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01
SEP'T'IC` SYSTEM INSPECTION & EVALUATION
FOR AN EXISTING
THREE BEI)RQfl1VI HOME
Owner's Name Richard Banes
558 C.T.H. U
Hudson, WI 54016
Located in the Section 2,1`28 N, R 19 W.
TOWN OF TROY
SAINT CROIX COUNTY
Parcel 040-1003-70-000
Septic Permit # Not on file
INDEX
Page 1. Index & Title
Page 2 Project Description & Existing conditions
Page 3 System sizing & Determination
Page 4 9/10/13 Soil Evaluation Report
Page 5 Plot Plan for Soil Evaluation
Page 6 Septic tank Statement
Page. 7 SPS 383.44 Table 383.44-1
Page 8 Comm 83.12 Table 1
Page 9 Comm 83.13
Page 10 Comm 83.13 Table 3
Page 11 Management Plan
Prepared By Michael Rodewald
2.85 County Road SS
River Falls WI, 54022
715-821-6229
M PRS 931384
09/29/2013
Page 1
Project Description,
Existing home was built around 1_978, the home is a single story with a walkout ~basement. 't'here are two existing bedrooms on the main floor, basement is finished
with no bedrooms. The current homeowner plans to guild an addition to increase
the size of one bedroom and add an additional bedroom bringing; the home to a total
of three bedrooms.
Problem: The original septic permit & perk test is not on file at St Croix County,
either one was never issued or the issued permit was misfiled. Due to the home's
location on a busy county highway it seems unlikely the system was installed` "in the
dead of night " with no permits.
Existing Conditions:
System: Septic System consists of one 1000gal septic tank, it has 24" manhole risers
that is indicative of a Midwest Precast or Wieser Concrete construction. The drain
field consists of two 1300g, drywell tanks, depth & diameter matches drawings of
what Wieser was building in this time period, do not have any information on
Midwest precast drywells. Drywells are backf lled with 1 'f2" rives rock,
Soil Evaluation: On 9/10/13 a pit was dull; between the two drywells for a Soil
Evah►ation by Mary Flo 11uppert, Hollister Soil Testing & Design at a depth of :1.40"
(11' 8"). Depth was limited by mechanical limitations. Sand was encountered with a
loading rate of 0.7 gpd/sgft. Site conditions observed while digging; the pit indicates
the syse►n was install in accordance with 1997 code Comm 83.1,3
Septic tank pumping: On 9/18/13 the septic tank was pumped by I"ri-County
Sanitation (Tien Morgan), he reports the baffles are intact & the tank is in sound
condition.
'r
Page 2
~f
rt'
System siring:
Soil Percolation Rate:
The SoffEvaluation Report conducted on 9/1.0/13 shows a application rate of 0.7
l;polsgft in the depth of 26 to 140". Using 2012 code Table 383.44-1 that would
correspond to it Percolation rate of0 toeless than 10 minutes per inch.
Soil absorption area: 1997 code Table 1, (pre 1991) Percolation rate of 0 to less than
10 minutes per inch fora Pit (sidewall area) = 165sgft. While Comm 83.12 (3) is not
explicitly clear, 1 determine you multiply the number of bedrooms by the minimum
side-tvall area to arrive at the minimum total sidewall area required. 1.65sgft x 3
bedrooms=495 sgft
Drywel'l: the drywells have a diameter of 7' using 1997 code Table 3, 9' (Tid +1+1)
with a depth of permeable strata below inlet of 8' corresponds to 251.sgft of
effective absorption area. Two drywclls 251sgft = 502 total sgft available.
I
Determination: The required area for a 3bedroom home of this time period, soil
condition, and method of absorption is 495 sgft. The available area is 502 sgft.
The septic system was originally installed for a 3 bedroom home.
Page 3
w,sconsin Department of Commerce SOIL EVALUATION REPORT Page I of ~
Division of Safety and Buildings
In accordance with Comm 85, Wis. Adm. Code
Attach complete site plan on paper not toss than a 112 x 11 inches in size. Flan must County ST. CkOTX
include, but not limited to, vertical and horizontal reference poin? (BM), direction and Parcel I.D. 040. 1003 - 70 - 000
perrentslope, scale ordimensions, north arrow, and Iccation and distance to nearest road.
Please print all information. Reviewed by Date
Personal Information you provide rrvay he used for Secondary purposes (Privacy Later, s. 15.0$ (1,) (rn);.
Property Owner Poperty V cation F RICHARD J. BANES' Govt. Lol SE 1/4 NE 114 S 2 T 28 N R 19 E (or)
Property Owner's (Nailing Address u of # Black # Subd. Name or CSM#
558 C.T.H. U CSM VT, PG 185
City State Zip Cede Phone Number ity ❑ Village ■ Town Nearest Road
Hudson
Wl ,j54016 l ( 715 ) 426 - 1889 C.T.H. U ~
n New Construction Use[E Residential / Number of bedrooms 2 Code derived design flow rate 300 GPid
Replacement ( PuUlic or commercial - Describe;
Ilarti~nt material sandy Liam till FIoA' Plain olevation if applicable ~14A _ ft,
General commonts F3orieig conducted to verify soil conditions to use existing? PO WT'S to add a bedroom to existing 2 bedrdorn
and rocomrnendations:
dwelling, Bottotnof dry well tanks arcat -8ft.
I
t _ I Bering # ❑ Boring
Q Pit Ground surface elev. NA ft. Depth to limiting factor ? 140 in.
Sort Application Rate
Horizon Depth i~ominant color Rodox Description Texture Structure Consistence Boundary Rcsats GPDff
in, Munseil Qu. Sz_ Cant. color Gr. Sz. Sh, 'Eff#1 "Eff#2
1 0-6 1 OYR2/ sit 3f-rnn&sbk ds C3 3vf co 0.6 0,8
- 2 7.SYR3l3 - sS 2f.rna&i,sbk dsh cs 2vf-co 0.6 0.8
3 20-SS ~T5YR3!4 s Osg dl cW 2vf'-M 0.7 1.6
4 58 t O0 I QYR6/3 - s Os dt cw 0.7 1.6
- - I
5 100-140 1 t)N'R6/3 s Osg dl L6
Hrrnzon 4 1- apprvr. 3540%rk frag.
Boring # Boring
El ' pit ground surface elev ft. Depth to limiting 'factor _ in, Soil A cation Rate
Hotzon Oepth Dominant GolorjRedcx pascripticn Texture Strueltjre Consistence Boundary 'Roots GPDlfe
n. Munsell Qu. Sz. Cont Color Gr. Sz. Sh •P-ff#1 "Pff*2
` Ef'fluen't #1 = SOD, > 30:5 220 mgr( and TS$ >30:a 150 mglt. ` Efftuent #2 ~ BOD, 30 mgll. and TSS a 30 molt.
.Sl N2me (P ase Print) Signatur CST Number
MARY 10 f ILIPPFRT, Flollis'cr's Stxl "I`cstiu L?cs i X 224$32
Adureas ---gate Evaluation C ndU cted Telephone Number
W9875 690th Av(--nue, River Fatly, W1 54022 715-426-1755
P,4'a1 Sf Lt 92-b, - SIL, 2 uz'4 sal 1 T 0 S y, J a-4 sr t 10H JBS:aO ET 8T daS
1
Plot :Plan for Site and Soil Evaluation Page z of
Property Owner . 4 ~ =-1. ~mvE~
I„_4oft
~ { , cF m~ (except where noted)
`Legal Description P,,
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North
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Site Location
0'~ SL.LT-fi b-ST Z. 2uiasal ITOS s,.J94s?TIOH 4BC:20 ET BT Jag
Mike Rodewald, Bettendorf' Excavating
From: banesfamily@baldwin-telecom.net
Sent: Thursday, September 19, 2013 11:48 AM
To: bettendor (L-tdishup.us
Subject- Fwd: Tri-County Sanitation
Mike, here is the email from Ben Morgan. Let me know if you need anything else.
Thanks again,
Rick Banes
cell: 612-868-3963
Original Message
Subject: Tri-County Sanitation
Date: Sep 19, 2013
From: Mary Morgan <mkmorgan40@yahoo.com>
To:'" anegiami( baldwin-telecom.net" <banesfamilv@baldwin-te(ecom.net>
Cc: "ran.yarrinLtqrl co.saint-croixmi.us"
<ryanyarrin~ton@co.saint-craix.wi.us>
To whom it may concern, the septic tank was pumped at 558 Cty Rd U, on 6-18-13. it's a 1000 gallon septic tank, with 2
1300 dry wells, the baffles are intact, and the septic is in sound condition.
Ben Morgan
Tri-County Sanitation
I
Mary Morgan
Sr Stylist
Ill
(651) 324-9930
mkmoMan4q@yahoo.com
www stellaclot_comn marymor an [1]
SHOP NOW [2j
HOST A TRUNK SHOW [3]
Links:
[1] http Jwww.stelladot.comlmarymor an
[2] ht~p www.steiladot.com/shop/?s=marymor~an
[3j httpalwww.steiladot.com/trunkshow-ls=maryrnor an
1
44 SAF1;TY AND PKOi EESSTONAI SEAM ;rS SPS 383.44
Table 383.44-1
Maximum Soil Application Rates Lased Upon Percolation Rates
Maximum Monthly Average
BOD.s > 30mg/L 220 mg/1,
TSS > 30 mgfl, BOI)y 5 30 mg/L TSS 5 30 mg/L
.Percolation Fate (minutes per inch) r 150 mg/i.. (galsisq rt/day) (gatx/sq ft/day)
0'to less than 10 0.7 1.2
10 to less than 30 O.6 0.9
30 to less than 45 0.5 0.7
45 to less than 60 0.3 0.5
60 to 120 0.2 0.3
,trratcr titan 120 0.0 0.0
_ . . _ _
NfLC;;n n.riC.;lertiian
m,w, tc, ilian or equai to -
Table 383.44--2
Maximum Soil Application` Rates Based Upon,Morphologicai Soil Evaluation (in gals./sq. ft./day)
Soil Characteristics Maximum Mootbl; ANerage
Texture'l Structure" IIO0S>30 <220mg/L 130D5 <30 ing/L1
Shape Grade 7:SS>30 EI50mg/L TSS X30 mg/Lc
C.OS. S. I 'COS, LS - 0 0.7a 0.5b;o T;6a 0.5h
FS LFS 0 0.5 1.0
VIS,I_VFS - 0 04 0.6
COSL, SI, Om 0.2 0.6
Pl. 1 0.4 0.6
2,3 0,0 0.2
PR, BK, GR l 0,4 0,7
2,3 0.6 1.0
FSL, VI'S1. - OM 0.2 0.5
PL 2,3 0.0 0.2
PL, PR, B K, 61Z 1 0.2 0.6
PR, BK. GR 2,3 0.4 0.8
I OM 0.2 0.5
I 'L 2,3 0.0 0.2
Yl., PR, BK, It I 0.4 0.6
PR, BK, G R 13 0.6 0.8
Sil OM 0:0 0.2
111- 2,3 0.0 0.2
PL, 11R, 13K, 6R 1 0.4c O.6
PR, BK, GR 2,3 0,6 0.8
S[ 0.0 0.0
SOIL, CL. SIC1_ OM 0.0 0.0
PL 1, 2 3 0.0 0.2
PR, I3K, GfR 1 0.2 0.3
3 0.4 0.6
SC, C, sic 0M 0.0 0.0
Pf, 1,2,3 0.0 0.0
PR, 10, Gil I OM 0,0
2, 3 0.2 0.3
Noic a: Ur th <-60-, iodk fr<tgur,cus
N~ ~ b: With '(,0 to <90% rock 'r,,,gmew,
Nate t: Require. pressur~ distributiua mister sub. (5)(aj
The Wisconsin Administrative Code on this web site is current through the last published Wisconsin Register. See also Are the Codes on
this Website Official? Register, January 2012, No. 672
S ,
~r:'
165 DEPARTMENT OF COMMERCE Comm 83.12
i Comm 83.12 Sizing soil absorption systems. (4) SIZING PUBLIC BUILDING SYSTEMS (a) Sizing based upon
(1) GENERAL Effluent from septic tanks and other approved percolationtes:.s_ I. The nilnimurnamountofsoil absorption atea
treatment tanks shall be disposed of by soil absorption or by such fora gravity flow system to servve a building, oc saucturc other than
other manner approved by the department a one- ci 2-family dwelling based upon percolationresults shall
(a) Daily wastewater volumesol.5,000gallomorless.Forsys- depend upon:
terns having a daily effluent application of 5,(M gallons or less, a.. The type of occupancies or uses contained within the build-
sizing shall be in accord with this section. ing or structure; and
(b) Duily wastewater volumes ol 5,000 gallons or more For b. The method of absorption--=trench, bed or pit.,
systems receiving effluents in excess of 5,000 gallons per day, this
section shall apply except that 2 systems of equal size shall be 2.: The minimum amount of soil absorption area for a gravity
required. Each system shall have a capacity of no less than 7594, flow system to serve a building or structure other than aone- or
of the yea required for a single system A suitable means of alter, 2--family dwelling based upon -percolation results shall be deter-
natine waste application shall be provided The dual system shall mined by using Tables lb and 2, and the following formula:
be considered as one system, Minimum Soil Absorption Area (sq ft) - (Soil Absorption Area, Table lb)
O 2 ME HOD OF DISCHARGE (a) Dull x (Factor in Column 3, Table 2)
Dully flow .l,.3.QfJ gallons or X (Number of units in Coturnn 2,
less. For facilities having a daily effluent application of'1,500 gal- Table 2)
dons of less, flow fiom the septic of treatment tank to the soil TABLE is
absorption system may be by gravity or by dosing
(b) Systems aver 1,500 gallons, For systems over 1,500 gal- NENEVIUM SOIL ABSORPTION ARE'i,S FOR
Ions, the tank effluent must be discharged by pumping or by use ON , - AND 2--IAMII Y DWELLINGS
of an automatic siphon. BASED UPON PERCOLATION TEST RESULTS
FILED ON OR AFTER JULY 1, 1991
Note; Tbr dosing of efftucnis is nxommended for all systems
(3) STZiNG-RGSTDENTtA'L SYSTEMS (a) Sizing baled upon per- Mirtitnum Absorption Area
colarivn tests the miniiouin amount of soil absorption area for (square feet)
a gravity flow system to serve acne-or 2 family dwelling ba ed Trenches Beds Pits
upon percolation results shall be determined in accordance- with Percolation Rate (bottom (bottom (sidewail
either Table 1 or Table I a de-pending upon: (minutes per inch) area) area) area)
1. When the
percolation results have been filed with the 0 to less than 14 195 240 ____195
county as specified in s.. Comm 83.09 (1); 10 to less than 30 275 350 275
11 The total number ot bedrooms contained within the dwell 30 to less than 45 31.5 390 315
3
ng, ncThe method of absorption--trench, bed or pit. 45 to 60 330 415 330
(b) Sizing based upon soil evaluation, The minimum amou=nt (b) Sizing based upon soil evaluation, The minimum amount
of soil abso,,ption area for a gravity flow system to serve a one-- of soil absorption areafor a gravity-flow system to serve a build-
or 2-family dwelling based upon soil evaluation conducted in ingot structure other than aone- or2-family-dwelling based upon
accordance with s Comm 83.09 (4m) shall be determined by soil evaluation conducted in accordance with s.. Comm 83.09 (4m) f
dividing the wastewater flow of 150 gallons per day per bedroom shall be determined by dividing the appropriate wastewater flow
by the appropriate loading factor specified in '[able 0 as specified in Table 12 by the appropriate loading factor specified 1
TABLE 1 in Table 0
WNIAnlM SOIL ABSO'RVI`ION AREAS FOR ONE-. TABLE lb
AND 2--FAMILY DWELLINGS BASED UPON KININIUM, SOII, ABsoRPTIOS AREAS i
PERCOLATION TEST RESULTS FILED PRIOR TO FOR PUBLIC BUILDINGS AND STRUCTURES ~
JULY 1, 1991 BASED UPON PERCOLATION TEST RESULTS
Minimum Absorption Area Minimum Absorption Area
(square feet) (square feet)
Trenches Beds Pits Percolation Rate Trenches Berns Pits
Percolation Rate (bottonl (bottom (sidewall (minutes per (bottom (bottom (sidewall
(minutes per inch) area) area) area) inch) area) area) area)
U to less than 10 Ib5 205 165 0 to less than 10 110 140 110 l
10 to less than 30 250. 315 250 10 to less than 30 165 205 165
30 to less than 45 300 375 300 30 to less than 45 200 250 200
45 to 60 330 415 330 45 to 60 220 280 220
t
TABLE 2
COLUMN I COLUMN 2 COLUI4TN 3
Building C'lassWcation Units , Factor
Apartment building 1 per bedroom 1.5
Assembly hail-no kitchen _ . , , - . „ „ I per person 0.02
Bar and cocktail lounge 1 per patron space 0.2
Beauty salon... _ , . , 1 per station _ ; _ _ 2.4
Bowling a.1ley I per bowling lane 2.5
Bowling alley with bar . . . . . i per bowling lane . , , 4..5
Camp, day use only I per person 02
Camp, day and nibht l per person , . 0.45
a
Register, February, 1997, No 494
Comm 83.1`2 WISCONSIN ADMINISTRATIVE CODE 166
COLUMN I COLUMN 2 COLUMN 3
Building Classification.... . . . Units Factor
Campground and camping resort ; . 1 pet camping space,.,, 0.9
Campgiound and sanitaiy dump station _ _ , l per camping space 0.085
Cat wash (automatic) Subject to state approval
Cat wash (pe: car handwash) , , _ . I per cam' 1.0
Catch basin-datages, service stations, etc. . . . . I per basin 2.0
Catch basin- truck wash 1 per truck 5:0
l
Church-no kitchen 1 per person 0.04,
C:huich-.with kitchen I per person 0.09
bedCOOru
Condominium F _ . s I Pei 1.5
Country club Subject to state approval
Dance hall I per person 0.06
Dining hall-kitchen and toilet 1 per meal served 0.2
dining hall kitchen only I per meal served 0,06
Dining hall-kitchen and toilet waste with dishwasher and/or' food waste disposer I per meal served 025
a ive-in restaurant (all paper service) . I per car space 0.3
Drive-in restaurant inside sealin ' 1 per seat 0:3 C
Drive-in theater l per eau space 0:1
Employes in all buildings I per person , 0..4
Hotel or motel and tourist vooming house . , ; , I pet, room 09
Floor drain _ I per druin 1.0
Hospital I `per bed space 2.0
Medical office buiidin~s, clinics and dental ogees
Doctots, nurses and medical staff , ~ _ . 1 per person 01
Office personnel 1 pet person 015
Patients I pet person 0.1.5
Migrant labor camp--central bathhouse _ . . : : . . . I per employe 0 25
Mobile home (single installation) (Use Comm 83 12 (3))
Mobile home pink I per mobile home site . 10
Nursing oriesthomcs ..n...,,,._. Iper bed space 1:0
Outdoor sports facility-toilet waste only _ 1 per person . , , 0..085 s
Park—toilet waste only 1 per acre 4.0
Park-showers and toilets I per acre 8,0
Restaurant-kitchen waste only, _ I per seating space , 0 18
Restaurant toilet waste only , . , . _ 1 per seating space 042
Restaurant-kitchen and toilet I per seating space . 0.6 a
Restaurant----(24-ter) kitchen and toilet 1 per seating space , 1.2
Restaurant--dishwasher and/or food waste disposer , , , - 1 per seating space 0,15
Restaurant--(24-hr) with dishwasher/disposer , , 1 per seating space , 15
Retail store . 1 ppr customer , 0:03
(Number of customers =.70% total azea divided by 30 square feet/customet,)
Self-service laundry-toilet wastes only I per machine 10
Auto washer (service bldgs.:, etc.) , , . , , _ , . I per machine . , 6.0
Sezvice station I per car' served 0.15
Swimming pool bathhouse . , I per person _ 0.2 3
School---no meals, no showers I pet classroom 510
School-3neaIs served or showers I per classroom 61
School-meals and showers . „ _ , 1 per classroom 8.0
,Showers-public I per shower , 03
History: Ci Register, December, 1980, Na 300. eff. 1-1-$t; reztarn soon H shall not be computed as absorpuon area, Individual seepage
63 1 , R'91ge Jane, 1953 No 330, cff 7-1-53 rr (3) and (4), Register, June, tt`errches should not be over 100 feet long.
1941,N0.441)tEP--1--~1 randr,r,~,(3`,(4)and i ibi. ~,cr `iahleslaandlb.Reg
is< < Apini 199'Z,' No 496, rf J ]-92; r (t) (c), Re gi t.,, February, 1994, No., 459, (2) SEEPAGE BED Exc xvAiioNs Seepage bed excavations shall
be more than 5 feet wide and have more than one distribution pipe
Comm 83,13 Installation- conventional oil e absorption area of aseepage bed shall be computed by rising
absorption systems. (1) SM-TACE TRENCH ExcnvnnONS- the bottom area only Distribution piping in aseepage bed shall be
Seepage :tench excavations shall be I to 5 feet in width Trench uniformly spaced, no more than 6 feet and no less than .3 feet apart,
er:cavations shall be spaced at least 6 feet apart The absorption and no more than 3 feet or less than I foot from the sidewall.
area of a seepage trench shall be corputed by using she bottom (3) SEEPAGE PiTS A seepage pit shall have a minimum inside
area only, The bottom area of the distribution header excavation diameter of 5 feet and shall consist'of a chamber walled--up with
Register, February, 199 1. No 494
167 DEP;ARTMFhrT Of COMMENCE Comm 83.14
material such as perforated precast concrete ring, concrete block. When dosing is required, the dosing frequemcy shall be a maxi-
brick or other material approved by the department which allows mum 4 times daily
effluent to percolate into the surrounding soil.. The pit bottom shall (7) FRESH AIR INLETS AND 039ERVATION PIPE Fresh air
be left open to the soil Aggregate of /2 t021/2 inches in size shall observation inlets shall be provided and connected to the perfo-
be placed into a 6--inch minimum annular space separating, the rated distribution pipe with an approved fitting or junction box
outside wall of the chamber and sidewall excavation The depth and be placed so as to assure a free flow of air throughout the entire
of the annular space shall be measured from the inlet pipe to the installation. The vent pipes shall be at least 4 inches in diameter,
bottom of the chamber Each seepage pit shall be provided with and extend at least 12 inches above the final grade and terminate
a24-inch manhole extending to within 6 inches of the ground stir- with an approved vent cap, The observation pipe shall be peifo-
face and a 4--inch diameter fresh air inlet which shall meet the rated and extend to the bottom of the aggregate. See following
requirements of sub_ (7)_ An observation pipe is not required. sketch. Fresh air inlets shall he located at least 25 feet from any
Seepage pits shall be located 6 feet or more apart Excavation and window, door ortur intake of any building usedforhunran habita-
scanfying shall be in accord with sub (4) The effective area of a tion.. A maximwnof4distribution pipe lines may beserved by one
seepage pit shall be the vertical wall area of the walled-up chain- common 4-inch vent when interconnected-by a common header
bet for the depth below the inlet for all strata for which the percola- pipe,
ti<onrates are less than 30 minutes per inch The 6 inches of annular
opening outside the vertical wall area may be included far deter- Fresh Air intel* And Observation Pipe
initiation of effective area Table 3 may be used for determining
the effective sidewall area of circular seepage pits: aop.oYeo vent ten
TABLE 3 Minimum iz' Acavtl
EFELC'TTVI3 ABSORPTION AREA FOR SEEPAGE Fina
PITS
Inside diameter of
Chamber in feet plus 1 zo - az"anav. Pip. vent pipe
oraas
foot for wall thickness To Final
plus one foot for annu- Depth in feet of Permeable Moron Roy 0, syefl arm Lover3no
lar space Strata Below Inlet n a" A
Over PipeQre90fe
4 5 7 Drstriburten - two
7 75 101 126 151 176 201 Pipe 0 0 0 0 a
8 85 113 142 170 198 226 6" aggeqos o Pertero?eo Pipe Belo.
84.6014 pipe
9 94 126 157 188 220 251- o - LOVatinq Term,ntlrinq o.
10 104 138 173 208 242 277 gat?om or SY>,tlm
12 123 163 204 245 286 327 (8) Wr,viT:R INSIAL[.ATION. (a) General Installation of soil
absorption systems during periods of adverse weather conditions
(4) &CAVATIOIN AND CONS TRUCrnoN The bottom of a trench is not recommended A soil absorption system shall not be
or bed excavation shall be level Seepage trenches or beds shall installed if the soil at the system elevation is frozen. #
not be excavated when the soil is so wet that soil material rolled (b) Removal of snow cover Snow cover must beiemovedfrom
'
between the hands will torn) a soil wire. All smem ed of compacted the soil absorption area before excavation begins. Snow must not ~
soil surfaces inn the side walls or bottom of the seepage trencn or be placed in a matt}ter, that will cause water to pond on the sail
bed excavation shall be sca ified to the depth of smeatmg or com-- absorption, system area during snowmel
paction and the loose material removed if rain fulls on an open i
(c) 'F'zcadruecl rind bae<,fill marerittt. Excavated sail material ~
excavation, the soil must be left until dry enough that a soil wire may be used as backfill for the system, if the following conditions
will not form when soil from the excavation bottom is rolled ate met: The excavated material must be. protected from freezing..
between the hands The bottom area shall then be scarified and If t])eexcavatedtnateriaifreezes solid, itshall notbeusMasback-
loose material removed. fill; The first 12 inches of backfill shall be loose, unfrozen soil.
(5) AGGrEGAi F AND RACKFII_t, A minimum of 6 inches of The protective covering over the bed or trench gravel shall be a
i
aggregate ran-inb in size from )/210 2 1/2 inches shalt be laid into synthetic material approved by the department or 9 inches of
the trench or bed below the distribution pipe elevation The aggre- uncompacted marsh hay or straw_
gate shall be evenly distributed a minimum of 2 inches over the (d) System inspection_ Inspection of systems installed during 1
top of the distribu ion pipe The aggregate shall be covered with winter conditions shall include inspection of the trench or bed
synthetic materials approved by the department or with 9inches excavation prior, to placement of gravel and inspection ofbackfill
of uncompacted marsh hay or straw. Building paper shall not be material at the time of placement.
used to cover the aggregate A minimum of 18 inches of soil back tttstoryt Gr.. Resister, December, 1980, No. 300; eff. 1-1--81; tenure ftotn H
fill shall be provided above the coven ng_ 6333, Register, Jut}u, 1983,No.330,off.7-1-83,am.(6)(b),Register,April, 1992,
No. 436, off_ $-r-92; arn, (6) (b) and (7), Register, February, 1994, No, 498, elf;
(6) Dt1naltlUrlt)Ne1PiNG (a) General Distribution piping for 3-1-94
gravity systems shall be a minimum of 4 inch l D- approved pipe
The distribution header shalt be constructed of approved solid Comm 83.14 Pressure distribution. systems.
wall pipe The top of the disuibution piping shall be laid 8 to 42 (1) GevERAL A pressure distribution system may be used on any
inches below the original surface in continuous straight or curved site meeting the criteria listed in s. Comm 83.10. There shall bea
lines The slope of the distribution pipes shall be 2 to 4 inches per minimum depth to the top of the distribution piping of 6 inches
100 feet from original grade. The minimum required suitable soil depths
(b) Disiribution oJe~}?rent. Distribution of effluent to seepage from original grade for a pressure distribution network are as for-
¢cnches on sloping sites may be accomplished by utilizing a drop lows:
box design, Where dosing is required, the siphon or pump shall i inch distribution pipe--49 inches suitable soil
discharge a dose of minimum capacity equal. to 75~16 of the com-
bined volume of the distribution piping in the absorption system. 2 inch distribution pipe-50 inches suitable soil
dt Register February, 1997, No 494
~
Septic System Management Plan
-System Owner Richard Banes 612-868-3963
Septic pumping Tr•i-County Sanitation 715-386-2130
Regulating agency Saint Croix County 715-386-4680
General
This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall be
maintained in accordance with it's component manuals and local or state rubs pertaining to
sy-stem maintenance;and maintenance reporting.
No one should ever enter a. septic or Pump tank since dangerous gases may be present that could
cause death.
Septic and pump tank manhole risers and covers should be inspected for water tightness and
soundness.
Exposed access openings greater than 8-inches in diameter shall be secured by a locking device to
prevent unauthorized entry- into a tattk.
Septic Tank
The Septic tatik shall be maintained by a certified individual under x:2$1.48, Stats.
The contents of the tank shall be disposed of in accordance with NR 113, Wis. Adm. Code.
The operating; condition of the septic tank shall be assessed at. least once every 3 years by
inspection.
T11(2 Septic tank shall have it's contents removed when the volume of the scum and sludge
exceeds 1i3 the liquid volume of the tank.
3 he addition of biological or chemical additives to enhance septic tank performance is generally
no required. 1 lovvever, it`such products are used they must be approved for septic tank use by the
Departmcut ofC:ommerce.
Contingency Plan
if the septic tank or any of its cortnpojicuts become defective they must be repaired or replaced to
keep the system in proper operating condition.
If the; septic system Mils to accept wastewater or begins to discharge, wastewater to the ground
surface- it must be repaired as necessary to bring the system into proper operating condition.
Page 11
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page l of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
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 a~ p, 040 - 1003 - 70 - 000
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. SE 1eXle?ed by I D;7"l-,
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). j jj 4 Q 13 Property Owner Property Loc*ibrcR01X
RICHARD J. BANES Govt. Lot SE 174' S 2 T 28 N R 19 E❑(or)❑W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
558 C.T.H. U CSM V1, PG 185
City State Zip Code Phone Number -TlEity Village ■ Town Nearest Road
Hudson WI 54016 ( 715) 426 - 1889 C.T.H. U
User Residential / Number of bedrooms 2 Code derived design flow rate 300 GPD
e 1 - ❑ Public or commercial - Describe:
anent ma sandy loam till Flood Plain elevation if applicable iTA ft.
General comments Boring conducted to verify soil conditions to use existing POWTS to add a bedroom to existing 2 bedroom
and recommendations. dwelling. Bottom of drywell tanks area .
❑ Boring # Boring
>140
a pit Ground surface elev. NA ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fh
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-6 10YR2/2 sil 3f-ma&sbk ds cs 3vf-co 0.6 0.8
2 6-26 7.5YR3/3 - sl 2f-ma&sbk dsh cs 2vf-co 0.6 0.8
3 26-58 7.5YR3/4 s Osg dl cw 2vf-m 0.7 1.6
4 58-100 10YR6/3 s Os dl cw 0.7 1.6
5 100-140 6/s Osg dl 0.7 1.6
Honzon 4 has approx. 35-40% rk frag.
Boring # Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil lication 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
* Effluent #1 BOD > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signatur CST Number
MARY JO HUPPERT Hollister's Soil Testing & Design 224832
Address L5,&t,~EtyalutionC nd cted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 _ 1 715-426-1755
Plot Plan for Site and Soil Evaluation Page z of z
Property Owner 'j2-, Rb - -SavS:~->
I"=40fz
Legal Description C-5M d Ife. }%s -FPT or- -7we (except where noted)
E z P, = Backhoe Pit
North
s(-,4F~pR~Kr Lo °y4--tta1.J bF /yot~i'tt
4J
bRY W ~~.L'~Q w e U--
c{aftG
'B~~ppM
. ~ V
i
Site Location:
J
Q4 S
X
k-towr,,~ mac,
SEC
Ryan Yarrington
From: Mary Morgan <mkmorgan40@yahoo.com>
Sent: Thursday, September 19, 2013 10:49 AM
To: banesfamily@baldwin-telecom.net
Cc: Ryan Yarrington
Subject: Tri-County Sanitation
To whom it may concern, the septic tank was pumped at 558 Cty Rd U, on 6-18-13. It's a 1000
gallon septic tank, with 2 1300 dry wells, the baffles are intact, and the septic is in sound
condition.
Ben Morgan
Tri-County Sanitation
M a ry M o rg a n
Sr Stylist
I F-1
(651) 324-9930
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