HomeMy WebLinkAbout032-2125-80-000 0 F
ommerce PRIVATE SEWAGE SYSTEM County: St. Croix
,.nsion
INSPECTION REPORT Sanitary Permit No:
395149 0
GENERAL INFORMATION (ATTACH TO PERMIT) �Jele Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 6SYv� D = �-'�NS f �•
Permit Holder's Name: City Village x Township Parcel Tax No:
Entin er, Dennis I Somerset Township 032 - 2125 -80 -000
CST BM Elev: Insp. BM Elev: BM Description:
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark,( -•(7
� 0.55 lvc- � oc
Dosing � �G � c.! Alt. BM
Aeration M/ Bldg. Sewer 3 .9 t) � • � S ,
Holding St/Ht Inlet 1 ( qo• `f 0
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic y 50 3 3 � Dt Bottom S � N
-� Header /Man. 3„�r6 �
Dosing t 1{ ,, 35 i 4, S
sa C.�
Dist. Pipe ,3.4� �' f
S
Aeration ;,e� 910•4
•
Holding Bot. System t I(o
Final Grade 52e
PUMP /SIPHON INFORMATION
Manufacturer�� �- Dema St Cover
GPM
U
o� Model Number `0 17�� Zy '
�p DH Lift Friction Loss System Head TDH Ft
�1• Forcemain Length Dia. Dist. to Well `
C � ) V
SOIL ABSORPTION SYSTEM S �w- ..V+►� S�'
BED/TRENCH Width Length Noo f es PIT DIMENSIONS No. Of Pits niide ia. Li id epth
DIMENSIONS �1 i
SETBACK SYSTEM TO L• P/L BLDG IWELL LAKE /STREAM LEACHIN
CHAMBE
nufacturer:
INFORMATION Type Of System: y UNIT Mo e
DISTRIBUTION SYSTEM Wp Its
Header /Manifold Y Distribution 1 4
x Hole Size " x Hole Spacing / Vent to Air Intake
2 Pipe(s) f. s 3 1 �b fD ,r -.0
Length Dia Length �� Dia Z•• Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil Yes I� No j Yes No
A IL
COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: j / rat Inspection #2: - f - -
L) Plea + 1
Location: 1711 41st Street Somerset, WI 540 5 � W 1/ S 5 T30N R19W) Chabre Lot• 18 (� Parcel No: 05.30.19.1126
-t-Ay u,a,T �, m �� ►.�OG�T► ,M.B,._.dL .� I� 4;� ► z s6 l CA ,
1.) Alt BM Description =
2.) Bldg sewer length = " qO n
4 - amount of cover = :l. ak Z • �q [ �
Contour = A r �j � - S� ' l t = of
3.) C q4 l� b
Plan revision Required? rinforption � No �• � }) �-{ - •'"
Use other side for additio v� Date Insepctor's Signature Cert. No.
SBD -6710 (R.3/97)
Vt p�wQ t�twrC_ .
Safety and Buildings Division County
201 W. Washington Ave., P.O. Box 7162 L l
N VIsconsin Madison, WI 53707 - 7162 Site Address
Department of Commerce I -T1 ( `54
Sanitary Permit Application Sanitary Permit Number
In accord with Comm 83.21, Wis. Adm. Code, personal information you provide 315-!"
may be used for secondary ses Privacy Law, s15. 1 m
❑ Check if Revision
I. Application Information - Please Print All Information State Plan I.D. Number
Property Owner's Name arcel Number S .30 q
i s P 0 32 - ZI25 -80 - CM
Property Owner's Mailing Addre) Property Location
���/ J / V, 'A; S 5 T310, N, R I
City, tate Zip Code Phone Number Lot ber
ty, p Block Number
Subdivision Name CSM Number
55L[q s' lZ- 7�� - sb�
H. Type o Building (check all that apply)
❑City
Iff I or 2 Family Dwelling - Number of Bedrooms 3 8'eb1
[]Village
❑ Public/Commercial
,�- Describe Use PI'ownship �
El state Owned C�'�"`� t --g A Nearest Road
K 9 �.2 t t'Z!L)C a D t� — 0 •� Q: `� N S
M. Type - of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable)
A. 1 A New 2 ❑ Replacement System 3 ❑ Replacement of 6 11 Addition to For County use
System Tank Only Existin System
B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued
i
IV. Type of Permit: (Check all that apply) (numbering scheme is for internal use)
44 ❑ Non - Pressurized In- Ground 21X1 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland
Y v
22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line
45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other
V. Dis ersaMeatment Area Information:
Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade
Required Proposed Rate(Gals. /Days /Sq.Ft.) (Min./Inch) Elevation
0 ?0C) /311 q . 33 6 ?A1 , - 7 77 Z
VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic
Gallons Gallons of Tanks Concrete Constructed Glass
New Existing
Tanks Tanks
Septic 0.41el ft Tiiow /ODU — dipU ,p,p
Dosing Chamber �—
VII. Responsibility Statem I, the unde ed, assume 7sponsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) I Pl VsSi MP/MPRS Number Business Phone Number
Ovv �s'9 6 Z 1S Z 5 2 4V44
Plumber's Address (Street, City, State, Zip ode)
1 70 8' r—' /01 1 Zt�l/ �/� 4/7 d 7
VIII. Coun /De artment Use Onl
Approved C1 Disapproved Sanitary Permit Fee (includes Groundwater , Date Issued Issuing Agent Signature (No Stamps)
Surcharge Fee)
C1 Owner Given Initial Adverse .
Determination 3 25.
IX. Conditions of Approval/Reasons for Disapprova n , p
AQ Ie?� ) esu�T x � .W - 1_ /d(� °yl° f am-, ° 160, D t c„ 8rtk -- . s•.
% L&ct. ts. L A&AU CAUAk 6 verb. - `er
Attach a lets plans (to the Count y only) for system on paper of less than 81/2 a U inches In size n
lA .�.►tr,{ / v�ra� iw• �nars r�cew. r0J.1^1°t:l
S_BD -6398 (R. 05101)
win Department of camerae SOIL EVALUATION KhFUK t
Di of Safety and in accordance with Comm 85. Wis. Adm. Code minty
. S G ray
Attach c ompists site on �r not � than 81/2 x 11 inures in size. Plan must
include. but not fanned to v8rboal and hor¢onfel reference Paint (ice• direction and Parcel I D.
percent slope, scale or dirntet�s• north armw. and ionjtion and distance b nearest road. by Date
Pease print aff infoMnydon. 2M
Pemnet bdon .*M you P...W be used fcr secondWY PurP ( Y L-- a' 16.04 (1) (m)).
Owner Property Location
t<a G .
Govt, Lot 114 yw 114 S T N R q E (or)0
Property Owners Malling Ad�Bss Lot # Stock # Subd Name or CSMI-
�Ge,b
G J Phone Number [I City ❑ ~ Ia Town Nearest Road
State
1V 7
New Construction Ike: I� Residential of ' � Code derived design flow rids 5/ �'a A2 GPD
d
Replacemen o Prof R
Plain elevation if am �'
applicable
• � I
Parentmalerial eneral comments S S4e rr e4 G a 11? 1-
and moommendations: C mA {V vY 'a c, 9 Y 2 `
Z ST CROIX �'� Q
COUNTY
Boring
,, xor�tNa oR�t�
sunfaoe eleir Vr f
❑ Boring # ❑ peptl, to g factor — in. Sod Rate
Pit Ground
Texture Structure Consancs Boundary Roots GPDW
Horizon Depth Dominant R� � 'EfM1 'Eff#2
in. Munsell Qu. Sz Cunt Color Gr. Sz Sit
O•-la ldk r 3/ —' $.'l Zrnai� vYt•C'r• c S v l 8'
C5
5
Z 10 -30
39 ley
FIF
S L Z•n� � /c, rrL -�� — • S
❑ Boring �
a Boring # in.
® Pit Ground surface elev. 8- Depth to r�9 f L sat Rate
Texture Structure C.or oe Boundary Roots GPI)/ff?
Horizon Depth Dorninad Cobr Redox Description •Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
o /Z i3 — S..' L.rcab ►K r^ G J . S Ff
• Effluent #1= SW > 30 _5 220 mglL and TSS >30 mglL ' Eflkrarrt 02 = SOD < 30 mglL and Tss <_ 30 N
CST Nam (Plem PrinA m / _
.Z CST N —An
. Telephone Number
Daft Evaluation Conducted
Addew
1
pamdiD# pap of
Ply owner .�'�►(c - Ho W-L5
❑ Bm"# ®P� Gtoutdsuriaoeelev. z' -7 0 tk Depth 10 g in. G4'0 Rate
Redooc Desc�lp� Te�ae Stnx:M� Conei Ba�Y Roots .�
tloriaon Depth Dom GL Sz. Sh. 'Et2
�► M feu. Sz. (wont. Color $
► —
w-
❑ �# Q sur(aoeeiev. ft Depth to facbr in. S ol Rate Boft
Teo*" Sti udm Cow BaM�i R oots GPD�
Hoibm Depth D Redox 3890ttion Gr. SL SIT. "Eff#1 'Eff#2
in. Muisell Qu. Sz. Cont Color
El Bonng # a P t Gmaid sudace elev. _ R Depth to �g facWr in. Rate Sod
Redox D T� COn nOe cau l R Gtr
Horimn Depth Domnent Gr. Sz Sh. 'Eff#1 *002 in. Munsell flu. Sz. Cont COW
> < 22p nd TSS >30 _< 150 mglL ' EMum t g2 = a0D <_ 30 � and TSS <_ 30 �-
EtAuent #1 = BOD 30 _ s�8n-
SIX!
The Ueparhnad of Commerce is an equal oppu�Y service and employe' If you need sssistaweato aaxss services or
seed nuft l in an altectmte fornmt, please ooh the at 608- 266-3151 or TTY 60 &264 -8777.
SMEM ocaora )
. , . oe-(
PAGE 3 OF 3
NAME Ab,+k L., U LOT# I g LEGAL DESCRIPTIONS J ' /aso' /a S S T 30 N,R I °(E (or)
SCALE: 1 "= y0 I
BM I ELEVATION 100
BM I DESCRIPTION AOL1
BM 2 ELEVATION /0 U • C,, C
BM 2 DESCRIPTION hu,'
- I
SYSTEM ELEVATION g`'/ 7 CC) _ + _
ALTERNATE ELEVATION iV /I* I 1
CONTOUR ELEVATION 9y O
k-
■
✓ 92. S
xa
■
k• � 95'Sv
A � B -Z g -{
y A
I
SIGNATURE �� �� DATE 3- d I
4. IIh
�Visco'fsn; 9e � !'�' ` � !�o f 4 5 P }�.�4. � ...
Division of Safe and Build
Page of
Safety g 4�
Bureau of Integrated Services in accor Wis. Adm. Code
��, '• ... .' COUnty
Attach complete site plan on paper not less than 8 1/2 x 11 inches in a �IfS must
include, but not limited to: vertical and horizontal reference point (8 tlirction �'� S
percent slope, scale or dimensions, north arrow, and location and nce to nea6s({t_dy 9 parcel I. D. #
APPLICANT INFORMATION - Please print all inforf ation.` Reviewed by Date
Personal information you provide may be used for secondary purposes (Pri_ y Law, s. 15.04
Property Owner t*br�ltion
Govt. Lot dw. 1/4Sc j 1/4,S5 T - jGN,R 4'P E (or)
Property Owner's Mailing Address t of # Bloek#' Subd. Name or CSM#
I3 �wa�- - � � • ��__� � ChA _
City State Zip Code Phone Number ❑ City ❑ Village a Town Nearest Road
R�osZoN I w- 54w (_'7r )6Y q - - 2 - 'o ? .:
9 New Construction Use: EffResidential / Number of bedrooms 3 Addition to existing building
11 Replacement El Public or commercial - Describe:
Code derived daily flow & 0 6 gpd Recommended design loading rate _bed, gpd/ft -,L— trench, gpd/ft
Absorption area required K, bed, ft2 7 Otrench, ft Maximum design loading rate bed, gpd /ft _tY trench, gpd/ft
Recommended infiltration surface elevation(s) `j 4 1• y G ft (as referred to site plan benchmark)
Additional design /site considerations �—
Parent material t . ' ( i Flood plain elevation, if applicable _ ft
S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank
U = unsuitable for system ❑ s Cg U `] S❑ U 9 s ❑ U I ❑ s (a U I ❑ s (r7 U ❑ s ® u
SOIL DESCRIPTION REPORT
Boring Horizon Depth Dominant Color Mottles Structure GPD /ft
g Munsell Texture Gr. Sz. Sh. Consistence Boundary Roots
in. Qu. Sz. Cont. Color Bed ,Trench
Z -6C? to 6 L
Ground )0 F'l F= `4-: S
elev.
Depth to
limiting
factor
Remarks:
Boring #*
z Z -sic I n 1 6 L 1 w�5 4
YY1 I L
3
Ground low: -
elev.
' 6:Zco ft.
Depth to
limiting Lj
factor
�in. Remarks:
CST Name (Please Print) Signatur ') Telephone No. C,
AF) f 0115 Z_V7 l��S
Address Date CST Number
ar
SOIL DESCRIPTION REPORT
PROPERTY OWNER Page Z_;of
PARCEL LD.#
Boring # Hori !ftpth Doftnant Mor Mottles Structure 2
in. hWnsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots
Bed , Trench
S A 10 / N 5j bY, w` 5
1-�
Ground `3 i- i0 3 — u L s' VL C
;
Depth to
limiting ; :��;`.
fa,K '
Remarks:
Boring #
Ground
elev.
Depth to
limiting
factor
in.
Remarks:
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench
Boring #
Ground
elev.
ft. '
Depth to
limiting ,
factor
in ' Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
in.
Remarks:
SBD -8330 (R.9/98)
PAGE_3_OF
NAME �" ��-' J LOT# LEGAL DESCRIPTIONSW ' /,-&, 4,S T 3u,N,R 1c( E (or) (�)
SCALE: I "= (�S
BM I ELEVATION LO
BM I DESCRIPTION j ; . Q- t,lw. ,,�� r /act
BM 2 ELEVATION - O 5
BM2DESCRIPTION &- ,,I L,3/Flab
SYSTEM ELEVATION 9� W 0 I
ALTERNATE ELEVATION
CONTOUR ELEVATION /U
32
f �
�o Q MZ
d3 �
3�
-OC)
SIGNATURE DATE !
I
r
Fe1['tiDTfANS.J �•- —. c ? SO .111"[1E<(a��
MME mr a L071 1 AL n a
SCALE: t '.. y0
BU i ILEVATiON � -
>fiM
BM2�LEVAItON
SM 9 o$b=MON 11cr,� L •t (; I� c�
I
SYST OW ELE 7W 70 — +
r
Ai. MRNAU ELZVArlON &C—A ,
coNT04ji:ELIEVATION 9y
7��Nt��.ter\ S.S. 4v Sro•. a (�
�gi.r� S'o i'o �t•• 1 � �, o ai,
" w
f Cyga•r) —
H�
too
bull-
s
3 d� 8
Safety and Buildings
S 4003 N KINNEY COULEE RD
LA CROSSE WI 54601 -1831
TDD #: (608) 264 -8777
Visconsin www.w
www•commerce.s i.usls
isconsin.gov
Department of Commerce
Scott McCallum, Governor
Brenda J. Blanchard, Secretary
July 10 2001
CUST ID No. 139462 ATTN: POWTS Inspector
ZONING OFFICE
TODD L SINZ ST CROIX COUNTY SPIA
E5609 708TH AVE 1101 CARMICHAEL RD
MENOMONIE WI 54751 -5520 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 07/10/2003 Id N p a ' s
ID
Transaction ID N .656828
SITE: Site ID No. 6321
Northland Lo g Homes - 172 °d Avenue Please refer to bo fication numbers,
St. Croix County, Town of Somerset above, in all correspondence with the agency.
SW 1/4, SW 1/4, S5, T30N, RI 9W
Subdivision: Chabre - lot 18
FOR:
Description: Three bedroom Mound System
Object Type: POWT System Regulated Object ID No.: 799774
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall
be met during construction or installation and prior to occupancy or use:
• This system is to be constructed and located in accordance with the enclosed approved plans and with the
"Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01101)
and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION
2.0" SBD- 10706 -P (N.01 101).
a
• In the event this soil absorption system or any of its compone nt 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
must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound
manual, and section VI of the pressure distribution component manual are complied with. A copy of this letter
including instructions and information regarding proper use and maintenance of the system must be
given to the owner and each subsequent owner upon completion of the project.
• 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. Access to the filter for cleaning must be provided
per Comm 84 product approval conditions.
• A Sanitary Permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 145.135 and 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.
• Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as
required under s. Comm 83.54(4) shall be considered a human health hazard.
• Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the
initial installation of the POWTS in accordance with an approved management plan shall be conducted by a
person who holds a registration issued by the department as a registered POWTS maintainer.
TODD L SINZ Page 2 7/10/01
• 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.
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. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction /installation/operation.
In granting this approval the Division of Safety & Buildings 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.
Sincerely,
FEE REQUIRED $ 175.00
__ -- FEE RECEIVED $ 175.00
BALANCE DUE $ 0.00
Gerard M. Swim
POWTS Plan Reviewer - Integrated Services
608 - 789 -7892 Mon - Fri 7:15 AM to 4:30 PM WiSMART code: 7633
jswim@conunerce.state.wi.us
cc: Northland Log Homes
Northland Log Homes - Mound
Transaction #
Construction Materials and Techniques
All materials must comply with Comm 84 and be installed in accordance with manufacturer's
specifications. Construction methods must comply with the following Component Manuals:
Mound, SBD- 10691 -P (O1 /O1)
Pressure Distribution, SBD- 10706 -P (01 /O1)
Location: Lot 18, Chabre
SW 1/4, SW 1/4, Sec. 5, T 30 N, R 19 W
Town: Somerset P,Q,V11.T•S.
County: St. Croix Cpnditiona
Date: June 21, 2001 RO
AV .14 OF VED
Co MEN
�Y A110
S iU
Owner: Northland Homes, Inc. oI v SIaN O t
Address: 6412 83 d ourt, N. E1
EE COR
Brookl ark, MN 55 5
Plumber: Tod 'nz
Signature:
License # 39462
Attachments: 6748 -Plan Approval Application
SBD -8330
page 1: cover
2: design criteria & calculations
3: plot plan
4: system cross section RECEIVED
5: plan view, lateral detail 12001
6: pump tank exit detail JUN 2
7: pump curve GS D'r■
8: system management SAFETY & BLD
page 1 of 8
i
i
r
Design Criteria
Y� Residential Wastewater Contaminant Load: 30 mg/L < BOD < 220 mg/L
Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L
Fecal Coliform > 10,000 cfu/100 mL
4. Treated Residential Wastewater Contaminant Load: 30 mg/L < BOD
Septic tank + "highly treated" effluent 30 mg/L < TSS
Fecal Coliform _< 10,000 cfu/100 mL
3 Bedrooms x 100 gal/bedroom/day x 1.5 �3b gallons /day hydraulic load
Design Calculations
In situ designed loading rate • 3 3 gallons/sq. ft. per day
Depth to estimated high ground water in.
Depth to bedrock ? 3 8 in.
Cross slope at system S
Force main length o ft. of Z in.
Manifold/header length ft. of i in.
Drain -back Z • a ¢' gallons
Lateral length 91 @ g ° • ° ft. of Z in.
Lateral elevation `t • Z ft. @ bottom of lateral
Lateral hole size 3 )t b in. @ °' ° in. ( !�:• o ft.) Spacing
C� holes /lateral 3 holes total
Lateral volume 1 b. gallons
Total lateral discharge rate 2 - 5 . 0 8 gallons /minute @ Z �� ft. head
Network pressure compensation losses 3- Sr ft.
Elevation difference -+•`(%' ft.
Friction loss 4 ' ft. @ Z�� gallons /minute
Total dynamic head • 34 ft.
Pump /sign l gpm @ 2 ft. of head
Manufacturer ����— Model #
Dose volume gS gallons
Lif /sip`gon tank gallons
Septic tank g allons
Effluent filter
Measurement pump on and off in.
Height alarm from tank bottom in.
Reserve capacity L� gallons
specs.calcs
1 Page Z of
1 � � N 1� 1, � Leo � � w. x�, - �? � o � `� 1 V'`�►
i
I
I
T
M
sC.J►l.6 r•- y0
8Dl t E�,FYATtON____�S --
OM 1 DBSC:tt M(yN /Nei i V► 1 14 _ FT
BM 2SLF.VAmoN
t
SySTr. t ELEVATM . _
r +
AL MRNAU ELEVAT1oN Art ,
coKrouit ELrvArnoN 9Y• oa _
2
4. ll S*o•.
n fib'• � ,I� war f`e�atY
�• �r� g�--- g 1 r
1tM.S�,� »tfi
! s • tic q
%.'L
w.� 1 �,.Q1. o
d
s
4L o
t
Mt Lit ��� 9t 10w Z
01
tQ s,V . q 4 •� 1 t1ti� \ �o � o,� t.� � 1
- ` 3
0
2. '
t
I
i
1
I
i
I
0.r, : 4•..
�.sr�
. yr.
Ci s' q
1
c. a.t7► 0�ry � , 1i w`K� % —fLkk% �
rr \� � 0, 6 �` r► a.� • i. � �C.� ��
\ 1
L� Mp 1110 `�T p.v ms`s
OIL Pvt. 4-o
s , a .
I S.o
. l
M, r h M � � '"`/ T`� L� OOL c.q.yy 1•� L1 q.41 � �.0�. 4 J
(� I.��Q.c. +� "`./ Vw`vt �•KtC �`r Op�,�,:vR,`prrt
L
3�1b o` c� o ... 1 Ate► Qa..� �• �0 o4A
y y : ; :<. ,.. ., .. - 1 .;, +nr,. , :r; n r .::1; y "4:•:;e w „�A!.�kn nY Yg...?M ✓;q: }!:y'�xAativt.. +.'i .. .. .... .
� .. .. ��.r GW.1 - __ .. .. .' .. .e..�.........
•I '• � f4 •� i •— L..����.+..�........ � �1 �O((4�� .. rte.
E � M AIN
WEATHERPROOF
LDCKIWG COVER .]ZJNCTION
kJA�N ,t ABED • 800c
7
QUICK 0I6G4w9GT --1
w a.4, 6 >, Lt«
12
4” Pvc ,
4'm PIPE 3' P.+
fop ND►STulkekl) �+
S 24 %.D. ' I 4~ 40
K"Ll LE _ v�I�T
simT aus4rl% _ � BAFFLES 1 4
I. PJIG
.eQ, ( � ` �TU l r ON GRDU►+O
Clev: C 4kv :h 0�+� -'N-k Tj�� 42-h
PvAp
Go�Fr�
1= Lcv, 6toGK
SEPTIC i _ SPEC.IFI
DOSE
TAWr.S MA,JUt:ACTUQCR, . LJUMBER OF DOSES: PER DAy
TAWK 51ZE; t � Vc"C, GALLOWS .DOSE VOLUME
ALARM M/UJUFACTURCR: S `� �� -�'�� IMCLUOING 6ACKFLOW: (,ALLOWS
MODEL ►JUNAflEK: , ° 1 CAPACITIES: A= '1 19.1 WCHE5 OR � •� GALLOWS
�Q-v
SWITCH TUPL: `� '" « O Z 2g•�
e = IWC►+ES oa G•ALtous
PUMP MAW UFACTURER: a° w.w `� C ■ S, wtMES OR GALLOWS
MODEL WUMDE S 1i re (�,
D� Int�HES OR CPA LLOWS
SWITCH TdPE: �"�� " WOTE: PUMP AWD ALARM ARE TO 5E, MIWIMUM DISCMARU RAT C �,►/� INSTALLED OW 5EPARATE CIRCUITS
VERTICAL DIFFEILELI DETWEELI PUMP OFF AAJD DISTRIDUTION PIPE.. � a� FEET
+ MIuIMUM METWORK SUPPLY PRELSURE .. . . . .. . . . . Z - < FEET
1 0
+ FEET OF FORCE MAIM X 1.3ct FT
✓✓
/co►EFRICTIOW FACTOR. �'� 4 FEET
TOTAL DyAJAMIC HEAD = 1 1� 4. FEET
% cj
IIJTEFLAJAL DIMEIJSIOAJC OF TAWK: LEWCPTH �_;WiDT•H �2 ;LIQUID DEPTH
Engineering D etails 1
Pump Characteristics Performance Data
Meter wet Strbew," , x
A mit At" SNFFUA1 � !
FaN Law b" 4.0
"OF 7yr Shaded Peb (4 )
R.PJA. I SSO
Phme E1 1 t 10
Y 115 r
Nertc b0 �
1alRparatate 120 AFeYienl w, iax to to 5'
NWA Desk A uenlSsw.e a 1 r r
b"Ibliea Gale A
Owwr She 1 -1 /1• NPi Ism lotd N*W foot 6 8 12 1 1 b ZO 1 44
S" NtsesR'" 3/4• L19W CPU (Q.ja 44 36 29 1 23 1 12 1 0
Lhlh Welgit SO hhs.
Paws Cord 1514„ SjR R sed. Dimensional Data
_r•'A ' A eke`
Materi of Construction
j ,,;'� I letreatlonel M. (hL 2 (
Noodle SWINUSs Steel my 2 1/1 kh
aai h!7 a NN for (OrAk 'Me 1eNPM
Labrk"R 00 Diebrtrir 01 y ' Wood"
wr 1. Dlwrduts onl reillh on
F1letor 114"1 Cast ka an o ROt; W ,, MCN
cars Coot k" s. oe/ON sews a Ohle
6. MLe rwrve de riFM to eoke
to ar prWun and their
tgdimbro.111ou1 aNla
Nledtetllai Sad Faun: taboo /cwwk
Shaft Seal Sad 5edr Aeadl:ed Sled
Sprieg SEatalea Steel
ss Ieea�N
(dot)
Can 0" Slaw
Lowe bw w !"N
5attaot Plata tk ( %) ►,e'ad..
Leos Es1Reered 16erm Ill stie
Fas�teoas � Stsidese Sted —
a 1999 H rorthGic` Pumps, Ashland, Ohio. Ah! R' eN Romved.
� i HYDFIOMATICq' - YourAuthorzk Loccil Distriburor —
mugnFIJI a
1840 honey Rod AsNend, Oho 44105 V. 419.289.3042 fax. 419. 281.011
Web Site: www.pentdrpunp om S
SALES OFFICES IN ALL NWOR CITIES AND COUNTRIES
tom p: W- 024360 1208 6M
° System Management
Management of this system is critical. As a condition of approval of these plans this system management section must be
reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems
develop installing lumber, T.L. Sinz Plumbing, 715- 235 -2644, or the
with the adsorption system or an others stem components, th $,
p rP Y Y Y P � g P
Dunn County Zoning Office, 715- 232 -1401, should be contacted for assistance.
General
Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which flows
into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the
better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and
contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or
compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water
in a manner to protect ground water quality and public health.
1 . If the septic tank is installed prior to sheet -rock and/or painting, pump the septic tank before normal use begins to ensure adherence
to contaminant load design criteria.
2 Install water - saving appliances whenever and wherever possible.
3. Repair even small water leaks as soon as possible.
4. Never pour grease or oil down any drain or stool.
5. Garbage disposals are not recommended; if you must have one, use it sparingly.
6. No paper products other than tissue should go into the system.
7. No chemicals should go into the system.
8. Avoid surge flows of water; try to spread laundry throughout the week.
Maintenance
1. The septic tank must be inspected every three years by a properly licensed person.
2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume
equals one third of the tank volume.
3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back - washed into
the septic tank to remove accumulated material.
4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in -situ soil adsorption cell.
Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption
cell.
5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany
their specifications.
6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump.
If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve
capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or
two days should pass before any necessary repairs can be made.
7. Avoid compaction such as vehicle traffic within 15' down -slope of the adsorption system.
8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system.
9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth.
10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off into the system area.
11. Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient
oxygen.
Contingency Plan
Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring
may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54
(2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing,
and /or installation of additional treatment components or conversion to a holding tank may be necessary.
Page 8 of 8
FROM FLOORS & MORE TDM. INC. FAX NO. : 320- 286 -7091 May. 30 2901 10:41AM P2
NORTH�QND LUG HDIES PAGE :7?
85l29L;0'p ui MOnaid Santa 915 788-5910 *•3
R Cam COGWW
$or= Tog AM A
"PQM
LLwn
SOW
hapty .� lA kn 553 `fq
wMeor �i� itrw+� pawl br�rw
- V_jx row mesdolaw !fir
leap (oo�Mm �L'-' MnS.. W yk Em -- „)i" • 11► ' 1b1Mt
Vebme
� Lot � _.�..�•
*a bow Yo O so tot lir 1« O so
�. io �1MM�YricNld�7� °ortrMR��
�am Ar irw�rrl
'!M ew�t �r w � bit - -
Mtn NMI �i twon *n Le 00 drd4p
WA on gum& M
IAAw�sw�■��ItMMM�s�w+* ■���rl 1 � M+ l�wl� � 3,
M■fioO�M■� a„" 0me
asR �s1,1�rRi Mr.�(kOM�tr
14 Nr
at�l►1�i, sav000�t�rl+t�re
rr�M
I
ii�t1M�+►4 � d � �'�� � u+ii is M�
r M. ■.+rs�
as S VMS ob Mo 0 dodo �w �esMly ml r � b 40 s �T �
1614 57 rL)
STATE BAR OF WISCONSIN FORM 2 - 1998
WARRANTY DEED 642174
KATHLEEN H. WALSH
Document Number _. REGISTER OF DEEDS
ST. CROIX CO., WI
This Deed, made between RECEIVED FOR RECORD
RICHARD O, STOUT and J ANET P _STOUT� . -- — 04 -05 -2001 10:30 AN
husba and wife
— WARRANTY DEED
and _ — - -- - - - -. Grantor, EXEMPT #
Dennis P. Entin er and Luann E. Entin er CERT COPY FEE:
_ COPY FEE:
_,— _ husband and wife as survivorship marit — TRANSFER FEE: 160.20
— property - - - - -- RECORDING FEE: 10.00
-` -- Grantee. PAGES: I
Grantor, fora valuable consideration, conveys and warrants to Grantee the following
describe I estate in S ix
_County, State of Wisconsin:
Lot , Plat of Ch` bre, Town of Somerset,
Croix County, Wisconsin.
Name and Return Address
032 - 2125 -80 -000
Parcel ltlentiti..l -n Number {PIN)
This is not homestead property.
(is) (is not)
Exceptions to warranties: easements, restrictions, rights -of -way and covenants
of record.
Dated this
Q- - 29th day of M; ; rCb
on �D111
(SEAL) a J t
—""� (SEAL)
Richard O. Stout
* - ------ - -
an p_ n„t
(SEAL) _ — (SEAL)
AUTHENTICATION ACKNOWLEDGMENT
Signature(s)
State of Wisconsin,
ss.
St. Croix County.
authenticated this day of Personally came before me this 29t
day of
March 2001 ,the above named
Ri t•harA (1 _ Rtnnt anA T npt P
Stp , —
TITLE: MEMBER STATE BAR OF WISCONSIN
(If not, ` to
me known to be the person x 4 ` who executed the foregoing
authorized by §706.06, Wis. Slats.) instrument and acknowledge the same.
THIS INSTRUMENT WAS DRAFTED 8Y - - \
Janet P. Stout _
1353 Awatukee Tr.
Hudson, WI $401 ( Notary Public, State of Wisconsin
My Commissi is p manent. (If not. state expiration date:
(Signatures may be authenticated or acknowledged, Both are not
necessary.)
' Names of persons signing in any rapacity mum be typed or primed below their signature.
WARRANTY DEED STATE BAR OF WISCONSIN
FORM No. 2 - 1998 WSGnnln Legal Blank Co., Inc.
Milwaukee. Wis,
NSF OOP
-(Un
pv
A ll \
I
I�
IW
I•
I "C7
fTl ?
J
I
I.
..
J' D .�!��. •ice:' Ipp,
�► w �� 0D l
kv
aw —
$ o I
y IZ
Cpl
I
eZ
m Cj I
� o
...
V
I
.3
I �
I
I
r
i
111 �
-
o a I o y
I
l
SAFETY
WARNING - Risk of electric shock. This pump is SAFETY GUIDELINES
supplied with a grounding conductor and /or grounding 1. Read all instructions and safety guidelines
type attachment plug. To reduce the risk of electric thoroughly. Failure to follow the guidelines and the
shock, be certain that it is connected to a properly instructions could result in serious bodily injury
i grounded grounding type receptacle. and /or property damage.
I
2. DO NOT USE TO PUMP FLAMMABLE OR
Your 115V effluent pump is equipped with a 3 -prong EXPLOSIVE FLUIDS SUCH AS GASOLINE,
i electrical plug. The third prong is to ground the pump to FUEL OIL, KEROSENE, ETC. DO NOT USE IN
prevent possible electrical shock hazard. Do not remove EXPLOSIVE ATMOSPHERES OR HAZARDOUS
the third prong from the plug. A separate branch circuit is LOCATIONS AS CLASSIFIED BY NEC,
recommended. Do not use an extension cord. ANSI /NFPA70. FAILURE TO FOLLOW THIS
f WARNING CAN RESULT IN PERSONAL INJURY
When a pump is in a basin, etc. do not touch motor, pipes AND /OR PROPERTY DAMAGE.
or water until unit is unplugged or shut off. If your
installation has water or moisture present, do nottouch wet 3. During normal operation the pump is immersed in
water. Also, during rain storms, water may be
area until all power has been turned off. If shut -off box is
not accessible, call the electriccompany to shutoff service present in the surrounding area of the pump.
to the house, or call your local fire department for Caution must be used to prevent bodily injury
instructions. Failureto follow this warning can resultin fatal when working near the pump:
electrical shock.
a. The plug must be removed from the receptacle
The flexible PVC jacketed cord assembly mounted to the prior to touching, servicing or repairing the pump.
pump must not be modified in any way, with the exception
of shortening the cord to fit into a control panel. Any splice b. To minimize possible fatal electrical shock hazard,
between the pump and the control panel must be made extreme care should be used when changing
within a junction box and mounted outside of the basin, and fuses. Do not stand in water while changing fuses
comply with the National Electrical Code. Do not use the or insert your finger into the fuse socket.
power cord for lifting the pump. 4. Do not run the pump in a dry basin. If the pump is
The pump motor is equipped with an automatic resetting run in a dry basin, the surface temperature of the
thermal projector and may restart unexpectedly. Projector pump will rise to a high level. This high level could
tipping is an indication of motor overloading as a result of cause skin burns if the pump is touched and will
operating the pump at low heads (low discharge restriction), cause serious damage to your pump.
excessively high or low voltage, inadequate wiring, incorrect 5. Do not oil the motor. The pump housing is sealed.
motor connections, or defective motor or pump. A high grade dielectric oil devoid of water has
FLOW- LITERS/MINUTE been put into the motor housing at the factory. Use
o ao 160 240 320 of other oil could cause serious electric shock
60 and /or permanent damage to the pump.
15.0 6. This pump's motor housing is filled with a
dielectric lubricant at the factory for optimum
12. s motor heat transfer and lifetime lubrication of the
bearings. Use of any other lubricant could cause
1010 damage and void the warranty. This lubricant is
non - toxic; however, if it escapes the motor
7. 5 1 housing, it should be removed from the surface
quickly by placing newspapers or other absorbent
5. o material on the water surface to soak it up, so
= aquatic life is undisturbed.
z. 5 7. In any installation where property damage and /or
personal injury might result from an inoperative or
0 0 leaking pump due to power outages, discharge 1111
0 20 40 60 ao too line blockage, or any other reason, a backup
FLOW- GALL ❑NS /MINUTE system(s) and /or alarm should be used.
PUMP PE EORMANCE CURVE
115V 60HZ
r -
r
INSTALLATION
Pump must be installed in a suitable gas tight basin which REMOTE FLOAT SWITCH
is at least 18" in diameter and 24" deep, and vented in LEVEL CONTROL
accordance with local plumbing codes.
The RFS series pumps are equipped with a remote float
Pump features a 1j female NPT discharge. NOTE: DO switch level control. This level control is sealed in a
NOT OVERTIGHTEN DISCHARGE PIPE INTO PUMP polypropylene float cylinder. For automatic operation, the
VOLUTE DISCHARGE. pump must be plugged or wired into a remote float switch.
Pump can be installed with ABS, PVC, polyethylene or Pump will run continuously if plugged directly into an
galvanized steel pipe. Proper adapters are required to electrical outlet.
connect plastic pipe to pump. When the level rises in the basin, the cylinder floats up with
Pump must be placed on a hard level surface. Never place the level. When the cylinder position is at an angle of about
pump directly on clay, earth or gravel surfaces. 45 degrees, the switch activates and startsthe pump motor.
A checkvalve must be used in the discharge line to prevent As the level draws down, the cylinder floats down and
back flow of liquid into the basin. The check valve should when it is again at an angle of about 45 degrees, the switch
be a free flow valve that will easily pass solids. deactivates, and the pump motor stops.
CAUTION: For best performance of check valves, when NOTE: BE CERTAIN PUMP IS SECURE IN BASIN AND
handling solids install in a horizontal position or at angle of CYLINDER FLOATS UNOBSTRUCTED WITHOUT
no more than 45 °. Do not install check valve in a vertical TOUCHING THE BASIN WALLS OR PLUMBING.
position as solids may settle in valve and prevent opening REMOTE FLOAT SWITCH
on start-up. INSTALLATION
When a check valve is used drill a 3/16" hole in the 1. The float switch consists of four arts:
discharge pipe approximately 1" to 2" above the pump p
a) switch;
discharge connection and below check valve to prevent air
locking of the pump. b) cord clamp;
m
c) clamp screw.
WIRING d) cable tie
NOTE: If screw is lost, use a #10 -16 X 1/2" long
Check local electrical and building codes before tappingscrew, longer screws can crack the cover.
installation. The installation must be in accordance with 2 Attach cord clamp to pump cover as shown in the
their regulations as well as the most recent National
Electrical Code (NEC). switch instruction manual packaged with the
switch. The clamp and pump handle must be
To conform to the National Electrical Code all pumps must positioned as shown to allow free operation of
be wired with 14 AWG or larger wire. For runs to 250 feet float. Be sure to locate pump and switch power
14 AWG wire is sufficient. For longer runs consult a cords away from switch float.
qualified electrician or the factory.
3. A 2y" tether lengti is recommended. When
Pump should be connected or wired to its own circuit with tether length of 2y2' is used, a minimum bas'
no other outlets or equipment in the circuit line. Fuses and diameter of 18" is recommended. The to
circuit breaker should be of ample capacity in the electrical length is measu red as shown in illustration at r'
circuit. See chart below.
4. After desired tether length is established
tighten clamp screw.
H.P. VOLTAGE FUSE OR CIRCUIT 5. TESTING: Without water in basin plug p
BREAKER AMPS power cord into switch in -line -plug. Plug swit
4/10 115 20 into outlet. Lift float and watch for pump to operat
4/10 230 15 Do not run pump for more than 5 seconds.
4