HomeMy WebLinkAbout026-1306-00-027Wisconsin Department of Commerce
Safety and Building Division
GENERAL INFORMATION
Personal information you provide may be used for secondary
Todd Marek Construction Inc
TANK INFORMATION
PRIVATE SEWAGE SYSTEM
INSPECTION REPORT
(ATTACH TO PERMIT)
[Privacy Law, 5.15.04 (1)(m)]
City village Towns
TYPE
MANUFACTURER
Z [ 41
CAPACITY
Septic
T
IAl i E5u`
1 Z56
Dosing
Aeration
TANK SETBACK INFORMATION
"®Mm
W
Mom®
=
�=i
M�IWA
Mew
WMEIVAM--_
A&'E.
®mmmm=
PUMP/SIPHON INFORMATION
SOIL ABSORPTION
GPM
)H Ft
7
OF RICHMOND
ELEVATION DATA
STATION
BLt
-17
HI
FS
Q'4 ELEV.
Benchmark
2.15
�D2•
. ZS
Alt. BM
Bldg. Sewer
(oZ
ppC
ll J.SZ.
SUHt Inlet yy
`•95
_ q o65
St/Ht Outlet
•-� .
`l"f . 35
Dt Inlet
Dt Bottom
Header/Man.
Sbi
Z
• 8
9Z.
Dist. Pipe
Bot. System
-�•,
D•
Final Grade
-1 •
94. 5
St Cover
c�
2.26
99, 5
ZL.-.._�
BEDITRENCH
DIMENSIONS
Width
Leng�6I
No. Of Trenches
Z
PIT DIMENSIONS
No Of Pits
Inside
Ligwd Depth
SETBACK
INFORMATION
SYSTEM TO
PILW
IBLOG
WELL LAKE/STREAM
LEACHING
CHAMBERG
UNIT
Manufacturer+„ r;
J '4'
I u
i-'r
Type Of System:
C q
13
r_ 31
'7 7 /
Model Number.
14
vru r MIDU r wr\ a i a r im
Header/Ma ifoId l�
1
Length Dia
Distribution
Pipe(s)
x Hole Size
x Hole Spacing
Vent to Air Intake
Length Dia Spacing
Y PrRCGrIrP CVGfamc nniv yr kfi--A A, A._r_•n A.. C....•....... 1-...
Depth Over
Be r h ClIter t
Depth Over
Bed/Trench Edges Z st
xx Depth of
Topsoil
xx Seeded/Sodded
Ixx Mulched
Yes No
COMMENTS: (Include code discrepancies, perso s present, etc.) Inspection #1: Inspection #2:
Lids sutwd o� _
Location: esc 96TH = -^1 �' t� rb p N W ei 4- C rJ
1.) Alt BM Description = �i � �� �\/'�•'r' v
2.) Bldg sewer length = Is N �( �(��. -V&k \r`
- amount of cover = ;>'R.% ��� rov_ Ip r . � ��
Plan revision Required? es No C �"'
Use other side for additions Informs Ion
SBD-6710 (R.3f97)
Date Insepctor's S ature
r
Cert. No
-!n1
"l V' �)1/
Jai -
•-v.v -
county .
f� G
Safety and Buildings Division
Sanitary Permit Number (to be 511ed in by Co.)
FE8 p6 2p2p
201 W.�ashington Ave., P.O. Box 7162
63 7-7162
adison
�I�j?2
o x CO ��oPmene
S 4C�
" f — arritary Permit Apf 1icah
State Transaction Number
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit:
Note: Application forms for state-ofted POWTS are'submitted to
Project Address (if differint than 'f address)
is required prior to obtaining a sanitary permit.
the Department of Safety and Professional Servies. Personal information. you provide may be used for secondary
purposes in accordance with the PrivacyinLaw, s. 15.04 1 , Slats.
I /O ' 1
J NI
Parcel #
-L A "lieation Information— Please Print All Information
Property Owner' Name ,,.
pf� Co el j tvtk<t:-fog e�v�
O Z 6 .1306 Do.c27
Property Owner's Mailing Address
Property Location p IQ r 3
v�p
® Z 7-
-
Govt. Lot
�, � V, Section Zy—
City, state -
Zip(C;ode
Number
j /rr1 �[ ,�} ' p.
C^ \'Gl7s r`Ci✓0 lN•1
�[D1T
'Phone
/1 �Z�Q
T 3L) N. R rtioonCl
-�s�—
H. Type of Building (check all that apply) -
Lot #
^'7
f%
Subdivision Name
�lmr2Family Dwelling —Number of looms
�E �t5 of GIIu-ot..f 2! u
Block#
❑ City of
❑ PubliclCommercial—Describe Us dGV_
�—
❑ State Owned —Describe Use
❑ Village of ,�ff
ZTnwn of X tee../ ,_"-, /14,0
CSM Number
III. Type of Permit: (Check only one box on line A. Complete line B if applicable)
C
A.
ew System
❑ Replacement System
❑ Treatment/Holding Tank Replacement Only
❑ Oth r Modification to Existing System explain)
B.
❑Permit Renewal
❑ Permit Revision
❑ Change of Plumber
❑ Permit Transfer to New
List Previous Permit Number and Date Issued
Before Expiration
Owner
.
IV. Type of POWTS System/Component/Device: Check all that apply)
on -Pressurized In -Ground ❑ Pressurized In -Ground ❑ At -Grade ❑ Mound> 24 in. ofsuitable soil ❑ Mound <24 in. of suitable soil
❑ Holding.Tenk ❑ Other Dispersal Component ( lain) ❑ Preoe Device (ex lain)
V. Diu ersaVl'reat nt Area Information:
Dtiu Flow (gpd) V
Design Soil Application
Dispersal At" Require Dispersal Arcs Proposed (sl)
870r
System Elevati Z a
C?Z
�a0
z
® ,
1
VI. Tank Info
Capacity in
Gallons
Total -
Gallons
# 0
Units
e Manufacturer
\
u
n
d
�1�
Qpn
y
�
New Tanks
E�dating Ticksy
Gi V
to
�n
LL t:J
W
Septic w Holding Tads
Dosing (lumber
wS1
r/
--
VII. Responsibility Statement1, the undersigned, assume responsibility for installation of the POINTS shown on the attached plans.
Plumber' f{ne (Print)
Plumber's Signature
MP/MRRS Number
Business Phone Number
e e��
zz `fq
�i aT (`�fi
Plumber A ess(Sheet, City, State, Zip Code) —
CLc,
Coun /De
artment Use Only_
1VIIII.
yy Approved
❑ Disapproved
PermitFeeDate
u
1s Agent Signature
f v
'Q Owner Given Reason for Denial
S D UC)
�i
IX. Conditions of ApprovaLlReasons for Disapproval . � 1 ��� /]t s, t�' �� � W r`
SYSTEM OWNER: /
1. Septic tank, effluent filter and
.dispersal cell must be serviced / maintained
ii:
as per management plan provided by plumber. bY�
asper appllraL0ftYUMR1ffaAIC@�,orthe system and submit lo a ouaryoo on paper not Ims, than 8 In z Iq Incitena
SBD-6398 (R. 11/11)
�C1Cppy
00
IL-t,
�e f z7
4e---�T 3
ffL+
Arz(-A
1� t
`L [a,�1COPY
Project Name:
Owner's Name:
Owner's Address:
Legal Description;
Township:
County:
Subdivision Name:
Lot Number:
Parcel ID Number:
CONVENTIONAL COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
—ia,� X -Z a0 ,Jc�-..cx of l
or Gc' a / 5C
fi4f_e a L eGv%� arG /✓ru-o — . 2 ( cif
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Page 1
Index and title
Page 2
q
Plot Plan !
Page 3
System Sizing & Cross -Section / p
Page 4
Filter Specs
Page 5
Maintenancednformation
Page $"
Management Plan
Page (o
St. Croix Cty Septic Tank Maintenance Form
Page .?
Warranty Deed
Page $
CSM or Plat
Attachments:.Soil Test & House Plans
+It"N(C
/uMP
Designer/Plumber: Paj'IeP ,Utf_tyd4✓ License Number:
Date: Z _ (o — Z_r Phone Number 7/S 277 /eiKq;iK
Signature
Designed pursuant to the In -Ground SoilAbsorptionComponent Manuel for POMS Version 2.0 SBD-10705-P (N.01/01).
Page 1
0 4�
10
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1201-
TOP VIEW
in
WLP1250—MR
TANK SPECIFICATIONS
0
DIMENSIONS:
WALL• 2 1/2"
BOTTOM: SEPTIC 3" d
OVER: 5"
EI[. )/ ANHOLE: 24"_ I.D. PRECAST CONCRETE RISER
JUN j 9 NGTH: 120 1/4' O.D.
2020 WIDTH: ea• O.D. .
BELOW INLET: 41' O.D.
St Goix County _ LIQUID LEVEL: 36"
mMaun Development WEIGHT: 8,810 LBS.
AND.OUTLET:
4' CAST —A —SEAL BOOT OR EQUAL
GASKET, CAST —A —SEAL BOOT OR EQUAL
INLET AND OUTLET BAFFLE AND FILTER:
WISCONSIN, SEE DETAIL #10
(OTHER STATES SEE CHART)
LIQUID CAPACIT C 34.81 GAL/IN
HOLDING TANK:
OUTLET HOLE PLUGGED
ACTUAL CAPACITY: 1.253 GALLONS
LOADING DESIGN: 6 0' UNSATURATED SOIL
MN TANKS:
WILL HAVE ONE VENT OVER OUTLET
AND WILL HAVE TWO VENTS IN=VER OVER INLET
4" INLET — — — — 4' OUTLET
Y M
2a•
�I
SIDE VIEW
TANK CAN BE USED AS:
SEPTIC/ HOLDING/ PUMP OR SIPHON
CUSTOMIZED TANKS:
TANKS CAN BE CUSTOMIZED CONTACT WIESER CONCRETE
Q o
Z) O
1 Z N
�
L Z N U
F
W W
N x
0 /
% TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS iz
O 0
Daily Wastewater Flow (DWF) _ �7
# of bedrooms x 150 gal/day/bedroom =iL gal/day
Design Loading Rate (DLR) or Soil Application Rate = t / gpd/ft' (per SPS Table 383.44-1, 2, or)
ft' = ft
Required Distribution cell area = DWF'O gal/day + DLR ` � BPd /
# Chambers = Required Distribution cell area
�.s�ft' - 7,0 ft'/unit EISA = —Chambers
Chamber Manufacturer and Model: I�V r v `
Actual Distribution cell area = Required cell area 060 ft' +
Zft'/unit EISA End Cap Pair=� ft'
4" Schedule 40 PVC
`f vent pipe with vent cap
12 inches minimum
Trench 1 Sys-
tem Elevation
Z5ft
12 Inches minimum
. ft ft
34 inches Soil Cover
� c - Inch Chamber Height
zit Trench 2 System
Elevation
Trench Sep . aration Leaching Chamber Width. ft to limiting factor
Plan View In-ilzround Soil Absorption
Modify
�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllllllllilllllllllliillllllllllllllllllllllllllllilllllllllllllllllllllllllll ■
LeachhIg Chambers�design as
-
inch Header
Jch. 3� 3�
90 ft with end camps
Draw O for a vent and 40 for Observation Pipe above. They will be.located l ftfrom the end of the cell.
Vent pipes shall be Schedule 40 PVC and extend at least 12 Inches above finished grade.
Observation pipes that extend above finished grade must also be 4 Inch Schedule 40 PVC.
TM earagpa loco ea NY ew, a an
akaf elf aY'IafaOYl Ya Yid 4YM aN
arewelw wck up
iln araethn M!e n+..Y wales
aldr Yry bad Ne��edl erid eUERky
Singl*4%m Filter Cam
wlwra.wsa.r,rw.
wa.rr. rtrMd,
Heavy -Duty outlet
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raaeaudsam..leasleeYm
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"a'1'1'�+%�'::'..Y.
warn MdeureMvrdwn
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alow"Winmr
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wvemr.elMXpfrrrN�wW
1
warawY.4Yanam
Molded -In Hubs
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e Falrrleld BN , Wallingford, Cennecticut 0e0.e2
1d 4054115115 Fax 2 25441514
email: styes®poMoY.cgn
Wab sac. w.vppolylokcom
A Great Design -� .— __ ._ _ .__
The Dent GF10 fitter doasnt just trap "Ids, its
unlque conical shape design allows unwanted
material to flow over the plates and fall back
into the tank The filter has a one-piece houw
in g made of impact resistant PVC.
The GF10 filter plates are locked together with
five riba and two mWorre of 1f' Schedule
40 PVC pipe. This unique configuration pro -
Vida even weight distribution and maximum
strength.
The GF70 Is rated at 2500 GPD and is available
in 118% V10' and 1132' filtration level& The
smaller filtration levels are ideal for residential
settings and the 1/32" filtratlon can be used
in most commercial applications including
wastewater treatment systems, grease traps,
dog Iannels or salons.
'BEST 10" FILTER
The GF10 Is b1o1w1 for, its strength.
The housing, as wall as the outlet were
designed with durability In mind. To
show Just how strong the filter is, we
placed a 420 pound concrete riser on
top of the GF10 fitter case and corn
nected It to a 4' Sch 46 pipe.
Tofuriherimprwethe strength of this
filter, our engineers redesigned the
handle, making It even sturdier than
the original design.
"
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, Wrsc. Admin, Code. Pursuant to-SPS 383.52 (2), Wisc. Admin. Code, this system shall
be considered a human health hazard rf 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 Operatina Lfmfts:
Design Flow = t'- j',J _ gpd; BODa 5 220 mgL"; TSS 5150 mgL"'; FOG 5 30 mgL"
Inspection Checklist INSPECT EVERY 3 YEARS
o type of use
o age of system
o nuisance factors (i.e. odors, user complaints, etc.)
o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.)
,r o material fatigue (i.e., leaks, breaks, corrosion, etc.)
o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (Le., distribution / drop boxes)
o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.)
o extent of ponding in distribution cell prior to dosing
o dosing irregularities - if applicable (i.e., pump re -cycling, float switch settings, etc.)
o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.)
o distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification)
o surface discharge of effluent or sewage back-up into structure served
Maintenance Checklist Checklist MAINTAIN EVERY 3 YEARS (or when necessary)
o Septic and dose tank(s1 shall be pumped by a certified septage servicing operator licensed under S. 281.48 Wis.
Slats. when the volumeof solids in the tank(s) exceeds one-third (113) 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 manufacturers specifications. A servicing period will always be greater than 12
months,
System maintenance reports shall be submitted to the proper local government unit In acCaudance with
SPS 383.55 Wisc. Admin. Code. Report any component failure or nplfurtctlon to:
rr
Name of individual or company: C —lam `% L �y'�� Phtlrte: �(fJ�- Z73 -44 4
Local government unit _S C_. ZONI�"�_ Phone: X44K '{6,Te
Local government unit address: ZIP: S`f 0 44
Any defective part of this systerri_Shall be repaired,sepiaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin.
Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 303, Wisc. Admin. Code.
No product for chemical or physical restoration of the POWfS may be used unless approved by the department in
accordance with SPS 384, Wisc. Admin. Code.
Continency, Plan
In the event that any failed treatment component of this-POWfS 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.
Systcm Abandonment
If use of this POWfS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code.
ST. CROIX
MAINTENANCE
COUNTY �j,�1
SEPTIC TANK MAINTENANCE AGREEMENT / Jr x) /_ )
AND aj
OWNERSHIP CERTIFICATION FORM
Owner/Buyer
4-T O
Mailing Address
17Dy
ZZ )36-Q
A ir/lA4onJO (cl( 7Wl7
Property Address
(Verification required from Planning & Zoning Department for new construction.)
City/State AXLu% AI C41y7p Al Parcel Identification Number 000L7
LEGAL DESCRIPTION *6504�
Property Location 11/4 , .,5 '/4 , Sec. lV , T _,5N R�W, Town of
Subdivision -�rld 9ZG=�S _ o< Ly'l" Lot #
Certified Survey Map # Volume Page #
Warranty Deed # q Volume Page #
T�
Spec house tf) no
Lot lines identifiable ® no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper
maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into
the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance
responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site
wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
less than 1/3 full of sludge.
I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the
standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin.
Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning &
Zoning Department within 30 days of the three year expiration date.
Uwe certify that all statements on this form are true to the best of my/our knowledge. I/we am/are the owner(s) of the
property described above, by virtue pf a�+arranty deed recorded in Register of Deeds Office.
Number of bedrooms
SIGNATURE OF APPLICANT(S)
2=16 /Zp
DATE
***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. ***
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed.
(REV. 08/05)
PREPARED FOR:
SIENNA CORPORATION
4940 WING DRIVE
SUITE 608
EDINA. MN 55435
SURVEYOR:
DOUG1AS & ZAHLER
S & N LAND SURVEYING INC.
2920 ENLOE STREET
HUDSON, W 54015
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.9LN EASEMENT -
.SEE EASEMENr
TABLE "S' FOR
O/MEN9aJS I
33,13Y
COUNTY PLAT OF: T H E
SEE SHEET 1
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� 574��f 531,$J
I
LOT 25
GLENS OF W]
LOCATED IN THE NE1/4 OF THE SE1/4,
SEI/4, PART OF THE SW1/4 OF THE S:
SEI/4 OF THE SE1/4 OF SECTION 18, ANI
OF THE NE1/4 OF SECTION 19, ALL IN T
RICHMOND, ST. CROD COUNTY,
/RO U
LOT 26 LOT 38
f 2876 ACRES
125.279 SO. FT. - / "70
S7
47g56
�o
I92&5' - \ l LOT
1O23 073
\.
1 j NL M j 219.8Z• ,/
`\ m� Cf iP^' '1•�. 531.3y �J4{2p�
HriE-923.3 \\ 105,5 =ry� Y, \�6p 6
�a LBO-92&2 JS8/� '1.7GA
EAAAS'EMENT
LOT 36
N / per 1 SEE EA- EASEMENT
EN �\ ' /' ei / I'T �� �: t ACRES
RIVER
��TABLE 5' Ear \ ; \6�4fY / lOHWJ
; 1 41tAC
aM£N9AV5 �{N41'31'33'N' h3 LBO-9320
r30' N1DE U77U7Y u
Nb `I \ �'tJ•--._—.1 EASEMENT—_.--C—.
—150TH AVENUE
� _-= �� � � --- I_ —_—scuff• --�o
LO 5t.74 N88'0752 E S'Ss� `I f+ y48.9J �` FS82+31' --.--. aJ
1725OY512 JJA 19' S4v��~ n• n ` �... 30-E 66J't
UALITY `1� N 11 �. �&\'301.60'- 354.67
EASEMENT
lo. ........... I I 1 LOT
SIN LOT 28 AREA
Po
DRAINAGE
4A/NA _ aw• 2.264 ACRES _
EASEMENT `" ,��, 98,601 SO. FT. o' AREA A
LBO-92&2 !
--`n' u, y' 29t ACRES ,(3
33' m UBO-9520 All /
C
Combination Sept4vTaak and
PUMP CHAMBER CROSS SECTIOIJ Amo SPECIFICATIONS
WCATHCR FXOOF
,
VEwT CAP; JUIJCTIOIJ 5OX
ti C.L,VCUT PIPE I APPROvCD LOCKING
' DOOR MAWHOLE COVERul" +oi
=IQFROM
wARNIUG LRBHI".
;lIUOOWOR FRESH S aou�tT
tiSPoJ PIPE ALP,K INTAKE r r
YMIM.
WAIL.
"I PROVIDE I
INLET n AIRTIGHT SEAL I III
,., I I I I
64 L@ A., APPROYED J014
APPROVED JOIIJT-Lt1$EL F0. I III 1 W/C. T. PIP E°RP
W/C.T. PIPCOR Tank constzuction I II
shall comply with I I ALARM
ILHR 83.15 and 23.20 ° I II
I I oN
• � •I I
' I
PUMP --�
OFF
LIF FFFF 16LOCK
RISER EXIT PERMITTED ONLY IF TANK MAMUPACTURER HA5 SUCH APPROVAL UDO INC
5CPTIC f SPECIE S
005E W1$S�Z.C3CIteT� .
rAUK U MAUPACTURCR: 1JUMDER OF DOSES: � PER DAy
TANK SRCGAL.LOf4S 005C VOLUME (�
LAAh1 MAUUPACTURCR: � L�J r IUCLUDIMG, OAGKFLOW: / ` ' ` // GALLONS
MODEL WUMDCR: .r���k �✓L CAPALITIES: A=Z.:�ST9�
UJCHCS OR 15ALL0y3
SWITCH TtfPC: _ - ��% - D = Z INCHES OR � Z 4LLOU5
PUMP MAUUFACTURCR; g. 61-k C ` 7 INCHES OR C r ZW—LLOUS
MODEL MUMDEA: e i
D`& IkCHES OR J l�'ALLOUS
SWITCH TYPE: %E 4 NOTE: PUMP AND ALARM ARE To OC
MIUIMUM'DISCHARG RATE- .!_GPM INSTALLED OAl SEPARATE CIRCWTS
VERTICAL DIFFERENCE OETkCU PUMP Off AUO-015TRMUTIOu PIPE." I-ECT
1- MINNI�I0MUM NETWORK SUPPLY PRESSURE . ; , , , FEET
___SLFEET Of FORCE MIN X.T+innFRICTIOUFACTOR-24-EFEET
TOTAL DYNAMIC. HEAD = I I r FEET
As Per .manufacturer ZD° oaT/i,.
715 386 6144 P.01
APR-12-2005 16:28
e, GOULDS
APPLICATIONS
FERGUSON ENT HUDSON
PUMPS
Specially designed for the
following uses:
• Mound Systems
• Effluent/Dosing Systems
• tow Pressure Pipe Systems
• Basement Draining
• Heavy Duty Sump/
Dewatedng
METERS FEET
1 40
35
10
30
00 . 10
SPECIFICATIONS
Pump — General;
• Discharge: 1''" NPT
• Temperature: I WF (4010
maximum, continuous when
fully submerged.
• Solids handling: lk"
maximum sphere.
• Automatic models include a
float switch.
• Manual models available.
• Pumping range: see
performance chart or curve.
FE31 Pump:
• Maximum capacity: 53 GPM
• Maximum head:25'TDH
PE41 Pump:
• Maximum capacity: 61 GPM
• Maximum head: 29' TDH
PE51 Pump:
• Maximum capacity- 70 GPM
• Maximum head: 37' TDH
Submersible
Effluent Pump
PE
MOTOR
General:
• Single phase
• 60 Hertz
• 115 and 230 volts
• Built-in thermal overload pro-
tection with automatic reset
• Class B insulation.
• Oil -filled design.
• High strength carbon steel
shaft.
PE31 Motor.
• .33 HP, 3000 RPM
• 115 volts
• Shaded pole design
PE41 Motor.
• .40 HP, 3400 RPM
• 115 and 230 volts
• PSC design
PE51 Motor.
• .50 HP, 3400 RPM
• 115 and 230 volts
• P5C design
PE511
I
I
I
I
- I
I
MODELS: PE31, PE41, M51
•'I
I I
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L.
HR 33,.40. SO
p I
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-
2 GPM
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• I II
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20 30 40 50 60 70 GPM 80
FEATURES
t Corrosion resistant
construction.
■ Cast iron body.
■ Thermoplastic impeller and
cover.
■ Upper sleeve and lower
heavy duty ball bearing
construction.
■ Motor is permanently
lubricated for extended
service life.
■ Powered for continuous
operation.
■ All ratings are within the
working limits of the motor.
■ Quick disconnect power
cord, 20' standard length,
heavy duty 16/3 SJTW with
115 or 230 volt grounding
plug.
■ Complete unit is heavy duty,
portable and compact
■ Mechanical seal is carbon,
ceramic, BUNA and stainless
steel.
■ Stainless steel fasteners.
AGENCY LISTINGS
Coeus
Tested to UL 776 and
CSA 22210E Standards
By fanldlarl Stardarde Anoda w
File #Ut3 A9
Goulds Pumps is ISO 9001 Regaved.
o s 10 is W/h Goulds Pumps
CAPACITY
® 2004 RT Watev Technology, In4.
Effective June, 2004
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ITT Industries
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SCALE IS 112 AS SHOWN IF PRINTED ON 11X17 PAPER
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`�sconsin SOIL EVALUATION REPORT #1526
Department of Commerce in accordance with Comm 85, Wis. Adm. Code —age 1 of 3
Division of Safety and Buildings Schmitt Soil Testing, Inc.
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County S, Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and —
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
27
Please print all information. Revie# BY Date
Personal information you provide may be used for secondary purposes . 15 04 (1) (m)).
Property Owner F Pro rly Location
Sienna Corporation 1� Govt Lot SW1/ SE1/4, S18, T30N, R18W
Properly Owners Mailing Address 2 6 jQik1b Lot • &ock>f Subd. Name or CSM#
4940 Viking Drive Suite 608 CF P 2 The Glens Of Willow River
City State Zip Cle Phone 0U Vilege Town Nearest Rood
Minneapolis MN 554 S.T. C Richmond I 95Th St.
New Construction Use: Residential / Number of bedrooms _ 3 Code derived design flow rate 450 GPD
Replacement ❑ Public or commercial - Describe:
Parent material Outwash _ Flood plain elevation, if applicable na It,
General comments
and recommendations: Area is suitable for a conventional system with a 0�.7 pd/ sqft rating. Possible system elevation for ea
1 is (step trenches) high trench 92.5', low trench 91.5`.
V
Boring # ❑ Bcreg
P
® it Ground surface elev. 96.47 ft. Depth to limiting factor 110+ in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
pu. Sz Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDNe
'FM
•EfM2
1
0-9
10yr3/3
none
sl
2fsbk
mfr
as
2vf
.6
1.0
2
9-35
10yr4/6
none
grsl
2msbk
mvfr
1s
1vf
.6
1.0
3
35-63
10yr5/4
none
groos
099
mill
cs
.7
1.6
4
63-110
10yr6/4
none
s
099
ml
—
—
7
1.6
Boring# ❑ Boring
® Pit Ground surface elev. 95.87 ft. Depth to limiting factor 115+ in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Ou. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Cormiliel
Boundary
Roots
GPDtNW
'Emkl
'Efa12
1
0-9
10yr3/2
none
A
2fsbk
mfr
as
2vf
.6
1.0
2
9-17
10yr4/4
none
sti
3msbk
mfr
gW
1vf
.4
.6
3
17-24
10yr4/6
none
sl
2msbk
mvfr
cs
1vf
.6
1.0
4
24-115
10yr5/6
none
grs
059
ml
—
.7
1.6
rp
s 1
- emuenl 41 = t3uu s> au < 220 mg/L and T55 >30 < 150 mg/L ' Effluent n2 = 8006 <30 mg/L and TSS <30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt"' 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, Wl 54017 9f2=006 715-247-2941
$11 30 atowoo)
Property Owner Sienna CMPDrabon Parcel ID
Page 2 of 3
❑ Boring # ] Boring
ph Ground surface elev. 92.82 R Depth to limiting factor 110+ in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Rods
GPDM'
'HMN
'EMr2
1 0-10
10yr3/3
none
sl
2fsbk
mvfr
as
2vr
.6
1.0
2
10-22
10yr5/6
none
s
09
ml
gw
lvf
.7
1.6
3
22-54
10yr5/4
none
groos
ON
ml
is
.7
1.6
4
54-98
10yr6/4
none
a
059
ml
Cs
.7
1.6
5
9&110
10yr5/4
none
grM
OSg
ad
—
.7
1.6
Boring # Boring
Pit Ground surface elev. fill. Depth to limiting factor in. Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Ou. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDM'
'EfaM
'EtM@
❑ Boring Boring
Pit Ground surface elev. ft. Depth to limiting factor in. Shc Application Rate
Horizon
Depth
in.
Dominant Color Redox Description
Munsell Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Root
GPDM'
'IBM
'EIra2
. Effluent #1 = SOD? 30 c 220 mg& and TSS >30 < 150 mg/L • Effluent #2 = BODs < 30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an altemase format, please contact the department at 609-266-3151 or 11Y 60&264-9777.
WD4MVIL MO) Sir Sol Tes", r K.
. ` Page 3 of -7
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Sienna Corporation
Thomas J. Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608
1595 72nd St. City, State, Zip: Minneapolis, MN 55435
New Richmond, WL 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
signature: , Lot No.: 02
Date; _�i d0 1 676 Legal Description: SW 1/4 SEl/4 S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
® Bench Mark El. 100.00' Top of 2" pvc pipe /
0 Alternate Bench Mark El. Top of
Slope= Contour Line El. 1V14 Contour Line Length N/4
33' a/' .2
Scale 1 " = 40' ` \
Z
z
as•�P, 4c.,L. 13.
L.Qo. 7.2S.�0'
a mning requirement. It may or my not be in a location suable rot you use.