HomeMy WebLinkAbout030-2028-90-200 (3)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))
Permit Holder's Name: City Village Township
James Lee Newton and Mary Elizabeth I TOWN OF SAINT JOSEPH
TANK INFORMATION ELEVATION DATA
TYPE
MANUFACTURER
CAPACITY
Septic
Dosing
Aeration
�rw
od 5
v
TANK SETBACK INFORMATION
M®=M®
,•a
LIM
__--
=MA1W��A
®.-„-NEWAA.-1
mum=�=
PUMP/SIPHON INFORMATION
Manufacturer
Demand
GPM
del Number
H
Lift
Friction Los
System add
TDH Ft
F rcema
Length
Dia.
Dist to Well
SOIL A13SORPTION SYSTEM
BEDlTRENCH Width Length `
DIMENSIONS
SETBACK SYSTEM TO ICJ
INFORMATION
Type Of System:
DISTRIBUTION SYSTEM
t -? -r 7.5
_% ( t.7 0 t
STATION
BS
HI
FS
ELEV.
Benchmark
,r
S
♦.t•��
{�
cfl q
Alt.BM VQykkj,
-1
57•
Bld weer
11�x
St/ let
St/outlet
'
t Inlet,
Dt Bottom
Header/Man.
I
`,
Dist. Pipe
G
6
Bot. System
%J
I
• 0�1
Flnah6rad
'�. 22-
St Cover
/ / q•�
Q
CHAMBER OR
UNIT
Header/Mani/, Id t
stribuf
x ole Size
x Hole acing
Venl
t
pe(s
Length Dia
L g Dia Spaci
SOIL COVER x Pressure systems Only xx Mound Or At -Grade Svstems Only
Depth Over
Bedrrrench Center
(�
/ i
t
�% S
Depth Over
Bedrrrench
Edges' `
�r
/ _t`
xx Depth of
TO soil
xx Seeded/Sodded
Yes
xx Mu tl
es No
COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #(/1'�: Inspection #2:
Location: 1409 HILLTOP RIDGE O V (Q(�j' � - Iy�. QVl711 �s
2.) All g s Description =�1i� _Vvo \lS 011 Noll
2.) Bldg sewer length = %lam t, l 1yj a ✓ �j ry, n �n�M1
-amount of cover= Aa6Pll f iCAV `t0,•�r+V`�^'1�
Plan revision Required? Yes No %
Use other side for additional informali ` j$ _
SBD-6710 (R.3197) Date Insepclors Sig tur
Cart. No.
SYSTEM PLOT PLAN
Newton 3 Bedroom Septic System
Pmfed Address:
140914111 pRkas
SMI Symbol:.
BM Elevation: 10000'
BM Description:
Top of Septic tank manhole cover
BM2 Symbol: A
SM Elevation: 9650'
BM Description:
Top of concrete slab In front of detached garage
Slope Gradient of
Tested Area: (2%)
Well Symbol (d applicable)
Notes: See Rat Map for complete map
Design Flow: 450 GPD
Aaach design now calcdiabons for
commercial plans:
Pipe Materials IASTM Standard
Tables 394.300.3 a 3M 3 5
30344'
Property Line
T1- Erieting Yx375' Chamber trench
T2- Existing V47.5' Chamber trench
T3• ExiaSng 3'w43.5' Chamber bench
T4- Proposed 3'x75' EZ Flow Trench Ei.= 95.6'
T5- Proposed 3'x75' EZ Flow Trench EI = 95.6'
TB- Proposed 3'x75' EZ Flow Trench EL= 95.6'
99'
I
1
I
I
l
I
e
r 60 90 124
as
■
9T
O
98' t 1
1
I I
■ 1 /
1 (5
T -��
2% ope \
GaN)nh
3 1
Driveway '\ I B3
\ 1
1 11
■I 1
82
I I
am i i a"fef4tx VC we 7
Existing
3 Bedroom 1IM2 \�
house
Existing Week's C. P,
1000 gal Septic tank.
Pdylok 525 to be installed. Garage
Page 2
„S
�i dusky Services Dision
Stx )!/N'o2�a 0 �61490
E Washington AveSanitary
nN
P.O. Box7162
Permit Number (to be filled i n b Co.)
yMadison,37
7-7162
rmit App ieat'
state7 ransaetion Ntmber
� mmental unit
In accordanceW is. Adm. Code, submission of this fimn to the apPre:Powls
is required pour to obtaining a sanitary permit Note Application forms for stateowned are rated to
Project Address (if different it= mailing address)purposes
the Department of Safety and Prot'essional Services. Personal information you provide may be used for sbcon
in accordance with the Privacy Law, s. 15.04f I m Slats.
1409 Hi&op Ridge
1. Application Information - Please Print All Information
Property Owner's Name
Parcel a
James Newton & Mary Swinhagen((D
�L�,//
030.2028-90-200
- a. U. 20 yyo I
Property Owner's Mailing Address
Properly Lot&=
14091filltop Ridge
Govt. Lot
NE'/., SW %., Section 22
City, State
Zip Code
Phone Number
Heathen, Wi
54082
onc)
T 30N R20Eo
11. Type of Building (check all that apply)
®lur2
t.m a
10
Fatuity Dwelling - Number of Bedroo�1;
p
a.F
Subdiviskm New ^)O
NA
❑ Public/Commercial — Describe Use
�.e
lockirwl (!Xe�ufl ate21
J(
❑
L �' r '
U�I�
❑ State Owned — Describe Use
'SM Number
7 n-
!ice J �O
SZ=1$CSPON LEZ.LS W1
�.�.} �.S•r�r
❑Village of 1„Jr•�v
Village
ge
0 Town of St Joseph ��UWA� o1j'7(a
111.
T e of permit: Check on one . Co
B if a
A.
❑ New System ® Replacement System ❑ Treemnent/lloldin Tank Re acement Only
g pl y
❑ Other Modification to Existing System (explain)
B.
❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transler to New
List Previous Permit Number and Date Issued
Before Expiration Plumber Owner
208933, 3f28/1998 /
IV. TyDe ofPOWTS Com t/Device: Check all dudapply)
® Non -Pressurized:— In -Ground ❑Pressurized In -Ground ❑ At•Grede ❑ MoutM> 24 m. of suitable sod Mound -.a24 in, of suitable soil
Iluldmg Tank Other ispersai Component (explain) ❑ Pretreatment Device (explain) ;, v4,,� Ir' � i tia EZr—Lbwlzo
V. Dis ersitVIrrestment Area Information: , 4i
Design FI (gpd)
DesignSo!lAl5piliatiorn, Dispersal a Required (sf)
Dispersal A posed (sf) Sysem Elevation
450
Ratelgpd 1125
1125 95.60'
0.4
VI. Tank Info
Capacity in
Gallons
Total
Gallons
N of
Units
i•Manufacturer
s r
e
° T
y 2
$
._L
New Tanks
Exi mg'Iamks
jj 0�
Septic or Holding Tad;
1000
1000
1
Weeks Concrete Products
❑
Dosing Chamber
VIf. Responsibility Statement- 1, the undersigned, assume responsibility for installation orthe POWTS shown no the attached pleos
Plumber's Name (Prim)
Plum . i rc
rJ�%Li.�
MP)MPRS Number
Business Phone Number
John Schmitt
l�
223760
715-760-0486
Plumber's Address (Street, City, State. Zip Code)
586 Valley View Trail, Somerset, WI 54025
V Ill. County/Department Use O 1
Approved lsapprov
\/ _
Permit Fee
Lin
I -Diae.lssuedJ Issuing Agent ■
�f
❑ en Reamn for Denial
S -Go
V
11
IX. Co�BprovaNRea�ons for Disapproval 3 'a f4 (anon exi s-h
1. Septic nk, effbreM fI11N and 1 /
dispemsl r,411 most p�taMStllf 5 f�1�n11 l_h7i p 1 Vh4eI
by plumber.
as per wanagement plan provided
I
2. All setbaCk meq%JlMnW is most bit maintained
as per appliable coduordblencee.
AMO m muipkk puma For the ayekn and submit to the County omly om P. r cot leas Has a., % 1.1 iv et in ne / t
j�1D"fE Nor diEwed aS -Eitt� fi fadid�Ivuwa�+tc-�
SBD-6398(1103/14) �foJe S�S*M4t., SPZt ain5 eAt �c�, aw l-�tioa.
ST. CROIX COUNTY ZONING OFFICE
CERTIFICATION STATEMENT
FOR UTILIZATION OF EXISTING SEPTIC TANK(S)
This is to certify that I have inspected the existing septic and/or dose tank
presently serving the following residence:
(Street address) 1409 Hilltop Ridge located
at: NE '/4, SW '/4, Section 22 , Town 30 N, Range 20 W,
Town of St. Joseph , St. Croix County Wisconsin.
Upon inspection, I certify that I have found the tank(s), to the best of my
knowledge, will conform to the requirements of SPS. 384.25, and it (they)
appear(s) to be functioning properly.
Most recent date of inspection or service
Did flow back occur from absorption system? Yes_ No
(if no, skip next line.)
Approximate volume or length of time: gallons minutes
Tank Capacity: 1000
Construction: Prefab Concrete x Steel Other
Manufacturer (if known): Weeks Concrete Products
Age of Tank (if known): 3/28n996
Permit
(if known) 208933
John Schmitt
Signature) (Print Name)
MPRS 223760
(Title)
7-62o
(Date)
(License Number) MP/MPRS
Form to be completed by licensed plumber (Dept of Safety and Professional
Services Chapter 305 and s. 145.06, Wisconsin Statutes) or licensed disposer
(NR 113 Wisconsin AdmigWrative Code)
Rev. 2/2012
Page 10
CONVENTIONAL COMPONENT DESIGN
INDEX AND TITLE PAGE
Project Name: Newton 3 Bedroom Replacement Septic System
Owners Name: James Newton & Mary Steinhagen
Owner's Address 14G9 Hilltop Ridge
Houltonn, WI 5402580
Legal Description: NE1/4, SW1/4, S22, T30N, R20W
Township St. Joseph
County: St. Croix
Subdivision Name: NA
Lot Number: 10 Block Number
Parcel I.D. Number 030-2028-90-200
Plan Transaction No.
Page 1
Index and title
Page 2
Plot Plan
Page 3
Septic Tank Specifications
Page 4
Effluent Filter Information
Page 5
Valve Diagram
Page 6
System Sizing & Cross Section
Page 7
EZ Flow Information
Page 8
Management and contingency plan
Page 9
Septic Tank Maintenance Agreement
Page 10
Existing Tank Certification
Page it
Warranty Deed
Page 12
CSM or Plat
Attachment 1
Soil Evaluation Report
Designer: John Schmitt
Date: 6/8/2020
Signature: �%Z 17j7( _ >
Licnese Number: MPRS 223760
Phone Number: 715-760-0486
In -Ground Soil Absorption Component Manual Version 2.0 SBD-10705-P (N. 01/01)
Paee 1
SYSTEM PLOT PLAN
Newton 3 Bedroom Septic System
Project Addreas
14W HNltop Ridge
BM1 Symbol AL
BM Elevabon 10000'
8M Descnption
Top of Septic lank manhole cover
BM2 Symboi A
BM Elevation ' 98.50'
BM Descnpbon
Top of concrete slab in front of detached garage
Slope Gradient of
Tested Area: (2%)
Well Symbol (if appecaNe)
Notes: See Plat Map for complete map
Design Flow: 45D GPD
Aftaah design flow calwlabons for
colnmorcial plans
Pipe Materials / ASTM Standard
Tables 384.30.3 & 384 30.5
4"SCH 40 PVC pipe I ASTM. 02W5
3034 4' PVC pips
Property Lino
T1- Existing T47.5' Chamber branch
T2- Existing 3'x37.5' Chamber bench
T3- Exising 3'x43.5' Chamber trench
/ T4- Proposed 3'x75' EZ Flow Trench EI = 95.6'
/Gl T5- Proposed 3'x7S' EZ Flow Trench El.- 95.6'
T6- Proposed 3'x75' EZ Flow Trench El.= 95.6'
3
d 1
I
I
I
I:
Driveway
O
7 0
Existing
3 Bedroom
house
1
Existing Week's C. P
1000 gal Septic tank.
Polylok 525 to be installed
B4
lum3
=IFFMOUS
97
98' ll
I 1 I
Bi 1
■ 1
T T e
1
2%
3
I B3
8 I
2
7
I
BM2
Garage
Page 2
t
commerce.wi.gov
isconsin
Department of Commerce
February 16, 2010
WEEKS CONCRETE PRODUCTS
RAY WEEKS
1832 215TH STREET
NEW RICHMOND WI 54017
SAFETY AND BUILDINGS DIVISION
Plumbing Product Review
P.O. Box 2658
Madison, Wisconsin 53701-2658
TTY: Contact Through Relay
Jim Doyle, Governor
Richard J. Lelnankugel, Secretary
Re: Description: SEWAGE TANKS, CONCRETE
Manufacturer: WEEKS CONCRETE PRODUCTS
Product Name: SEPTIC, HOLDING, OR PUMP
Model Number(s): 1000
(49 IN. L.L., 21.76 GAUIN., 84 IN .MAX. DEPTH OF BURY 511 G.P.D. WHEN USED AS A
SEPTIC TANK BASED ON A 3 YR. SERVICE INTERVAL FOR RESIDENTIAL
WASTEWATER;. TANK DIMENSIONS = 84 IN. L X IN. W X 49 IN. H )
Product File No: 20100040
The specifications and/or plans for this plumbing product have been reviewed and determined to be in compliance with
chapters Comm 82 through 84, Wisconsin Administrative Code, and Chapters 145 and 160, Wisconsin Statutes.
The Department hereby issues an approval based on the Wisconsin Statutes and the Wisconsin Administrative Code. This
approval is valid until the end of JUNE 2016.
This approval is contingent upon compliance with the following stipulation(s):
• This tank must be designed to withstand the pressures to which it will be subjected.
• The manufacturer must keep at the manufacturing plant a set of plans and specifications bearing the department's
stamp of approval. The plans and specifications must be open to inspection by an authorized representative of the
department.
• When this product receives wastewater from dwellings and is used as a septic tank, it will produce an effluent quality
with a maximum monthly average value for BODS of greater than 30 mg/L and less than or equal to 220 mg/L TSS, or
greater than 30 mg/L or less than or equal to 150 mg/L TSS, and F.O.G. of less than 30 mg/L.
• Approval is issued for this product as being equivalent to a floor outlet water closet when the fixture drain is installed
in the vertical position. The design meets the intent of s. Comm 82.32 (5) (c) and 84.20 (5) (n), Wis. Adm. Code, which
requires water closets to discharge through a minimum diameter 3" drain pipe or fitting and the bowl to conform to ANSI
Standard At 12.19.2M. The intent of the code is met since this product provides the same functional performance as water
closets that meet ANSI Standard Al 12.19.2M.
• BEDDING: Bedding material shall be used to provide a uniform bearing surface. A min. of 4-inch base of
send or granular bed on top of a form and uniform base is recommended. The tank should not bear on rocks. Sites
with high ground water tables should have specially designed bedding. Soils should be compacted under the tank.
This approval supersedes the approval issued on 4/21/2005 under product file number 20050106. This approval letter shall
be incorporated with your previously approved plans and/or specifications approved under product file number 20050106.
As of May 15, 2008, a copy of a successful water tightness test report for this product must be AVAILABLE FOR
INSPECTION AT THE MANUFACTURER'S PLANT prior to this product being used as a POWTS holding or treatment
tank in Wisconsin.
The department is in no way endorsing this product or any advertising, and is not responsible for any situation which may
result from its use.
Sincerely,
Jean M. MacCubbin, CST
Engineering Consultant --Plumbing Product Reviewer
Commerce; Safety & Buildings Div.; PO Box 2658; 201 W Washington Ave.; Madison WI 53703-2658
Phone: 608.266-0955; Fax: 608-283.7456; E-mail: Jean.MacCubbin@wisconsin.gov
SBD-10564E (N.10/97)
File Ref: 10004003.DOC
Page 3
WIN! 1
Inna"?a ,n I'man D,.niij Zabel`
& wo?i Aer pwdp Apv,ww, cl Pcttlo Inc
IM
PL-525 Effluent filter
PL-525 Filtgpf
The PL-525 filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has
525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off ball
installed with every filter. When the filter is removed for cleaning, the ball will Float up and temporarily shut off
the system so the effluent won't leave the tank.
I eatures:
• Rated for 10,000 GPD (gallons per day).
• 525 linear feet of 1/16" filtration.
• Accepts 4" and 6" SCHD 40 pipe.
• Built in gas deflector.
• Automatic shut-off ball when filter is removed.
• Alarm accessibility.
• Accepts PVC extension handle.
PI-525 Installation:
Ideal for residential and commercial waste flows up to
10,000 gallons per day (GPD).
1. Locate the outlet of the septic tank.
l%16" Filtration Slots
Alarm Switch
10,000 GPanal)
2. Remove the tank cover and pump tank if necessary.
Accepts
3. Glue the filter housing to the 4" or 6" outlet pipe. IF SCHD 40 pipe
the filter is not centered under the access opening use a
Polylok Extend & Lok or piece of pipe to center filter.
4. Insert the PL-525 filter into its housing.
5. Replace and secure the septic tank cover.
P1.-525 Maintenance:
The PL-525 Effluent Filters will operate efficiently for
several years under normal conditions before requiring
cleaning. It is recommended that the filter be cleaned
every time the tank is pumped, or at least every three
years. If the installed filter contains an optional alarm,
the owner will be notified by an alarm when the filter
needs servicing. Servicing should be done by a certified
septic tank pumper or installer.
1. Locate the outlet of the septic tank.
2 Remove tank cover and pump tank if necessary.
3. Do not use plumbing when filter is removed.
4. Pull PL-525 cartridge out of the housing.
5. Hose off filter over the septic tank. Make sure all
solids fall back into septic tank.
6. Insert the filter cartridge back into the housing making
sure the filter is properly aligned and completely inserted.
7. Replace and secure septic tank cover.
accepts 1" PVC
.ter lion Handle
Rated for
10,000 GPD
525 Linear Ft.
of 1/16"
Filtration Slots
Certified
NSF%ANSI Standd
ard 460 Nomm ,
1),td,un timmtf0tcr ALnm
Polyluk Zabel & Best filters accept
the SmanFilter® switch and alarm.
Gas Deflector
Automatic
Shut -Off Ball
I s4•nd 4 I uN `•
Easily installs
into existing tanks.
Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: 203.284,8514 www.polylok.com
Page 4
A.
Home About Site Map Order Info videos 8 Literature Contact Drip Systems
Treatment Controls Products DownMpsds _... Design GWdance
e
The Bull Run ValveT" is designed to split flows to septic
fields or systems. In addition to the advantages of longer
life and easier installation it is the most public health safe
alternating device available for wastewater disposal
applications. The use has absolutely no contact with
wastewater due to the valve's leak -proof and external
operating characteristics. The change over from one
drainage field to another can be accomplished in less than
a minute by simply turning the valve without digging or
contact with wastewater.
I
C
ITEM
DESCRIPTION
BRV4
BULL RUN
VALVE 4"
BRVBULK
BULL RUN
VALVE a KEY ONLY
BRVCIRISER
BULL RUN
VALVE RISER W/ CAST COVER
BRVKEY28
BULL RUN
VALVE KEY 28"
BRVKEY36
BULL RUN
VALVE KEY 36"
BRVKEY48
BULL RUN
VALVE KEY 48"
M v,
R ER CAP
AMPTM
R WR
T1AE
0 oI rpm
W LYE DMCII ON
MPOLE
Ir OUT PORT
ir IN PORE
The Bull Run Valve is available in 4" sch 40 pvc
and is suitable wherever septic disposal systems
are used - in commercial, industrial, and
residential applications.
OPERATING THE VALVE
The direction control handle should be rotated
periodically to direct effluent to one or the other
of two septic fields. After removing the screw cap
at the top of the riser tube, the valve handle can
be turned with the valve key furnished.
BULL RUN VALVE
Complete Valve Kit
Contains
1. Bull Run Valve body
2. 28" Valve Key
3. Riser Cap Adapter
4, Watertight Access Cap
BRVCIRISER - 4"
ADJUSTABLE TO 28" HIGH
Page 5
IN -GROUND GRAVITY DISPERSAL AREA
Uniform Elevation Trenches with EZ1203HP Bundles
3-ft Trench (down -sizing credit)
I
Geotextile l
Cover
SOIL COVER
12'
min, trench
depth t
(typical)
System Elevation = 95.6 ft.
(typical)
mkt 12'
(typal)
Septic Tank(s) Manufacturer.
Weeks Concrete Products
Septic Tanks) Volume(s):
,Ix)0
gal gal gal gal
Effluent Filter Manufacturer.
Polylok
Effluent Filter Model #, 535
TYPICAL TRENCH
CROSS SECTION VIEW
(No Scale)
Provide minimum 3 ft
separation between trenches.
TYPICAL TRENCH (Show location of inlet! outlet pipe connection on plan view.)
PLAN VIEW
(NO Scale) 4e 0 Obaev eson pipe shall be installed
at unchon wealth two vnde.
Perforated Lateral Observation Pipe
(typical) (typical)
r-
------------- ----- --
B = 75 ft
(typical)
INSTALL PER TRENCH:
v
od
7 10-ft bundles @ 50 f EISA/unit = 3_50 T ft'
+ 1 5-ft bundles @ 25 ff EISA/unit = 25 ft'
= Proposed EISA per trench = 375 ft'
OBSERVATION PIPE DETAIL
IWo arms)
Screw -Type n
Shp Cap (boss)
4`0 PVC Pipe —
Top of ppe to amm.,es
at or above finished! grade
(4(1 µ%1�' X (I' Sloes
® apart
10 ft
Anchonng Devcs
�A=3.0 ft
(typical)
EZ1203H Bundle
(typical)
(mfd by Irillitrator Sys ms, Inc.)
Install pursuant to manure rte's instructions
1125
— Finish" Grade
(mulched d seeded)
Topsoil Cover
(nun 1 foot)
Infihmbon
surface
Required Infiltration Area = Distribution Method:
x 3 trenches = Proposed Total EISA = 1125 ft'
branched manifold
m
W
O
-rl
-P
_RESET
Installation Instructions for
EZflow Systems in Wisconsin
Wisconsin Department of Commerce, Safety and Buildings
Division, has reviewed the specifications and/or plans for this
product and determined it to be in compliance with chapters
Comm 82 through 84, Wisconsin Admin. Code, and Chapters
145 and 160, Wisconsin Statutes. All sites must meet the mite
& Sal Conditions & Locations & Isolation distances as noted in
local regulations.
The approved products are 1203H (3-12" bundles with pipe in
center bundle in 5' or 10' lengths) and 1203HP (3-12" bundles
with pipe in each bundle in 5' or 10' lengths.
A single pipe bundle contains a tour inch perforated pipe sur-
rounded by EPS aggregate and is held together with poly-
ehtylene netting. A single aggregate bundle contains aggregate
only and is held together with polyethylene netting.
Materials and Equipment Needed
• EZflow Bundles
• EZflow Geotextile Fabric
• EZflow internal Pipe Couplers
• Pipe for Header and Inlet
• Backhoe/Excavator
Installation Instructions
The instructions for installation of EZflow products are given
below. This product must be installed in accordance with state
rules defined in chapters Comm 82 through 84, Wisconsin Ad-
ministrative Code, and Chapters 145 and 160, Wisconsin Stat-
utes, as well as the local health department's current design
manual.
1. After the local hea@h department has determined sizing,
configuration, and layout for the EZflow systems, stake
or mark with paint the location of trenches and lines. Be
careful to set correct tank, invert pipe, header line or dis-
cretion box and trench bottom elevations before instal-
lation of pipe bundles.
2. Remove plastic EZflow shipping bags prior to placing
bundles in the trench(es). Remove any plastic bags in the
trench before system is covered.
3. This product must have geotextile fabric that meets re-
quirements of s. Comm 84.30 (6) (g), Wis. Adm. Code,
installed directly on top of the product and extending
down along the sides of the product to a point at least six
inches from the bottom of product.
4. When installed in a trench, the trench should be dug to
a width of 36 inches. This not only saves labor in excava-
tion, but also provides better load -bearing capacity after
backfilling is complete.
Cy INFILTRATOR
5. The Absorption area (SF) necessary for a given site shall
be sized based on maximum daily sewage flow (GPD) and
the Permeability for the site. If certain criteria is met, the
EISA sizing can be used in Wisconsin, resulting in a 40%
smaller drainfield.
6. Race EZflow bundle(s) in the EZfkmv configuration ap-
proved by system design permit specified for the particu-
lar site. The top or center -most bundles containing pipe
are joined end to end with an internal pipe coupler. Any
additional aggregate only bundles that may be required,
should be butted against the other aggregate -only bun-
dles and do not require any type of connection.
The top of each GEO cylinder contains a filter fabric pre -
manufactured in between the netting and aggregate. The
fabric is inserted to prevent sal intrusion. The installer
shall make sure the the GEO is positioned upward and is
in contact with the fabric contained in the adjacent cylin-
der before backfilling.
8. The EZflow Drainfield Systems should be installed in a
level trench in all directions (both across and along the
trench bottom) and should follow the contour of the ground
surface elevation (uniform depth), with all continuous
adjoining 10-foot cylindrical bundles placed end to end,
with central bundle distribution pipe interconnected,
without any dams, stepdowns or other water stops.
9. The trench top shall be graded such that water will not
pond. Backfill should be seeded or sodded immediately
after completion to reduce erosion.
10. EZflow EPS bundles are flexible and can fit in curved
trenches as may be necessary to avoid trees, boulders, or
other obstacles.
11.EPS aggregate is lighter than water, therefore, it might
be expected that natural buoyancy forces would tend to
cause EZflow assemblies to float out of ground when
ponding occurs. Field experience has shown, however,
that this is not a problem when systems have a minimum
of 6" of soil cover as recommended by manufacturer.
1203H-GEO
- Geotextile
Barrier Material
Page 7
PAGE 4 OF 4
In -ground Gravity Management Plan
IMPORTANT:
The owner of this in -ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to
requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall
be considered a human health hazard if not maintained in accordance with this approved management plan.
Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in
accordance with SPS 383.52 (3), Wisc. Admin. Code.
Maximum Dispersal Area Operating Limits:
Design Flow = 450 gpd; BODE 5 220 mgL"; TSS 5150 mgL-'; FOGS 30 mgL-'
Inspection Checklist INSPECT EVERY 3 YEARS
type of use
o age of system
nuisance factors (i.e. odors, user complaints, etc )
o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.)
o material fatigue (i.e., leaks, breaks, corrosion, etc.)
c solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i e., distribution / drop boxes)
neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.)
extent of ponding in distribution cell prior to dosing
dosing irregularities - if applicable (i.e.. pump re -cycling, Float switch settings, etc.)
electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.)
distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification)
surface discharge of effluent or sewage back-up into structure served
Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary)
o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis.
Stats. when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or
as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code.
o Effluent filters) shall be inspected every 3 years and shall be cleaned when necessary to remove any
accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12
months.
System maintenance reports shall be submitted to the proper local government unit in accordance with
SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to:
Name of individual or company: Schmitt & Sons Excavating, Inc.
Phone: 715-760-0486
Local government unit: St. Croix County Community Developement Phone: 715-386-4680
Local government unit address: 1101 Carmichael Road, Hudson
ZIP: 54016
Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin.
Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. Admin, Code.
No product for chemical or physical restoration of the POWTS may be used unless approved by the department in
accordance with SPS 384, Wisc. Admin. Code.
Contingency Plan
In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to
a plan submitted to the appropriate agency for review and approval. A failed in -ground dispersal component may be
abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils.
System Abandonment
If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code.
Page 8
ST. ( ROIX COUNTY
SI PI I(
\tif>
I V\1 RSI III'( I P III It \ I IM fOR\f
James Newton & Mary Steinhagen
Mailing Addr,.!..1409 Hilltop Ridge, Houlton, WI 54082
Pn,Pcit} \ddress 1409 Hilltop Ridge, Houlton, WI 54082
I`.:I .III H, I„I .• .1� �. ,_, 1)('i :: .I. ,. I'.
„I. Houlton WI 030-2028-90-200
_t:er, Idrnhlit:nian Aunli,c:
L.FGAL DESCRIPTION
Pr(,r�rt, I ll"atl..q NE SW INC, 22 .1 30 . R20 \\. I(l\\It,t! St. Joseph
tiuhdi\icon Plat __--- 10
( ertified Suns} flap k \'nhlmC
V%urranh Deed a Ih.Inrc 2uU711',11umc
•p„•.,nc Q,.:d" Int k,:c.'Jent;li.!hi�Q,:•.QnI,
sisnm MAINTENANCE .AND OWNER C•F.RTIFI( ATION
. ,11 WIle, Ilw.nkl nL1011" il'k ..7 • Intl •,c I.I., _ ...: ❑' d.Itcd !"10 ill !:, I,:,meGi.c I UIIO, I., Wl"11, P.IMc, Vnil4••
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Mc '., ,tell. d1❑ .11 :,Ill Ills i,U1JI,l1t1 i'1 11,c 10' I, IXII, J„1 11 I" nl ,I.L I'�'n'hc I, J+IC JI'PO I,II , dCPI 1 IynCI 111,11 t1 I I"I.1nCe
I:yn'I+,,I IInI„ arC ,pcc•',W n 7%a1^d in t h.rrtc• I' - 1; t 1..:,. ' h�.manl.c.
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iY, q,Crll1'I nl'J .IIll l' hl A n hlr nt 1 ,I tlr'.I lth d,,J w,l dt:d In I{t,L•1,1,'I ill Dvcd, ( )l11R
\umber.of bedroom. 3
SI(iV \R RI I)I \PII.I( \XT(II
6 1 20
"" \n, In .. I+;•u wn ill it I. MI.I Cllra•,cn::,I ma, tv,wl ,!I the :aullar, ,,rrna brin_ rc, of e.i IIe IIlannm_ A /nnl;)e I )cp,uvnc•iII "'
llk u,lc ,t1111 I11''1'I(`p' I Ia;!Ill ,I I CC„!&II'I,II'Ianl, JCcI! 1111M Ills KcC ,ICI 11' 1 )evil, 11(Ii, v.IL1J .1 itic'emlied +;v 1C1 nlal, II
. rll Iruu'. ry 9,ddC in Ih, ., drv.ull, JcC.I
lKt V. 04,121
Page 9
CS* _Zo2v- 12'7
< '} Department of j� #2041
I Safety and, �) LIEVIftm o oynL D Page 1 or 4
_ Professional Services
� C Schmitt Soil Testing, Inc.
I
Attach complete site plan on paper not less t : x l l inches in size. Ian must UN 1
include, but not limited to: vertical and horizontal reference point (BM), di ction and
percent slope, scale or dimensions, north arrow, and location and distan to nesamt fgO&
COmmunit
Please print all information. Y D
Personal information you provide may be used for secondary purposes (Privacy Law, a. 15.04 (1) (m)).
Mnnpr
-LOGO St. Croix
Parcel I.D.
030-2028-90-200
Property Owner
Newton, James & Steinhagen, Mary
Property Location
Govt. Lot NE1/4, SW1/4, S22, T30N, R20W
Property Owners Mailing Address
1409 Hilltop Ridge
Lot #
10
Block #
1
1 Subd. Name or CSM#
CSM 9/2556
City State Zip Code Phone Number
Houlton WI: 54082 1 612-743-9829
❑ City ❑ Village 0 Town Nearest Road
St.Joseph I Hilltop Ridge
New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial - Describe:
Parent material Outwash ( Hubbard loamy sand Flood plain elevation, if applicable NA ft.
General comments Replacement area is suitable for a conventional system with a 0.4 gpolsgftr rate. System elevation for replacement are is 95.6.
and recommendations: Slope of area is 2%.
Boring # ❑ Boring
Pit Ground surface elev. 98.45 ft. Depth to limiting factor 84+ in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDM'
•Eaa1
•East
1
0-3
10yr3/3
none
sl
2mgr
2fsbk
mvfr
as
2c,2vf
0.6
1.0
2
3-16
10yr3/4
none
sl
mvfr
gw
2c,2f
0.6
1.0
3
16-40
10yr4/4
none
sl
2msbk
mvrr
gw
lvf
0.6
1.0
4
40-62
10yr5/6
none
Its
lcsbk
fmffr
is
--
0.5
1.0
5
62-84
7.5yr5/6
none
gnlcos
lrsbk
rmtfir
—
—
0.7
1.6
2]
Boring # � Boring
Pit Ground surface elev. 98.45 a. Depth to limiting factor 84+ in. Soil Application Rats
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDM'
•Eaa1
*01112
1
0-4
10yr3/3
none
sit
2mgr
mvfr
as
lc,2vf
0.6
0.8
2
4-20
7.5yr4/4
none
sl
2msbk
mvfr
gw
lvf
0.6
1.0
3
20-41
10yr4/4
none
its
lcsbk
mvfr
gw
--
0.5
1.0
4
41-84
1Wr4/4
none
sl
lmsbk
mfr
--
0.4
0.7
• Effluent #1 = BOD? 30 < 220 mg/1- and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mglL and TSS < 30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc. Dale Evaluation Conducted Telephone Number
1595 72nd St. New Richmond, WI 54017 5/6/2020 715-760-1978
salmno(n.mroo)
Property Owner Newton, James & Steinhagen, Parcel ID # 030-2028-90-200
Page 2 of 4
31
Boring # ❑ Boring
Pit Ground surface elev. 98.0 R. Depth to limiting factor 84+ in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description Texture
Qu. Sz. Cont. Color
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDM'
'EW
•Ef#t2
1
0-3
10yr3/3
none sl
2mgr
MW
as
2vf
0.6
1.0
2
3-32
10yr5/6
none
Ifs
2fsbk
mvfr
gw
lvf
0.6
1.0
3
32-84
10yr4/6
none
sl
lmsbk
mvfr
----
0.4
0.7
Borng # ❑ Boring
PR Ground surface elev. 98.39 R. Depth to limiting factor 34 2x' in.[Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Cu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consislen
SVPdary
Rods
GPDM'
'East
'En#2
1
0-11
10yr3/3
none
sl
2mgr
mvfr
as
2c,2vf
0.6
1.0
2
11-20
10yr4/3
none
IN
2fsbk
mvfr
gw
lvf
0.6
1.0
3
20-34
10yr4/4
none
sl
1msbk
mvfr
as
—
0.4
0.7
4
34+
10yr8/6
LIMESTONE
B.R.
--
—
—
--
NP
NP
❑ Boring
Boring # ❑ ph Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horzon
Depth
in.
Dominant Color
Munsell
Redox Description
Ou. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDM'
'EB91
'Efr#2
Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <--150 ni • Effluent #2 = BODs < 30 mgfL and TSS -�-30 mgA-
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 608-266-31 S 1 or TTY 608-264-8777.
SBU-UJJ(li-M of Sdmia Sul TW&ro. Inc
HILLTOP RIDGE
Conducted for: James Newton
1409 Hilltop Ridge
Houlton, 1N1 54082
PID: 030-2082-90-200
NE1/4 SW1/4 S22 T30N R20W
Town of St. Joseph
by: Thipmas J
CST 2Z7429
4/17/2020
W'
LOT 10 t
I
I
I
Existing Infiltrator Trerc�ee/ i
/1 J
O
MUSE
s�
BM 1 100.00' Top of Septic Tank Manhole cover
BM 2 98.50' Top of concrete slab in front of detached gararage
service door
Septic Tank Outlet El. 101.10'
St Croix County, WI
Legend
Lakes and RNers
Rivers and Shama
— Inienblec
US Highways
State Highwsys
County Highways
Loral Rabe
Rued- Roads
Ramps
Road Right of Way
rasus�e s.sm
mr sse
s.e..e
nose
v.w sow
Railroads
Convey➢nce DNWIon
0 20 40 soft
DISCLAIMER. This map is not guemnteed to be
acaxale, correct, Whent, or complete and
conclusions drnvn sh, the responsdAdy of the
uses.
!af' 8]Ar
St Croix County, WI
Legend
Lakes and Rivers
Rivera and Streame
o-.
Intendates
US Hiijr ays
State Hig"ays
County Higtrways
Local Roads
Rustic Reeds
Ramps
Road RigM of Way
Railroads
-- Conveyance Di ision
l
0 100 200 300ft
CISCL IMER. This map is not guaranlee0 to be
arnaate, caned, amam, or compete and
condusiona on. are th. reeporis,hb y of the
user.