HomeMy WebLinkAbout042-1095-70-000
n y O v n
d 1
O c m o
m
mm CD v
n c ^
o
0 3 _ ~
1-4
~ c H •'•I A7
G~ e
b ~1 ZTJ o o ° a N X.
0 •
m o m (.0
c>' G~ O E 2: :1 N ~o
O
Z m m w °
oo --1 cn
m cn
H 7 A~
a n W o
n A C 7 N O 'I ~ O O
a m lV
(n z _
tD
N CD
}Q _ m
`V O lot
N C (1
o r- N
Z K 1i
fV O C
IV O A v ic v Ni
N
v v D fl: !r•
OOOCD
N
\ ti cn cn CD
cr CD
m
R. 'O (A go
o
CD m
-1 Z ~ I . o- a ~l
o
n > D D
U) Ln
CD 0
(O '.`y ~ d W MA
CD V
CD a z C
- ~a w
C A z 7
W
co 'U ~ CNp A
c. CD i z
I o A
o z
o ~
°0 CL 0- >
o ?o cn F. 77 :3
° DSO ° a
N O m
cflS~g0 m
J W Cn
cR mama j
° m <
c c
m
am m
OT :01- -01 1
U) 0
( Co 5m
m
$ N
y N ,2 O O
w O Q a
CD ' A
O N
~ b0
m
m c+,,
Efl O N
O
O (D p b
(Z) CL
?
Parcel 042-1095-70-000 07/31/2006 12:27 PM
PAGE IOF1
Alt. Parcel M 34.29.18.529B 042 - TOWN OF WARREN
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
STATE OF WISCONSIN O - STATE OF WISCONSIN
X
MADISON WI 53707
Districts: SC = School SP = Special Property Address(es); _ -*=Primary
Type Dist # Description-~
SC 2422 ST CROIX CENTRAL
SP 1700 WITC
Legal Description: Acres: 10.000 Plat: N/A-NOT AVAILABLE
SEC 34 T29N R1 8W 10A PRT W 1/2 NW NW HWY Block/Condo Bldg:
EXEMPT
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
34-29N-18W
Notes: Parcel History:
Date Doc # Vol/Page Type
2006 SUMMARY Bill M Fair Market Value: Assessed with:
0
Valuations: Last Changed: 03/11/1987
Description Class Acres Land Improve Total State Reason
STATE X2 10.000 0 0 0 NO
Totals for 2006:
General Property 0.000 0 0 0
Woodland 0.000 0 0
Totals for 2005:
General Property 0.000 0 0 0
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
Parcel 042-1095-60-000 07/31/2006 12:28 PM
PAGE 1 OF 1
Alt. Parcel M 34.29.18.529A 042 - TOWN OF WARREN
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
11/03/2004 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
ANNEXED SONNENTAG FAMILY LTD PARTNERSHIP O - SONNENTAG FAMILY LTD PARTNERSHIP, ANNEXED
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description
SC 2422 ST CROIX CENTRAL
SP 1700 WITC
Legal Description: Acres: 20.000 Plat: N/A-NOT AVAILABLE
SEC 34 T29N R18W 20A E 1/2 NW NW ANNEXED Block/Condo Bldg:
('04) NKA 176-1075-02 (595)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
34-29N-18W NW NW
Notes: Parcel History:
Date Doc # Vol/Page Type
11/03/2004 778856 2688/461 AMENDANEX
08/30/2004 772963 2646/001 ANNEX
07/23/1997 1158/54 WD
2006 SUMMARY Bill M Fair Market Value: Assessed with:
0
Valuations: Last Changed: 04/15/2005
Description Class Acres Land Improve Total State Reason
Totals for 2006:
General Property 0.000 0 0 0
Woodland 0.000 0 0
Totals for 2005:
General Property 0.000 0 0 0
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
I
PRO:' INDJ=X SHEET
S aT,E E y/s+lt. E A1 O WOE R : Rf ilml tS,C~E°PG-
a ad a ~i'ss,Q G NNW Co.
~y (05, RobEprs, U)Ier
~ S 1(7- A1 SITE NIA 6ME : RISOERC, L-OOM&E
+ REes7At), A,'o7
//w
% Sec . 3~ T'.z 9~
a-y, L t ;f
o
C'o SC' s ,u
it
Will
NEW SrPUC7710N a/:' , rOM13INA7-/a/J L4U~~~E"- 7,guRAN7
;
es rd, up
T4AlT will SCAT-
-/0ti7 RoN ti k) 4C
7`0 ?~,~✓E the
14 IS
Pi
EN A
L
y
16KRC 04(-14 7 /0,() PA 7r f- C, -A 4 0AD
A.7:5 'i°C 1 1JA
~1-4A T ,rte r L)ESCRIP, r1
NEV) s7 Ur-7 ION
no M~3iNHr/off you ~ ' s~ vp.4A)T;
,L p,J/ v 0/) g E STS u/ AA)T' U SEA J
)OR
}s.
i '
PR OPO <,4: ON5; TE"
ip,5- dray "Ce C) v ~'c"
RA Tom" -4 ISI ~r fl- ~ A y
/ '14
h . j P'4Cs'
zi/
P4
a
14,0'
G~ ~ ~'~.MI^".'z~±-±~y^tr-..n -.a..r' ,.oC~' r v- ~ -'L:X"~ ' • w~+.hi+'«++y.~:w~.+'~yrC .~»-.+...iwi. t';
STATE Or WISCONSIN DIL'HR
DIVISION SAFETY & REAU OFFPLUM ING BUILDING:
l DILHR PRIVATE SEWAGE SYSTEMS BU
201 E. Washington Avenue, Rm 178
PLAN APPROVAL APPLICATION P.O. Box 7969, Madison, WI 53707
608.2663815
INSTRUCTIONS: Please fill in all applicable data and submit this form with plans. Plans will not be reviewed until all fees are receiv
y The bi rk side of this form describes required plan information. Plumbing codes can be purchased from the Department of Administrate
DOCUMC11t Sales, 202 South Thornton Ave., Madison, Wisconsin 53703, Telephone (608) 266-3358.
1. PROJECT INFORMATION Type or print clearly) Revision To Plan Number:
Name of Submitting Party (Plans returned to same) Project Name
pokt O- Z-O✓V,,'- / 'EST~9v,Pr}~?,?°- ra-
Street & No. or Rural Route I ' Project Location - Street & No. or Legal Description
Pr. 3 O'Ajef`- Of &&'/f Nk~ j ,3y Tz rAJ /s'1PQ
City fort {Village
t /I State Zip City 0 / nQ e / County
VL/ Piv r ~ "?r 17f ~ Towne ~ OF:l~v~i~/C ~~v vl ~ • CIP
Telephone No. (Include area code)
Designer Telephone No. (Include area code) Owners Name Telephone No. (Inclu area code)
Street & No. e y Street & No.
City or Village State Zip City or Village State Zip
2. APPLICATION FOR:
Conventional System - Public Building (1) ❑ New Mound System (3a) ❑ Holding Tank (2)
Replacement Pressurized System (4b) ❑ Replacement Mound (4a) ❑ Petition For Modification (6)
New Pressurized System (3b) ❑ System in Fill (1) ❑ Other Alternatives (5)
❑ System in Flood Fringe (1)
❑ Groundwater Monitoring (7)
3. FEE COMPUTATIONS (Include existing tanks) 4, FEE SUBMITTED FOR OFFICE USE
MAKE ALL CHECKS PAYABLE TO DILHR
3a. 750 - 1,500 gallon septic tank -30.00 4a.
3b. 1,501 • 2,500 gallon septic tank - 40.00 4b.
3c. 2,501 - 4,000 gallon septic tank -55.00 4c.
3d. 4,001 - 8,000 gallon septic tank -70.00 4d.!
4 3e. 8,001 -12,000 gallon septic tank -85.00 4e.
3f. Over 12,000 gallon septic tank -100.00 4f.
3g. 500 - 1,000 gallon dose chamber -30.00 4g.
3h. 1,001 • 2,000 gallon dose chamber -35.00 4h.
3i. 2,001 - 4,000 gallon dose chamber -50.00 4i.
3i. 4,001 - 8,000 gallon dose chamber -65.00 4i.
3k, i 8,001 •12,000 gallon dose chamber -80.00
4k.
31. Over 12,000 gallon dose chamber -95.00 41.
3m. 500 - 5,000 gallon holding tank -30.00 4m'
I 3n. 5,001 - 10,000 gallon holding tank -40.00 4n.
3o. Over 10,000 gallon holding tank -50.00 4o.
3p. Groundwater Monitoring Per Lot -32.00 4p,
(other than a proposed sbbdivision) Subtotal
xi. 3q. Priority plan review; (walk through) 44, 0
Submittal of plans in person, ~6
by appointment, with double fee
3r. Petition for Modification
Setback -20.00 4r.
Site evaluation -50.00 Total Fee
D'LHA-SSD-6746 (R. 02/83) NOTE: Fee: subject to change on July 1, annually, -OVER
VI N
Ll\
.Y %U
1
QC'
44
l 0r - ~ t~
r V /
i
~ ty
r
C1 y i l •
'ki c Cy
~ o yx G ~ t
h ~V
v. b , o
IQ-
GC)
/a
o
Qp" 7.21Y /J vhf 8S
dvJ S~ ~ 5.91 VP/ rW ~ •ZIY~fl
Perforated Pipe Detail
1 -
p d 1a
i \ Nol~>♦ t do4t4d Gn Bottom,
Egsr
1 r re F
I~. Spay cte
1 f
PVC
Manifold Pipe
S Nil
D,st-h4ution~j td
R•De 5iD force Main Zt0 ,SIOb- 7'O
Last Hole Should 6e kr ! `
s . Next 7o End cup
End Cap Distribution Pi e
R Layout P > U Ft
R yz
G S Fr
V y
s , f p, P X 8 Inches
Q. / Y nches
5C End Vi ''Hole Diameter- Inch
View
Perforated Lateral " Inch(es)
End Cope
3 t ore ` PVC Pipe Manifold Inches
Force Main " Inches
i # of holes/pipe /-3-
invert Elevation of Laterals 76•/49Ft
/r! A 7; 1. %-p
y Z n n c,.
L
x. gyp{ f .
IN META - 12111
0,
o
~ b~0~sttibulionv ~ j~ Yf t ,~P'~IS ~r
r Pipe SipE Eorae Moin it S~D O1
Lost Hole Should
s . Next To End Cop
End Cop Distribution Pipe Layout P ~Q' Ft
S W
p~J!' X Inches
Y _2~f4bInches l
Hol:e- Diameter Inch
End View !
c: ~Perforoted / Lateral Inch(es)
End Cop Pvc Pipe Manifold Inches
{
Force Main L! Inches
# of holes/pi pe /3
Invert Elevation of Laterals 71p'/DFt.
7 7
r M14 x o~ oe) S 5-,11 - y % ~
4 A1111-1
,QS7~iM,4TEl~ 6-P/
k /N NAT aee'
y..
A
~5 0. t yr Ya a ~ a t
' ^
Aw
AfWA✓
i
<'~T I I
Al A17)41. r
' %~tSWT
i I -
,L ~l.
10
QLS:+~~~f /~~i4~ 1191W l Fl vsvl /0 TFrU/s~l~~ LriQ~O~' c
r
CROSS SECT I\O-N PEA N
~J T T6 Sc,~ - S~
V~lf
OPP
6
ti ~AdAPM
I a vla a
r
- CROSS SECT I\O-N PLANS
t4 0 -F T6 c
M~jN~
t~~ - ---1 sFy RrC~ i~4`a 1 I Z: g~`~
oc
haw
J `~J y 1. p!Y~ /
J
019
t .
~>IPHON 'YANK SpECS
r•~rE-
+ APPRoV~ o M% /l~R S~ jab, o.~/
Gr,I fsF, ~d~G~'E ~E /~j'~DUG 7'`S IG . 'VI 315 M d IDED 11J 740 R
r7r~ l-I~¢/D ,v ~t''4R.. Cc>,, . Sy7So STA E APPPOvEo 2~ 5p0 GA-/.
+ l l R~ y v~.ffTEA 5E T' ~C3 y 7 t4.z
:vol
I , Ul,Nr~?C Al 7''
r^1 Fr ~ 7 ~ C~j~
r ~
7
10 CAM) 6-
olz-
~ ARP
MO.
i - -
/Nlc7
~t7`~ / 4" ► . Vent. 't!
r Ls, wager iiue r
14 ( .17
I
X ~Eirp/N4 2,/q.. ~f f' q C.
oV w"l a F
I ~f~M -501
/ -~o`~ j 4
..o rTO~~ ~ f TfiN,~~•~~1~~cil{y> .x-.5'oo G,p/.
~~~~p,) T/fN/~ ~i¢Cti WCA of DtP 3 7- 7 G,4/
A, A rOM,~~ e,4A4 C
go r
e ,r ~ ~ /t~ ~PP.<'OUt D ~D VF/Q
ri
_
MN
10y . / 4" C. I . Vent.
:l1Ls~ w r_1iii off, 7 f~.~
J:~'h?T 7~" Luw wager iiue 1
ro rro~~ o f T~Nk~ = ;a :fy 5 0~ 6:-11
OA)
e4A4 ci'll = a G
/ LI 5 AuF,~Ae~ ~sct, ARGE PATIO P. M . _ 5
°AY y
g1rF- MFG ~~/S~/~oSE 535.25
c%047-1,0N of 51Ph0AJ S
INWRr
t ,
I Y
THE MILLER
3", 411, 5", 6", 8" Standard Design Single Sewage Siphons
e.
. o . c
I
HIGH V~nTER LINE _--J----
7~ .
. A .a
4'
I ~ v
j I 4"
D o
I D
'o . .
LOW WATER LINE S
Y}
V _ P
v '
0
v r r
Reducer, discharge pipe, and
a o P back vent and overflow, are
not furnished or sold by Rex -
! D PFT Division. Vitrified tile
t D ? pipe and fittings are generally J
used for this purpose.
~ L
Approximate Dimensions in Inches and Average Weights in Pounds
Diameter of Siphon - - T23
Diavtrirag Depth A 3
Diameter of Bsll C 4 g
r,6-28 Diameter of Discharge Head . D 13 35
lnver# 8elr• y Floor . B 10 21
Depth of Trap Z~. E 4% g
Width of Trap , ' F 13 23 30/ 40
Height of Trap G 8-3/8 14 16 25-5/8
Invert: Discharge=D+E+K H 7%4 9% 11 16-
Battom of Bell to Floor J 20 33% 44 47
Center of Trap to End of Discharge Ell ' . L 3, 33 4 3
Diameter~of Carrier , . , , , 12% 17 19 25
Average Discharge Rate G.P,M 3 4 8 8-10 8-12
Maximum Discharge Rate G.P•M... 12474 950
`Minimum Discharge Rate G.P.M... 96
227 422 604 1400
Shipping Weight in Pounds 48 102 234 340 500 `
Detail Drawing 1 F , .
' 60 150 210 300 800
• . , • • • • . • • • 373 374.2 375 376 378.2A
Note:-Twca single Siphons of this type set side by side in the same tank will alternate. See
for dircription of operation. The draft ""D"" wid ue 1 to 2"" less in this case. Siphons lit ed >
p
here are carried in stock and can be shipped promptly on receipt of order' and paymerjV,-G!
The drawing depth "D" may be reduced in certain cases by special air J
manufacturer for these special applications. Piing. Contact the