HomeMy WebLinkAbout231-1038-90-200
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Wisconsin Department of Industry, PRIVATE SEWAGE SYSTEM County:
Labor and Human Relations
Safety and Buildings Division INSPECTION REPORT St. Croix
NE,SW, 23, 30~AACHTOPERMIT) Sanitary Permit No-:
GENERAL INFORMATION Ct - xw- x 149140
Permit Holder's Name: ❑ City Village ❑ Town of: State Plan ID No.:
Catoria, Tony Glenwood City S91-4056R
CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.:
p'd , e D a, UD 695
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark 02,(0
Dosing 13
AeratkaT- Bldg. Sewer
Holding St/Ht Inlet
TANK SETBACK INFORMATION St/ Ht Outlet
TANK TO P/ L WELL BLDG. Ventto ROAD Dt Inlet
Air Intake
Septic NA Dt Bottom
w
Dosing NA Man.
NA Dist. Pipe
Holding Bot. System r:~'f/W '
PUMP/ SIPHON INFORMATION Final Grade
Manufacturer C Demand <a~
i"G~( i C..-
Model Number
TDH Lift 14G Lriction SystemZ TDH)( ,'Ft
OSS H
Forcemain Length Dia. Dist. To Well
SOIL ABSORPTION SYSTEM
BED/TRENCH width I Length No. Of Trenches No. Of Pits inside Dia. Liquid Depth
DIMENSIONS 1 DIMEN I N
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHIN anufacturer: INFORMATION Ty CHAMBER
-be
pe O Model Num r:
OR UNIT
System:
DISTRIBUT SYSTEM
Header! Manifol Distribution Pipe(s), x Hole Size x Hole Spacing Vent To Air Intake
Length Dia. ~ Length '70 Dia. - Spacing ~ r4 I (1 0 >
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over to Depth Over xx Depth Of „ xx Seeded LScdded. xx Mulched
n /
Bed /Trench Center Red Trench Edges _(j Topsoil l0 erl'es ❑ No ~ ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.) fr'
e -
~ci
c2
r
C ~o~
V r, _ _ _ n
Plan revision required? ❑ Yes
Use other side for additional information.
SBD-6710 (R 05/91) Date Inspector's Signature Cert. No.
17DILHR SANITARY PERMIT APPLICATION COUNTY
In accord with ILHR 83.05, Wis. Adm. Code Pb t-
STATE SANITARY PER #
-Attach complete plans (to the county copy only) for the system, on paper not less than 1 L/Anlo 8% x 11 inches in size. ❑ Lk(f rprevious application
-See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER//~ 1411
1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. 19 9 S c~
PROPERTY OWNER PROPERTY LOCATION
-TO -Q Y 0+7-o r 1 l~- P,64/a,5 /0'/a, S a3 T36, N, R s E (or
7 PERTTlY~' OWNER'S MAILING ADDRESS LOT # BLOCK #
r t
fi ? it) 1,-X
ITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER
o wool Cis! fN,s .6-41,0
II. TYPE OF BUILDING: (Check one CITY NEAR T ROAD
❑ State Owned VILLAGE
QF;
❑ Public 91 or 2 Fam. Dwelling- # of bedrooms - PAR LTAXNUMBER()
111. BUILDING USE: (If building type is public, check all that apply) ~qG-
1 ❑ Apt/Condo 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 8 ❑ Mobile Home Park 12 ❑ 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. ❑ New 2. ~9 Replacement 3. ❑ Replacement of 4.0 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 K Mound 30 1:1 Specify Type 41 El Holding Tank
12 El Seepage Trench 22 In-Ground 42 ❑ Pit Privy
130 Seepage Pit Pressure 43 ❑ Vault Privy
14 ❑ System-In-Fill
Vl. ABSORPTION SYSTEM INFORMATION:
1. GALLONS PER DAY 12.ABSORP.AREA 3. ABSORP. AREA 4. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE
REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals/day/sq. ft.) (Min./inch) r^- ELEVATION
~0 3 7 379 1"Q 2Q /O/I/D Feet b fo Feet
CAPACITY Site
VII. TANK in gallons Total # of Prefabt.e Fiber- Exper.
el glass Plastic App
Ste
Con
INFORMATION New lExisting Gallons Tanks Manufacturer's Name oncre istructied
Tanks Tanks
Septic Tank or Holdin Tank 10O0 t 'r- re 444
Lift Pump Tank/Si hon Chamber oo 1 l k ee 1
Vill. 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 ignat re: (No Stamps) PRSW No.: Business Phone Number: .57 g
Plumber's Addr s (Street city, state, Zip Cod : 1
l 2 7
1190 `o A4W fJ0V--s 00
IX. COUNTY/DEPARTMENT USE ONLY
Disapproved Sanitary Permit Fee (includes Groundwater Date ssue Issuing Agent Signatu o Stamps)
Surcharge Fee)
Approved ❑ Owner Given Initial
A v D rmi i
. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL:
SBD-6398 (formerly Plb-67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber
.
APPLICATION FOR SANITARY PERMIT
9TC-100
This application form Is to be conpletad In full and Signed by the owfler(1) of
the property being developed, Any lnndaquacles will only re3ult in delays of
the pfrrnlt Issuance. -Should this development be Intended for resale by
owner/contractot,(spee house), then a second form should be retained and
completed when the property Is sold and aubmltted to this office with the
approptlate decd recording.
x
Owner of property S a e__ n F, T.anri a M_ GOP -
Location of property ]1/4 _ crT 1/1, Sectlon - 23 T 3„x-R 15 y
Township _ CAQCN 1.i~) 0
s Halling address 3=!~ 7~~A
Address oL site
Subdivision na" •
Lot number
Previous owner of property
Total slit of parcel Sc.cc
Date parcel vas created
Are all cotnsts and lot lines Identitlablet yen Ko
a
is this property being developed for resale (spec houae)7.--_~__Yes No
voluno _-and Page Number as recorded with the Register of Deeds.
1
7
------..-a-------
INCLUDE MITI( THIS APPLICATION THE FOLLOWIHCI
A YAARANTY DYED which Includes a DOCUH[HT HVH82R, VOLVei[ AND PACK i(U1SSlR, and
the 82,kL Of TN[ R9019THR OF D2ED9, In addition, a certified survey, if
avollable, would be helpful so as to avoid delays of the tevleving process. It
the deed description teferenees to a Cettlfled Survey Hap, the Certified Survey
Hap shall also be required.
PROPERTY OWNER CERTIFICATIOH
l(vv) certify that all statements on this form are true to the best of my (out)
knovledgci that I (we) am (ate) the owner(s) of the property descrlbed In
this Infncmatlon form, by virtue of a warranty deed recorded In the Office of
the county Register of Deeds as Document No.
presently own the proposed alto Lot the oewage disposal •a steenj and that t (Vol
obtained an easement, to tun With L43
he above described property,hwtoc hths
cnnstcuctlnn at sold system, and the same has been duly recorded in the office
of the ynty Register o Deeds, as Document No
nature I Owner lgnatuta of C -Owner 1
t
( PPiicaelel
Date of signature Date of Signature
-DOCUMENT NO. T_° kPACE RESERVED FOR RECORDING DATA
WARRANTY DEED
STATE BAR OF WISCONSIN FORM 2-1982
I '
VOL 06 FACE J1
REGISTER'S OFFICE
j~ Anthony A. Cuturia, a single man ST. CROIXCO., WI
- Recd for Record
!
! JUN181991
Of 8:30 AA
-
conveys and warrants to -_---_Stan1e D. Goetz and Laurie M.
Goetz, husband an dwife, holdin - - as C~nti,r
y -
survivorship marital property.............. Register of Deed= `
- -
REl'URN TO
1
- -
the following described real estate in Stt...CX_oix---- County,
i
State of Wisconsin:
Tax Parcel No_______________________________ !
All that part of the Northeast Quarter of the Southwest Quarter
(NE4 of SW4) of Section Twenty-Three (23), Township Thirty North
l (T30N), Range Fifteen West (R15W), described as follows:
Commencing at the center of said Section Twenty-three (23),
Township Thirty North (T30N), Range Fifteen West (R15W), thence
I' running West (W) on the Quarter (4) line Six Hundred Sixty (6601)
i feet, thence South (S) Three Hundred Thirty (3301) feet, thence
East Six Hundred Sixty (6601) feet, thence North (N) on the j
One-Quarter (4) line Three Hundred Thirty (3301) feet, to the
place of beginning, containing five (5) acres more or less. j1
qtr. ~
FEE
it
homestead property.
li
This - is
(is) 00fiW4
Exception to warranties: Easements and restrictions of record.
1
Dated this 14th--------------------------------- day of -------June---- -----------------------------------------------r 19---
(SEAL) 9.1..
~--------------------(SEAL)
- - - - -
II * A hony A. Cuturia ~
(SEAL) -------------(SEAL)
-
i~
'I AUTHENTICATION ACKNOWLEDGMENT
Signature (a) STATE OF WISCONSIN
St. Croix SS.
I County.
- day
of
authenticated this day of 19 Personally came before me this
199! the above named
Anth • A Cut r i !
-
TITLE: MEMBER STATE BAR OF WISCONSIN
(If not,
r= : r
authorized by § 706.06, Wis. Stats.)
n•4ie'kno4 to, be the person who executed the
fo oing i meAtland acknowledge the same.
I. THIS INSTRUMENT WAS DRAFTED BY 4w
= .
Thomas A. McCormack '
Z
Baldwin, WI 54002 St ~~--E=fEN~---------------------
. Croix ,,,Notary 1'ub3b : ------------------------------County, Wis.
(Signatures may be authenticated or acknowledged. Both X. Co' §idIS permanent. (If not, state expiration
are not necessary.) date:r~~u ,r q
,c 19----2
es of persons signing in any capacity should be typed or printed below their signatures.
I
RANTY DEED STATE BAR OF WlgCONSIN R'isrnnain Legs) nlan): Cn. Inr ,
FORM No. 2-- I9v? "i!I..,nk~o wls
ct
SEPTIC TANK MAINTENANCE AGREEIIENT CD
St. Croix County
n
O
OWNER/BUYER ~ W
ROUTE/BOX NUMBER Fire Number ~
'Ipnwn.j ZIP S[,ni -i - i~
CITY/STATE
PROPERTY LOCATION: Section
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.' Prover maintenance con-
sists of pumping out the septic tank every three years or sooner,
if needed, by a licensed •s'e t'ic tank um er. What you put into
the system can a ect t e unction o, t e septic tank as a treat-
ment-stage in the waste disposal system.
St. Croix County residents-may be eligible to recieve a grant for
a maximum of 60% of the cost.of replacement of a failing system,
whi.c 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 'sys't'ems agree to keep their system properly
maintained.
The property owner agrees to submit to St. Croix water y Zoning
a
certification form, signed by the owner and by a plumber,
journeyman plumber, restricted plumber or..a licensed pumper veri-
fying that (1) the on-site wastewater disposal system is in proper
operating condition and .(2)•after inspection and pumping (if nec-
essary), the septic•tank is less thfull 30fdaysdpriordto
essary),
Certification form will be sent approximately
three year-expiration. y
0
I/WE, the undersigned have read the above requirements and agree 0
to maintain the private sewage disposal system in accordance with
the standards set forth, herein, as set by the Wisconsin Depart- b
ment of Natural Resources. Certification form must be completed
and returned to the St. Croix County Zoning Office within 30 days
of the three year expiration .date.
1
SIGNED
DATE 7 r- 3
St. Croix County Zoning Office
911 4th St.
WI 54016
Hudson,
386-4680
Sign, date and return to the above address.
D OTR OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS
Ih~JL18USTRY, c DIVISION
LABOIA HUMAN RELATIONS PERCOLATION TESTS (115) MADISOP.O. BOX N WI 7969
(ILHR 83.0911) & Chapter 145)
LOCATION: SECTION: %WNSHIPtMUNICIPALITY: OT NO.:BLKC NO.: SUBDIVISION NAME:
NE 14 SW 14 23 /T30 N/R 15 w Glenwood City - - NA
COUNTY: MAILIN ADDRESS:
St. Croix Tony Caturia CTHW "X", Glenwood City, WI 54013
USE DATES OBSERVATIONS MADE 'MOFILE DESCRIPTIONS: NO.BEDRMS.: COMMERCIAL DESCRIPTION: A ESTS:
Residence 2-3 NA ❑ New Replace 4/26/91 5/4/91
RATING: S- Site suitable for system U- Site unsuitable for system
ONVEQNTI NAL: MOUND: IN-GROUND-PREbS, E: SYSTEM-IN-FILL OLDING TANK: RECOMMENDED SYSTEM: (optional)
❑ J E] U EIS 1111 ❑ S ❑U ❑ S ❑U ❑ S ❑U Mound
If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the
under s. I L H R 83.09(5)(b), indicate: NA lFloodplain, indicate Floodplain elevation: NA
PROFILE DESCRIPTIONS
BORING TOTAL DEPTH T R UNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH
NUMBER DEPTH IN, ELEVATION OBSERVED HIGHEST- EST. TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.)
B- 1 40 99.2 No 30 0-10 10YR 3/3 sil 1 m sbk mvfr as w/ 2f&m roots, 10-30
10YR /4 sil 2 m sbk mvfr s w/ mt ores & root channels & w/ 1f roots & w/ c ninon G si coats on eds
30-40 10YR 5/4 s cl w/ c2d-p R-G mots
B- 2 38 99.6 No 31 0-12 dk Bn sil, 12-14 Gy-Bn sil (remnant E-horizon), 14-31
Bn si w/ f2d R- (y root mots & w common Gy si c ats on peds & w/ occasional dk Bn c skins on peds, 31-38 Bn
B- sicl / c2d-p R- (y mots
3 35 No 31 - si , 9-31 10YR 4 s w common y si coats
B- on pe s, 31-35 1 YR 4/4 sicl w/ 2f Gy mots
NO 0-10 dk n si , 10- si (remnant E-horizon ,
B- 13-33 n sil, 33135 Bn sicl
5 50 94.7 No 12 0-10 dk Bn sil, 10-12 Gy-Bn sil, 12-50 Bn sil w/ c2d-p R-Gy
B-
PERCOLATION TESTS
TEST. DEPTH , WATER IN HOLE TEST TIME DROP I WATER LEVEL-INCHES RATE MINUTES
NUMBER INCHES AFTERSWELLING INTERVAL-MIN. P RI 1 P RI D PER INCH
P- 1 24 No 20 1 611r, 1 3/1A 1 3/1A 14 A
P- 2 24 No 20 1 4/16
P- 3 24 No 20 1 10116 1 5/16
P-
P_ P-1 - -2 - P-3 contour is 99.4• P-2 i 5' downslo e of trai ht line n P-1 & P-3
PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori-
zontal 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
of land slope.
SYSTEM ELEVATION 100.4
3
I
i
- Vont-
)°..-fhfjtS~SBme-YIF/''-Bnd-
r
site is uniform topography sod/field with Well structured silt loam soils - y
there is room to;accomodate a long-narrow moundwhich should work fine on tthe g_
install -54 x,501 -rock-bed-mound-far,-2 br- (-51'_-x `fi5'-for 3 br) w/ upislope ezlge Of-ii~Ck -d on ~9:~i'conbouT
see attached page 2 for plot plan , 7
6
Od,
"--?---t---'~----r-
! r
-7-_.-
1, the 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
Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief.
NAM print : TESTS WERE COMPLETED ON:
Henry F. Grote 5/4/91
ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional):
PO Box 57, Knapp, WI 54749-0057 3065 -2681
CST SIG A URE:
0
DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. page
1 of 2
DILHR-SBD-6395 (R. 10/83) - OVER -
M ~ r t
J
LL 19
94
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Tony Caturia - Mound
Revision to Plan ID # S91-40563
Location: NE 1/4, SW 1/4, Sec. 23, T 30 N, R 15 W
Municipality: Glenwood City
County: St. Croix
Date: August 1, 1991
Owner: Tony Caturia
Address: CTHW "X"
Glenwood City, WI 54013
Plumber: a Menter
Signature:
License # P 5658
Attachments: 6748-Plan Approval Application
County on-site
115
SB-8 Petition for Variance
page 1: cover
2: calculations
3: plot plan
4: system cross section
5: plan view, lateral detail
6: pump tank exit detail
7: pump curve
page 1 of 7
•
SYSTEM CALCULATIONS
One family residence bedrooms
Percolation rate 5• L - Z min. /in.
Depth to groundwater >i ~ko in.
Depth to bedrock S~ in.
Up-slope X
Bed-site slope x
Down-slope X
Force main length Z• ft. of Z• in. diameter
Force main drainback 2d•b gal.
Elevation difference X1.4 ft.
between pump/siphon and
distribution system
Force main friction loss C~.3 ft. @ k L gal./min.
Total dynamic head ~o• 2-g ft.
Punp/lion G.P.M. @ ft. of head
w.., nSP ~'3
Manufacturer 4 ~,ro ~g , Model ~
Dose volume V3 h gal.
Measurement pump on & off ~O• in.
Lift/siphon tank gal.
Septic tank a c~ gal.
Height alarm above tank bottom `4•in.
Lateral length @ }°•0 ft. of in. diameter
Lateral elevation ~~•~O~ ft.
bottom of ,pipe \
Lateral hole size 24- in. @ (o ° in. spacing • J
\ I
holes per lateral, holes total
Lateral volume ~~4 4 gal.
Total lateral discharge rate G.P.M. @ ft. head
pace Z of
4 Q -
L,4
1 r ~ i
0. : I~
r.r
o
LA ,
f
l ✓t J al ~ ,i
ot s ~
e+► a ''1"
-IT -;E ci
YST. l'
4 "Cool
c}~ f 4 7L
8°
T AB R AND ,4N ll to ' o
J~ia,i.° iu ? >J i tau , SQ
~a 'S D D N Ir
CQRR£
~ z~-~~, cross ~4L
,-2,
u
Y oc~ t d( ate o.+t T &A
r~~ OrV l V~ Y ~.q Ki'V.,
b
1
Q~av
m
N a t; Y oc~ ba.:k = ~ 3
1
14.4-Z ~
1AGE SYs*'sM
a nal
DONS
LAV, it A
6~ f~~ xS
r pt".,
~edl)i:i. ~
SEE CORM E
\ ah V : mow.
O 5-
L.r• I
t4.q~
! T
too,lo
X: lz ST `~Q.b A.M G.D. OY Cp V.>` 14~O.Ja n.\ A. Vv~
O ; 4', (P V C - lt.~ dO\ IJa- 4-: 0 a- ( -fro (sa, ~ c b ~e .0 b a V
A aL.,. 1 ~-d1.w.:v►~►.1-0~ 2.1, j,Ow o...Qt o ~ c
Z" njc zed. 4,o
5.0 l S•o l I 1.o I S•o I S.a'
~ l l }.o tl ~
40 -4t CL64A~
Cojitionailly
LABOR AND IAN RGLA1 UNS
0" SA C31N
o S
SEE CORRE CE
\ \ Z"
VEUT CAP ~
4"C.I. VENT PIPE IF' 40,
APPROVE LO I • \
T WEATHER PROOF
JUMCTIOKJ BOX MANHOLE COVER
25' FROM DOOR, „ w~ wgRraN G•
WINDOW OR FRESH ,Z I LAQ'ffL-
AIR INTAKE I
GRADE ~ I
Q4.,,, . g s.~ I 4„
COQDUIT
PROVIDE I
AIRTIGHT SEAL I I (I
/ -CR g + .~~,4s , dZeS l2u lT 14.5 } " I I I i APPROVED JOINTS
vQ x.~ Q t.S AGE SYS~ Ems- I III w/c.I. PIPE
Ells S E w I I I ALARM EXTEWDIAIG
ONTO SOLID SOIL
I I ors
VIM
0,
x°1yL~F, RI`D S PUMP OFF
BLOCK
CQ~RE
i
SECTION 100
HYOR-0-MRTIC DIMENSIONAL DRAWINGS
pumps & PERFORMANCE DATA
MODEL: OSP33 SUBMERSIBLE SUMP PUMP - MAX. SOLIDS SPHERE -1750 RPM
Lit. No. 113.5 348
/ FIN OTAL
t / HEAD '/,o HP MOTOR
FT.
24 V~
22
20 gOC9A
9
,e c'T1-
16
14
12
10
8
-1-
1 1
6 FULL LOAD
AMPS AT 115 V.
4 6.5
2
0 10 20 30 40 50 60
C U.S. GALLONS PER MINUTE
319
MODEL: OSP33 l
4 4 7
Q
p 43A Q
Q 51/4
o Q
91/4 4
Q
11/4 STD.
25/16 PIPE THD.
( 5/18
L.0 43/a
NOTE: CASTING DIM. MAY VARY t 1/a
SAFETY & BUILDINGS DIVISION
201 E. Washington Avenue
P.O. Boa 7969
Madison, Wisconsin 53707
State of Wisconsin
Department of Industry, Labor and Human Relations
July 19, 1991
T014Y CATURIA
CTM 11 "X"
GLENW00D CITY WI 54013
Plan I.D. No. S91-40563-P
Dear Mr. Caturia:
' ate: Tony Caturia - Residence
Private Sewage System
NE,SW,23,30,15W
Town of Glenwood City, St. Croix County, WI
Your petition for a variance to section ILHR 83.23 (1)(d), Wisconsin
Administrative Code, has been reviewed.
The rule being petitioned requires a mound system site to have a minimum of
24 inches of suitable natural soil.
The variance requested was to install a replacement mound system on a site
with 16 inches of suitable natural soil.
The following comments were made in the petition analysis:
1. In reviewing the petition, it was noted that the request was similar to
other petitions accepted by this department under petition numbers
S89-033040 S89-03318, and S90-00012.
2. Based on the precedent established by the previous petitions, this,
,petition for variance is being processed as permitted by Wisconsin
Statute Section 101.02 (6)(g~.
"Departmental Action: Approved.
- ~ r
SRD 69281 R. 91191)
t
- .rte - -
SAFETY & BUILDINGS DIVISION
201 E. Washington Avenue
P.O. Box 7969
Madison, Wisconsin 53707
State of Wisconsin
Department of Industry, Labor and Human Relations
TONY CATURIA
Page 2
July 19, 1991
This approval is granted with the understanding that all of the uetitioner's
statements and any conditions of approval cited above will be carried out.
Prepared by: ZVI
eras Swim
ft n Examiner
Private Sewage S ction
(608) 785-9334
1117,11
Departmental Signature: r~ Date•7
yer,
Director, Office of Division Codes and Application
't
GMS:389WPP3
Enc.
cc: Leroy Jansky, Private Sewage Consultant - District 5, Chippewa Falls
Thomas Nelson, Zoning Administrator - St. Croix County
Joe Mlenter, MP 5558
SBD 6928 (R. 01191)
ST. CROIX COUNTY
t WISCONSIN
. ; y.r yr) ^l
ZONING OFFICE
ST. CROIX COUNTY COURTHOUSE
x: 911 FOURTH STREET • HUDSON, WI 54016
- = (715) 386-4680
July 2, 1991
Division of Safety and Building
Bureau of Plumbing
P.O. Box 7969
Madison, WI 53707
Dear Sir:
An on site investigation of the Tony Caturia property, located
in the NE 1/4 of the SW 1/4 of Section 23, T30N-R15W,
Municipality of Glenwood City, St. Croix county, revealed 16" of
suitable soil with an additional 20" of sand fill for an onsite
sewage disposal making this site suitable for a mound septic
system.
Should you have any questions, please feel free to contact this
office.
Sincer ly,
James K ompson
Assistant Zoning Administrator
cj
I.
! SAFETY & BUILDINGS DIVISION
State of Wisconsin
Department of Industry, Labor and Human Relations
PRIVATE SEWAGE PLAN APPROVAL Western Regional Office
2226 Rose Street
LaCrosse, Wisconsin 54603
RED CEDAR PLUMBING Owner: TONY CATURIA
1120 NORTH BROADWAY HIGHWAY "X"
MENOMONIE WI 54751 GLENWOOD CITY WI 54013
RE: Plan Number: S91-40563 Date Approved: July 22, 1991
Gallons Per Day: 300 Date Received: July 15, 1991
Project Name: CATURIA - RESIDENCE Location: NE,SW,23,30,15W
Town of GLENWOOD CITY County: ST CROIX
The plumbing plans and specifications for this project have been reviewed for
compliance with applicable code requirements. This approval is based on Chapter
145, Wisconsin Statutes and the Wisconsin Administrative Code. The plans are
stamped 'conditionally approved'. This approval is contingent upon compliance with
any stipulations shown on the plans. All items that are noted must be corrected.
All permits required by the city, village, township or county shall be obtained
prior to construction. The licensed plumber responsible for this installation
shall keep one set of plans with the department's approval stamp at the
construction site. The installer shall notify the appropriate inspector when
inspections can be made.
This approval will expire two years from the date approved or if a sanitary
permit is obtained, it will expire the day the initial sanitary permit expires.
The Section of Private Sewage has reviewed these plans for private sewage system code
requirements only. These plans have not been reviewed for the code requirements
set forth in Section ILHR 82 for general plumbing or in Chapters 50-64 of the
Wisconsin Administrative code.
This approval is for the following components only:
- REPLACEMENT PETITION
- REPLACEMENT MOUND
Inquiries concerning this approval may be made by calling (608) 785-93
Sincerely,
cc 0 c~ t4`
Z c
GERARD M. SWIM
Section of Private Sewage
Division of Safety and Buildings
PPP039/0009n/41
cc: TONY CATURIA X Private Sewage Consultant
S11D 6423 ill. 01/911
s
- - -
SAFETY & BUILDINGS DIVISION
201 E. Washington Avenue
P.O. Bog 7969
Madison, Wisconsin 53707
State of Wisconsin
Department of Industry, Labor and Human Relations
July 19, 1991
TONY •rCATUR IA
CTH W 11XII
GLENWOOD CITY WI 54013
Plan I.D. No. S91-40563-P
Dear Mr. Caturia:
Re: Tony Caturia - Residence
Private Sewage System
NE,SW,23,30,15W
Town of Glenwood City, St, Croix County, WI
Your petition for a variance to section ILNR 83.23 (1)(d), Wisconsin
Administrative Code, has been reviewed.
The rule being petitioned requires a mound system site to have a minimum of
24 inches of suitable natural soil.
The variance requested was to install a replacement mound system on a site
with 16 inches of suitable natural soil.
The following comments were made in the petition analysis:
1. In reviewing the petition, it was noted that the request was similar to
other petitions accepted by this department under petition numbers
S89-03304, S89-03318, and S90-00072.
2. Based on the precedent established by the previous petitions, this
petition for variance is being processed as permitted by Wisconsin
Statute Section 101.02 (6)(g),
Departmental Action: Approved.
I
SBD 6928 (R. 01/011
- - -
:I SAFETY & BUILDINGS DIVISION
201 E. Washington Avenue
P.O. Box 7969
Madison, Wisconsin 53707
State of Wisconsin
Department of Industry, Labor and Human T,ations
TONY CATURIA
Page 2
July 19, 1991
This approval is granted with the understanding that all of the petitioner's
statements and any conditions of approval cited above will be carried out.
Prepared by:
e w m i
y .
Pan Exam-ine~Jction
Private Sewage (608) 785-9334%
Departmental Signature: Date:,
da'` ~ eyes, ~
Director, Office of Divisio4 Codes and Application
GMS:389WPP3
Enc.
cc: Leroy Jansky, Private Sewage Consultant - District 6, Chippewa Falls
Thomas Nelson, Zoning Administrator - St, Croix County
Joe Tenter, MP 5658
SRD69281R.91/911
DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS
INDUSTRY, C DIVISION
LABOR AND PERCOLATION TESTS (115) MADISOP.O. BOX 7969
N WI 53707
HUMAN RELATIONS
(ILHR 83.0911) & Chapter 145)
LOCATION: SECTION: 'FeWNSm "Ptid1UNICIPALITY: OT NO.: BLK. NO.: SUBDIVISION NAME:
NE 1/4 SW 1/4 23 /T30 H/R 15 w Glenwood City - - NA
COUNTY: MAILING ADDRESS:
St. Croix Tony Caturia CTHW "X", Glenwood City, WI 54013
USE DATES OBSERVATIONS MADE
NO.BEDRMS.: COMMERCIAL DESRIPTION: ❑ New PROFILE DESCRIPTION ]PERCOLATION TESTS:
Residence 2-3 NA Replace 4/26/91 5/4/91
RATING: S= Site suitable for system U= Site unsuitable for system
CONVENTIONAL: MOUND: IN-GROUNDPRESSURE: SYSTEM-IN-FILL OLDING TANK: RECOMMENDED SYSTEM: (optional)
❑S EIU OS ❑U ❑S ❑X U ❑S El U ❑S DU Mound
If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the
under s. ILHR 83.0915) (b), indicate: NA Floodplain, indicate Floodplain elevation: NA
PROFILE DESCRIPTIONS
BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH
NUMBER DEPTH IN, ELEVATION OBSERVED EST. HEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.)
1 40 99.2 No 30 0-10 10YR 3/3 sil 1 m sbk mvfr as w/ 2f&m roots, 10-30
B 10YR /4 sil 2 m sbk mvfr s w/ mt ores & root channels & w/ 1f roots & w/ common G si coats on eds
30-40 10YR 5/4 s cl w/ c2d-p R-G mots
B- 2 38 99.6 No 31 0-12 dk Bn sil, 12-14 Gy-Bn sil (remnant E-horizon), 14-31
Bn si w/ f2d R- y root mots & w common Gy si c ats on peds & w/ occasional dk Bn c skins on peds, 31-38 Bn
B_ sicl / c2d-p R- y mots
No 31 0- 1 R 313 si , 9-31 10YR 4/4 si w common Gy si coats
B_ on pe s, 31-35 1 YR 4/4 sicl w/ 2f Gy mots
No U-10 dk n si , 10-13 10YR 5/3 sil remnant E-horizon ,
B- 13-33 n sil, 33135 Bn sicl
5 50 94.7 No 12 0-10 dk Bn sil, 10-12 Gy-Bn sil, 12-50 Bn sil w/ c2d-p R-Gy
B-
PERCOLATION TESTS
TEST. DEPTH , WATER I HOLE TEST TIME DR 1 WATER LEVEL-INCHES RATE MINUTES
F
f NUMBER INCHES AFTER SWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 -PERIOD PER INCH
P- 1 24 No 2
p- 2 24 No 20 1 4/16 16
P- 3 24 No 20 1 10116 1 5/16 1 5116 15.9
P_
P_ P-1 - -2 - P-3 contour is 99.4• P-2 i 5' downslo e of trai ht line
P-
PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori-
zontal 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
of land slope.
SYSTEM ELEVATION 100.4
{ ! i ; i g
-B-5 (cunt)r4ots some w/F arid( E
she W~Wt -roots
t
site is uniform topography s,od/tield with well structured silt lodm soils!
t~ere~is rood to,aecbmode3to a lon9 nary
_ w
Q ound which should work, fine_,on~the,~p ,soi i s
t
i i
i6sta4, -51' -x,'5 rock ~bed mound"f r 2_bT (5"_ x 75",,for,- 3. br) w/ upsl:ooa atfga" b f f oct~ bed on 99.4 contour
3
see attached page 2 for plot plan
-.,a.... f _ ......e 3.....,.. a s-.. ...e _ -
t 3 - V
I ~ L _ A
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E
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E
I, the 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
Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief.
NAME print TESTS WERE COMPLETED ON:
Henry F. Grote 5/4/91
ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional):
PO Box 57, Knapp, WI 54749-0057 3065 5-2681
CST SIG A URE: c..
DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. page 1 of 2
DILHRSBD-6395 (R. 10/83) - OVER -
INSTRUCTIONS FOR COMPLETING FORM 115 - SBD - 6395
To be a complete and accurate soil test, your report must include:
1. Complete legal description;
2. The use section must clearly indicate whether this is a residence or commercial project;
3. MAXIMUM number of bedrooms or commercial use planned;
4. Is this a new or replacement system;
5. Complete the suitability rating boxes. A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL OTHER
SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS;
6. PLEASE use the abbreviations shown here for writing profile descriptions and completing the plot plan;
7. MAKE A LEGIBLE diagram accurately locating your test locations. Drawing scale is prefered. A separate sheet
may be used if desired;
8. Make sure your benchmark and vertical elevation reference point are clearly shown, and are permanent;
9. Complete all apropriate boxes as to dates, names, addresses, flood plain data, percolation test exemption, if
appropriate;
10. If the information (such as flood plain, elevation) does not apply, place N.A. in the appropriate box;
11. Sign the form and place your current address and yur certification number;
12. Make legible copies and distribute as required. ALL SOIL TESTS MUST BE FILED WITH THE LOCAL
AUTHORITY WITHIN 30 DAYS OF COMPLETION.
ABBREVIATIONS FOR CERTIFIED SOIL TESTERS
Soil Separates and Textures Other Symbols
st - Stone (over 10") BR - Bedrock
cob - Cobble (3 - 10") SS - Standstone
gr - Gravel (under 3") LS - Limestone
's - Sand HGW - High Groundwater
cs - Coarse Sand Perc - Precolation Rate
med s - Medium Sand W - Well
fs - Fine Sand Bldg - Building
Is- Loamy Sand > - Greater Than
'sl - Loamy Sand < - Less Than
'1 - Loam Bn - Brown
'sil - Silt Loam BI - Black
si - Slit Gy - Gray
cl - Clay Loam Y - Yellow
scl - Sandy Clay Loam R - Red
sicl - Silty Clay Loam mot - Mottles
sc - Sandy Clay w/ - with
sic - Silty Clay fff - few, fine, faint
'c - Clay cc - common, coarse
pt - Peat mm - Many, Medium
m - Muck d - distinct
p - prominent
HWL - High water level,
surface water
Six general soil textures BM - Bench Mark
for liquid waste disposal VRP - Vertical Reference Point
TO THE OWNER:
This soil test report is the first step in securing a sanitary permit. The county or the Department may request
verification of this soil test in the field prior to permit issuance. A complete set of plans for the private sewage system
and a permit application must be submitted to the appropriate local authority in order to obtain a permit. The sanitary
permit must be obtained and posted prior to the start of any construction.
I Ir
INZ
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