the end cap.
Combination Sep-tAc;_Tank and
C7
PU~'1P CHAMBER CROSS SECTIOIJ;ARID SPECIFICATIOLIS ' PAGE S OF
-VEIJT CAP WEATHER PROOF
ju1JCTIOLI box
4'C.I. VENT PIPC s APPROVED LOCKIMG
~:.10' FROM DOOR. MAIJHOLE COVER t -31V
~ wAttrJIIJG L.P.gEI...
W11JOOW OR FRESH
ALR IUTAKE- T a0$JDU1T
s (
1J
61 MR-tL . ZS- _i.
I 'i' MIIJ.
~v . g$ 5 f 16 F'iw' K'tLA I
18' MI IJ.
18~1'IIIJ. ~ ~ ~ -H-tZ3
lh
y~INS~t'IOfJ PIPC PROVIDE I -
UJLE T AIRTIGHT SEAL I III V
I III
8~,`~S I I I APPROVED JOIIJT:
APPROVED JOINT A I III W/C.I. PIPE1;RP'c
W/C.I. PIPEaR Tank construction ALARM
shall comply with I II
ILMa (83.15 and 83.20 o I I
I 1 oIJ
C 1 I
LLEY FT. PUMP-~ __J
OFF
D CoucRETE
BLOCK
9 C3 10 [2
3" APPRflvFD
RISER EXIT PERMITTED OULU IF TAIJK MAIJUFACTURE.R HAS SUCH APPROVAL BEDOIN4
SEPTIC SPECIFICATIDKIS
f
DOSuK MANUFACTURER: ~,QM-Tm ~ZST NUMBER OF DOSES:-3 PER DAB
TANK SIZE: 1l,0Q, 6S0 GALLOAIS DOSE VOLUME l
GALLOWS
f1.Ct_UDtA5 6AGKflOW:
ALARM MAIJUFACTUKI`R:
3tiJ6
CALLOUS
MODEL NUMBER= lb~ ~~lN CAPACITIES: A= 18 JUCHES OIL
SWITCH TYPE: Y-1 V 8 = Z II.ICHES`OR G( LLOUS
PUMP MALUUFACTURER: 7AtTtl C- WCHES OR 11~ GALLOIJS
MODEL NUMBER: 31 D- 8 IMCHES OR 13 b GALLONS
'v%1fv . b"Lb
SWITCH TYPE: rim CuRY MOTE: PUMP AIJD ALARM ARE To 6E
MILIIMUM DISCHARGE RATE 2-a-V,6 GPM INSTALLED OW SEPARATE CIRCUITS
VERTICAL. DIFFERENCE DETWEEIJ PUMP OFF AUD-DISTRIBUTIOU PIPE.. Y3•3-S FEET
+ MINIMUM NETWORK SUPPLY PRESSURE . . 2.5 a FEET
Z'15 FEET OF FORCE MAIN X ,'`'1 F 00fCFRICT101.1 FACTOR-. 'W' FEET
TOTAL 091JAMIC. HEAD = q•Zq FEET
DIAMETER
Pump chamber
IUTEKLIAI- DIIALWSMIJI OF TA►JK: LELICYTH ;WIDTH ;LIQUID DEPTH
BOTTOM AREA - 231= - GAL/INCH
AS PER MANUFACTURER = 1-7) GAL/INCH
6
'4 13/16 Imo- i 7/76 ?IT6 ("S a or ~
HEAD CAPACITY CURVE MODELS 1371139 L_ 6 1/8
MODELS 137/139 Ft. Meters Gal. Ltrs. G
e 5 1.52 93 352 4 13/16
f 10 3.05 79 299
° 15 4.57 64 242
6 9 20 6.10 36 136
0 1 1/2- - 11 1/2 NPT
< 25 7.62 8 30
` 15- 137,139 30 9.14
- -
0 10 Lock Valve: 26 it
t
Z13 0%
2--
5-
13
0
L
U.S. GALLONS 10 20 30 4 50 60 70 80 90 100 110
LITERS ao 160 240 320 400 1 I 4
0 FLOW PER MINUTE SK373
009927
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• Three phase pumps are available in 2001208V, 230V or 460V. • Variable level control switches are available for controlling single and three
• Electrical alternators, for duplex systems, are available and supplied with phase systems.
an alarm. • Double piggyback variable level float switches are available for variable
• Mechanical alternators, for duplex systems, are available with or without level long cycle controls.
alarm switches. • Over 130•F. (540C.) special quotation required.
• Combination starters are available for 3 phase pumps. • Refer to FMO806 for 200° F. applications.
• Control alarm systems are available for 1 phase pumps.
137 Series - 47 lbs. 139 Series - 51 lbs. SELECTION GUIDE
Single Seat Control Selection Listin s 1. Integral float operated 2 pole mechanical switch, no external control required.
Model Volts-Ph Mode Amps Simplex Duplex CSA UL
M1371139 115 1 Auto 10.7 1 or 1 & 8 - Y y 2. Single piggyback variable level float switch or double piggyback variable level
N137A39 115 1 Non 10.7 2 or 2 & 7 3 or 5 & 6 Y Y float switch. Refer to FMO447.
BN137 115 1 Auto 10.7 Y Y 3. Mechanical altemator M-Pak 10-0072 or 10-0075. Refer to FMO495
D1371139 230 1 Auto 5.8 1 or 1 & 8 Y Y
E137/139 230 1 Non 5.8 2 or 2 & 7 3or5&6 Y Y 4. Combination Starter. Refer to FM0514.
H1371139 200.208 1 Auto 62 1&8 Y N 5. See FM0712 for correct model of Electrical Alternator E-Pak.
1137/139 200-208 1 Nan 62 2&7 3 or 5 & 6 Y N 6. Variable level control switch 10-0225 used as a control activator, specify duplex
J137/139 2011.206 3 Non 2.6 2 & 4 3&4 or 5&6 Y Y
F137/139 230 3 Non 2.6 2&4 3&4 or 5&6 Y Y (3) or (4) float system.
G137 460 3 Non 1.4 2&4 3&4 or 5&6 N N 7. Four(4)holeJ-Pak,junctionbox,forwatertightconnection forhardwiredsimplex
G139 460 3 Nan 1.4 2&4 3&4 or 5&6 N N operation, 10-M2.
. No molded plug '-Single piggyback switch included 8. Two (2) hole J-Pak, for Watertight hardwired Pconnection or splice, 10-0003.
Pumps rnusl be operated in Wright position.
CAUTION
Three phase units require a control switch to operate an external magnetic or combination starter All installation of controls, protection devices and wiring should be done
by
For intonration on additional Zoeller products refer to catalog on combination starter, FMO514; a qualified licensed electrician. All electrical and safety codes should be
Piggyback Variable Level Float Switches, FMO477:Electrical Alternator, FM0486;Mechanical Altema- followed including the most recent National Electric Code (NEC) and the
lo, FMO495; Alarm Package, FMO732; and Sump/Sewage Basins, FMO487. Occupational Safety and Health Act (OSHA).
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
MAIL T0: P.O. BOX 16347
Louisvk KY 40256.0347 Manuracturersol..
SHIP TO. 3649 Cane Run Road
Zl~
LouBvh, Kr 40211-1961 Q~uurr Put.PS SAIME /999r
PUMP !O. (07782731.1(800)926-PUMP
FAX(502)774,624
VVsdonsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page \ of 3
Labor and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
s-t. c LX
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BN% direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road. O 0 7- - [W- 3 O
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
N►.~p EU4,,Vl>ut= PA-%V46tVrS0N - -lei t,3\4 1/4 SW1/4,SZ6 T Z I N,R 16 E(oQ
PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK# SUBD. NAME OR CSM #
33 Z.SO 7-r} 's-r. - -
CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE MOWN NEAREST ROAD
wooOV~~`~ tiJI sg6ll' (1I5) (.0j8-ZS013 BPc~-Owls Zso'm ST-
New Construction Use [A Residential / Number of bedrooms 3 [ . ] Additi.gn to existing building
j~ Replacement Public or commercial describe
Code derived daily flow yS0 gpd Recommended design loading rate - bed, gpd$ • 3 trench, gpd/ft2
Absorption area required 4 S bed, ft2 3_15 trench, ft2 Maiomum design loading rate - S bed, gpd/ft2 - trench, gpd/ft2
Recommended infiltration surface elevation(s) O 3. 5 It (as referred to site plan benchmark)
Additional design / site considerations tIO Utvp W/ 5 Y-'1 S' y~e4. rvlt tV . Z' o 1` Sft&-tb 1= t L-~_
Parent material l o~ 3 ovCm V X Flood plain elevation, if applicable N. N, It
S = Suitable for system coNVENnONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ❑ S ®U ®'S ❑ U ❑ S [RU ❑ S ®U ❑ S ® U ❑ S l~ U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed rends
~xk o- 10`•18 313 Sil Z'~Sblr~ wt`c1r a-S ZvF -S
•4u• - t~
►0`-iR 31` Z`FSbk ~~j_ cS 1v~ -5 L
Ground 3 zt -(40 -)-S VP- B / y ~ s j s/8 S I 010% >n• T~- - • 3 y
elev.
98.0 It
-
Depth to
limiting
factor Remarks:
Boring #
Cs-% 1 `l\Z313 sir Z`Fg~l~ W1 iv a-S Zv t S
w
? Z 8- ~3 tso~1~ y1 ~ s i l Z'Fsb~ wt'F~ cs l v~ • s . 6
3 ti3-3$ l.S`iR 3Jy SbR S~$ SI 1►1'Ft. - •3•f
Ground
elev.
9 8-oft.
Depth to
limiting .
factor
-t11 1--t-
i I -T-1
Remarks:
CST Name:-Please Print Phone
Arthur L. We erer 715-425-0165
egerer Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022
Signature: Date: ~.7 OsTNumM005 76
PLOT PLAN Page 3 of 3
SCALE 1"= y Ci
'
oQ.ivEwli~{ .
~~O ~3 ooz,_ ~ob4_30
S'1 ~-B ~L~G t1-TS oN
r► `
SA.
3 8~1~ 1}ousF.
i
dh Zoo' f ° I
NqZ ~p s e fi~ - - ~r I g~'1 - C' • Vuo.u' COO o~lt W r Sly S .
S~P's1e 'ILL X
N
O
ql
N
L RwN 4 O Q qe
,
vtl ' _
~ zs'
k
%Zx\sT„u G I
~N1S F~ti~p, ' Pn
`N~`C1>< S uR F-PcC 0
a\SCI~r~CtG~ r a,~
I I
I
,I
I
hJOT C4w~P'ft~-T --~Ir w
oR D~SluRO 'r1t-tS '
I L_--Z S 30•
Q.z
C.p~~ovR, t?t,~.101•SB orfowt u~ e.H
t`t,ev. .s'
T1-l-I
(715 ) 4 .5-n1 65 M00576
CST Signature Date Signed Telephone No. CST #
ro ro (n :E: -4 :k
H (D (D H• O W t-4
0 b n rt o W bd
• • I--' (D
o (OD rt a p o x
N (D O K (D
0 (D p
r~ of En cn
o (n E rt
M 1 • • H 1•i
.A N (D 0
1 ;3 ko Ln (D a
W O ko $P rt C
C) G o U1 o H•
W a N Q+
Q+ ko ~l 00
(D
l0 a
%O (3' N
v C O Z 41-
(D `
C4 (n
O
(D a rn ~I
cn
rt Q'
a (D
w
H-
0
N
Z
~Z
i
/a STATE BAR OF WISCONSIN FORM 1 - 1982
f
WARRANTY DEED '
' p 1 ~ r.
DOCUMENT NO. VOL 1'?~~ PACE`S L:..
R'S OFFICE
FG
WI
This Deed, made between David E. Albrightson and Ofor IIXp;
Elaine L. Albrightson, husband a_nd_wife,
OCT 0 3 1997
Grantor,
and Thomas L. Olson and Sandra J Olson, :15 PM
k us~
husband and wife, - a. slow o.•a
a ,'7
Grantee, i;
Witnesseth, That the said Grantor, for a valuable consideration
St , frroiX THIS SPACE RESER~-) FDA RECORDING DATA ~
conveys to Grantee the following described real estate in NAME AND RETURN ADDRESS
County, State of Wisconsin; 3
G
N 1/2 SW 1/4,
N 3/5 SW 1/4 SW 1/4, .a
Sec. 26-T29N-R16W.
St. Croix County, Wisconsin. J';
PARCEL IDENTIFICATION NUMBER
11' ER
%
This nomestead property
i S
Together with all and singular the hereditaments and apPur[enances thereunto belonging;
And David E Albrightson and Elaine L. Albrightson, husband and wife,,i ss_,
warrants that the title is good, indefeasible in fee simple and free and clear of encum if L anyept easements,
restrictions and rights-of-way of record, „2,.
and will warrant and defend the same.
Q I ,19 7 -z
aced
(SEAL)
David E. Al br' t_son Elaine L. Albr' ht~ n ,qg
(SEAL) (SEAL)'
`f
AUTHENTICATION ACKNOWLEDGMENT L7 1 '
h.~ py
State of Wisconsin,
Signature(s) David F Albrigh son and ss. ;