HomeMy WebLinkAbout020-1395-31-000 (2)Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM
Safety and Building Division
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provide may be used for secondary purposes [Privacy Law, s.15 04 (1 [(m)1
Nikolas & Kelsey Newgard
TANK INFORMATION
TYPE
MANUFACTURER
CAPACITY
Septic
1
Q
Dosing
ion
^V
1
Holding
TANK SETBACK INFORMATION
TANK TO
P1L
WELL
BLDG.
Vent to Air Intake
QOAD
Septic
Dosing
2
Aeration
Holding
PUMP/SIPHON INFORMATION M,AC Y�01iJlI f�
Manufacturer
Demand
GPM
Model Number
TDH Lit
=nction�Loss
Systf rp Hsa5 T a � —r
Forcer i.. -eng{q
-z' Dia.
tr Dist to Well -7 �O
SOIL ABSORPTION SYSTEM
TOWN OF HUDSON
DATA
STATION
BS
2N4
HI
FS
ELEV.
Benchmark
r-1
�o,1.00
AIL BM
0h1A1 P f
S
Bid Sewer
SU nlet
S; utlet
5-66
%7, lei
Dt Inlet
70
'7 �+t•
Dt Bottom
23
5 2—
Header/Man
a
r•$z
Dist Pipe
2.
�12-
Bot. System
21o
Final Grade
.��
too -g 2.
over
Q
o)a KaA4016
-A
0.74
t�1• Z3
opt
Y-0
/ao.
loi
BEDRRENCH
Wi th ,
6.DIMENSIONS
Length t
No Of Trenepes
,e r pl
PIT DIMENSIONS
No. Of Pits
Inside Dia
Liquid Depth
SETBACK
INFORMATION
SYSTEM TO
W
/!-
BLDG
WELL
LAKE/STREAM
LEACHING
CHAMBER OR
UNIT
Manufacturer.
T e Oi S le
llll
Model Number'
DISTRIBUTION SYSTEM
Header/Manifold
3 � N
Distributioni t t •
Pipe(s) 1� 2 3'1�
x Hole Sae
x Hale Spacing
t
Vent to Air Intake
Length Dia
Length Dia Spacing
?/
SOIL COVER x Pressure Svstems Ori xx Mound Or At -Grade Svstems OnIV�J �,�rme✓
Depth er \
Depth Over
xz Depth of
xx Seeded/Sodded
xx Mulched
Bed ench enter �I
Bedrfrench Edges
Topsoil
Yes No
�il( Na
COMMENTS: (Include code discrepencies, persons present, etc.)
Location: 771 KINNEY RD '_ur
1.)Alt BM Description — tFI+V-
2.) Bldg sewer length kxil.
- amount of cover =
Plan revision Required? - Yes '�i No �/ �f
Use other side for additional information. /•(� �(
Date
SBD-6710 (R 3197)
Inspection #1 Inspection #2
�U j�l jx (Q►'M'1 rd of
teed rhlsu / "r7A1J
A4 t 5i(t�yo
6p.t.s Signature Can No
Ch-I� `QervC�j N-flu
REcown
�� Z021 I 111 XI{ W:ehulgtml •1tc I � CK77lX �
AUG PS)&1va 7162 (SanUary ltnu¢Aemh.clm 7k l•Ilcd lub}1 o) .
Is Stadtwn. 1CI 5771Pl 71fi2 �^� 9 ^J
St. Croix County ' ' J V10 i
comfrumly .DtEVEL(1QLT -- - Imr lransea.bon hamler ___.____;
anitary Permit pplicatton
yLt,cnnCuac v.nh XPS 3Hi) I(J). Wn tltlm It Me yllhtnts,llM1 u1'IFIy tx . O_ ! 2.1 DO 2.33
orttlmrcd mix to nbbmmng asonllan lrumt \Me Apphcalwnlam. lot 11.1 c mt nut s -• + m� Prot vt AJdr<.,(INIII-efwl than n,aping aJtlnvs)
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pum+ws m amxSuce taut Ilre
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Ell: .'iNumlxl mx11)w Lu,jj
OmAl
Check all toot a Ir
\OtLPit smVe.l ln'(irMlnA ❑ pre,St..OVI In GrmmJ 11 At Grade hound:_2l In ofsutub!tnl ---- UOutal- 291n of alulanlo HVl
U lfoldutg lm+. 0WlCr Ulspcnll C(xnpunclu (c(pl.uni_ RMJ� rEX13i1NG Prnucaunrnt
Z•
1. Reoponsibility Statement- 1, the e
Unlit t M1anle (Prnn)
M(j�MIF,r_ �UA�W�L-D
mdwt's AJJre,e (tiHcet (Stt. tilnre 7.ip C
OC6 e-1W • 55, RIV
Cl nl.,pp.m.d
rm
Area
nls In 7u(W cUf
lUlm, I Ltut,
med. now re
o 1 418?
G
a t f J 00 . 35' �= Caviii o r
�Za�1r.i IhS'?y�� P k�i 3
—4
P014-1S ahewa oa the anuh(d ntam.
"unn lc< Datc ucJ -- 71uav@Agars Siyn.a
Now
47S.de 8 6 2J %-
t. Septic rank, effluem fftef and . - . Y{�P(Yi Y-0o 'Wr GvKC e ' _
l/ L �[ d'sllenal cell must SCt P1 v w ' "i l I "' r{/' �4 %l $ z . in per manaryemellt plot, ptmlded by plumMr, /
7. All sribacl(wqulre9,antS must be mandlltkd c t:�%bk$ !!1 �� S7'�q� G' P/&L4 / AL'�
all pW appli6aBltl 1&te/ii/dllyd1llay, r
AIM lalgR&�eu(M Iae it e00;W�•L *t Um
Wpa /99iky /IR 1�i 91 ltl�r _.
�r� J � 7rt
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� rinu.rt199(H.oa,l.t) l / ir`�o�ykatXt�v1 j��� A" cpWYe
y� S�/1rtt�.�,
fer Cep , `
Plot Finn
PROPERTY OWNER: 5 �:AI,1 L,-HAyT—OAKiJS
Legal Description: LT 31, AEU )� I LDS —SW/4 of "CRt NWY4'
mac, E 1 ZqA) R t4WJ 1FoW%l oi= 4)kAx Sr CRely DpC jAy2y
W*CoN51r1 O2D— /3q5- 31- 000 / 771
�A i N•i
B�s-f
ToP aF Pax; ``
Plp� iN �
6F P!F"•-A55U
a
/DQ.DD`
vi
_
Site location:
X
CCppY
nlW-Vi Pig a
Azz-l4 (45`
0 4
Page 10 of )#
1" = 40 FT.
(except where noted)
(] = backhoe pit
Ci = hid tvtrtl9
S, 3_,=9( yicl�s
Nort
C
( i
Zo Or z 45z LLib� st t,4D oCcsaw N
NEW ino QAu j 7'tk 4)i! Pt�.N.P E t,_rEY
285 COUNTY
RIVER FALLS
800-828-3723
715-425.8466
7i28.2021
St Croix County Zoning
Hudson W I
Re:771 Kinne\
ECRR YEB
AUG 05 2021
St, Croix County
The drain field at 771 Kinne\ Road has lailed as per A\ I statute 145.245(4)(d).
Fllluent is covering the ground Surface and is creating a health hazard.
Michael Rodewald MPRS 4931834
July 27, 2021
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 2023-07-27
Plan Review: PWTS-072100233-1
MARYJO HUPPERT
28497 King Arthur's Court
Danbury WI 54830
SITE:
Susan Hart-Oakins
771 Kinney Road
St. Croix County
Town of Hudson
SW%-NWY-S35—T29N—R19W
FOR:
DIVISION OF INDUSTRY SERVICES
10541 N RANCH RD
HAYWARD WI 548436462
Coney Through Relay
htlp lldsps wl.govlprogramsllnduslry-sennw
w wlsconsln gov
Tony Ever$ - Governor
CO'11BIT/O, ALLY
APPROVED
DEPT OF SAFETY AND URoFESSIO^JAL SERVICES
DIVISION OF ;:1UUSTRY SERJIcCs
SEE CORRESPONDENCE
Description: IIndividual Site Design as allowed by Table
4 Bedroom GeoMat Mound ISO — 600 GPD — 1383.22-1
Replacement - 27" to limiting factor —
Effluent Filter - Maintenance required
Pressure Distribution Component Manual —Ver.
2 0, SBD-10706-P (N.01/01. R.
The submittal described above has been reviewed for conformance with applicable Wisconsin
Administrative Codes and Wisconsin Statutes The submittal has been CONDITIONALLY APPROVED. This
system is to be constructed and located in accordance with the enclosed approved plans and with any
component manual(s) referenced above. The owner, as defined in chapter 101 01(10), Wisconsin
Statutes, is responsible for compliance with all code requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the
Department per s.145.06, stats.
The following conditions shall be met during construction or installation and prior to occupancy or use:
Reminders
• This approval recognizes the submitted plans as an Individual Site Design that does not conform to
the approved "GeoMat Mound Component Manual — Edition 1, 2017". That is, a portion of the soil
below the dispersal component is fill, rather than in -situ soil, as specified in the component
manual. The fill has been in place for a sufficient amount of time that it has formed structure and
is suitable for treatment of wastewater. There are no indications of seasonal saturation within or
immediately below the fill layer.
• A berm shall be placed upslope of the mound to divert ditch runoff away from and around the
mound.
0 12" of sand shall be installed between the contour and the bottom of the GeoMat product.
• Orifice shields are required on each orifice.
• All electrical equipment and wiring shall meet SPS 316.300(1)(a) and Table 3 of the Pressure
Distribution Component Manual. There shall be no more than 3% voltage drop in the wiring to the
pump per the National Electric Cade.
• All components shall be protected from freezing per SPS 383.43(8)(c).
• Install and backfill Infiltrator tank per manufacturer's requirements.
• Care must be taken to set the dose volume as approved in the plan design. If the minimum tether
length of a single switch mechanical float does not allow the proper dose volume, two separate
floats must be used.
• Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8
inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the
soil. Proper soil moisture content can be determined by rolling a soil sample between the hands.
If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can
proceed. If the site is too wet to prepare, do not proceed until it dries.
• The mound site shall be properly prepared prior to plowing. Any grasses longer than 6" shall be
cut short and removed. To avoid matting, any leaves or loose organic matter shall be raked up
and removed. Cut trees and shrubs flush to the ground and leave stumps. Avoid operating
equipment on the mound site. If necessary, use only tracked equipment, during dry conditions,
with minimal passes, to avoid compaction.
• A sanitary permit must be obtained from the county where this project is located in accordance
with the requirements of Sec. 145.19, Wis. Stats.
• Inspection of the private sewage system installation is required. Arrangements for inspection shall
be made with the designated county official in accordance with the provisions of Sec.
145.20(2)(d), Wis. Stats.
• A state approved effluent filter is required. Maintenance information must be given to the owner
of the tank explaining that periodic cleaning of the filter is required.
• A copy of the approved plans specifications and this letter shall be on -site during construction and
open to inspection by authorized representatives of the Department which may include local
inspectors.
Owner Responsibilities
• The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also
receive a copy of the appropriate operation and maintenance manual($) and be responsible for
ensuring that POWTS is operated and maintained in accordance with this chapter and the approved
management plan under SPS383.54(1).
• In the event this soil absorption system or any of its component parts malfunctions so as to create a
health hazard, the property owner must follow the contingency plan as described in the approved
plans.
• The owner is responsible for submitting a maintenance verification report acceptable to the county
for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the
component(s) utilized in the POWTS.
In granting this approval the Division of Industry Services reserves the right to require changes or
additions should conditions arise making them necessary for code compliance. As per state stats
101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe
building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or
at the address on this letterhead.
The above left addressee shall provide a copy of this letter and the POWTS management plan to the
owner and any others who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely,
Cei 1?udI2G�
CeCe (Elizabeth) Rudnicki
Wastewater Specialist/POWTS Plan Reviewer, Division of Industry Services
(608)400-3186
ehzabeth.rudnickiPwisconsin Rov
-d
GeoMat MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
INDEX AND TITLE PAGE
Owner Info
Project Name: SUSAN L HART-OAKINS
Owner's Name: (SAME)
Owner's Address: 771 KINNEY ROAD
HUDSON, WI 54016
Property Info
Property Address:
Legal Description.
Township
Subdivision Name
Lot Number.
Parcel I.D Number.
Plan Transaction No
Index Pages
Page 1 Index and title
Page 2 Data entry
Page 3 GeoMat mound drawings
Page 4 Lateral and dose tank a,
Page 5 Distribution media
Page 6 System maintenance specifications
Page 7 Management and contingency plan
Page 8 Pump curve and specifications
MARYJO HUPPERT
Date 07/07/21—,
Signature: D
Designer �Pm'� ; •' _ ''
47 rr�•j •��•
- EtUPr=�E1i
' D 1ts52
771 KINNEY ROAD
SW NW S 35 T 29 N R 19 W
Hudson County. St Croix
SCENIC HILLS
31 Block Number NA CSM#. NA
020 - 1395 - 31 - 000
Page 9 Tank crass sections
Page 10 PUT PLAO
} a9e II Sets tEsf —
Page iz
I�rr� 13 i
pRce /N _ASRIA�
t17?rAPnr16Nr: rNtXJko�uflc UTE Dft6161�
Wes 1 P9V10L5_P-APERWeRK
1 CtoP)
License Number: 1859-007
Phone Number, 715426-1775
C0fVD1TL0NJLL P
APPROVED
DEPT OF SAFETY AND DRCFESSIONAL SERVICES
DIVISION OF INC STRY SERVICES
C'E6, 1 Ck.
SEE COFMESPONDENCE
�,JI �j„a•••_.•r�i•> obd Pvrsvanlbthe
tnd Component Manual (Edition 1. 2017), (N 4117), Synergy SystQms c
SSWMP Publicatl6efl✓ ifili;ip `6%pressure Distribution Networks for ST-SAS (01181) and
Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01101, R 10112)
GeoMat Mound Edition 1, 2017
Page 1 of 11
Mound and Pressure Distribution Component Design
Site Information
R Residential or Commercial Design N ISO Required?
400.00 Estimated Wastewater Flow (gpd)
1.50 Peaking Factor (e.g. 1.5 = 150%)
600.00 Design Flow (gpd)
11.00 Site Slope (%)
100.35 Installation Contour Line Elevation (ft)
27.00 Depth to Limiting Factor (in)
0,40 Ir-situ Soil Application Rate (gpd/ff)
128.00 Contour Length Available (it)
Distribution Cell Information
6.50 Cell Width (it) . - 75.00 Designer Input Cell Length (ft)
2.00 Dispersal Cell Design Loading Rate (gpd/ft') 60.00 Dispersal Cell Length Required (ft)
2 Influent Wastewater Quality (1 or 2)
Pressure Distribution Information
E Center or End Manifold
2 Numberof Laterals
3.25 Lateral Spacing (ft)
3.261 Forcemain Drainback (g
al)
0.50
Foroemaln Filter Loss (ft)
2.00
Forcemain Diameter (in)
20.00
Forcemain Length (ft)
92.00
Inside Pump Tank Elevation (ft)
0.166
Orifice Diameter (m) (e.g 0.25)
2.00-
- - Orifice Spacing (ft) _
4.55
System Head (it) x 1.3'�'
9A3
Vertical Lift (ft)
0.66
Fnction Loss (ft)
15.14
Total Dynamic Head (ft)
117.44
5x Void Volume (gal)
120.71
Minimum Dose Volume (gal)
39.85
System Demand (gpm)
Are the laterals the highest point
in the distribution Y
network? --. -- .-_
If N above, enter the elevation (ft) --. of the highest point.
Does the forcemain drain back?
F---6591 h2lod5ce
Diameter Selection
Manifold Diameter Selection
in. dia. options I choice
1.25 x
1.50 x -...
2.0 x x
3.00
Manufacturer Information
Treatment Tank Information Effluent Filter information
+250.0& Septic Tank Capacity (gal) S!PA TECH IN SEPTIC TANK ; Filter Manufacturer
Weser Concrete Products. Inc. Manufacturer A 100 IFilter Model Number
Dose Tank Information GallonsiInch Calculator
1060.00' Dose Tank Capacity (oa0 ___-_- Total Tank Canariy (oa0
SEE CHARI Dose Tank Volume (gallin) _ Total Working Liquid Depth (in)
- -
INFILTRATOR Manu{ecturer gaVin(anter result in coil DosaTankVolume)
Project: SUSAN L. HART-OAKINS
Page 2 of 14
Mound Plan View
—t
Obsenahon Pipe ❑3. - I
K j+
i AA
w t
B.
O
L
Mound Component Dimensions
A 6.5000 ft E 8 58 In
B 75.ft F 15 00 In
D 0.00 in G 0 50 It
l '
487.50 (ft) Dispersal Cell Area
8.00 (gpd/ft) Linear Loading Rate
Mound Cross Section View
H 1 00 ft
13.50 ft
J 3.95 ft
K
L
W
1 7.82 ft
1 90 65 ft
1 23 95 ft
1500 00 (ft2) Basal Area Available
7.50 (ft) 1110 B Obs. Pipe Placement
GeoMat Dispersal Area
Observation Pipe
12" ASTM C 33 sand as GeoMat
required for Geo Mat Distribution Cell
component GeoMat + 12" ASTM C-33 sand
102.60 Finish Grade --�
10143 Lateral Invert Elevation �1s1.. F.•.•.
10035 Dispersal Cell - •i�,•,
Elevation
Tilled Area
Forcemain
In situ soil
In situ sod
Shading Key
I Q Topsoil Cap
2 Subsoil Cap
3 ASTM C 33 sand (F)
4 0 ASTM C 33 sand (D)
g 0 Tilled Layer
0 0 Geo Mat
Cover Material
11.0
Contour Elevation 10035
See details on page 4 for number, size, and spacing of laterals.
Project: SUSAN L. HART-OAKINS Page 3 of 14
End Connection Lateral Layout Diagram
— ---_ - - _--
=Tum•up w e 1 valve or cleanout plug i
19 orifice located at Z
,'All orifices point down %
X
P
laterals & force main of PVC Sch 40 per SPS Table 384,30-51
Number of Laterals 2 Onfice Diameter 0.156 in
Lateral Diameter 2,00 In Orifice Spacing (X) 2.00 ft
Lateral Length (P) 7350 It Orifices per Lateral 37
Lateral End (Z) 1 50 ft Orifice Density 659 fttlonfice
Lateral Spacing (S) 325 It Manifold Length 325 ft
Lateral Flow Rate 1992 gpm Manifold Diameter 2.00 in
System Flow Rate 39-85 gpm Forcemain Velocity 4.07 ft(sec
Dose Tank Information
L,,Anr_: de. w. a,N umrr uch, .col
_
1, vV" I'll l I—, i
UIx,InRll1
r't Iran nu, I'Ira
'
I llrn r.J Ir.,ll uF.
t'Illu,rn lw�+nr J.+"J
r
rr+,I ,Nna
Faecert,aln damnter
Isla hurl,.,
11,t
'
2m
uml+aur
„a.•+,,.nr
A. bg61 gadc,
v ixl [+rr-.1
unuu
Sim/Tech Filter
STF JUDO 1/16 11,1h url XWD,..i
i'umpl m I In.e
C
r �'
Pump oe eievaoon (1)1
I`uny, Ul I:on•
9200
D
Done taM elevation (ft)
ilitnn9tH.N,-n..v_..-._.r.._.....,an:B::..::,,:.:lll:ra.l^:,n::1„ialll!
9200
Dimension Inches_
A 27 o4
Gallons
1714.,70
B
2.001
52.
C
S•OD
5+2O
D 10,00
ITL•60
Total r • 0
Fate, manufacturer Sim / Tech Filter _
Filter Model Number STF 100 1/16
INFILTRATOR
Capauty 106000
Volume SEE C gallinch
to TrMHEO)
Alarm Manufacturer SJE Rhombus
Alarm Model Number :AB TANK ALERT
Pump Manufacturer GOULD
Pump Model Number PE 41 - - -
Pump Must Deliver 39 85 gpm at 15.14 ft TDH
Project SUSAN L. HART-OAKINS Page 4 of 14
tNP I LTRATOR 1060-GALLON 1 AN I( VOLUME.
_
111JUiU VULUMF IN TANG
rornt nniclFnl':
(OTAL Lk1U,U
AT I(dDII ATE
tILIGII
HEIGHT
VOtUM( It, TMIN AT
HEIGht
LUMP%\NTP!f N'A ' f041PARTMTr11I,
___�INU!CA-EU
lo0w,
_J7/3 TOTAL VULUA-0t
Gillrnl;
JI 11/3
1
TO I At VO: U ME',
witom
__
Gal mn
V
_
__-
12
21--
7tr.9
4
f.
__-NSA__
-:•J - _—
279-
1 3 -
1475
04 7
49 A
to
177,A
t1!. Z
Il
- - -
l`J4.9
_
1)I7
_-'%_6
4`•G
I]
221.5
1A 7.7
,.IH --
if
n1p /
Ir4.5
L7
I4
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:91 �
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-
15
.98a
;9N7
^99
,b
?77.1
�21E 7
12S.0
_
t1�-
20
.129 9
1 ?:1(
;A?J
'1
q55?
9pi.i
1S:'
358E
20
S91 !
T9S �
197 "
i.J
GJ',1
5141
lure
-
31
_I i rgl.
13.E _.
`SyE
_34
312 n 1
p41._
/IC9
910,3
bit '
- 3U6 I -- -
--
.q
CROi
- -
J1_-
4a
IO7i .0
A3A
;54 7
---
46
1.2G1
JFSN
t119
98
1153.2--
-
775 i
_
4A7 J
dV
11A3 9
7RX 9
39+• 5
1247V
GeoMat Distribution Cell Media Layout
6 50 Cell Width (ft) i 63 Sidewall to Lateral (ft)
Distribution Cell Cross-section Arrangements
Q Q
Component Legend
0 Distribution Pipe With Pressure Lateral L-.J Orifice Shield
• Tumup Enclosure — — — — — Pressure Lateral
Ge Mal is covered with approved geotextile fabric as per the their product approval
Distribution Cell Plan View Layout - Typical
6 50 Celi Width • A (ft) 75 —00--1 Cell Length - B (ft)
Typical ispersal Cell
Sand Fill Recommended Distribution Lateral
--�� Orifice Shield
Pipe Dia. - -- — Approved Infiltrative Fabric
Gm Coponeponent
Infiltrative Surface/Plow Layer
Observation Pipes -
/ water T..h \
Ci c11`
TaOH fa,I "Min
sew,
1�EI instan at
lrtC0.'". ar !M ......
:'i[.a : 4 M
Shading ey
1 Topsoil Cap
2 Subsoil Cap
Z 0 ASTM C 33 sand (F)
a ASTM C 33 sand (D)
�] Tilled Layer
6 Geo Mat
See details on Page 4 for number. sne. and spacing Of laterals
Project SUSAN L. HART-OAKINS Page 5 of 14
Mound System Maintenance and Operation Specifications
Service Provider's Name DARRELL'S SEPTIC SERVICE _ i Phone 715-425-1025
POWTS Regulator's Name St Croix County SPIA - Zoning Office Phone (715) 386-4680 .
System Flow and Load Parameters
Design Flow - Peak 600 gpd Maximum Influent Particle Sizeall
in
Estimated Flow - Average 400 gpd Maximum BOD5 mg/L
Septic Tank Capactty 1250 gal Maximum TSS mg/L
Soil Absorption Component Size 487.5 f 2 Maximum FOG mg/L
Type of Wastewater Domestic Maximum Fecal Coliformcfu/100 mL
Septic and Pump Tank
Effluent Filter
Pump and Controls
Alarm
Pressure System
Mound
Service Frequency
Inspect and/or service once every 3 years
Inspect and clean as necessary at least once every 3 years
Test once every 3 years
Should test periodical)
Laterals should be flushed and pressure tested every 3 years
Inspect for pondmg and seepage. once everyAlears- _.
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap and are secured in as
shown in the Synergy Systems GeoMat Mound Component Manual Version 1, 2017.
2. Dispersal cell media conforms to GeoMat products approved for use with the Synergy Systems GeoMat Mound
Component Manual Version 1, 2017. Media is covered with an approved geotextile fabric
3. All gravity and pressure piping materials conform to the requirements in SIPS 384, Wis. Adm Code.
4. Tillage of the basal area is accomplished with a mold board or chisel plow.
5 The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost
penetration.
Lateral Turn up Detail
6-8" Diameter Finished Threaded Cleanout
Lawn Sprinkler Grade \ Plug or Ball Valve
Box \y
Lateral Ends at Last Ori�,ehere
Long Sweep 90 or Two
45 Degree Bends Same
Diameter as Lateral
Distribution Lateral Lateral Cleanout
3.5 Feet
Protect: SUSAN L. HART-OAKINS Page 6 of 14
Mound System Management Plan
Pursuant to SPS 383.64, Wis. Adm. Code
General
This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component
manuals [Synergy Systems L.L.0 , Geomat Mound Component Manual version 1, 2017, Pressure Distribution Component Manual Ver, 2 0
SBD-10706-P (N. 01/01) and SSWMP Publication 9 6 (01181)] and local or slate rules pertaining to system maintenance and maintenance
reporting.
Septic and pump tank abandonment shall be in accordance with SPS 383 33, Wis Adm_ Code when the tanks are no longer
used as POWTS components
Septic or pump tank manhole risers, access risers and covers should be inspected for watertightness and soundness Access openings
used for service and assessment shall be sealed watertight upon the completion of service Any opening deemed unsound, defective, or
subject to failure must be replaced Exposed access openings greater than 8-niches in diameter shall be secured by an effective locking
device to prevent accidental of unauthorized entry into a tank or component
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s 281 48, Stats The contents of the septic
tank shall be disposed of in accordance with NR 113, Wis Adm Code The operating contlnion of the septic tank and outlet filter shall be
assessed at Least once every 3 years by inspection
The outlet filter shall be cleaned as necessary to ensure proper operation The filter cartridge should not be removed unless provisions
are made to retain solids in the tank that may slough off the filler when removed from its enclosure. If the fitter is equipped with an alarm,
the fitter shall be serviced if the alarm is activated continuously Intermittent filter alarms may indicate surge flown or an impending
continuous alarm
The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the
tank_ If the contents of the tank are not removed at the time of a thermal assessment, maintenance personnel shall advise the owner as to
when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank
The addition of biological or chemical additives to enhance septic tank performance is generally not required However, if such
products are used they shall be approved for septic tank use by the Wisconsin Department of Commerce
Pump Tank
The dosing (pump) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verity proper
operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary If the force main has a weep hole,
It should be noted If it is functional during pump operation, and rf not, it should be cleaned
No one should ever enter a septic or dose tank since dangerous gases may be present that could cause death
Mound and Pressure Distribution System
No trees or shrubs should be planted on the mound Plantings may be made around the mound's perimeter, and the mound shall be
seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for
vegetative maintenance) on the mound is not recommended since sod compaction may hinder aeration of the infiltrative surface within the
mound and snow compacWn in the winter will promote frost penetration Cold weather installations (October -February) dictate that the
mound be heavily mulched as protection from freezing
Influent quality into the mound system may not exceed 220 mg/L BODs, 150 1 TSS and 30 mg/L FOG for septic tank effluent or 30
i BODs, 30 mg/L TSS 10 ni FOG, and 104 cfu1100 mL for highly treated effluent Influent flow may not exceed maximum design flow
specified in the permit for this installation
The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be
flushed of accumulated solids at least once every 3 years. When a pressure test is performed it should be compared to the initial test when
the system was installed to determine it orifice dogging has occurred and if orifice cleaning is required to maintain equal distribution within
the dispersal cell
Observation pipes within the dispersal cell shall be checked for effluent ponding Funding levels shall be reported to the owner. and any
levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
Contirmencv Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system In
proper operating condition
If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective components) shall be immediately
repaired or replaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or
replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal
media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition.
Project C, 1 1 .. r I -�)4 i tJ `> Page 7 of 14
Wastewater
METERS FEET
40
PE51
\
35
10
30
PE41
x
25�31
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20
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CAPACITY
PERFORMANCE RATINGS
PE31
Toial Head _
(feet of water)
GPM
52
0
42
29
20
16
25
PE41
Total Head
(feet of water)
GPM
8
6'
10
57
15
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70
35
25
'S
MODELS: PE31, PE41, PE51
HP:.33, 40. 50
70 GPM 80
15 m3/h
PE51
Total Head
(feet of water)
GPM
10
57
5
54
20
50
25
39
30
26
35
8
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48" (1219 mm)
6" (152 mm)
6' (152 mm) 1ANKTOP
320 b5 (145 kg) -_-__ HALF
TANK
NILRIOR
ALIGNMFNi
DOWEL
IM-1060 General Specifications and Illustrations
The IM-1060 is an injection molded two piece mid -seam
plastic tank. The IM-1060 injection molded plastic design
allows for a mid -seam joint that has precise dimensions
for accepting an engineered EPDM gasket. Infiltrator's
gasket design utilizes technology from the water industry
to deliver proven means of maintaining a watertight seal.
The two-piece design is permanently fastened using a
series of non -corrosive plastic alignment dowels and
lacking seam clips. The IM-1060 is assembled and sold
through a network of certified Infiltrator distributors.
Must be backfilled and installed in accordance with
Infiltrator Water Technologies, Infiltrator IM-Series Septic
Tank General Installation Instructions and for shallow
ground water conditions reference the Infiltrator IM-
Series Tank Buoyancy Control Guidance.
Please visit www.intiltratorwatercom/Images/pdf/
ManualsGuides/TANK01.pdf for the latest information.
Working Capacity
Total Capacity_.
Airspace
Width
Length -to -Width Ratio
Height
j Liquid Level
4lInvert Drop
Fiberglass Supports
Coanpartments
Maximum Burial Depth
Minimum Burial Depth
Maximum Pipe Diameter
Weight__.
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1287 gal (4872 L)
16.5 %'
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127" (3226 mm)
62. 2" (1580 mm)
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Page 10 off4
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INDIVIDUAL SITE DESIGN
SUSAN L. HART-OAKINS
LOT 31, SCENIC HILLS/TOWN OF HUDSON
This design is for a site that has colluvial soil conditions. There is 13 to 30
inches of natural fill material over the original buried A Horizon. It is evident
that this material has been in place for a long period of time as the roots in
the fill material are the same size as the original roots in the buried A
Horizon. There is no evidence of any redoximorphic features. This
soil condition will not impede any wastewater entering the original ground
surface or with the treatment per SPS 383 Wisconsin Administrative Code.
Loading rate will be 0.� gpd/ft.2 to spread the water over a longer area so
that it may be accepted into the soil slowly. A berm will be constructed to
divert any water that may enter the site for the new private wastewater
treatment system (POWTS).
Attached is the elevation map from the County website showing elevations
for this site. The elevations are higher on two sides and showing a steeper
ravine to the southwest going into a concave area below the tested site
which explains the natural fill material. The existing POWTS which is a
below -ground system has functioned for 17 years. The soils are mapped
as a Burkhardt-Sattre complex and near Fluvaquents.
LOT 31
OFFSET STAKES AAE 1U
x DENOTES WOOD LATH SET
OENOTES WOOD HUB $ET
3&35 DENOTES EXIS' NO ELEVATION ON OFFSET HU8
1
I, Douglas J. Zohler, Registered
Wisconsin Land Surveyor. hereby
certify that this Stake —out Plan
was prepared under my direct
supervision and is correct to the
best of my knowledge and belief.
IQ1Y
IOp
to d
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M In
0
= to
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to V
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iQi R
T
ST. CROIX COUNTY, WISCONSIN
19
loam; weak medium and coarse subangu-
lar blocky structure; friable; strongly
acid; clear wavy boundary.
B3-16 to 20 inches; brown (7.5YR 4/4) loamy
sand; weak very fine subangular blocky
structure; very friable, about 15 percent
coarse fragments by volume; strongly
acid; clear wavy boundary.
IIC-20 to 60 inches; brownish yellow (10YR 6/6)
sand and gravel; about 25 percent coarse
fragments by volume; loose; medium
acid
The solum thickness and depth to sand and gravel
range from 12 to 24 inches. The A horizon is dark
reddish brown, very dark brown, or black. It is 6 to
20 inches thick.
The B horizon is sandy loam or light loam. The C
horizon is mostly sand and gravel that originated
mainly from igneous or metamorphic rock. It is 20 to
45 percent coarse fragments. The B horizon is strongly
acid or medium acid, and the C horizon is medium acid
or slightly acid.
Burkhardt soils are near Dakota and Sattre soils.
They are not so deep to sand and gravel, and they con-
tain more sand and less silt and clay than Sattre soils.
Also, they are not so deep to sand and gravel, their A
horizon is not so thick, and they contain less silt and
clay than is typical for Dakota soils.
BrB—Burkhardt sandy loam, 1 to 6 percent slopes.
This soil is on outwash plains and stream terraces. Most
areas are elongated or irregular in shape and range
from 10 to SO acres in size.
This soil has a profile similar to the one described
as representative of the series, but its surface layer is
darker colored.
Included with this soil in mapping are some areas in
drainageways where the surface layer is loam or silt
loam. Also included are small areas of steeper Emmert
soils.
Runoff is slow, and the hazard of erosion is slight.
The hazard of soil blowing is moderate.
This soil is suited to soybeans, corn, grasses, and
alfalfa. Crop yields are generally limited by low avail-
able water capacity. Where irrigated and fertilized this
soil is well suited to corn, potatoes, and other row
crops. Controlling erosion and soil blowing are impor-
tant factors of good management. Capability unit
IIIe-3; woodland group 3d1.
BrC2—Burkhardt sandy loam, 6 to 12 percent
slopes, eroded. This soil is on knolls of river terraces
and pitted outwash areas. Most areas are oblong and
range from 5 to 30 acres in size. This soil has the
profile described as representative of the series.
Included with this soil in mapping are small areas of
Emmert soils and small areas in natural drainageways
where the surface layer is loam or silt loam.
Runoff is medium, and the hazards of erosion and
soil blowing are moderate. In most areas erosion and
soil blowing have caused tilth to deteriorate and have
reduced the content of organic matter in the surface
layer.
This soil is poorly suited to row crops. It is suited to
grasses, alfalfa, or pine tree plantations. Crop yields
are generally limited by low available water capacity.
Controlling erosion and soil blowing and maintaining
organic matter content are important factors of good
management. Capability unit IV"; woodland group
3d1.
BxB—Burkhardt-Sattre complex, 2 to 6 percent
slopes. The soils in this complex are on outwash plains
and stream terraces. Most areas are irregular in shape
and range from 10 to 60 acres in size.
This complex is about 40 percent Burkhardt sandy
loam, 35 percent Sattre loam and silt loam, and 25
percent other soils, mainly Pillot and Dakota soils. The
Burkhardt soil is mainly on or near the crests of knolls
and in the steeper, more eroded parts of the complex.
The Sattre soils are on slightly concave, less eroded
parts of knolls, drainageways, and depressions. Pillot
and Dakota soils are in some drainageways, depres-
sions, and concave areas_
Included with these soils in mapping are a few areas
where the loam or silt loam extends to a depth of 5
feet or more. Also included are small areas on the
crests of knolls where the surface layer is sandy and
gravelly and the soil is severely eroded; and a few small
areas where slopes are less than 2 percent or more
than 6 percent.
Runoff is slow, and the hazard of erosion is slight.
Soil blowing is a moderate hazard on Burkhardt soils.
Most areas of this complex are cultivated. These soils
are suited to corn, oats, and alfalfa. In many areas crop
yields are limited by low available water capacity. Con-
trolling erosion and maintaining organic matter content
are important factors of good management. Capability
unit IIIe-3; woodland group MI.
_,eTBxC2—BurkhardtSattre complex, 6 to 12 percent
,slopes, eroded. The soils in this complex are on pitted
outwash plains and stream terraces. Most areas are
irregular in shape and range from 10 to 200 acres in
size.
This complex is about 50 percent Burkhardt sandy
loam and loam, 30 percent Sattre silt loam and loam,
and 20 percent other soils, mainly Pillot and Dakota
soils. The Burkhardt soils are mainly near the crests of
knolls and on steeper, more eroded parts of this com-
plex. The Sattre soils are mainly on concave, less eroded
parts of the knolls, depressions, and drainageways. Pil-
lot and Dakota soils are in some depressions and drain-
ageways.
The Burkhardt soils have a profile similar to the one
described as representative of the series, but the sur-
face layer is slightly thinner and lighter colored. The
Sattre soils in many of the depressions and drainage -
ways have a profile similar to the one described as
representative of the series, but the surface layer is
slightly thicker and darker colored.
Included with these soils in mapping are a few areas
where the soil is gravelly and sandy and severely
eroded, and a few areas of wet soils. Also included are
a few small, steep areas of Emmert loamy sand and a
few small areas where slopes are less than 6 percent or
more than 12 percent.
Runoff is medium, and the hazard of erosion is
moderate. Burkhardt soils are subject to soil blowing.
Erosion and soil blowing have caused tilth to deteri-
orate and have reduced the organic matter content in
the surface layer.
This complex is suited mainly to grasses and alfalfa,
but some corn and soybeans are also grown. In many
ST. CROIX COUNTY, WISCONSIN
Most areas of these soils are cultivated. A few areas
are in wetland pasture or trees.
Representative profile of Floyd silt loam, 0 to 3 per-
cent slopes, in a cultivated field, 200 yards south and
200 yyards east of northwest corner of the SEt/t, of sec.
24, T. 28 N., R. 17 W.:
Ap-0 to 6 inches; black (N 2/0) silt loam; mod-
erate medium subangular blocky structure
parting to weak thin plates; friable;
many roots; neutral; abrupt smooth
boundary.
Al2 6 to 10 inches black (N 2/0) silt loam;
strong medium subangular blocky struc-
ture; friable; many roots; neutral; clear
wavy boundary.
AIS--10 to 14 inches; black (N 2/0) heavy silt
loam; weak and moderate medium gran-
ular structure; friable; many roots; neu-
tral; clear wavy boundary.
B1-14 to 23 inches; brown and yellowish brown
(10YR 4/3 and 5/6) heavy silt loam;
moderate medium subangular blocky
structure; friable; common roots; neu-
tral; clear wavy boundary.
IIB21t-23 to 27 inches; yellowish brown (10YR
5/4) loam; many fine and medium dis-
tinct yellowish brown (10YR 5/6) mot-
tles; moderate medium subangular blocky
structure; firm; thick continuous clay
films on surface of peds; few roots; com-
mon pebbles and cobblestones; neutral;
clear wavy boundary.
IIB22tg-27 to 32 inches; grayish brown (10YR
5/2) heavy loam; many medium promi-
nent yellowish brown (10YR 5/6) mot-
tles; strong medium subangular blocky
structure; firm; thick continuous clay
films on surface of peds; few roots; com-
mon pebbles and cobblestones; neutral;
clear wavy boundary.
IIB3tg-32 to 42 inches; gray (5Y 5/1) heavy
loam; many medium prominent yellowish
brown (10YR 5/6) mottles; moderate
medium prismatic structure parting to
moderate medium subangular blocky;
firm; thick continuous clay films on faces
of peds; common pebbles and cobble-
stones; neutral; clear wavy boundary.
IICg--42 to 60 inches; olive gray (5Y 5/2) heavy
loam; many medium prominent yellowish
brown GOYR 5/6) mottles; massive;
firm; common pebbles and cobblestones;
moderately alkaline.
The solum ranges from 40 to 50 inches in thickness.
The silt loam sediment is 20 to 30 inches thick. The A
horizon is black or very dark brown and 10 to 20 inches
thick.
The lower part of the B horizon is heavy loam or clay
loam. The lower part of the B horizon and the C horizon
are 0 to 5 percent coarse fragments.
Floyd soils are near Clyde and Skyberg soils. They
are better drained than Clyde soils. They have a thicker,
darker colored A horizon than Skyherg soils.
FdA—Floyd silt loam, 0 to 3 percent slopes. This
soil is on foot slopes and in drainageways of ground
29
moraines. Most areas are oblong and range from 5 to
60 acres in size.
Included with this soil in mapping are a few areas
where gravelly bands are in the subsoil and substratum
and a few areas consisting of deep silty alluvium. Also
included are small areas of Clyde and Skyberg soils.
This soil has a seasonal high, perched water table at
a depth of 1 to 3 feet. Runoff is slow. This soil is ponded
or flooded, especially early in spring. Surface drains,
water diversions and file drainage help remove excess
water and benefit plant growth. Frost late in spring and
early in fall is common on this soil.
Most areas of this soil are used for corn. Where
excess water is removed, the soil is well suited to most
crops. Capability unit IIw-2; woodland group 4ol.
Fluvaquents
t Fe—Fluvaquents consist of nearly level, somewhat
poorly drained soils that are on flood plains of rivers
and streams. Most areas are elongated in shape and
range from 5 to 120 acres in size. Slopes are 0 to 2 per-
cent. These soils formed in light and dark colored loamy
sediment deposited by flood waters. The sediment
ranges from sandy loam to silty clay loam, but in most
places it is stratified silt and fine sand underlain by
loose sand at a depth of 3 to 5 feet. This sediment has
been deposited too recently for distinct horizons to
form. Native vegetation was mostly wetland grasses
and sedges and some trees such as willows and elms.
These soils have a seasonal high water table at a depth
of I to 3 feet.
Included with these soils in mapping are small areas
of Duelm, Haider, Orion, Rib and Seelyeville soils, and
Fluvaquents, wet; Saprists and Aquents; and Udiflu-
vents.
Runoff is slow. and the hazard of erosion is slight.
The available water capacity ranges from moderate to
high. Natural fertility ranges from medium to high.
The organic matter content of the surface layer is mod-
erate. Most areas of these soils are flooded frequently
for brief periods, especially in spring. Some places are
dissected by streams, sloughs, and old stream channels.
Streambank erosion is a hazard in some places.
Most areas of these soils are in pasture, trees, and
brush. A few areas are in crops. If excess water is re-
moved and the soils are protected from flooding, most
areas of Fluvaquents are suited to crops. Capability
unit IIw-13; woodland group 3o2.
Fluvaquents, Wet
Fm—Fluvaquents, wet consist of nearly level, poorly
drained, and very poorly drained soils that are on flood
plains of rivers and streams. Most areas are elongated
in shape and range from 5 to 120 acres In size. Slopes
are 0 to 2 percent. These soils formed in dark colored
sediment deposited by floodwaters. The sediment
ranges from sand to silty clay. In most places this sedi-
ment is underlain by loose sand at a depth of 3 to 5 feet.
The sediment has been deposited too recently for dis-
tinct horizons to form. Native vegetation was mostly
wetland grasses and sedges, some shrubs such as alder
and willow, and a few scattered trees, such as elm and
— _
Sf File #I CxouNTv SANITARY SYSTEM o(ficeUseOnly
OWNERSHIP/ADDRESS FORM I offs 011
Community Development Department , ;Il utilize this information to provide the property owner with
information regarding operation and maintenance of your new or replacement sanitary system! This
information will be provided as part of our ongoing efforts to protect public health, your well, groundwater,
surface water, property values, and county resources. Once approved, this completed form and educational
information will be sent to you by email. If you would like to view your issued sanitary permit online, you can
do so by using the [Lgpeh(y Files �LLanned weblink.
OWNER/BUYER INFORMATION
Owner/Buyer
Mailing Addrt
City/State/Zip up%/y i bill 57,gb/&
Phone Number (required) 7lS-5/5'/ 9"IL2
Email Address r uired 1
Parcel Identification Number
(found on the property tax bill)
NEW SYSTEM: LEGAL DESCRIPTION
Property Location 1/4 , _pl W V4 , Sec. 7, T 2LN RAW, Town of 4441
Subdivision Plat. 5C. NLC !-i IL1S Lot # 3L.
Certified Survey Map # k Volume NL , Page # LLh
Warranty Dead # - t) i i 3� ef}6 ore 2006)Volume Page #
Number of bedrooms - !V Spec house nYesxno Lot lines identifiable O yeo!f no
New Property Address
OFFICE USE ONLY
(Verfeutlon of pw4dd. Ky„„ y from Con,n,uNir Ocvdupment 0eperunent for new consauabn.r
(Starr Initials) (Date)
This form must be submitted with all Private Onsite Water Treatment System (POINTS) applications.
Now System: Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified
survey map if feference is made in the warranty deed.
Community Development Department - Land Use Division
715-386-4680 St Croix County Government Center 715-245-4250 Fax
1101 Carmichael Road, Hudson, WI 54016
GENERAL INFORMATION
Personal xdomresori You provide may be used
Insp BM Elev:
OD. o 104.0
TANK
(ATTACH TO PERMIT)
.ry Lew, a. is 04 0)Im))
TYPE
MANUFACTURER
Septic
�CAPACITY
Dosing
0
Aeralial
Holding
TANK SETBACK INFORMATION
PUMPISIPHON INFORMATION
ManlLfacturer '-no
� GP
Model Number
TDH LIft Friction Loss ystem TDH Ft
Foreemain D+a. Drit. to Wert
SOIL ABSORPTION SYSTEM c - • a n.
14 17--
v
PI FVATION DATA
State Plan ID No
Parcel Tax No
020-1395-31-000
Section(Tami/Rangs/Map No
25.29.19,2425
STATION
BS
HI I
FS
ELEV.
Benchmark -0
/
Y
AIL BM
Bwg.S 4-1.109
1.gy
S3
Z .9
Sul
St/Ht Outlet
Dt Inlet -5C L_ /
I
0 / O
Ot Bottom
eade an.
I
a 4••L+
Dist. Pipe
Z
11. -7
3
z•O6
Bot. System
I•I+'
Final Grade
i—
7S. 3
St Cover
2
/
3.q
IL
io9a�
SLf•21
IZ719
IjQ Di
rt. ? 1. 2
,L( J.,s
I
7z
)o8•�S
BED/TRENCH
Wroth )
Length
No Of Tren
pIT DIMENSIONS
No a one
Inside Die Liqud Depth
DCAENSION9
r I%
�"1
SETBACK
SYSTEM TO
PIL
BUD
WELL
LAKEISTREA
LEACHI G
Man
INFORMATION
CHAMSER0
(y
Type System
7�'f�
Model Numlb rr
VIJ I MIOU I IVW J T J I CM -) "kA-1, . //_i 00
HB9depMgrijfpld 1 j�_ /
../ha1'i�a•
Length I Ora
Ofsinmoon /
PI r h1�T 31
Length Die xaorip
x Hole Size
x hbb Spedrg
Vent b M Intake
�1'1
50iL COVER x Pressure Systems Onty xx Mound Or At -Grade Systems Only i !2(0 7
Depth O
Over
ver
Depth Over
xx Depih of
xx SaWeWSoddeo
rot Mulched
eMrCenser
edthre s
Topsal
Yes No
Yea No
w•-`.v _
(Include code dlsnep es, persons presen , tc.) Inspection g1:—U�j ! Inspection p2:1_I__
Locatlon: 771 Kinney Road HH�udson, WI 54016 (SW 114 NW V4 25 T29N R19W Scenic Hills Lot 31 ,n�'QrTZ Parcel No: 2529.19 2425
1 )Aft BM Description 27 �t j = 8 }' �{ S,fQ(�I �v wig r
2.) Bwg sewer length
- amount of cover�eve-,
Plan then side
Required? yes !n '1 - - (v 4.fID�i/
Use other side for additional in(onnadm. _; / l/ V 7
5BU4710 (R.&971 Date InsepdCirs S lure�CerCert.No.
µa7l,e�eld of 4•:1�hel4�iarL1,
"Z/.
V.
:A
j'1
Memo
ST. CROIX COUNTY
WISCONSIN
ZONING DEPARTMENT
ST. CROIX COUNTY GOVERNMENT CENTER
1101 Carmichael Road
Hudson, WI 54016-7710
Phone:(715)386-4680 Fax (715)3864686
FromTodd i ni. POT e, In
Frwle Pam Quinn. POTWS Inspector �jyt
CC: Property Owners, Lots 31 and of Scenic Hdls
Dain 7/21=04
As a follow-up to my POWTS inspections, the following items need to be corrected so that the systems
comply with code requirements for building sewers that are greater than 100 feet long.
During the 5/14104 POWTS inspection for Lot 59 we discussed the merits of code requirements for
frost sleeves on building sewer cleanouts. Regardless of our opinions on the purpose frost sleeves
serve or their effectiveness, Comm 82.35(5)(a) states: "Underground piping. Cleanouts installed in
underground drain piping shall be extended vertically to or above the finish grade" and "2. A cleanout
located outside of building shall be provided with a frost sleeve." The section then continues with
specifications for acceptable pipe materials, where the frost sleeve must terminate above the top of the
drain piping, and that it must have a removable watertight top. The appendix for Comm 82.35(5xa)
shows a cross-section drawing of how the cleanout and frost sleeve must be installed
The cleanouts on both Lots 31 and 59 consist of only the SCH 40 4-inch pipe extending above grade.
Both building sewers had been installed and backfiiled prior to the date of inspection for the POWTS.
The pipe on Lot 59 extends less than 12 inches above grade and has a vent cap instead of a watertight
cap. This is apparently due to my requesting you make sure the system was vented, but putting a vent
cap on the cleanout doesn't comply with Comm 82. The requirements for vents on observation pipes
are contained in the In -Ground Soil Absorption Component Manual, Table 3 (page 8 of 33).
These two sites need code compliant cleanouts with frost sleeves and Lot 59 needs to have the vent cap
placed on one of the observation pipes that extends a minimum of 12 inches above grade.
Wisconsin Departnnent of Sate�y. rvices CST —aQ
Division of Ind �Vj
' SOIL ALUATI N EPORT page i of 5
..�n1
Wi JrJ J J, W4. ^urn. Uuums
(-UII! ecwra caw"'
Attach oomip ete plan on paper not than 8 1 x 11 inches in size. Plan must
include, but i lo:y� A al and point (BM), direction and
percent slope, s le or dim�nr ,and bcellon and distance to nearest road.
COmm
ease print all information.
Personal information you prowde may be used for secondary purposes (Privacy Law, S. 15 04 (1) (m))
County ST. CROIX
Parcel I D. 020 - I395 - 31 - 000
Rev by Da
p l
Property Owner
SUSAN L. HART-OAKINS
Property Location
Govt. Lot — SW 114 NW 1/4 S 35 T 29 N R 19
Property Owners Mining Address
771 KINNEY ROAD
Lot i
31
I Block #
1 --
Sibd. Name or CSW
SCENIC HILLS
City
HUDSON,
State Zy Code Plum Number
WI 1 54016 ( 715) 441 - 9128
ocity [:]1Akage LTown Nearest Road
KINNEY ROAD
New Construction UseQ Residential / Number of bedroorm Code denved design flow rate lo00 GPD
Replacement rl Public or cormlercial - Describe.
Parent material SANDY OUTWASH Flood Plain elevation if applicable NA ft.
General comments EXISTING TRENCHES HAVE FAILED. THERE IS WATER (EFFLUENT) AT THE GROUND SURFACE.
and recommendations. RE E ' REA NEEDS STATE ATION. THE HORIZON.
ZdtgytnuAL STE D6510IJ i7,Gpu.1REb. ON-61-rG COMALLTED g'} CECE
TE OF'W1SC09SWWA-'ITE"M lk
Borrg i El Bong
11 Pit Ground surface elev c". z0 ft Depth to lirxbrg factor 76 in. Soil Application Rate
Har¢on
Depth
in
Dominant Gobi
Munsell
Redox Description
Qu. Sz. Cont Color
Texture
Stnuture
Gr. Sz Sh
Consistence
Boundary
Roots
GPD T
'Effi1
1 '002
1
0-12
7.5YR2.5/3
A
2
12-30
7.5YR6/2
--
S
3
30-38
7.5YR2.5/2
-
sil
4
38-76
7.5YR4/4
-
S
5
76-82
7.5YR4/4
c3f7.5YR4'6&7.5YR&3
S
Berm i ❑ Boring 46
pit Ground surface elev. 47-Sri ft. Depth to limning factor in.
Sod Application Rate
Horizon
Depth
in-
Dominant Color
Munseli
Redox Description
Qu. Sz_ Cont- Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDIfF
'Effit
•Effi2
I
0-14
7.5YR3/3
-
sl
2
14-24
7.5YR2.5/2
SI
3
24-46
7.5YR4/4
s
` Effluent 91 = BOD > 30 < 220 mg& and TSS >30 < 150 nVAL ' Effluent #2 = BOO, < 30 rrglL and TSS < 30 nglL
CST Name (Please Prxtd Sm0 CST Number
MARY JO HUPPERT(Hollistel s Soil Testing & Design) - / /(� V� 224832
Address ��Date Evakiaboift ronducted Teleplwne Number
28497 King Arthur's Court, Danbury, WI 54830 05 - 21 & 06 - 03, 2021 715-426-1775