HomeMy WebLinkAbout004-1031-50-200
o 00
o I
o 0
Q)
a I
°o I
N
N I
v ! '
~ U
a
~ N
a
`a L
v p
~ N
C
N O
N
z
C N
C o
LL
d
O_ N
I
Q co
Cl)
LLl z N
Z E
" O
v £ O
00 m
a
CN
~ ~ z I
0
o z
v
~ •o I
fA FZ- r N z
0 1
Cl)
=3 0 ~'a c I
'0 .0
M
O Q Q
z z
N z
N N p
N
N N
N N L! N 0
O
O 0 0 a a a~ - N
Q O! O N = O
Z N > j'
No O O O a z 0
a a a a
~
CI~I ,p S~ N N
!1~ 7 O v1 O
~ O O ~ p
N n O
(A m Q • p
L Q z ca
C O 7 w
ce)
N
N C
N m V O a E~
O O M U C c w p M 0
` t C N C U a O O
V O O
H G N C U7 N
N 48 .O m O
L: ) N
1
• i ) ~'a O~ N O 0 N i LO 5 in t c6 ttl U
**VV o U Y o z 2 w
v ~ Ed I
#t a m a
a r
rriw~i ° c
_1 A 0 a o fA U
00, 0 00* 0 00, 0 lelol
sa6Je40;uenbullea sa6Je4a leloadS s;uawssessd lelaadg
;unowy fdo6a;eO opoO leloodS Jasn
:sleioadS
606 43;e8 :a;e(3 uol;e3111pa0 6 :;unoa w1elO :;ipaJ:o Aiellol
0 0 000'0 puelpooM
006'Z9Z OOL'96L OOZ`L9 Ottb0'9 A:podoJd leJauaE) :900Z Jo; sle;ol
0 0 000'0 pUelpooM
006'Z9Z OOL'96L OOZ'L9 OtlO'9 A:pedoad leJauaE) :LOOZ Jo; sle;ol
ON 006'Z9Z OOL`96L 00Z'L9 0170'9 LE) IVUN301S32i
uoseab a;e;S le;o1 anoJdwl pue-I saJoy ssela uol;dlJosea
9002/9Z/OL :pa6ue4O;set :suoljenlBA
0
:4;Inn passessv :enlen;a)lJeW J1e3 1118 kmvwwns LOOZ
s-,SAL
A--
(IM 099/t,9Z L L6£OL9 L66 L/9Z/Z L l /
(IM 069/6t,9Z L9tVELL bOOZ/£0/60 8~l -~J SJ'~ V ~
ad~(1 abed/lon # aoa a;ea J,
:iGo;s'H lowed :sa;oN
i=l
'i= 9'LZ9 3
-I-ZT M6L-W-OZ 879
139'LLbN1MJ1`dS139'ObM9'LLb
(b/L 09L b/L Ot, 6u2j-unnl-oaS) :(s);oeJl N '8Od 0113 OOt, N Hl `13 £OC AMH a10 Nl
N30 9-1V 3 03aZ9N Hl `13 9'6LM M Hl 't,/L
:6p18 opuoOPloolB MS ?JOO 3S WOO MS 3S W L?l N6Z1 OZ 03S
318VIlVAV lON-b/N :;eld 0t,0'9 :seiod :uol;dlJOsea le6a-l
011M OOLL dS
NOSaf1H L L9Z OS
~Jo MDAHi2JON t,19 uol;dlJosea #;sla edAl
Ajewud :(se)ssa.ippV A:padoJd le!oadS = dS Ioo4oS = OS :slo!As!a
9LOt,9 IM NOSanH
2J0 MDAH12:JON K9
i2JVH d 131Md4
d 131Md0 'DJVH - O
jaumo-oo juaaano = o 'aaumo juaimo = p :(s).iaunnp :sseippy xe1
0 00
adA1;lwJad #;!waad # uol;eollddy eeiV sales # dew a;ea leolJO;sIH a;ea uol;eaJO
NISNOOSIM `.l1Nnoo XIO?jO '1S X ;uaJJnO
NOSanH 30 NMOl - OZO 9£6 L'6 V6Z'0Z IaoJed ';IH
Wd 000-05-X50VOZO la3aed
` d L 691ti0 70 LOOZ/9L/EO
F`
~.j ri i Paged-of 3
Labor and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
cc: Jansky COUNTY
St. Croix
Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION part NW & part
Joe Menter (owner) Kevin Kerr (buyer) GOVT. LOT NE 1/4 NE 1/4,S 14 T 28 N,R 15 W
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUED. NAME OR CSM #
412 Johnson Street NA
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE [MOWN NEAREST ROAD
Woodville WI 54028 (715) 698-2993 Cad 320th St.
)LX ] New Construction Use [ ] Residential / Number of bedrooms [ ] Addition to existing building
Replacement [ ) Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate .5 bed, gpd/ft2-,trench, gpd/ft2
Absorption area required 9nn bed, ft2 75n trench, ft2 Maximum design loading rate 9 bed, gpd/ft2 .6 trench, gpd/ft2
Recommended infiltration surface elevation(s) 100.2 ft (as referred to site plan benchmark)
Additional design / site considerations use 51 x 75' rock bed mound
Parent material 1 nPG-q Flood plain elevation, if applicable NA ft
S = Suitable for system CONV2NTIONAL MOUND IN GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable fors stem El S 10, ja S ❑ U ❑ S Q U ❑ S klU El S Cl U ❑ S Q U
SOIL DESC IPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft sl,
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Twit
1 0-7 10YR 3/3 - sil 2 f-m cr mvfr cs 2f .5 .6
1
. 2 7-11 10YR 3/2 - sil 2 c cr mvfr cw 2f .5 .6
Ground 3 11-17 10YR 4/4 - sil 2 f sbk mvfr cs if .5 .6
elev.
97.5 ft 4 17-25 10YR 4/4 - sil 3 m abk mvfr - if .5 s.6
W/ dk Bn c skins & G si coats on peds; occasion dl st; 1mt po es; & scat ered f2 10YR /2 - AYR 4,
Depth to
limiting
factor
i
t
i'
Remarks:
Boring #
1 0-6 10YR 313 - sil 2 m cr mvfr cs 2f/m .5 .6
2 2 6-14 10YR 5/3 - sil 3 c sbk mvfr gs if .5 's.6
parting to 3 f sbk
Ground
elev. 3 14-30 10YR 4/6 - sil 3 m sbk - if .5 6 s
102.2 ft.
parting to 3 f sbk; w/ scattere f2p R-G root m m t po n dk B c sk ns
Depth to and occasional Gy si coats on p ds limiting E__
factor N
3t tA
n
Remarks: -nn r' 7- {
CST Name:-Please Print Henry F. Grote _ V 665-26 I
Address: PO Box 57, Knapp, WI 5549,-0057
1~+ {
Signature: 1~- Date: CST Number:
I In L'-
1
PROPERTY OWNER Kevin Kerr c 5 L el J ri f• Page 2 of *-3
PARCEL I.D. #
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-6 10YR 3/2 - sil 2 f cr mvfr cs 2f .5 .6
2 6-12 10YR 5/3 - sil 2 m cr mvfr gs if .5 .6
Ground 3 12-25 10YR 4/6 - sil 3 f sbk mvfr cs 1f/m/ .5 .6
elev. 4 25-32 10YR 4/6 2d r10YR 6/2 sil 3 c sbk mfr cs 1m .5 E.6
98.3 ft.
Depth to 5 32-36 10YR 5/4 2d 7.5YR 4/6 sl 0 sg ml - .4 i.5
limiting near field aturation below a tout 30
factor
2511
Remarks: occasional cob & st
Boring #
1 0-8 10YR 3/2 - sil 2 f cr mvfr cs 2f/m .5 .6
4 2 8-14 10YR 4/4 - sil 2 f sbk mvfr gs 1f/m .5 6
3 14-19 10YR 4/4 - sil 3 f sbk mvfr cs 1m .5 .6
Ground
elev. 4 19-30 10YR 4/6 2d 1"YR 6/2 sil m abk mfr - - .5 's.6
99.7 ft.
parting to 3 f abk; w/ clay content bui ing w/ increasing dept and to tore a proaclhing
Depth to sin-1; f3lp R-Gy root mots
limiting
factor
19"
Remarks:
Boring #
1 0-6 10YR 3/3 - sil m cr mvfr as 2f/.m .5 •`.6
2 6-17 10YR 4/4 - sil m sbk mvfr cs if .5 .6
3 17-24 7.5YR 4/4 - sil m sbk mvfr as if .5 .6
Ground
elev. w/ occasional dk Bn c skins on p ds
95.2 ft.
4 4-36 10YR 7/4 - s sg ml cs - .7 '.8
Depth to residual SS sand w/ irregular band 7.5 R 4/4 is (about 1" thick G 3011)
limiting
factor
36" 5 6-44 10YR 8/2 2d Y weaklTcmented SSBR
Remarks:
Boring #
1 -7 10YR 3/3 - sil m cr mvfr cs 2fin .5 :6
2 -16 10YR 4/4 - sil m sbk mvfr cs 1f._ .2 3
6
3 16-24 7.5YR 3/4 - sil c sbk mvfr cs af_" .5 6
Ground
elev. 4 4-29 7.5YR 4/4 - sl m sbk mfr cs 1f .4 5
93.0 ft.
w/ co mon dk Bn c skis on peds & scatte ed f2p R Gy root mot
Depth to
limiting 5 9-38 10YR 4/6 3d 10YR 613 is sg ml cs - .7 8
factor -
29 " 6 8-44 10YR 5/4 2d 7.5YR 5/8 is sg ml aw - .7 8
_ Remarks: 44-52 10YR 7/4 res SS s (tight) w/ f2d Y mots
l I
. v
I I
i
Pl-
I I_ I I -
tit. -
I I I
J 1
1 ~ ' ~ I j I I~ I I ~ i
L
I
I
I+ I I 1t I _ ~ I Jl
I I I II }
1
ell
I I I I I'
I I
I
I
J ~ I i T
a.
~ ~
I t-t L
Al-
- ~r I
10
Igo
I
1 ~
, i
I
1 I
-~f I
- I. ~
N; sin Department of Industry, SOIL AND SITE EVALUATION REPORT Pa e 1 of 3
Lnand Human Relations g
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
cc: Jansky COUNTY
St. Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION part NW & part
Joe Menter (owner) Kevin Kerr (buyer) GOVT. LOT NE 1/4 NE 1/4,S 14 T 28 N,R 15 W
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM #
412 Johnson Street NA
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE [RrOWN NEAREST ROAD
Woodville WI 54028 (715) 698-2993 Cad 320th St.
] New Construction Use [ ] Residential / Number of bedrooms 3 [ ] Addition to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate .5 bed, gpd/ft2_6__trench, gpd/ft2
Absorption area required 9nn bed, ft2 75n trench, ft2 Maximum design loading rate - s bed, gpd/ft2 trench, gpd/ft2
Recommended infiltration surface elevation(s) 100.2 ft (as referred to site plan benchmark)
Additional design / site considerations use 51 x 751 rock bed mound
Parent material 1 nPGC Flood plain elevation, if applicable NA ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U= Unsuitable fors stem ❑ S O U US ❑ U ❑ S Q U ❑ S F7 U ❑ S I U ❑ S Q 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 Trench
....1.... 1 0-7 10YR 3/3 - sil 2 f-m cr mvfr cs 2f .5 .6
2 7-11 10YR 3/2 - sil 2 c cr mvfr cw 2f .5 .6
Ground 3 11-17 10YR 4/4 - sil 2 f sbk mvfr cs if .5 .6
elev.
97.5 ft 4 17-25 10YR 4/4 - sil 3 m abk mvfr - if .5 .6
Depth to w/ dk Bn c skins & G si coats on peds; occasional st; 1mt po es; & scat ered f2 10YR /2 - AYR 4
limiting
factor
Remarks:
Boring #
1 0-6 10YR 3/3 - sil 2 m cr mvfr cs 2f/m .5 ':.6
2 2 6-14 10YR 5/3 - sil 3 c sbk mvfr gs if .5 i.6
" parting to 3 f sbk
Ground
el 2ft. 3 14-30 10YR 4/6 - sil 3 m sbk mfr - if .5 .6
parting to 3 f sbk; w/ scattere f2p R-G root mots; f& B c sk ns
Depth to and occasion Gy si coats on p ds
limiting
factor
>~n , p c-rr
Q e--
Remarks: c' z
CST Name:-Please Print Pho
Henry F. Grote X65-268
Address: PO Box 57, Knapp, WI 5 49-0057
Signature: Date: F Number:
8/7/92 3065
PROPERTY OWNER Kevin Kerr SOIL DESCRIPTION REPORT Page
PARCEL LD.#
Szre Consistence Baxxiary Roots GPD/ft
Boring # Horizon in. Depth Dominant Munsell Color Qu. SzMottles Gr
Cont Color Texture StructuSh Bed Trendl
. . . .
L..•..•..•. 1 0-6 10YR 3/2 - sil 2 f cr mvfr cs 2f .5 .6
6-12 10YR 5/3 - sil 2 m cr mvfr gs if 5 .6
Ground 3 12-25 10YR 4/6 - sil 3 f sbk mvfr cs 1f/m/ .5 .6
elev. 4 25-32 10YR 4/6 2d (10YR 6/2 sil 3 c sbk mfr cs 1m .5 .6
98.3 ft.
Depth t0 5 32-36 10YR 5/4 2d 7.5YR 4/6 sl 0 sg ml - - .4 .5
limiting near field saturation below a tout 30
factCor1
Remarks: occasional cob & st
Boring #
1 0-8 10YR 3/2 - sil 2 f cr mvfr cs 2f/m .5 .6
4 2 8-14 10YR 4/4 - sil 2 f sbk mvfr gs 1 f/m .5 `.6
3 14-19 10YR 4/4 - sil 3 f sbk mvfr cs 1m .5 .6
Ground
elev. 4 19-30 10YR 4/6 2d 10YR 6/2 sil m abk mfr - - .5 .6
99.7 ft.
parting to 3 f abk; w/ clay content building w/ increasing dept and to ture a proacbing
Depth to
limiting
factor
19"
Remarks:
Boring #
0-6 10YR 313 - sil m cr mvfr as 2f/m .5 .6
2 6-17 10YR 4/4 - sil m sbk mvfr cs if
3 17-24 7.5YR 4/4 - sil m sbk mvfr as if .5 '•.6
Ground
elev. w/ occasional dk Bn c skins on pads
95.2 ft.
4 4-36 10YR 7/4 - s sg ml cs - .7 .8
Depth to residual SS sand w/ irregular band 7.5 R 4/4 1 (about 1"tick ® 3011)
limiting
factor
36" 5 6-44 10YR 8/2 2d Y weakly c ented SSBR
Remarks:
Boring #
1 -7 10YR 3/3 - sil m cr mvfr cs 2f/m .5 .6
2 -16 10YR 4/4 - sil m sbk mvfr cs if .2 3
. . . . . . . . . . . . .
3 16-24 7.5YR 3/4 - sil c sbk mvfr cs if .5 »6
Ground
elev. 4 4-29 7.5YR 4/4 - sl m sbk mfr cs if .4 5
93-n ft.
w/ common dk Bn c skis on peds & scatte ed f2p R Gy root mot
Depth to
limiting 5 9-38 10YR 4/6 3d 10YR 613 is sg ml cs - .7 8
factor
9911
6 8-44 10YR 5/4 2d 7.5YR 5/8 is sg ml law - .7 8
Remarks: 44-52 10YR 7/4 res SS s (tight) w/ f2d Y mots
SBD-8330(8.05/92)
I
I :
.
~ I
,
I '
:
a _
4 4
1I~_
I
I
I I
i II--~--- - { ? 1 a. r
14
I j ' 11 i I 11 1+ J j I
I. I
~ I I I ~ ~1_ ~ I ~I I j j I
t ~ t
I
I_ 91 T ! {
AL I I
I r- i _ I _ _ _ ~ o- c+• I ~1- I I I ! I 1 I i I I I ~ J I
I
I _ I
I
f I I I _ i- fA
a
I 1
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page ? of 3
and Human Relations
-Mis on of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Preliminary - Soils Only St. Croix
Attach complete site plan on paper not less than x1~ pn size. Plan must include, but
not limited to vertical and horizontal referenc dlr odd % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location an a to earest ra*' . ,
' REVIEWED BY DATE
APPLICANT INFORMATION-PLEA INF~1ORMA
.9
PROPERTY OWNER: PROPERTY LOCATION
Joe Menter I GOVT. LOT NE 1/4 NE 1/4,S 14 T 28 N,R 15( W
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM #
469 315th St.
CITY, STATE ZIP CODE' `PH ER , , ❑CITY ❑VILLAGE U9rOWN NEAREST ROAD
Knapp, WI 54749 •1~715 ;7T2--V Cad 320th St.
-51 1 _j
[xt New Construction Use ~ x] Residential / Number of bedrooms 3 [ ] Addition to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate .5 bed, gpd/ft2 .6 trench, gpd/ft2
Absorption area required goo bed, ft2 750 trench, ft2 Maximum design loading rate . sbed, gpd/ft2_6__trench, gpd/ft2
Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark)
Additional design / site considerations
Parent material Flood plain elevation, if applicable ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ❑ S ® U ®S ❑ U ❑ S ®U ❑ S ®U ❑ S )@ LI ❑ S ka 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 Trench
V 1 0-3 10YR 4/3 - sl 2 m cr ds cs 2f/m .5 .6
2 3-10 10YR 4/3 - sl 2 f sbk ds cw if 5 .6
Ground 3 10-21 10YR 4/4 - sl 2 m sbk dsh cs if .5 .6
elev. 4 21-25 10YR 316 - sl 1 m sbk mfr aw 1m .4 .5
ft.
Depth to 5 25-29 10YR 6/4 - is 0 sg ml cs if .7 .8
limiting
6 29-41 -
10YR 6/4 f2d 7.5YR 4/6 is 0 s g cs .7 .8
fac r g ,
7 41-60 SSBR by resist nce to penetratio
Remarks:
Boring # 1 0-8 10YR 3/3 - sl 2 f sbk ds cs 2f/m .5 .6
4
2 8-22 10YR 4/6 - sl 2 m sbk ds cs if .5 .6
s< 2
:;:{:iii:?ti::$:ti>::i
3 22-33 10YR 4/4 - sl 2 m sbk mvfr as 1m .5 .6
Ground 5YR 4/6
elev. 4 33-40 10YR 516 f2d is 0 sg ml cs if .7 .8
ft.
5 40-52 SSBR by resistance to penetration
Depth to
limiting
factor
_ commo Gy si coats on peds 8-33
Remarks:
CST Name:-Please Print Henry F. Grote Phone: 715-665-2681
Address:
PO Box 57, Knapp, WI 54749-0057 1
Signature: Date: 9/21/95 CST Number: 3065
PROPERTY OWNER Joe Menter SOIL DESCRIPTION REPORT Page 2 of 3
r1y
PARCEL I.D. #
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
j in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench
h 1 0-3 10YR 313 - sl 2 f sbk ds cs 1f/m .5 .6
~2 3-12 10YR 5/4 - sl 2 f-m sbk ds cs if .5 .6
Ground 3 12-31 10YR 4/3 - sl 2 m sbk mfr cs 1m .5 .6
elev. w/ occasional S gr
ft. 4 31-35 10YR 4/3 c2d 7.5YR 4/6 sl 2 m sbk mfr cs - .5 .6
Depth to 5 35-43 7.5YR 4/6 f2d 5YR 4/6 is 0 sg ml cs - .7 .8
limiting occasionally resistant to penetration in places w/ SS gr
factor
'31 ,
6 43-48 SSBR by resist nce to penetratio
Remarks:
Boring #
n
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
&
v4
4-u
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
j s
Z
3 ,/4
n
.011
Z t
Z
-t = J (l
d ~
4
f
s
r
Wisconsin aepartment of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
labor and Human Relations
DivisiaW of Safety 8 Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
i Preliminary - Soils Only St. Croix
Attach complete site plan on paper not less than 8 1/2•x 11 In4h9o4j"yze. Plan must include, but
not limited to vertical and horizontal reference poir$ (BM) dlreetibrn An h of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest roan.'- - -
REVIEWED BY DATE
APPLICANT INFORMATION-PLEASE PRINT ALL''INFORMATf6
PROPERTY OWNER: j 1 ' R PERTY LOCATION
Joe Menter 1 ° VT. LOT NE 1/4 NE 1/4,S 14 T 28 N,R 15 )9" W
PROPERTY OWNER':S MAILING ADDRESS f t T# BLOCK # SUBD. NAME OR CSM #
469 315th St.
CITY, STATE ZIP CODE " . , E I"SER []CITY []VILLAGE T TOWN NEAREST ROAD
Knapp, WI 54749 7 5 772-4265 Cad 320th St.
[xj New Construction Use KxJ Residential / Number of bedrooms 3 [ J Addition to existing building
j J Replacement [ J Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate .5 bed, gpd/ft2 .6 trench, gpd/ft2
Absorption area required goo bed, ft2 750 trench, ft2 Maximum design loading rate .5 bed, gpd/ft2__E_trench, gpd/112
Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark)
Additional design / site considerations
Parent material Flood plain elevation, if applicable ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U= Unsuitable fors stem ❑ S ® U ® S ❑ U ❑ S ®U ❑ S ®U ❑ S U U ❑ S RU
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 Trench
1 1 0-3 10YR 4/3 - sl 2 m cr ds cs 2f/m .5 .6
.
2 3-10 10YR 4/3 - sl 2 f sbk ds cw if .5 .6
,•.r::..•~.
Ground 3 10-21 10YR 4/4 - sl 2 m sbk dsh cs if .5 .6
elev. 4 21-25 10YR 316 - sl 1 m sbk mfr aw 1m .4 .5
ft.
Depth to 5 25-29 10YR 6/4 - is 0 sg ml cs if .7 .8
limiting 6 29-41 10YR 6/4 f2d 7.5YR 4/6 is 0 sg ml cs - .7 i .8
fact~j7 41-60 SSBR by resistance to penetratio
Remarks:
Boring # 1 0-8 10YR 313 - sl 2 f sbk ds cs 2f/m .5 .6
2 8-22 10YR 4/6 , - sl 2 m sbk ds cs if .5 .6
2 a..;
Is.
id{it•-v~:.Cl6'~
3 22-33 10YR 4/4 - sl 2 m sbk mvfr as 1m .5 .6
Ground 5YR 4/6
elev. 4 33-40 10YR 516 f2d is 0 sg ml cs if .7 .8
ft.
5 40-52 SSBR by resistance to penetration
Depth to
limiting
factor
3311 commo Gy si coats on peds 8-33
Remarks:
CST Name:-Please Print Henry F. Grote Phone: 715-665-2681
Address: PO Box 57, Knapp, WI 54749-0057
Signature: Date: 9/21/95 CST Number: 3065
i
PROPERTY OWNER Joe Menter SOIL DESCRIPTION REPORT Page 2 of 3
PARCEL I.D. ff jr
o
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench
w 1 0-3 10YR 313 - sl 2 f sbk ds cs 1f/m .5 .6
2 3-12 10YR 5/4 - sl 2 f-m sbk ds cs if .5 .6
Ground 3 12-31 10YR 4/3 - sl 2 m sbk mfr cs 1m .5 .6
elev. w/ occasional S gr
ft. 4 31-35 10YR 4/3 c2d 7.5YR 4/6 sl 2 m sbk mfr cs - .5 .6
Depth to 5 35-43 7.5YR 4/6 f2d 5YR 4/6 is 0 sg ml cs - .7 .8
limiting occasionally resistant to pe etration in places w/ SS gr
factor
3111 6 43-48 SSBR by resistance to penetratio
Remarks:
Boring #
•"%Yr
.....vt:i:4: h{s
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
f
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
i
f d
b
LA
eJ
Z
t1'
s ~ ~a
c.A
fly
o Ll
4
J
A
e
R6ivin Kerr - Nouxad
Location: part NE 1/4 + part NII+T 1/4,
NE 1/4, Sec. 14, T 28 N, R 15 W
Town: Cady
County: St. Croix
Date: August 7, 1992
Owner: Kevin Kerr
Address: 412 t3ahn,!on Street
Woodville, W! 54023
Plumber: oseoh Menter
Signs<ture:
License # MP 5658 .
Attachments: 6748-Plan Approval Application
State onsite
C%,1.ge 1. cover
2.- calculations
3: plot plan
4: system cross sect-ion.
5: plan view, lateral c',:~ .a •_1
6: pump tank exit detail
7: pump curve
Y
System Calculations
One family residence 3 bedrooms
Loading rate d b gallons/sq ft per day
Depth to ground water in
Depth to bedrock ~'3tO in
Cross slope %
Force main length 3 ft of Z in
Manifold/header length ft of _ in
Drainback ~O 3 3 gallons
Lateral length @ ft of in
Lateral elevation ft (bottom of pipe)
Lateral hole size in @ too C> in ( 5'0 ft) spacing
\k holes/lateral, holes total
Lateral volume gallons
Total lateral discharge rate gpm @ Z-~ ft head
Elevation difference 10:15 ft
Friction loss ft @ gpm
Total dynamic head 13,64 ft
Pump/si*on Z gpm ft of head
Manufacturer Model #
Dose volume. ~Z gallons
Lift/si'pshon tank' gallons
I
Septic tank 1 gallons f
Measurement pump on & off in
Height alarm from tank bottom in
Reserve capacity gallons
calcs page Z- of V
I
` ~ - - ID
S E M 40 1
Conditionally ~Y. I
d
Q' -
i
a I
Kr.
l^~i{Sy J ~
-711
30 Tw-
vl~
2
f
- -
J
J
-
s e
m _pA a
r^
os
I'
4 5 7
Z ~ I
4 46M, V41
1 i Q " 0 N t ~,N .,i..A ice.
i \ ~ av r ~a•, ....rv. \ ~
1
i«a
i
, k1..6
RIVATE SAGE SYSTEM
P
ConditionallY
0
noNs
"jous"t- +J►m ss
DENCE
sEE 1
I
I
I ~ i ( I I I i ~ i
oL'
:
1 l I
I ~ , I ' I I i i I I I i I i -
:
.
I
:
:
:
' I
I ,b: h
• I
t
I ;
: I I 5 `
oY.. 4H•t ~o
l
4•. P
Q a• vl~ G4 O...., Q r C; C.\t I '
CLAe
I `
AA. ` car '
A-9 ;Ii \r
i
I
1
1
11 3
•
'
(
I
t
i I
•
LL ~ b.
{
I
i
I
I ~
`1 ~~t• o~ aJ~ o l o.M LQ....,T•Q..... b o t~ \ ~ _ 64D o"
RRIVATt USE SOP E
- n
lu.v
APPR Ea =
OUT. OF INDUSTRY, LABOR S HUMAN RELATIONS
DIVISION OF SAFETY AND BU 6S
SEE R~4 NCE
192,
VEl.IT CAP
'i" C. 1. VENT PIPE
WEATHER PROOF APFROVED LOCKIAIG -trT JUNCTIOA] BOX MAtJHOLE COVER
25' FROM ODOR, QN\N v
WIIJDOW OR FRESH 12 ( LAQr2L
AIR INTAKE
GRADE
• COIJDUIT
PROVIDE I
AIRTIGHT SEAL 35.t6~ I I i I T
505
J~ ~A ~~S Lev ~S I I APPROVED JOIKITS
I I (I W/C.I. PIPE
I II ALARM EXTEUDIAIG 3'
ONTO SOLID SOIL
i I I oti ,
n ` 16.74
a rx ,~u~1~ PUMP
xv U ~ ~ OFF ~ .95
BLOCK
PRIVATE SEWA E S Z a
Conditi n ly 4 A
APPIR
DEPT. OF INDUSTRY, LABOR 3 HUM RELATIONS
TY AND LINOS
,r,,SION OF SAFE
01
w-
6EE COR S DENCE
o 7
i
• i
En' i - - • _
Performance Data?
25
20
Pump Characteristics W
Pump/Motor Unit Submersible a 15
Pump Models W25AI D25AI
Horsepower 1/4 Z 10
Full Load Amps 9.0 a
Motor Type Shaded Pole (4 pole) ° 5
R.P.M. 1550
Phase 0 1
N
Voltage 115 10 20 30 40 50 60
Hertz 60 CAPACITY-U.S. G.P.M.
Operation Intermittent
Temperature 120°F Ambient
NEMAoDesign A
n Dimensional Data
Insulation (loss s A _
Discharge Size 1-1/2" NPT
~-ri- 1. All dimensions in inches
Solids Handling 3/8 2 Component dimensions may vary
Unit Weight 25 lbs. RE ° +1/8 inch'
~.5o Y 3. Not for construction purpose unless
Power Cord 16/3, S1TW,10' std. REF. certified
4. Dimensions and weights are
approximate
5. On/Off level adjustable
6. We reserve the right to make t
Materials of Construction 1.32
REF.. revisions to our products and their
sso specifications without notice t
Handle Steel REF.
Lubricating Oil Dielectric Oil i 1. t>
Motor Housing Cast Iron 3.25
REF. 111
Shaft Steel j V
Mechanical Seal Faces: Carbon/Ceramic
Shah Seal Seal Body: Anodized Steel, c F ~ swlACH I
Spring: Stainless Steel REF
Bellows: Buna-N sucnoN "'r }
Impeller Thermoplastic REF. i
Strainer/Base plastic
1.5 NPT
Fasteners Stainless Steel DISCHARGE
Your Authorized Local Distributor - R ®R A PUMP
A UNIT OF GENERAL SIGNAL
800 AIRPORT ROAD • NORTH AURORA, ILLINOIS • 60542
TEL: (708) 859-7000 • FAX: (708) B59-7060
U
"Wisconsin Department of Industry, INSPECTION Leroy G. Jansky, r SC
Labor and Human Relations 13 East Spruce Street
Safety & Buildings Division REPORT
Bureau of Building Water Systems Chippewa Fails, WI 54729
(715) 726-2544
Inspection Date
June 9
Name of Premises Address or Legal Description 6y/Township County
Menter - Property NE, NE, 14, 28, 15W Cady St. Croix
Master Plumber Name and Address Master Plumber Firm Name and Address Plan I.D. No.
Unknown
Sanitary ermit No.
Journeyman Plumber/Soil Tester Licensed Person's Name(s)and License Number(s)
v ! PRESENT: H~ Grote,
Owner's Name and Address
Kevin ..Kerr ..(.buyer) DDFR: 450 9pd
412 Johnson Street
l-OLJVjllp- UJT rAn2p
'KQ
cc • A
OnSite soils evaluation at the request ,.if CST ar^le. S W-r-' sr,- Dits were evaluated, and,
it was deter-mined that the most suitable soil area would t-e Un s'ape of CST B-3, and to the
west. -ihiS area contains soil with an estimated seaSonaI Zone o3' saturation at more than 2-4
iriches. Tiie one exception to this the urthea*_ pit :ast ; B-=t: wh2r$ soil mottles were
apparent -L 19 inches be!--w grade.
A 'long narrow design: roughly parallel to the North property line *ould be best for this site.
A minimum 12 inches of sand fill below tiie absorption trench snotT'•d be adequate for proper
ourltic8tion of wastewater and final disposal.
Z mere are any questions. regarding this report, please contact this inspector.
I
Page - of Signature of Responsible Licensed Person (only one needed)
/ Check all 1 Signatur f Plumbing Con sultant/Priyate Sewage Consultant
Original: Copiesto: \thatapply/ 1
SBD-6192(R. ivgo) District ?DILHR O Plumber 0 r Co ty/Local InsQ, Othec !
`Wis~"Vcon~iln6epartmen'olncu4~y2$.15.211 NW NE LOT 2 320TH
PRIVATE' SEWAGE SYSTEM County:
Labor and Human Relations INSPECTION REPORT
Safety and Buildings Division ST. CROIX
(ATTACH TO PERMIT) Sanitary Permit No.:
GENERAL INFORMATION 175674
Permit Holder's Name: ❑ City ❑ Village EXTown of: State Plan ID No.:
ERR KEVIN CADY
CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.:
lO v 004-1031-50-0O®
'
TANK INFORMATION ELEVATION DATA A9200333
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic y C+Ej, p Benchmark Itt Dosing
Aeration Bldg. Sewer
Holding St/Ht Inlet
TANK SETBACK INFORMATION St/ Ht Outlet
Vent
ir Ito ntake ROAD Dt Inlet
TANK TO P/ L WELL BLDG. A
Septic d 5' NA Dt Bottom
Dosing NA Header / Man.
Aeration NA Dist. Pipe /E?$ i00.7
Holding Bot. System a a8 166• a--
PUMP/ SIPHON INFORMATION Final Grade
Manufacturer Demand ~ 1~
Yrr_ dGt
/4&,o
r
Model Number nl- Q5 S, L 'GPM
TDH Lift l .Y Friction ~t~ System TDH jtl' Ft
Forcemain Length (03 / Dia. ail Dist. To Well ~
SOIL ABSORPTION SYSTEM
BED /TRENCH Width 1 Length ~j No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS 5 15 DIMENSIONS
SETBACK SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type Of lit-3 rob , DI CHAMBER Mode Number:
S~
System: j-n d7.r-) ohs OR OMIT
DISTRIBUTION SYSTEM
Header/ Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake
Length Dia. Length _A,4-- Dia. _ Spacing U~ tlgt/ S
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth Of xx Seeded/ Sedde-d xx Mulched
Bed/ Trench Center Bed /Trench Edges Topsoil Ea'Yes ❑ No ['Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.)
I
Plan revision required? ❑ Yes ❑ No i
Use other side for additional information. i
SBD-6710 (R 05/91) Date Inspector's Signature Cert. No.
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
i
I
I
DILHR SANITARY PERMIT APPLICATION
In accord with ILHR 83.05, Wis. Adm. Code COT C ('O
v
~ awwa w,w.,~w,v~
?Check TE ANITARY PERMIT
-Attach complete plans (to the county copy only) for the system, on paper not less than
~a7s
8% X 11 inches in size. if revision to previous application
wee reverse side for instructions for completing this application. ST LAN L . NuMe R
1. APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION.
PRO ERTY OWNER PROPERTY LOCATION
t~ j^ /V'/a/'/a, S/ T N R/ E (or W
P OPERTY+QFWN R'S MAILING ADDRESS LOT # BLOCK #
CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER
I~/SO 11~, v~
❑ CITY : G~TU NEARES'R. OAD
11. TYPE OF BUILDING: (Check one)
State Owned ❑ VILLAGE: -2, 42L 4QWN v
❑ Public 1 or 2 Fam. Dwelling~# of bedrooms PARCEL TAX NUMBER(S)
111. BUILDING USE: (if building type is public, check all that apply) 1031
1 ❑ Apt/Condo U
2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility
3 ❑ Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining
4 ❑ Church/School 80 Mobile Home Park 120 Service Station/Car Wash
5 ❑ Hotel/Motel 9 ❑ Office/Factory 13 ❑ Other: Specify
IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable)
A) 1. K New 2.E] Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5.0 Repair of an
System System Tank Only Existing System Existing System
B) ❑ A Sanitary Permit was previously issued. -Permit # - Date Issued
V. TYPE OF SYSTEM: (Check only one)
Non-Pressurized Distribution Pressurized Distribution Experimental Other
11 ❑ Seepage Bed 21 N Mound 30 ❑ Specify Type 41 ❑ Holding Tank
22 F-1 In-Ground 42 El Pit Privy
12 El Seepage Trench
13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy
14 ❑ System-ln-Fill
VI. ABSORPTION SYSTEM INFORMATION:
1. GALLONS PER DAY 2. ABSORP. AREA 3. ABSORP. AREA 4. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE
REO11IRED (sq. ft.) PROPOSED (sq. ft.) (Gals/day/sq. ft.) (Min./inch) ELEVATION
® Feet D a/ 7dFeet
VII. TANK ,;t%PACITY Site
in allons Total # of Prefab. Fiber- Exper.
INFORMATION New xistin Gallons Tanks Manufacturer's Name oncret Con- Steel glass Plastic App
Tanks Tanks structed
Septic Tank or Holdin Tank ltd o T ,,e~&w-
Lift Pump Tank/Si hon Chamber X Z
VIII. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans.
Plumber's Name (Print): tier's Signature: (No Stamps) P PRSW No.: Business Phone Number:
71 o- 73f
Piu ber's Address (Stree City, State, Zip Cod :
AJ, A--J1Q e Ulf S25
IX. COUNTY/DEPARTMENT USE O Y
❑ Disapproved Sanitary Permit Fee (Includes Groundwater a e ssue Iss ' Agent Sign ture ( Stamps)
Approved ❑ Owner Given initial !t Surcharge Fee)
Adverse Determination a L)
X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL:
SBD-6398 (formerly Plb-87) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber
INSTRUCTIONS
1
1. A sanitary permit is valid for two (2) years.
2. Your sanitary permit may be renewed before the expiration date, and at the time cf renewal any new
criteria in the Wisconsin Administrative Code will be applicable.
3. All revisions to this permit must be approved by the permit issuing authority.
4. Changes in ownership or plumber requires a Sanitary Permit Transfer/Renewal =corm (SBD 6399) to be
submitted to the county prior to installation.
5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed
pumper whenever necessary, usually every 2 to 3 years.
6. If you have questions concerning your onsite sewage system, contact your local --ode administrator or the
State of Wisconsin, Safety & Buildings Division, 608-266-3815.
To be complete and accurate this sanitary permit application must include:
1. Propel ty owner's name and mailing address. Provide the legal description and parcel tax number(s) of
where the system is to be installed.
II. Type of building being served. Check only one and complete of bedrooms if 1 or 2 Family Dwelling.
III. Building use. If building type is Public, check all appropriate boxes that apply.
IV. Type of permit. Check only one in line A. Complete line B if permit is for tank replac,~ment, reconnection, or
repair.
V. Type of system. Check appropriate box depending on system type.
VI. Absorption system information. Provide all information requested in ##1-7.
VII. Tank information. Fill in the capacity of every new and/or existing tank, list the total 0allons, number of
tanks and manufacturer's name. Indicate prefab or site constructed and tank material. Complete for all
septic, pump/siphon and holding tanks for this system. Check experimental approval only if tanks received
experimental product approval from DILHR.
Vill. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g.
MP, etc.), address and phone number. Plumber must sign application form.
IX. County/Department Use Only.
X. County/Department Use Only.
Complete plans and specifications not smaller than 8'% x 11 inches must be submitted to the county. The
plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of
holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service;
streams and lakes; pump or siphon tanks; distribution boxes; soil absorption system,;; replacement system
areas; and the location of the building served; B) horizontal and vertical elevation re`erence points;
C) complete specifications for pumps and controls; dose volume; elevation differeni;es; friction loss; pump
performance curve; pump model and pump manufacturer; D) cross section of the s•,+ b,orption system if
required by the county; E) soil test data on a 115 form; and F) all sizing informati n
- - - - - - -
GROUNDWATER SURCHARGE
1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of
regulated practices which can effect groundwater.
The monies collected through these surcharges are used for monitoring groundwater, ground-
water contamination investigations and establishment of standards.
SBD-6398 (R.11/88)
I` I
S T C - 100
This application form is to be completed in full and signed by
the owner(s) of the property being developed. Any inadequacies
will only result in delays of the pormit issuance. Should this
development be intended for resale•by owner/contractor,(spec
house), then a second form should be retained and completed when
the property` is sold and submitted to this office with the
appropriate deed recording.
Owner of property r f-
Location of property 0/1/4 ALE-114, Section , rQA R _W
Township
Mailing address Y~- 4`~Sd,(~
Address of site /mod L) e--
Subdivision name ^ Lot no. 21
Other homes on property? yes No
Previous owner of property- :~oe~ /qeV Te V__~
Total size of parcel
Date parcel-was created :SOU y SCI- 1 2
Are all corners and lot lines identifiable? Yes No
Is this property being developed for (spec house)? Yes Z_No
Volume and Page Number as recorded with the Register
of Deeds.
INCLUDE WITH THIS APPLICATION THE FOLLOWING:
A WARRANTY DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE
NUMBER & THE SEAL OF THE REGISTER OF DEEDS. In addition, a
certified survey, if available, would be helpful so as to avoid
delays of the reviewing process. If the deed description
references to a Certified Survey Map, the Certified Survey Map
shall also be required.
PROPERTY OWNER CERTIFICATION
I(we) certify that all statements on this form are true to the
best of my (our) knowledge that I (we) am (are) the owner(s) of
the property described in this information form, by virtue of a
warranty deed recorded in the office of the County Register of
Deeds as Document No. , and that I (we) presently
own the proposed site for the sewage disposal system or I (we)
obtained an easement, to run the above described property, for
the construction of said system, and the same has been duly
recorded in the office of County Register of deeds as Document
No.
Signature of applicant Co-applicant
Date of Signature Date of Signature
ti~ hl
6 ~
l q
Let""'
~sML. wH~+•*-r w. ~,y ~ it
is"
93 ,f {
♦rwrMNMr er~1M1Ys
H rw__r_ r .,./n
~M•M.---Nrrrrr.rrrr~ rYrrr _
was
"
Vii: MME # at
L sea
.
41
~i M
S T C - 105
SEPTIC TANK MAINTENANCE AGREEMENT
St. Croix County
OWNER/BUYER L -r v'
ADDRESS FIRE NUMBER
CITY/STATE Wr`~so V 1.tJt`5 ZIP
PROPERTY LOCATION: Nw 1/4 ,N E' 1/4 , SECTION I q , TOE FN-R Z•C~__W
TOWN OF St. Croix County,
SUBDIVISION , LOT NUMBER
Improper use and maintenance of your septic system could
result in its premature failure to handle wastes. Proper
maintenance consists of pumping out the `septic tank every three
years or sooner, if needed by a licensed septic tank pumper. What
you put into the system can affect the function of the septic tank
as a treatment stage in the waste disposal system.
St. Croix County residents may be eligible to receive a grant
for a maximum of 600 of the cost of replacement of a failing
system, which was in operation prior to July 1 1978. St. Croix
County accepted this program in August of 1980, with the
requirement that owners of all new systems agree to keep their
system properly maintained.
The property owner agrees to submit to St. Croix Zoning a
certification form, signed by the owner and by a mater plumber,
journeyman plumber, restricted plumber or a licensed pumper
verifying that (1) the on-site wastewater disposal system is in
proper operating condition and (2) after inspection and pumping (if
necessary), the septic tank is less than 1/3 full of sludge and
scum.
I/We, the undersigned have read the above requirements and
agree to maintain the private sewage disposal system in accordance
with the standards set forth, herein, as set by the Wisconsin DNR.
Certification stating that your septic has been maintained must be
completed and returned to the St. Croix Co. Zoning Officer within
30 days of the three year expiration date.
SIGNED:-
DATE: St. Croix co. Zoning Office
911 4th St.
Hudson, WI 54016
-PARTMENT ~nF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS
')USTRY, I •n`.'.%. DIVISION
9OR + m AND ' PERCOLATION TESTS (115) MADISOP.O. BOX 7969
JAN REL FIO iS
N WI 53707
1A (ILHR 83.09(1) & Chapter 145)
1CATION: S iC ION: TOWNSHIP TY: LOT NO.: BLK. NO.: SUBDIVISION NAME:
~E Y ~t,4, /TzgN/R \s W e-~~ - - -
)11UNTY: M IING ADDRESS:
JT. CYt,I )c ~O e- \QN `t'.O~Y' - OW+w QJV fl~ " % ) `L hti
V-Q Y'r ov DATES OBSERVATIONS MADE
NO. BEDRMS.: COMMERCIAL SCRIPT10N: IPR 1 DESCRIPTIONS: A ION TESTS:
')Residence 1A A. ®New ❑Replace 5 -q -t L ItA C4
\TING: S= Site suitable for system U= Site unsuitable for system
)NVENTIONAL: MOUND: IN-GROUND PRESSURE: SYSTEM-IN-FILL HOLDING TANK: RECOMMENDED SYSTEM:(optional)
~U OS ❑U ~U DU DU S' kso' ~••-~..~,.SL ~~ww~
Percolation Tests are NOT required DESIGN ATE: If an, )ortion of the tested area is in the 'rA ,der s. ILHR 83.09(5)(b), indicate: N Floodplain, indicate Floodplain
elevation: 'PI
PROFILE DESCRIPTIONS
,RING TOTAL ELEVATIGN DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH
IMBER DEPTH IN, OBSERVED EST. IGHES TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.)
R w et wv +r 2 6
1 °`+60., o r 1 b - t4- ~:s ~t R'I4
ti1' Sb 4 S Z.~ • L g S 't ( '/4 i Z H, S C w t j• c- S w~ c_ 13 M cn
SK...g oM IJo~cts~.~ o~.Q V-o~r wo 116, 29 2R-'Sg lt~ `t2 `~?6 JCS /~SX
t,p ~tq 1°/S u+° o s "'-~-S~ lg-4 11~~2 S(4 s~r L N.y 4(Z's~8wo
~ c` . ~ 'L ~ O `i 1~ ~~4. 4 K SS S ~ ~ w/ i L dS 1 H+o~ S V
2 S Np `t't.~ O- KCB Nf" s: Z, w ar r»v V z u, os) Saa u+ 1. Sr c w. wI co w e M Q.~ 5 c .r i v V. t ds- $,.A
( tL- v-oe
wo G~ . t7-tCL 416
S 1 O S w1 ``V Z Ci• woa1 Sa-5 lo`t 14 V ~S1
$,S 4 tZ •rIg
co - 1-
PERCOLATION TESTS
EST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES
)MBER INCHES AFTER SWELLING INTERVAL-MIN. PERI D 1 PERIOD 2 PERIOD PER INCH
LP 4. 1,: S
~t't l2 ' /4- C: Z S v V '~-S or c ~Jh L 5 O
Q • 31. ` (L 4- Y sS S dk -4 .Y `c 11 4 l"
)T PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori-
1 'al-and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent
and slope.
' ~oa9~..{ a.v e,~
!STEM ELEVATION 3-~- ~`M•~
- _ . F.
- -
_ v
TO
3
Q
1
I i ! L I
T .a t I
%
_
7a
V ty, v ~NC S; °
al b o v L 4 ait t.aX S S E a. Q. w..o.+ I I ! - - d ;
S- - - -
o
404.
,e undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin
ninistrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief,
'.ME (print : TESTS WERE COMPLETED ON:
RESS: O ~o S 1 N` ~4 CERTIFICATION NUMBER: PHONE NUMBER (optional):
uos~ -~°IflJ~ 'bbd -2168!
CST SIGNAT R
TRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester.
HR-SBD-6395 (R. 10/83) - OVER -
REPT131 CADY ST. CROIX COUNTY ZONING PAGE 1
09/08/92 15:17 REQUESTS FOR INSPECTION WORK SHEETS FOR: 9/ 9/92 AREA: MJ
-
Activity: A9200333 9/ 9/92 Type: MOUND Status: PENDING Constr:
' Address: CADY 14.28.15.211,NW,NE, LOT 2, 320TH
Parcel: 004-1031-50-000 Occ: Use:
Description: 175674
Applicant: KERR, KEVIN Phone:
Owner: KERR, KEVIN Phone:
Contractor: MENTER, JOSEPH J. Phone: (715)235-7341
Inspection Request Information.....
Requestor: MENTER, JOE Phone:
Req Time: 10:09 Comments:
Items requested to be Inspected... Action Comments Time Exp
00012 FINAL INSPECTION
Inspection History.....
Item: 00012 FINAL INSPECTION
r q ~ ~Y
~~~~tI RV
Z7y
ST. CROIX COUNTY WISCONSIN
ZONING OFFICE
M Y O II N N ■ ■...i ST. CROIX COUNTY GOVERNMENT CENTER
F.. , 1101 Carmichael Road
Hudson, WI 54016-7710
(715) 386-4680
March 7, 1994
Joe Menter
1120 N. Broadway
Menomonie, WI 54751
Dear Joe:
I still need AS BUILTS for the JoAnn Croxall Replacement Mound,
Town of Cady, and the Kevin Kerr New Mound, Town of Cady.
Please turn them in as soon as possible.
Thanks!
Sincerely,
2~~J-jenkins
Assistant Zoning Administrator