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Parcel 026-1000-30-100 12/01/2005 11:04 AM
PAGE 1 OF 1
Alt. Parcel 01.30.18.2C 026 - TOWN OF RICHMOND
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
O - KNUTSON, WENDELL K & NILA R
WENDELL K & NILA R KNUTSON
1437 CTY RD K
NEW RICHMOND WI 54017
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description ` 1437 CTY RD K
SC 3962 NEW RICHMOND
SP 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC
Legal Description: Acres: 3.350 Plat: N/A-NOT AVAILABLE
SEC 1 T30N R18W NW NE LOT 1 OF C.S.M. Block/Condo Bldg:
6/1563 ALSO THE W 80' OF N 360' OF NW NE
AS DESC IN 850/289 Tract(s): (Sec-Twn-Rn9 40 1/4 160 1/4
01-30N-18W
Notes: Parcel History:
Date Doc # Vol/Page Type
07/23/1997 1151/532 WD
07/23/1997 850/289
07/23/1997 825/307
07/23/1997 823/512
2005 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 06/19/2002
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.350 52,700 186,000 238,700 NO
Totals for 2005:
General Property 3.350 52,700 186,000 238,700
Woodland 0.000 0 0
Totals for 2004:
General Property 3.350 52,700 186,000 238,700
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch 137
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
Parcel 026-1000-30-100 12/12/2005 12:16 PM
PAGE 1 OF 1
Alt. Parcel 01.30.18.2C 026 - TOWN OF RICHMOND
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
WENDELL K & NILA R KNUTSON O - KNUTSON, WENDELL K & NILA R
1437 CTY RD K
NEW RICHMOND WI 54017
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description " 1437 CTY RD K
SC 3962 NEW RICHMOND C~ r
SP 8020 UPPER WILLOW REHAB DIST~~~
SP 1700 WITC
Legal Description: Acres: 3.350 Plat: N/A-NOT AVAILABLE
SEC 1 T30N R18W NW NE LOT 1 OF C.S.M. Block/Condo Bldg:
6/1563 ALSO THE W 80' OF N 360' OF NW NE
AS DESC IN 850/289 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
01-30N-18W
Notes: Parcel History:
Date Doc # Vol/Page Type
07/23/1997 1151/532 WD
07/23/1997 850/289
07/23/1997 825/307
07/23/1997 823/512 -
2005 SUMMARY Bill Fair Market Value: Assessed with:
95275 278,300
Valuations: Last Changed: 06/19/2002
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.350 52,700 186,000 238,700 NO
Totals for 2005:
General Property 3.350 52,700 186,000 238,700
Woodland 0.000 0 0
Totals for 2004:
General Property 3.350 52,700 186,000 238,700
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch 137
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
A:, I1UlLT :-,A14iTAlkY 'JY~,IL.H M-l'"I"
UWHI.-K -L~4 4 4, ~L'f~~~ - TOWN, Ii, WW
citu lx COUNTY, W t l-lculv-l~'ltv
:,UUU1V1:ilUN LU'i' JV c LOT ULLL~~.f _
-
PLAN V 1 L W
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l9vdLlun Ut v~rCic~j ,rutr;runu~: IJu1nL uL :AIL4
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aiaau LLy
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a n d wu d U l rr ulub m lr ~j.~,~
Typo 'ot wurnlny, day r -
NULU1NG TANK: MulWfUCLurc:r lVu,i~l,c, „I 8ullull:,
l'luvaClulr ut ulatillulu cuvul
't'yl,~ ut y~nrilll►~ vuvlur.
SiLL:PA'L PIT SIZE Nuuthcr ut t,It I L: k: t Ali 11111 t l
tuuL ligUtd dLpLh_---- UCcllLLuc 111t !lllcl I,ii,c CicV AL loll
i1uLLULU Ut annNMj~u i,1L &;l•;vlal lu►i lcct /
~L1,VAGL til::U SIZK, nLUlibu1C U1 l llicu ~ wl~lt Ii 1L i1,t L l
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0111 LU - - - 1' Llll 111 l-It UN I t 1lS ~~i Z~s/vCG:~~KS-~~
L.LL:i.W.l- NL)Mhl'Ai
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s6;"- %7.11 s,~CS
DEPARTMENT OF INDUSTRY, INSPECTION REPORT FOR iq a 00 0-) SAFETY & BUILDINGS
4ABOR & NI10MAN RELATIONS PRIVATE SEWAGE SYSTEMS DIVISION
P.O. BOx 7965 BUREAU OF PLUMBING
MADGS( N, WI 53707
❑CONVENTIONAL DALTERNATIVE State Plan I.D. Number:
of assigned)
E] Holding Tank % In Ground Pressure 1:1 Mound ~ ..11 ,
INSPECTION DATE:
OF PERMIT HOLDER: i DRESS OF PERMIT HOLDER:
-All / r Yl! .1 ? k t'~ 1
BENCH MARK (Permanent reference D int ESCRIBE IF DIFFERENT FROM PLAN: l } REF. PT. ELEV.: CST REF. PT. ELE V..
Name of Plumber: v MP/MPRSW No.. County: Sanitary Permit Number:
SEPTIC TANK/HOLDING TANK:
MANUFACTURER: LIQUID CAPACITY: TANK INLET ELEV.: TANK OUTLET ELEV.: WARNING LAB L LOCKING COVER
PROVIDED: PROVIDED:
/0 5 ~C 5
7 ~v~~7 DYES ONO DYES ONO
BEDDING: VENT DIA.: VENT MAIL.: HIGH WATER NUMBER ROAD: PROPERTY WELL: BUILDING: VENT TO FRESH
ALARM: FEET FROLINE: AIR INLET
OYES ONO DYES ONO NDOSING CHAMBER: L r
MANUFACTURER. BEDDING: ILIOUID CAPACITY PUMP Y0,91 I PUMP/SIPHON MA NUFACTURER. WARNING LABEL LOCKING COVER
9N PROVIDED: PR,~OOVV{IDED:
,FINES ONO
I~ ~,-;,rs~1f OYES O IpYES NO
BUILDING. VENT TFFRESH
GALLONS PER CYCLE: PUMP AND CONTROLS OPERATIONAL. NUMBER OF PROPERTY WELL
M uN ~ 71 ~ AI~NLET
(DIFFERENCE BETWEEN g' ~ FEET FRO 7
el /aa av~
PUMP ON AND OFF) YES ONO NEAREST
SOIL ABSORPTION SYSTEM. Check the s i, moisture at the depth of plowing LENGTH DIAME TEH MATERIAL AND MARKING
or excavation. (If soil can be rolled into wire, construction shall cease until FORCE q l
MAIN
the soil is dry enough to continue.) , ~ -
CONVENTIONAL SYSTEM.
WIDTH. LENGTH NO. OF DISTR. PIPE SPAC G. OV EFT_ INSIDE CIA *PITS LIQUID
BED/TRENCH THENCHES MATERIAL: PIT DEPTH
DIMENSIONS
GRAVEL DEPTH FILL DEPTH DPIPE DISTR. PIPE ISTR. PIP MA RIA O. DISTR N BER OF R PE TY WELL BUILDING. V NT TO FRESH
BE LOW PIPES ABOVE COVER ELEV. INLF I ELEV. END PIPES ET FROM LINE: AIR INLET.
F' i NEAREST
MOUND SYSTEM:
Mound site plowed perpendicular to slope Check the texture of a fill materic4•"for PR VIDE A DIAGRAM OFSYSTEM
and furrows thrown upslope: mound systems to ke certain/that it , REVERSE SIDE. SHOW ELEVA-
meets the criteria r edium s~rfd. IONS MEASURED.
I /T
DYES NO /
SOIL COVER TEXTURE PERMANENT MARKE OBSERVATION WELLS
/ r~DYES ONO DYES NO
DEPTH OVER TRENCH/BED DEPTH OVER TRENCH/BED DEPTH OF TO. OIL. ODDED. SEEDED MULCHED
CENTER EDGES
❑ ES ONO DYES ONO DYES ONO
PRESSURIZED DISTRIBUTION SYSTEM:
WIDTH LENGTH NO. OF LATERAL SPACING GRAVEL DEPTH BELOW PIPE FILL DEPTH ABOV COVER.
BED/TRENCH p TRENCHES 1
DIMENSIONS ~i
MANIFOLD PUM Q ^ MANIFOLD DISTR. PIPE MANIFOLD MATEHIAL IND DISTR UISTH PIP OISTHIBUI ION PIPE MATERIAL a MAHKING
ELEV. ELEV. CIA .-a ELEV PIPES DI A.:
ELEVATION AND 101, 11 g,Z, r',;;} Ipl, l 1 7 v J
DISTRIBUTION
INFORMATION HOLE IZF HOLE SPACING CHILLED COHHECILV COVER MATERIAL VERTICAL LIFT CORRESPONDS TO APPROVED
~'7 PLANS 9 YES _ONO ! DYES }ENO
COMMENTS: PERMANENT MARKERS. OBSERVATION WELLS: NUMBER OF PROPERTY WELL: BUILDING.
FEET FROM LINE
00 ) ~I l YES LINO YES LINO NEAREST
I~13 ~I 1I
I
~.~o
4.A V j j Ito \"..ate ..4
t -
0 I`I 46 6.~2 g
Sketch System on y
ll (i. ~R --~R~tam in county file for audit.
Reverse Side. t`
~I
[.1G,
NATI/HF'.~ s`r r" TI LE f<
DILHR SBD 6710 (R. 01/82)
DEPARTMENT OF APPLICATION SAFETY & BUILDINGS
INDUSTRY, FOR SANITARY DIVISION
LABOR AI\fD PERMIT P.O. BOX 7969
HUMAN RELATIONS (PLB 67) MADISON, WI 53707
Attach plans for the system on paper not less than 8Yz x 11 inches in size. Include a plot plan that is dimensioned or drawn to scale. Horizontal
and vertical elevation reference points must be shown. All appropriate separating distances and physical characteristics as specified in chapter
H-63, Wis. Adm. Code, must be shown. An index page or each page must be signed, sealed and dated by the designer. If designed by a Master
Plumber, the date, signature and license number must be shown. The owners copy or a legible reproduction of the soil test report must be
included.
Property Owner: Mailing ,Address: i /
Property Location: Citp-V+l+ege or Township: County: '
t/4 '/4S /T N/R ix? V (or) W c 'i
Lot N "tuber: 1 Blk N SubdivisioZiNe: Nearest Road, Lake or, Landmark: State Plan I.D. Number:
/ (If assigned)
TYhE OF BUILDI G
Number of
❑ Public* ❑ Variance* ❑ Other (specify)* Bedro-
~ 1 or 2 Family *State Approval Required. oms
.
TOTAL NUMBER PREFAB POURED-IN STEEL FIBERGLASS NEW REPLACE- OTHER
GALLONS OF TANKS CONCRETE PLACE INSTALLATION MENT (Specify)
SEPTIC TANK CAPACITY f X
HOLDING TANK CAPACITY
LIFT PUMP TANK/SIPHON CHAMBER
MANUFACTURER:
EFFLUENT DISPOSAL SYSTEM
PERCOLATION RATE ABSORPTION AREA
(Minutes per inch): PROPOSED (Square feet): ❑ New ❑ Replacement ❑ Experimental ❑ Seepage Bed ❑ Seepage Pit
Alternative (specify) t ;S,rt ❑ Seepage Trench
„
Water Supply: ]Owner's Name as Listed on Soil Test Report (If other than present owner):
Private ❑ Joint ❑ Public
I, the undersigned, hereby assume responsibility for installation of the private sewage system shown on the attached plans.
Name of Plumber: Signature: MP/MPRSW No.: Phone Number:
Plumber's Address: j Name of Designer:
COUNTY/ DEPARTMENT USE ONLY
Si RtuAI~' r e of Issui AgentFe Date: Sanitary Permit Number:
/h APPROVED 1• r ❑ DISAPPROVED
Reason for Disapproval:
Alternate course(s) of Action Available:
Change of ownership, building use or plumber requires a Sanitary Permit Transfer Form (67-T) to be submitted to the county prior to in-
stallation. Failure to comply will void the sanitary permit.
DISTRIBUTION: White-County, Canary-Bureau of Plumbing, Pink-Owner, Goldenrod-Plumber
DILHR-SBD-6398 (N.03/81)
DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS
INDUSTRWY, DIVISION
LABOR AND P.O. BOX 76
H;JWAN tiELATIONS PERCOLATION TESTS (115) MADISON WI 53707
LOCATION: SECTION: TOWN VIP/ME4WAPALITY: LOT NO.:BLK. NO.: SUBDIVI ON NAME:
I '~/a /T~ , N/R ~ 9 (or)
W
A, C,
COUNTY: OWNER'S BUYER'S NA E: IMAILING ADDRESS:
-S
USE DATES OBSERVATIONS MADE
NO. BEDRMS.: COMMERCIAL DESCRIPTION: R F R TONS: 1PERCOLATION TESTS:
Residence ❑New ,Replace
RATING: S= Site suitable for system U= Site unsuitable for system
CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILLHOLDING TANK: RECOMMENDED SYSTEM: (optional)
❑ S U S ❑U ®S ❑U ❑ S R1 U ❑ S MU ~,,F~
If Percolation Tests are NOT required DESIGN RATE: SYSTEM EL V.
If any portion of the lot is in the
under s.H63.09(5)(b), indicate: Floodplain, indicate Floodplain elevation:
PROFILE DESCRIPTIONS
BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH
NUMBER DEPTH IN, ELEVATION OBSERVED EST. HIGHEST TO BEDROCK 1 OBSERVED (SEE ABBRV. ON BACK.)
s 21 - 5r(, r5
~
a" a^
B
B- 7 x - an•
B- 57 V
jL3 3"
B-
B-
B-
PERCOLATION TESTS
TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES
NUMBER INCHES AFTER SWELLING INTERVAL-MIN. PERIOD 1 PERT D 2 PERIOD 3 PER INCH
P- 39
X7
i ,
e -
P-
P_
P-
P-
PLAN VIEW: 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 slop.
SYSTEM ELEVATION zila) s~
kf x ter _
12
3
• .3G
i
a ,
e.._ A T ..o..,> .
ti
t
_
e:
1 r
I
54
fi/Jsr~
.
1, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures methods specified in the Wisconsin
Admimistrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief.
NAME fprint): „ TESTS WERE COMPLETED ON:
AD CERTIFICATION NUMBER: PHONE NUMBER optional):
CST SI TURD:
i ,rte/GJ
p ISTRIBUTION: Original-Local Authority, 2nd page-Bureau of Plumbing, 3rd page-Property Owner, 4th page-Soil Tester.
.,o 1121)
WORKSHEET - PRESSURE DISTRIBUTION NETWORK DESIGN`
PROBLEM
Design a pressure distribution network for a bedroom home. The site
characterisitics are:
Ii Depth of groundwater or bedrock in.
Landslope
Percolation rate- min./in.
Distance from dose chamber to distribution system ft.
Elevation difference between pump and distribution system ft.
'I
i
Step 1. ESTIMATE WASTEWATER LOAD
Step 2. SIZE THE ABSORPTION AREA
A) Area required
~soo
R) Select length 8 3. - ~ d
C) Width is /
D) I will use amanifold.
Step 3. SIZE DISTRIBUTION PIPES
A) Hole size I will use is in.
r
R) Hole spacing I will use is in. r
~.J, e,v S r
I
C) Lateral length is ft.
D)' Lateral size in.
Step 4. DISTRIBUTION PIPE DISCHARGE RATE
31
Step 5. SIZE MANIFOLD
13
A) Manifold length ft.
B) Number of distribution pipes = _i 1 J
i C) Manifold diameter in.
Step 6. SIZE THE FORCE MAIN `
A) System discharge rate
B) Force main diameter `
a
C) Friction loss will be ft./l00 ft.
Step 7. TOTAL DYNAMIC HEAD
A) Vertical lift ft.
B) Friction loss - ft.
C) TDH = ft.
Step B. SELECT A PUMP
Step 9. DOSE CHAMBER SIZE 71
Step 10. DOSE VOLUME
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00, 1
2, S
rl
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t
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.
G ~a
4
,t~IJF ~,rr(
Conditiona
S. a? E PN Srf ria~7 ~C~ I~
fitlOlooc
DEFARWENY OF INDUS`RI. LABOR Al"D FicJ itiif~ie i1 4'111`}i'1u 1 - ?
DlvlslQH t#€ SAFEtY pig PW, 01 us _
y
P:7 3 c 4,
y
Vatio_:
Per--anent : ar?>ers
i ;
111
i~
PVC pir_e from burspi ng
chamber
i
/gam j
# I ! ar_ii o l c_ pi-De PV C
f
3111
j 3~1f f'
Distribution Pipes
I \ PVC
-s ca
hoe: ^_uaced o
i
it
.ate fli a~
CEr'APTIVENT OF ItdDUl TRY, LANOR f"IU
Diviloll OF SA4j 41D I"' ""s
EE ESt
.