HomeMy WebLinkAbout038-1211-20-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
487939 0
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal infoarfation you provide may be, used fej secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: ' City Village X Township Parcel Tax No:
Marek, Darin Star Prairie, Town of 038- 1211 -20 -000
CST BM Elev: Insp. BM Elev: BM Description: Section /town /Range /Map No:
/60, ' 3 GS- 13.31.18.1150
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic `>< Benchmark
Alt. BM
� �, ►�--- I �
Aeration Bldg. Sewer 7 b V
Holding St/Ht Inlet 7, $ 9�
TANK SETBACK INFORMATION St/Ht Outlet ! S
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
1
Septic 7 A) Z
A , 2-1 i _ Dt Bottom
Dosing `f �- Header /Man. 17 •5 9L•
Aeration Dist. Pipe 'q 9 ( P
4,7
Holding - - -_ Bot. System Red 0
PUMP /SIPHON INFORMATION Final Grade L+,
Manufacturer Demand St Cover
GPM
Model Number
TDH 1 1-illt Friction Loss System H TDH Ft
I--
- 1
Forcemain Length Dia. Dist. to well
SOIL ABSORPTION SYSTEM
BEDITRENCH Width i Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS
3
SETBACK SYSTEM TO P/L JBLDG IWE LL LAKE /STREAM LEACHING Manufacturer: r
INFORMATION Type Of System: a ' r CHAMB T Model Number:
OR 1 a 1
h� �Z �lz A J r.
C fl/111 / V
DISTRIBUTION SYSTEM / f°ccG+n ZZ qz �
Header /Manifold / Distribution x Hole Size x Hole Spacing Vent to AirJntake
r I P � O \ Z r
Lngt
Length Dia T Length Dia Spacing e e
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded /S dded xx Mulched
Bed/Trench Center
Bed/Trench Edges e Topsoil \ Yes No Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2:
Location: 1363 212th Avenue Star Prairie, WI 54026 (NW 1/4 SE 1/4 13 T31N R1 Northgate II Lot 60 Parcel No: 13.31.18.1150
1.) Alt BM Description = �' k � 60) C t^a. w,S 4" Lo /, o o,„
2.) Bldg sewer length = Zq
- amount of cover
L - - -- - /- - - -- - - - - - - -- -
Plan revision Required? �, 1 No
, Yes �
Use other side for additional information.
Date Insep or's S' ture Cart. No.
SBD -6710 (R.3/97)
r
S an 1j, Cozen ` 4 n0 S
201 W ve. ~", . J
W Bison, o7-7162 Sari Permit N um b er (to 2 filled in by Co.)
ISC' 608) -31 p01
Department of commerce Sta PIanLD.Number
Sanita Permit Applicati i )
In accord with Comm 83.21, Wis. Adm. Code, personal informs n yo oy < (. V ( Proj Address (if different than mailing
may be used for secondary purposes Privacy Law, s15- (
36 2i 2
m A
I. Application Inforation - Please Print All Information 1 # Jt Lot # Block #
Property Owner's Nam ✓ V
" a
4 (�` �/ tz property Location
p Owner Mailing Address Section
1
0/0 Zip Code Phone Number
ctrcl one)
City, State V ol T N: RE r W
l
/ p � t � SS Number
4- / check all that apply) dVj r _ S 'µ t Subdivision Name
II. ype of Building ( - vt o
2 Family Dwelling - Number of Bedrooms d
Qcity Dvillage ship o -�-
❑ Public/Commercial - Describe Use
❑ State Owned - Describe Use
Permit: (Check only one box on line A. Complete line B if applicable) [] Other Modification to Existing System
lII. Type of a Tank Replacement Only
p, ❑ Replacement 13 Treatment/Holdina
w System t System List Permit Number and Date Issued
C1 Change of E] perm Transfer to New
B. ❑ permit Renewal ❑ petmitRevision Plumber Owner
Before Expiration
e of POWTS S stem' Check a!1 that apply) e pass Sand Filter
IV. < 24 in. of suitable soil ❑ At ❑ Single
_Pressurized In- Ground 11 Mound ? 24 in. of suitable soi I ❑Mound
❑ Auobic Treatme and Filter nt Unit ❑Recirculating S Q
clued In rrnd Q Holding Tank E] peat Filter Q� -plain)
Weiland ❑Press g Ober ❑ Drip Lin ❑Gravel -1 s iPe tZ
i
Recirculating Synthetic Media Filter X Dis ersa1 AreaPropos (s System
v. Dis ersa Elevatio
VTreatt tent A re a ormation: Area Required p
earn Application Rate(gpdsfJ Dispe id (s
DesiFlow (gpd) Design Soil App / 6 Fiber Plastic
'� � Prefab Site S
J;� Manufacturer Constructed Glass
Capacity in Total Number oncrete
vI. Tank Info Gallons Gallons of Units
New Existing "t r
Tanks Tanks
Septic or Holding Tank C
Aerobic Treatment Unit
Dosing Chamber on the att ached p�n� 11
ned, ass Possibility for installation of the YOWTS shown $USIne55 Yhone Number
VII. Responsibility state t- t Plumber' the undersigned,
Si MP/MPR �J/ L �// / (` —✓
Plumber's Name (Print) ,f�iJ ` (, �/ v
City, State, e
Plumber's Address (Street, tY � V ` t✓
Date Issued
Sanitary Permit Fee ncludes Groundwater
Iss - Agent Signature OS
VIII. Cozen /De arhnent Use On Sanitary
X Approved ❑ Di pprov Surcharge Fee) � s
� Reason r Denial
IX. Conditions Approv
SYSTEM OWNER:
1 Septic tank, effluent filter and
dispersal cell must all be serviced / maintained
as per management plan provided by plumber
2. All setback requirements must be maintained
as P erapplicable code /ordinance
Attach complete Plans (to the County only) for the system on paper not less than 81/2 z 11 inches in size
SBD -6398 (R. 01/03)
P OT PLAN
PROJECT Darin Marek ADDRESS 1306 210th Ave New Richmond Wi 54017
NW 1/4 SE i / 4S 13 /T 31 ga/R 1 n LIFT TANK SIZE W TOWN Star Prairie
COUNTY ST. CROIX
MPRS Shaun Bird 226900 10/10/05 3
DATE BEDROOM
CONVENTIONAL XXX IN -GROU PRESSURE CONVENTIONAL LIFT HOLDING TANK
1000 llos
MOUND SEPTIC TANK IZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7
ABSORPTION AREA 684 # of chambers 22
,BENCHMARK V.R.P. Top of 1" pvc pipe
ASSUME ELEVATION 100' Filter Zabel A -100
❑ BOREHOLE O WELL *H.R.P. Same as Benchmark
SYSTEM ELEVATION 95.5/95.4 5' below grade
Well is to meet all Pro 3
se b ca ks required by Bedroom Plans Designed Using
WDNR House Conventional Powts
Manual Version 2.0
15'
ST
2 -3' X 69' - ells with 3'spacing
305' Property Line 20'
B - 4 80'
-5
Vents
B -3 0'
22'
B -1 60' 20 B -2
/Coverjr
Standard Biodiffuser
O f Leaching Chamber
with 31.1 ft2 of Area
6' 140
34" Grade at System Elevation
202' Property Line
Alt.B.M.
105' Property Line Ov—B.M.
G
PROJECT Darin Marek P OT PLAN
ADDRESS 1306 210th Ave New Richmond Wi 54017
NW ' 1/4 SE 1 /4S 13 /T 31 /R 1 W TOWN Star Prairie
COUNTY ST. CROIX
MPRS Shaun Bird 226900 10/10/05 3
DATE BEDROOM
CONVENTIONAL XXX IN -GROU PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK IZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 684 # of chambers 22
BENCHMARK V.R.P. Top of 1" pvc pipe ASSUME ELEVATION 100' Filter ZabelA -100
❑ BOREHOLE O WELL * H. R. P. Same as Benchmark
SYSTEM ELEVATION 95.5/95.4 5' below qrade
Well is to meet all Pro 3 Plans Designed Using
se b ca ks required by Bedroom Conve 'final Powts
WDNR House
Ma al Version 2.0
i
15'
ST
2- 3',69' Cells with 3'spacing
305' Property Line 20 j
B 80'
-
-5
Vents
B -3 0'
22'
B -1 60 20 B -2
tL. St
andard Biodiffuser
Leaching Chamber
with 3 1. 1 ft2 of Area
140 Grade at System Elevation
34
202' Property Line
Alt.B.M.
105' Property Line M.*
LOW ",,�"' aftfw �'• SOIL AND SITE EVALUATION REPORT Pape 1 of 3
DIWWW Of $etch► a Wkingo In accord with ILHR 83.05, Wis. Adm. Code
mom
Attach COMPiete $ite plan on Paget not leas than 81/2 x 11. inches in size. Plan must inducts, but S • Croix
not limited to vertical and horizontal rNerence point JW , direction and % of atoper: scale or PARCEL I.D. e
dimonwon.d, north arrow, NObc&Wn and dwance to nwrost road. 036- 1055 -95
APPLICANT INFORMATION— PLEASE PRINT. ALL INFORMATION QBY DATE
PROPERLY OWNER: [EF1 OCATION
Greerwood ises Inc. W 1/4 SE 1t4,S 13 T 31 .N.R 18 5W W
PROPERTY OWNt R :3 MAILING ADDRESS OCK i� SURD. NAME OR CSM t
1416 Third St. a NorthGate
CITY, STATE ZIP CODE PHONE NUMBER ILLAGE ESOWN NEAREST ROAD
HWISon WY. 54016 (713 386 - 3674 1 Star Prairie 212th Ave.
hi New ConsmiWon Use Residentiall Number of bedrooms 4 [ Addition to existiN building
t ! RepMcement i I Public of commercial desaibe
Code deritied dally. Now 6QQ _ 9pd Recommended design loadm9 tM __.7 _ __ , 9P .�— tfend► pPd
Absorption a►ea regard 858 bed. t1 750, henrh. tl I num design idadinp rate .7 gpdJli .8 bench, WW
Ra mended kAlbation surfim eleaati *) 9g. tt (as refer W to site plan benchmark)
Ad*oneil design I W oonelderaom _ A
LU : en t lotltmob Flood plain elewabon, N app raft na It
u`" to `" ® o ou 0 S du �" sou ®s�" ou a s i t;
SOIL DESCRIPTION REPORT
Boring P R430-84 epth Dominant Color Mottles Texture Structure Consistence Boundsy Roots GPD/it
�. .
In. Munsetl Ou. Sz. Cord. Color Gr. Sz. Sh. BW a nch
3 rt
1 12 10 r 3 one 1 2msbk mfr W if .5 .6
-21 I r 4/4 none sici 2msbk mfr gw if .4 .5
Gmund -30 10 r 5/4 none sil icsbk mfr .gv na .2 .3
elev.
100. 7.5 r 4/6 none cos 05 m1 na na .7 .8
Deep► to -'
inviting
tads q S. 5D
+ 84"
Remarks:
Boring
3 3 none . 1 2msbk mfr If .5 .6
2 2 10 - 25 10 r 4/4 none sicl 2msbk mfr 9v if .4 .5
Gtotmd 3 25-35 10yr 5/4 none sil icsbk mfr 9w na .2 .3
100._ 4_ fL
-8 .5 r 4 6 e cos mi na na .7 .8
t0 `�ZQ �} Y-
WIN
+84" 1
Remarks:
CST Name: — Please Rira C3 L. Steel Phone: 715- 246 -6200
Address. 1554 200th: Ave-Alew Riduwnd. WI VO 1
signatum: r. Date: 11 -7 -98 CST Number: m0M
Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix
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. 038 - 1055 -95
APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
Greenwood Enterprises, Inc. GOVT. LOT NW 114 SE 1/4,S13 T 31 N,R 18 Igor) W
PROPERTY OWNER':S MAILING ADDRESS LOT # I BLOCK # SUBD. NAME OR CSM #
1416 Third St. 60 na NorthGate
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY []VILLAGE [2[OWN NEAREST ROAD
Hudson, WI. 54016 (715 386 -3674 Star Prairie 212th Ave.
[ New Construction Use [ ] Residential / Number of bedrooms 4 Addition to existing building
(] Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate .7 bed, gpd /ft .8 trench, gpd /ft
Absorption area required 858 bed, ft 750 trench, ft Maximum design loading rate .7 bed, gpd /ft .8 trench, gpd /ft
Recommended infiltration surface elevation(s) 96.60 ft (as referred to site plan benchmark)
Additional design / site considerations na
Parent material outwash 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 ❑ U ®S ❑ U ® S ❑ U 19S ❑ U ®S ❑ U ❑ S 1311
SOIL DESCRIPTION REPORT
Boring # Horizon
Depth Dominant Color Mottles Texture Structure Consistence Boundary Root s GPD /ft
in. Munsell Du. Sz. Cont. Color Gr. Sz. Sh. Bed Trends
...,1.,..' >' 1 0 -12 10 r 3/3 none 1 2msbk mfr gw if .5 .6
2 12 -21 10 r 4/4 none sicl 2msbk mfr gw if .4 .5
Ground 3 21 -30 10 r 5/4 none sil lcsbk mfr gw na .2 .3
elev.
1 00. it. 4 30 -84 7.5 r 4/6 none cos osg ml na na .7 1 8
Depth to
limiting
factor
+84
Remarks:
Boring #
1 0 -10 10 r 3/3 none 1 2msbk mfr gw if .5 i .6
2 10 -25 10yr 4/4 none sicl 2msbk mfr 9w if .4 .5
Ground 3 25 -35 10 r 5/4 none sil lcsbk mfr gw na .2 .3
100 ft. 4 35 -84 7.5 r 4/6 none cos os ml a, ;, na .7 .8
Depth to V L
limiting
factor p ', f 9$
+84" K5(� S 't
COUNTY
_ '
Remarks: ` ZONING OFFICE f
CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 - -
Address: 1554 200th. Ave., Richmond WI 017 -.._._-- i
Signature: Date: 11 - - CST Number: m02298
J
PROPERTY OWNER Greenwood Enterp SOIL DESCRIPTION REPORT Page _2 _ of 3
PARCEL I.D. # 038 - 1055 -95
y
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bound3y Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
3
-1 fr w f .5 .6
2 12 -26 10 r 4/4 none sicl 2msbk mfr gw if .4 .5
Ground 3 26 -32 10 r 5/4 none sil lcsbk mfr gw na .2 .3
elev.
1 00.6 ft. 4 32 -84 7.5 r 4/6 none cos osg ml na na .7? .8
Depth to
limiting
factor
+84" 'ja
Remarks:
Boring #
- none 1 2msbk mfr w if .5 .6
€... 2 12 -25 10 r 4/4 none sicl 2msbk mfr w if .4 .5
Ground 25 -29 10 r 5/4 none sil icsbk mfr gw na .2 .3
4 29 -84 7.5 r 4/6 none cos os ml na na .7; .8
10 . 1t. —
Depth to --
limiting
factor J- s "�
+84 5312 Z
Remarks:
Boring #
1 0 -12 10yr3 /3 none 1 2msbk mfr gw if 1 .5 .6
5 2 12 -25 10yr4/4 none sl 2msbk mfr gw if .5 .6
3 25-84 7.5yr4/6 none ms Osg ml na na .7 .8
Ground
elev.
10 ft.
Depth to 9 �5�
limiting
factor
+
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD- 8330(8.05/92)
t r
STEEL'S SOIL SERVICE
Gary L. Steel Greenw000d Enterprises, ' Inc. 1554 200th Ave.
CSTM2298 NW4SE4 S13- T31N - New Richmond, WI 54017
MPRSW -3254 town of Star Prarie (715) 246 -6200
lot #60- NorthGate
This soil evaluation was conducted to satisfy a zoning requirement, it may or may
not be suitable for your use. The location of the test may or may not be as shown
as permanent lot lines were not established at the time the test was conducted.
M.= top of 1" pvc pipe @ el. 100'
Alt. BM.= top of 1 pvc pipe C el. 101.10'
2�
Gary L. Steel
11 -7 -98
Maintenance and Contingency Plan for a Septic System
Maintenance Plan
1. Septic Tank is to be pumped once every 3 years.
2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in
order to extend the maintenance interval of the filter.
3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of
the cells.
4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system.
5. The owner agrees to save this plan.
6. Do not plant trees nor park nor drive over system.
7. Watershed is to be diverted away from system.
8. Discharge into system is not exceed those required as per Comm. 83
ntin ncy Plan
Option #1 If system fails, determine cause of failure, use alternate area and install new
s tested replacement area.
Option #2. Install system at a lower elevation, by removing chambers, removing biomat,
and install new system.
Option#3. No adequate area is suitable for replacement area, and system elevation
cannont be lowered. Install holding tank as last resort.
3. Replace any other failing components as needed.
Plumber: Shaun Bird 715 - 246 -4516
St. Croix County Zoning 715- 386 -4680
Pumper Tom Mondor 715 - 246 -5148
Shaun Bird #226900
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer Dw I rI (y) Q/1 0
Mailing Address 1 U /Ur.� .�J ►� ��C� >7titi.J � 5 �) 7
Property Address 3
(Verification required from Planning & Zoning Department for new construction.)
City /State Parcel Identification Number
LEGAL DESCRIPTION
Property Location &(J /a , 5/F -A,, Sec. --! T 2 1;4 N R 1 W, Town of
�
Subdivision
Certified Survey Map # ----- , Volume , Page #
Warranty Deed # � O: , Volume 2 9 2 ' G , Page # 0
Spec house 0yes no Lot lines identifiable Oesno
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
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 pumper. What you put into
the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance
responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site
wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
less than 1/3 full of sludge.
I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the
standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin.
Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning &
Zoning Department within 30 days of the three year expiration date.
Uwe certify that all statements on this form are true to the best of my /our knowledge. Uwe am/are the Qwner(s) of the
pro pe escribed above, by virtue of a warranty deed recorded in Register of Deeds Office.
SIGNATURE OF APPLICANT(S) DATE
** Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * **
Include with this application a recorded warrant deed from the Register of Deeds Office and a copy of the certified survey map if
PP Y �
reference is made in the warranty deed.
(REV. 08105)
U. 2826 P 180 — '981dZ'�
KATHLREN H. WALSH
STATE BAR OF WISCONSIN FORM 1 — 1998 REGISTER OF D
WARRANTY DEED
RECEIVED FOR RECORD
Document Number 06/20/2005 11:36AH
This Deed, made between Earl L. Mielke and Nanc J. Mielk WARRANTY DEED
husband and wife Grantor, an mar , (N t] tfeV i'(WY� t EXE?PT !
Grantee.
Grantor, for a valuable consideration conveys to Grantee the following REC FEE: 11.00
described real estate in St. Croix County State of TRANS FEE: 219.00
COPY FEE:
Wisconsin (the "Property "): CC FEE:
PAGES: 1
Recording Area
Name and Return Address
D
IN-4A SS gmti
038 1211 10 000
Parcel Identification Number (PIN)
This is not homestead property.
(is) (is not)
Lots 59 an 60, orthgate II, Town of Star Prairie, St. Croix County, Wisconsin.
Together with all appurtenant rights, title and interests.
Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances
except
Dated this 20th day of June 2005
(SEAL) (SEAL)
Earl L. Mielke Nancy J. Mielk
(SEAL) (SEAL)
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) WEN State of Wisconsin,
authenticated tI& AT E dQFaf W 1 SCO N S 1 N St. Croix County
Personally came before me this 20th day of
J une, 2005 the above named
Earl L Mielke and Nancy . Mielke. husband a d wife
to me known to be the person who executed the
TITLE: MEMBER STATE BAR OF WISCONSIN foregoin in strum M and acknowled e t e same.
(if not,
authorized by §706.06, Wis. Stats)
THIS INSTRUMENT WAS P[2AFTED BY Notary Public, State of Wisconsin
Coldwell Banker Burnet I-¢ m -p¢I'i pP
1301 Coulee Road / My commission irt7aRen (if not, state expiration date:
Hudson, WI 54016 `( �L) Id
5- 36638 // )
(Signatures may be authenticated or acknowledged.
Both are not necessary.)
Names of persons sioninq in any capacity must be typed or printed below their signature.
STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc.
WARRANTY DEED FORM No. 1 —1998 Milwaukee, Wis.
CA LLJ :E
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PL T PLAN
PROJECT Darin Marek DDRESS 1306 210th Ave New Richmond Wi 54017
NW 1/4 SE 1 /4S 13 /T 31 /R 18 W TOWN Star Prairie COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 11/13/05 BEDROOM 3
CONVENTIONAL XXX IN -GROU D ESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND
SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 68 # of chambers 22
IL BENCHMARK V.R.P. Top of 1" pvc pipe ASSUME ELEVATION 100' Filter ZabelA -100
❑ BOREHOLE O WELL * H. R. P. Same as Benchmark
SYSTEM ELEVATION 95.5/95.4 5' below q
Well is to meet all Plans Designed Using
setbacks required by Conventional Powts
WDNR Pro 3 Manual Version 2.0
Bedroom
House
15'
305' Property Line 15 , B -5
80'
B -4 15' from P.L.
ST
20' 0' 70' -6
B
24— Vents
60' 20' B -2
B -1 2 -3' X 69' Cells
t with 3'spacing
i f Standard Biodiffuser
Leaching Chamber
with 31.1 ft2 of Area
100'
Grade at System Elevation
3 4
202' Property Line
Alt.B.M. 105' Property Line M'
Property Owner _ Parcel ID # Page of
1-1 Ong # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
F-1 Boring # ❑ Pit Boring
rou
❑ Gnd surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg& and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777.
seP8330 (t.000)