HomeMy WebLinkAbout026-1026-30-000
DEPARTMENT OF INDUSTRY, INSPECTION REPORT FOR SAFETY & BUILDING
LABOR & HUMAN RELATIONS DIVISION
P.O. BOX 7969 ON-SITE SEWAGE SYSTEMS OFFICE OF DIVISION CODES & APPLICATION
~TMr~TADISON, WI 53707 State Plan I.D. Numb
TY er:
Wk, NE 4 i Sec . 8 , T30-R18 ❑ CONVENTIONAL ❑ ALTERATIVE (If assigned)
Town of Richmond
17ni-'h qt- ❑ Holding Tank ❑ In-Ground Pressure Mound _
NAME OF PERMIT HOLDER: ADDRESS OF PERMIT HOLDER: INSPECTION DATE:
BENCH MARK (Permanent reference point) DESCRIBE IF DIFFERENT FRO PLAN: REF. PT. ELEV.: CST REF. P2--C 1 wv
Name of Plumber: MP/MPRSW No.: County: Sanitary Permit Number:
Joe Stang 6646 q f- r r-n -1 3c 199791
SEPTIC TANK/ = 1 7.06 G
MANUFACTURER: LIQUID CAPACITY: TANK INLET ANK OUTLET ELEV.: WARNING LABEL LOCKING COVER
PROVIDED: PROVIDED: 4//+
•l7.
l hJ f'C CCi= /x ao 9S, %S, 3 YES ❑NO ❑YES NO
BEDDING: MEIiT DIA.: V£fd1`MATL.: HIGH WATER NUMBER OF ROAD: PROPERT WELL: BUILDING: VENT TO RESH
C D, ALARM: FEET FROM LINE: I 1 AIRINL
❑YES NO ❑YES NO NEAREST--11"
DOSING HAMBER: h, y
MANUFACTURER: BEDDIN LIQUID CAPACITY: PUMP MODEL: PUMP/9l "OWMANUFACTURER: WARNING LABEL LOCKING COVER
PROVIDED: PROVIDED:
m ❑ YES NO 7r,(D 1 ~ ? Zoe T YES ❑ NO ES ❑ NO
GALLONS PER CYCLE: PUMP AND CONTROLS OPERATIONAL: NUMBER OF PROPERT WELL: BUILDI G: VENT TO FRESH
(DIFFERENCE BETWEEN I FEET FROM LINE: 0/ I AIR INLET/:
PUMP ON AND OFF = ES ❑ NO NEAREST l1 SCD ~ Sb
LENGTH: DIAMETER: MATERIAL AND MARKING: //C
SOIL ABSORPTION SYSTEM. Check the so moisture at the depth of plowing FORCE It ~v
or excavation. (If soil can be rolled into a wire, construction shall cease until MAIN ga a
the soil is dry enough to continue.)
CONVENTIONAL SYSTEM:
BED/TRENCH WIDTH: LE NO. OF DISTR. PIPE SPACING: COVE INSIDE DIA.: # PITS: LIQUID
TRENCHES: MATERIAL: T DEPTH:
DIMENSIONS
GRAVEL DEP FILL DEPTH DISTR. PIPE DISTR. PIPE DISTR. PIPE MATERIAL: NO. DISTR. NUMBER OF P707 Y WELL: BUILDING: VENT TO F H
BELOW ABOVE COVER: ELEV. INLET: ELEV. END: PIPES: IFEET FROM LINE: AIR IN
NEAREST
OUND SYSTEM:
Mound site plowed perpendicular to Check the texture of the fill ria for PROVIDE A DIAGRAM OF SYSTEM
slope and furrows thrown unslope:
mound systems to make certain that it ON REVERSE SIDE. SHOW
DYES ❑ NO d~ meets the criteria for medium sand. ELEVATIONS MEASURED.
SOIL COVER TEXTURE: PERMANENT MARKERS: OBSERVATION WELLS;
YES ❑ NO YES NO
DEPTH OVER TRENCH/BED DEPTH OVER TRENCH/BED DEPTHS OF TOPSOIL: " IS ODDED: SEEDED: MULCHED:
CENTER: EDGES: p /
0 6 Y S NO ❑YES El NO YES ❑ NO
PRESSURIZED DISTRIBUTION SYSTEM: 3,,0,;'.E . `-tt
BED/TRENCH WIDTH: LENGTH: NO.OF LATERAL SPACING: GRAV DEPTH B 0W7tPC--- ILL DEPTH ABOVE COVER:
I q / TRENCHES:
DIMENSIONS UX
MANIFOLD PUMP b Jl MANIFOLD DISTR. PIPE MANIFOLD MATERIAL: NO. DISTR. DISTR. PIPE DISTRIBUTION PIPE MATERIAL & MARKING:
ELEVATION AND EL V ELEV.: DIA. ELE PIPES: DIA.: If
/C
46
DISTRIBUTION
H L SIZE HOLESPACI G: DRILLED CORRECTLY: COVER MATERIAL: VERTICAL LIFT CORRI PONDSTO~
INFORMATION VED PLANS ~
[Z7~ NO ✓ 3 ❑ YES LINO
PERMANENT MARKERS: OBSERVATION WELLS: NUMBER OF ROPERTY WELL: BUILDING:
COMMENTS: FEET FROM LINE:
YES ❑ NO YES ❑ NO NEAREST S11o
a-~-, c~ Ol ~ ai'~-~ /~-~cfiP . ~f2ai~►' ~ c~ -C>/ ~g- ~it-r~ ~i - '
U
~r
Sketch System on Retai n county file for audit.
Reverse Side. SIGNA RE: TITLE:
SBD-6710 (R. 06/88)
[:EP1j,HRR SANITARY PERMIT APPLICATION
In accord with ILHR 83.05, Wis. Adm. Code COUNTY
STATE ANITARY PERMIT #
-Attach complete plans.(to the county copy only) for the system, on paper not less than 1:1 ahkiK12a 8% x 11 inches in size. previous application
-See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER
1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION.
PROPERTY OWNER PROPERTY L TION
/?6S C_ Z:lp (J It Al,, S P T3 N, R / V E (or) W
PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK #
16 ?3 ) o c vu (411q-
CITY, l
CITY, STAT ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER
N e- pt o 5 `J a/ 7 2 YG G P r444-
13
III. TYPE OF BUILDING: (Check one) CITY / NEAREST ROAD CAN v
❑ State OWrled ❑ VILLAGE
❑ tzo
Public ❑ 1 or 2 Fam. Dwelling-#1 of bedrooms 3- PARCELTAxNUMB R() 6, _ 10 !9v ,,_3-~
III. BUILDING USE: (If building type is public, check all that apply) /O P~
1 ❑ Apt/Condo
2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility
30 Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining
4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station/Car Wash
5 ❑ Hotel/Motel 9 ❑ Office/Factory 13 ❑ Other: Specify
IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable)
A) 1. ❑ New 2. [~4 Replacement 3. ❑ Replacement of 4.0 Reconnection of 5. ❑ Repair of an
System System Tank Only Existing System Existing System
B) ❑ A Sanitary Permit was previously issued. Permit - Date Issued
V. TYPE OF SYSTEM: (Check only one)
Non-Pressurized Distribution Pressurized Distribution Experimental Other
11 ❑ Seepage Bed 21 L41 Mound 30 ❑ Specify Type 41 ❑ Holding Tank
12 ❑ Seepage Trench 22 ❑ In-Ground 42 ❑ Pit Privy
13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy
14 ❑ System-In-Fill
VI. ABSORPTION SYSTEM INFORMATION:
1. GALLONS PER DAY 2. ABSORP. AREA 3. ABSORP. AREA 4. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE
G REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals/day/sq. ft.) (Min./inch) ELEVATION
5 3?(,, 3 7 6 /.~L_ 1 y 10- , ` Feet , s Feet
VII. TANK CAPACITY Site
in allons Total # of Prefab. Fiber- Exper.
INFORMATION New istin Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App
Tanks Tanks structed
Septic Tank or Holding Tank
Lift Pump Tank/Si hon Chamber L-1- 1 Sv Ih ~v w C, R-_ El 1:1 1:1 1 El Ll
e
VIII. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans.
Plumber's Name (Print): Plum is Signature: o Stamps) /MPRSW No.: Business Phone Number:
~ Sty ~ ~ G YG ~/s- Gf~-2 2G 6
Plumber's Address (Str , City, State, Zip Cod : /
Szro kf 1(c ® Lao C, C-11V l e WK 'S 5 °'2 r~
IX. C LINTY/DEPARTMENT USE ONLY
Disapproved Sanitary Permit Fee (Includes Groundwater [a:e ssue Issuing gent Signature (No St ps
Surcharge Fee)
Approved El owner Given Initial
Adverse Determination
X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL:
SBD-6398 (formerly Plb-67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety 8, Buildings Division, Owner, Plumber
INSTRUCTIONS
1. A sanitary permit is valid for two (2) years.
2. Your sanitary permit may be renewed before the expiration date, and at the time of renewal any new
criteria in the Wisconsin Administrative Code will be applicable.
3. All revisions to this permit must be approved by the permit issuing authority.
4. Changes in ownership or plumber requires a Sanitary Permit Transfer/ Renewal Form (SBD 6399) to be
submitted to the county prior to installation.
5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed
pumper whenever necessary, usually every 2 to 3 years.
6. If you have questions concerning your onsite sewage system, contact your local code administrator or the
State of Wisconsin, Safety & Buildings Division, 608-266-3815.
To be complete and accurate this sanitary permit application must include:
1. Property-owner's name and mailing address. Provide the legal description and parcel tax number(s) of
where the system is to be installed.
II. Type of building being served. Check only one and complete of bedrooms if 1 or 2 Family Dwelling.
III. Building use. If building type is Public, check all appropriate boxes that apply.
IV. Type of permit. Check only one in line A. Complete line B if permit is for tank replacement, reconnection, or
repair.
V. Type of system. Check appropriate box depending on system type.
VI. Absorption system information. Provide all information requested in ##1-7.
VII. Tank information. Fill in the capacity of every new and/or existing tank, list the total gallons, number of
tanks and manufacturer's name. Indicate prefab or site constructed and tank material. Complete for all
septic, pump/siphon and holding tanks for this system. Check experimental approval only if tanks received
experimental product approval from DILHR.
Vill. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g.
MP, etc.), address and phone number. Plumber must sign application form.
IX. County/Department Use Only.
X. County/Department Use Only.
Complete plans and specifications not smaller than 8% x 11 inches must be submitted to the county. The
plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of
holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service;
streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system
areas; and the location of the building served; B) horizontal and vertical elevation reference points;
C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump
performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if
required by the county; E) soil test data on a 115 form; and F) all sizing information.
GROUNDWATER SURCHARGE
1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of
regulated practices which can effect groundwater.
The monies collected through these surcharges are used for monitoring groundwater, ground-
water contamination investigations and establishment of standards.
SBD-6398 (R.11/88)
APPLICATION FOR SANITARY PERMIT
3TC- 100
This application form is to be completed in full and signed by the owner(s) of
the property being developed. Any inadequacies will only result in delays of
the permit issuance. Should this development be intended for resale by
owner/contractor,(spec house), then a second form should be retained and
completed when the property is sold and submitted to this office with the
appropriate deed recording.
II rn ,Y
Owner of property 1?0 S P CT e 2
Location of property N W 1/4 IV ~t 1/4, Section , T 3 U N-R ~a W
Township l~~ C Gyl ~1
Mailing address 16 1? G Z f vc{
LIZ
Address of site S~
Subdivision name
Lot number Nf~
Previous owner of property '4
Total size of parcel
Date parcel was created /G
Are all corners and lot lines identifiable? Yes No
Is this property being developed for resale (spec house)? Yes No
Volume and Page Number Sr Z as recorded with the Register of Deeds.
INCLUDE WITH THIS APPLICATION THE FOLLOWING:
A WARRANTY DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE NUMBER, and
the SEAL OF THE REGISTER OF DEEDS. In addition, a certified survey, if
available, would be helpful so as to avoid delays of the reviewing process. If
the deed description references to a Certified Survey Map, the Certified Survey
Map shall also be required.
PROPERTY OWNER CERTIFICATION
1(We) certify that all statements on this form are true to the best of my (our)
knowledge; that I (we) am (are) the owner(s) of the property described in
this information form, by virtue of a warranty deed reco ded in the Office of
the County Register of Deeds as Document,No. 135 ; and that I (We)
presently own the proposed site.for the sewage disposal system (or I (we) have
obtained an easement, to run with the above described property, for the
construction of said system, and the same has been dulyy re orded in the Office
of the County Register of Deeds, as Document No. S 2fr 1/).
r~ &_4~ Jy)
Signature of Owner Signature of Co-Owner (If Applicable)
Dat f Sign tune Date of Signature
DOCUMENT NO. STATE BAR OF WISCONSIN-FORM 3
CLAIM DEED
QUIT
FOR RECORDING DATA
3 5 2 8 4 4 VOL 583 f.Art 572 THIS SPACE RESERVED
REGISTERS OFFICE
Edmund J. Germain ST. CROIX CO., WIS.
Rec'd.. for Record this6
quit-claims to Rose E. Germain day of NNoiiemberA.D. 19?8'•
At8:30 A , M.
the following described real estate in St. Croix County,
State of Wisconsin: RETURN TO
A parcel of land described as Commencing at
the Northeast Corner of the Northwest Quarter
of the Northeast Quarter (NW4 of NE4); thence
in a Westerly direction along the center line of Tax Key No.
the Town Road 210 feet; thence at right angles South
240 feet; thence at right angles East 210 feet; thence at right angles
North 240 feet back to the point of beginning, all in Section Eight (8)
Township Thirty (30) North, Range Eighteen (18) West, St. Croix County,
containing 1.15 acres more or less.
This deed is given pursuant to the divorce judgment between above
parties.
FEE
E MPT
ii
t
E3
This homestead pro erty.'
(is) (tea
Dated this day of , 19
(SEAL)'YYvG~ (SEAL)
Edmund J. Germain
(SEAL) (SEAL)
AUTHENTICATION 4t ACKNOWLEDGMENT
Si •nat r authenticated this day of STATE OF WISCONSIN
19 ~SS.
County.
V Personally came before me, this day of
* Hendrik W. Van Dyk the above named
TITLE: MEMBER STATE BAR OF WISCONSIN
(If not,
authorized by § 706.06, Wis. Stats.)
This instrument was drafted by
to me known to be the person.- who executed the fore-
; REINSTRA & VAN DYK. S . C . going instrument and acknowledged the same.
New Ri .hmnnd f WT 5401 7
(Signatures may be authenticated or acknowledged. Both Notary Public County, Wis.
are not necessary.) My Commission is permanent. (If not, state expiration
date: 19
i
QUIT CLAIM DEED-STATE BAR OF WISCONSIN, FORM NO. 3-1977
STC - 105
SEPTIC TANK MAINTENANCE AGREEMENT
St. Croix County
OWNER/BUYER fog e_ lr e M q I' i-11
ROUTE/BOX NUMBER Q 22 1 % v 2 y ~t FIRE NO. JG ? 3
CITY/STATE N- w G h n& tl ZIP
PROPERTY LOCATION: (~1/4 Z_ 1/4, Section d , TJN, R W,
Town of e,~ D Lp C , St. Croix County,
Subdivision , Lot No.
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 SEPTIC TANK PUMPER.
What you put into the system can affect the function of the septic tank as a
treatment stage in the waste disposal system.
St. Croix County Residents MAY be eligible to receive a grant for a MAXIMUM of
$3000 of the cost of replacement of a failing system, which was in operation
prior to July 1, 1978. St. Croix County accepted this program in August of
1980, with the requirement that owners of ALL NEW SYSTEMS agree to keep their
systems properly maintained.
The property owner agrees to submit to St. Croix County Zoning 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 (2) after
inspection and pumping (if necessary), the septic tank is less than 1/3 full of
sludge and scum. Certification form will be sent approximately 30 days prior to
three year expiration.
I/WE, the undersigned, have read the above requirements and agree to maintain
the private sewage disposal system in accordance with the standards set forth,
herein, as set by the Wisconsin Department of Natural Resources. Certification
form must be completed and returned to the St.Croix County Zoning Office within
30 days of the three year expiration date. ,
SIGNED d-'~~ 1'►rlc9sln'1
DATE" I
St. Croix County Zoning Office
St. Croix County Courthouse
911 4th Street
Hudson, WI 54016
(715) 386-4680
Sign, Date, and Return to above address
DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS
INDUSTF~Y, DIVISION
LABOR AND PERCOLATION TESTS (115) MADISOP.O. BOX N WI 539069
HUMAN RELATIONS
(H63.09(1) & Chapter 145.045)
LO CATION: SECTION: TOWNSHIPMaCHMIMMITY: LOT NO.:BLK. NO.: SUBDIVISION NAME:
IN '/1E~/4 8 /T30 N/Ih8-A(or)W Richmond In/a n/a n/a
COUNTY: WNER'S B AME: MAILIN A DR SS:
St. Croix Rose Germain 11073 170th.Ave., New Richmond,Wi. 54017
USE DATES OBSERVATIONS MADE
NO. BEDRMS.: COMM R SCR PTION: PROFILE I S: TESTS:
~ltesidence 3 n/a ❑New ~ieplace 6-7-90 6-8-90
RATING: S- Site suitable for system U- Site unsuitable for system
ONVENTI NAL: MOUND: IN-GROUND-PRESSURE: S TEM-I -FILL HOLDING TANK: RECOMMENDED SYSTEM: (optional)
❑ S ❑U ❑ S 9U ❑ S ®U ❑ S ®U mound
If Percolation Tests are NOT required DESIGN RATE: I If any portion of the tested area is in the
under s.H63.09(5)(b), indicate: n/a Floodplain, indicate Floodplain elevation: n/a
decimal' PROFILE DESCRIPTIONS page 27 SAB
BORING TOTAL DEPTH TO R UND ATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH
NUMBER DEPThIM. ELEVATION OBSERVED EST. I HE TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.)
B- 1 5.50 99.54 4.17 2.50 .83bl.1. 1.67bn.sil. 3.00bn.mot. s.l.
B2 6.93 99.54 none 2.83 .83bl.1. .83bn.sil. 1.07bn.s.l. 4.10bn. mot. s.l.
B-
3 6.33 98.50 4.00 2.75 1.17bl.1. 1.08bn.sil. .50bn.s.1. 3.58bn.mot.s.l.
-
B- eco nd plowing be done with chisel ow
B-
B-
PERCOLATION TESTS
dprinma TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES
NUMBER AFTERSWELLING INTERVAL-MIN. PERIOD 1 p RI PER INCH
p- 1 2.00 none 30 1 3/4 3/4 40
P_ none 30 1 5/8 5/8 48
P_ none 30 374 40
P_
PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori
zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent
of land slope.
SYSTEM ELEVATION 100.54
I
p
i {
1 l O
_
o
. ri_ _T_
I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin
Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief.
NAME (print : TESTS WERE COMPLETED ON:
Ga L. Steel 6-13-90
ADDRES : CERTIFICATION NUMBER: PHONE NUMBER (optional):
988 N. Shore dr., New Richmond, Wi. 54017 2298 5- 6-6200
CST SIGN E:
DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester.
I
DILHR-SBD-6395 (R. 02/82) - OVER -
State of Wisconsin Department of Industry, Labor and Human Relations
PRIVATE SEWAGE PLAN APPROVAL SAtETY & BUILDINGS DIVkSI0N
Western Regional Office
2226 Rose Street.
LaCrosse, Wisconsin 54603
0
a
W
x'
WEGERER SOIL TESTING & DESIGN Owner: ROSE GERMAIN
P.O. BOX 74 1073 170TH AVENUE Q
RIVER FALLS, WI 54022 NEW RICHMOND, WI 54017 y
D
J
H
RE: Plan Number: S90-40355 Date Approved: July 11, 1990 p
Gallons Per Day: 450 Date Received: July 10, 1990
Project Name: 'GERMAIN, ROSE -.RESIDENCE Location' NW,NE,8,30,18W:
Town of RICHM014D ~ County: ST CROIX
The plumbing plans and specifications for this project have been reviewed for
compliance with applicable code requirements. This approval is based on Chapter
145, Wisconsin Statutes and the Wisconsin Administrative Code. The plans are
stamped 'conditionally approved'. This approval is contingent upon compliance with
any stipulations shown on the plans. All items that are noted must be corrected.
All permits required by the city, village, township or county shall be obtained
prior to construction. The licensed plumber responsible for this installation
shall keep one-set of plans with the department's approval stamp at the
construction site. The.installer shall notify the appropriate inspector when
inspections car} be made. }
This approval will expire two years from the date approved or if a sanitary
permit is obtained, it will expire the day the initial sanitary permit expires.
The Section of Private Sewage has reviewed these plans for private sewage system code
requirements only. These plans have not been reviewed for the code requirements
set forth in Section ILHR 82 for general plumbing or in Chapters 50-64 of the
Wisconsin Administrative code.
This approval is for the following components only: i
- REPLACEMENT MOUND
Inquiries concerning this approval may be made by calling (608) 785-9348.
Sincerely,
GERARD M. SWIM
Section of Private Sewage
Division of Safety and Buildings
4PP039/0009n/34
cc: ROSE GERMAIN X Private Sewage Consultant -
SBD-6423 (R. 08/88)
` Pa ge 1 of 6
MOUND SYSTEM
FOR
A 3 BEDROOM RESIDENCE
LOCATED IN THE NW 1 ~y OF THE NE/y OF SECTION 8 , T 3D N, R l8 W,
TOWN OF ~2~Cf{Y1p1~~ , ST. c-t~ UC COUNTY, WISCONSIN.
INDEX
PAGE 1 of 6 TITLE SHEET
PA GE 2 of 6 PLOT PLAN
PAGE 3 of 6 PLAN VIEW-CROSS SECTION
PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT
PAGE 5 of 6 PUMPING CHAMBER
PAGE 6 of 6 PUMP PERFORMANCE CURVE
PREPARED FOR
j2 0 E= G C K-t N I (V
I -2s 1-10 1-~v ^UE.
3-~ R1c~1r'l6ufl,Lji sgi6n
PREPARED BY:
ipvi
%
WEGEIEFC~_,- p I L TEST I tVG
AND
L}Er~.I GI~1 c-3 V< V ICE g c~ ~s
g 0.915 P • "
ELLSWORTH. ~
i ~
P.O. BOX 74 421 N. RAIN ST.
RIVER FALLS,,NI 54022
715-425-0165 s Z G~ toy
se~aoe~a~`
Job # 90 - 1 Z-7
• PLOT- PLAN, Page 'Z-of
Scale 1"=-10'
1 O ~-rE JAS . _
J ~ N ~ c~nZJ ~ ui
. tvw ~~~_t~t_ ►ty of
` Se:c.fl
)ly mi Le 'Ib 1osT1 sr.
Z\p
TE SEWAGE SYSTEM
+.,R... pNS1 C'Jitionaffj
TE
D
i ~
A-Ppvi Et.ATtOPIS
OEPARj~'- ~ ~ OT SA Y
SEE CORRE flEt~CE
D
IQ bJ 1V OT C6 ~i cam:- p
oR 1~ \ STv E2B
~ .a ~=SIl~? G BL~6 I
i ~
n :coE CpM t~tLllu G i
~ E
;c.tsT~,.tg _ -T
CoLflE_CJ~.pLY_~N6.LFLloT~
("_OR Cg 1~-~t~ ►H
0
LoT t-IA)e Z tO~
NOTES!
1. Elevations shoiwn are existing ground elevations unless otherwise noted.
2. Install permanent markers at end of each lateral. ( 9 required)
3. Install 4" observation pipes with approved caps. ( Z required)
4. Septic tank to. be ~Ooo gallon capacity manufactured by
t'1\O~ES`f 1J Qg~ch Sr, ikl C . [tF EX13T•T4AA tS ►JOT Cme Co+~PLY~h/ 6
5. Bench Mark P30.0' Sni~ of wets CJ~S')AJ E,,
6. Divert surface water around mound to prevent ponding at the uphill side.
'?PAGE 3 of ~
0
Strow,arsh Hay, Or
Synthetic Covering
'i PPR.o'a7~.~
Fl
Distribution Pipe
Medium Sand I
k -~G
Topsoil F '
3 .L`
A
ONSITE S
%
(f - ®1to Sto e
Force Moin Plowe d
Bed Of 2-2 t'2
¢ From Pump Layer
I" Rid RE~
LRRDR 01"D H
.
TMEi•11 gt},Ti~`i . Dt D N-0
ptiPAR N DF S
E 1- 2- -~T•
E ~RRE gNCE Cross Section Of A Mound System Using F o•8 ~'1.
A Bed For The Absorption Area G 1.0
~T•
L~ NE1t'C~ LpPcD)MG RATE = R-S-9 GPD/-N FT, A 8 Ft. H 1,S 4T.
OES~ G►~ N 0.(lq GPO/5Q 'FT`, B Ft.
I \ Z- Ft.
q Ft. '
K \O Ft.
!
! L 6-1 Ft.
W Zq Ft. t
L
Observation' Pipe
8 K
~pt~CE '
---------------------i
W
-
2
~Dist ribut ion Bed Of
2 -
Psipe Aggregate
I I
Observation Pipe Permanent Markers
Plan View Of Mound Using A Bed For The Absorption Area
Perforated Pipe D61011
f
0
E -dView
)Perioroled
End Cop PVC Pipe PERf'tAN h~T HARK&V
t`OV\~~ ` Nole_ located on Bottom.
Are E ouolly Spoced
S '
Q -
PVC Force Moin
From Pump
PVC Z
Manifold Pipe Ix„
~GIs1rIDuLD'• / '
Pipe
Lost Hole Should be~ I I
Next -To End Cop r
End Cop Distribution Pipe Loyoul P Z 1 "ZS TT.r
ONSITE SEWAGE SYSTEM - X 3-p In.
1' 3a 1 v►.
)A/ Inch
Hole Diameter
MF Inch(es)
Z Inches
AP~` BOB AND NU~4A Lateral
rs ~Vianifold
Y ANA .i Inches
(ppE('iT a~,►1,JI.t7, LA
QE~'AIT
Or SAFE A I Force Plain Z
D S t P1 -
SPON
SE t o Pfi
1Nav;HRT 6
x710 ~:1117ERVht-S . 1-1ST HU 1-E l~ 13E 1v~ XT' TD 'PtC ENt7 U'ti~. - .
PUMP CHAMBER CROSS SECTIOM A100 SPECIFICATIOM-S ~ E oF (O
VENT CAP. k
'i"C.I. VENT PIPE WEATHER PROOF APPROVED LOCKIMG
JUUCTIOM DOX MAWHOLE COVER WITFI
1 25' FROM DOOR, IYMI~. w1RNIK) 6 1"+~BEL
WINDOW OR FRESH I
Alit IWTAKE I
GRADE I
tEu ?a -S * I H" MIN. r
COWDUIT
1
' SEWAGE I
INLE T ovIDE
tiff ti; 0~~`T~ A 1 HT SEAL I I
ion__ vj
APPROVED JOINT co x I i I APPROVED JOINTS
W/C.I. PIPE ~y, x? r I 1(I W/C.1. PIPE ORPVC
CXTCNDIUG 3 ' x ' . ; ' 4 CI~Z~U~a) I ( ALARM
OWTO 50WO $O1 L z wU I 1
Rye I 1
I ON
C d~PAaTN1E~j ;J 0~ S~ ( i
E
CLEV.91-00 FT. PUMP-' OFF
r
0
~'L q Q , S 0 COUCRETE BLOCK
RISER EXIT PERMITfEO OIJLy IF TANK MAIJUFACTURQIt HAS SUCH APPROVAL ~3" 8E001 ApP>EtovEo
SPEC.IFICATIOAJS
DOSE N)SOWE~5TL~12lJ PREC!}S7- NUMBER OF DOSES: 3 Z PER; DAU
TAWK MANUFACTURER.
TANK 51ZE: X59 GALLONS DOSE VOLUME
ALARM MANUFACTURER: S---.S' EL•ECME1 SLtSTeIS INCLUDING OACKF1.OW: 1ST' to GALLONS
i
MODEL NUMBER: 1O~ Nw CAPACITIES: A= Z INCHES OR 335'7 "LI.ONS
SWITCH TYPE: INCHES OR 31.5 GrCLOAIS
PUMP MANUFACTURER: Zb~1.L_ CA)"I Ql~ icy C IS) INCHES OR \21' 1~GALLONS
MODEL NUMBER: 13~ D. le) INCHES OR GALLONS
SWITCH TYPE: WOTE: PUMP AIJD ALARM ARE TO BE
MINIMUM DISCHARGE RATE' 12 GPM INSTALLED OW SEPARATE CIRCUITS
VERTICAL DIFFERENCE OETWCCU.PUMP OFF AIJO..OISTRIBUTION PIPE.. 21 FEET
t MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . . . 2 5d FEET
♦ 8 5 FEET OF FORCE MAIN X 220 F/ Z. ~t6
goo fLFR1CT1oN FACTOR.. FEET
TOTAL OtJIJAMIC. HEAD = 1y•00 FEET
nt tlwl ~1ER 67 y
S2' -
IIJTERNAL. OIMLNSIOIJj OF TAWK: LEAI&TH - ;WIDTH *LIQUID DEPTH
'80-MOM AjZeA 3SZIP = z31= 5•Z~ GRc./rNcN
AS ESZ. M R 1J U FA C~ V m tFIZ G a / 11 1 C M
t
W _ G~ 6 0F- 6
1,W
U. HEAD CAPACITY CURVE ETERSYNAM1c HEAD FEET/
MODEL 137-139 SERIES CAPACITY GALLONS/CITE RS
30
HEAD CAPAC TY
UNITS/ dIN ;
8 rEET METERS GAL LTRS
25 -5 1.52 104 394
W 10 3.05 79 300
_ 15 4.57 64 242
6 20 20 6.10 36 136
_ 25 7.62 8 30
0 26 7.92 O O
15F 4 ly.oo
10
42, tz
2
5
i. i
0
6-S 10, 20 3o 40 50 60 O 80 90 160 110
GALLON
LITERSI 80 160 240 320 400
0 FLOW PER MINUTE
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• Three phase pumps are available in 200/208V or • Mercury float switches are available for controlling.
230V. single and three phase systems.
• Electrical alternators, for duplex systems, are • Double piggyback mercury float switches are avail-
available and supplied with an alarm. able for variable level long cycle controls..
4
• Mechanical alternators, for d,iplex systems, are • Long cords are available in lengths of 15 - 25 -
available with or without alarm switches. 35 - 50 feet.
• Combination starters are available. • Simplex and duplex basins are available.
SINGLE AND THREE PHASE UNITS 0 J, 0 R e
S9
137- Series 139 Series
cam Cord cord
Iron Volts, Phase Wt. H.P. Amps Length Bronze Volts-Phase WL N.P. Amps Length
M137 115-1Ph Automatic 47 1/2 10.4 10 ft. M139 115-1Ph Automatic 51 1/2 10.4 10 ft.
N137 115-1 Ph Non-Auto. 47 1/2 10.4 15 ft. N139 115-1 Ph Non-Auto. 51 1/2 10.4 15 ft.
137 230-1Ph Automatic 47 1/2 5.2 10 ft. D139 230-1 Ph Automatic 51 1/2 5.2 10 ft.
137 230=1 Ph Non-Auto. 47 -1/2 5.2 15 ft. E139 230-1Ph Non-Auto. 51 1/2 5.2 15 ft.
37 200/208-1 Ph Automatic 1 47 1/2 8.4 10 ft. H4139 200/208-1 Ph Automatic 51 1/2 8.4 10 ft.
7 200/208-1Pfi Non-Auto. 47 1/2 8.4 t5 ft. 1139 200/208-1 Ph Non-Auto. 51 1/2 8.4- 15 ft.
units require a control switch to operate an external magnetic or All installation of controls, protection devices and wiring should be done by a
starter. licensed and qualified electrician. All electrical and safety codes should be followed
on additional Zoeller products refer to catalog on Combination in addition to the most recent National Electric Code (NEC) and the Occupational
514: Piggyback Mercury Float Switches, FM-477: Electrical Afternator, Safety and Health Act (OSHA).
hanical Altemator. FM-495: Alarm ft&ag% FM-513: and Sump/
ins, FM-487.
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is an engineered/design part of every Zoeller pump.
3280 Old M/8e►s Lane Manufacturers of .
OELLER O. , K 4016
(502) 778-2731 QUALITY P!/A/P9 frE Ic9iW
N
i Form -STC-106
' AS BUILT SANITARY SYSTEM REPORT
•
=.t t~~,,•1- 6S, ~ ~ e-? r•1 n.,r TONBNIP 1 fft` : N1 O 'k( C( '
- - SEC. - T ION-it L_W
• ADDRESS -%G ~
ST. CROIX COUNTY. WISCONSIN
. i SUBOIOI3I0N LOT LOT SIZE N 4 '
PLAN VIEW
• Ksii~_. god dims,' :6~~.rt.;j •ll f. .
# aces asions to meet requirements of I;LHR`83
SNOW EVERYTHING WITHIN '100 FEET OF SYSTEM
fit., 6
,j ~lC: 1. s
4 .
, , jz;..V
•..•.~-rP•w» i~t'.~: {i • !i,•..y It's i'4~aQl •'J
'.1
. .49
k. 401, t
t . Jet
_ . • . , _ . { t' i u _ NCI CATS NORTH ARROW .
BZNClB W1 Oescriba the vertical reference point used . a
• .•r t.. p A I
Elevation of vertical referefica. point s - I G • ,
Proposed elope at sites 3 I
• s
SEPTIC TANR# Manufacturers, ?•es~ v,~ a tCrl h Liquid Capacity: G 0 U
' '••'•Ifumbat of rims useds
Tank manhole covor elevation: • Tank inlet Elevations
Tank Outlet Elevations ,
Number of test from nearest Roads Front~
, SideoRear
• • , 0_ 2 0 feet
• • From nearest, property line s - Front,OSide Rear, 2 g' 10 t
feet
Number of feet Prom's' well
I buildins: t
(Include this information of_the above plot plan)(z reference pp dimensions to septic tank)
T`.
t eSEP, RFV1 `p M,
l
PIMP CHAMBER ,
Manufacturer: Gi G se-e Liquid Capacity:
t l
Pwp Models 3 Pump/Siphon Manufacturer: , 2ye t Pump -size
Elevation of inlet: Bottom of tank elevation: I
pump off switch elevations 2. 15' Gallons per cycles
Alarm Manufacturer: Alarm Switch Types t r C k_tt N
't. • -Number of feet f roes; nearest property line s f ' • Front, 0 Side, O Rear, O It. 3
'Number of feet from wall: G
Number of feet from buildings. S 2
(Include distances on plot plan).
SOIL ABSORPTION•SYSTEH:
Bddr• Trencht
Width: • • Lengtht .Number 'of Lines: Area Built:
Fill depth to to of pipet
Number of feet f ~om nearest property liner Front, des O Rear,Oft . a
Number of feet from wells S(
N ber of feet from buildings _ 5
• (Include di Lances on plot plan).
SEEPAGE PIT '
Sizes Number of pits: Diameters
Liquid depth: Bottom of seepage pit elevations
Area Built:
f
Has either a drop box O or distribution box0 been used on any of the above soil
absorbtion sytemsl (C eck one).
• r
HOLDING TANK
Manufacturers Capacity:
Number of '.rings dood t Elevation of bottom of tank:
• Elevation of inlets .
Number of feet from•nearest property lines front, O Side$0Rear, 0Ft.__
Number of feet from wells
Number of feet from building:
Number of feet from.nearest roads '
Alarm Manufacturers
Inspectors. '
Dated: Plumber on Jobs
i License Numbers AM /9 q 4,
•
3/84:>0j
ST. CROIX COUNTY
WISCONSIN
x;~ h I ;Y ZONING OFFICE
ST. CROIX COUNTY COURTHOUSE
911 FOURTH STREET • HUDSON, WI 54016
- (715) 386-4680
July 9, 1990
Division of Safety and Building
Bureau of Plumbing
P.O. Box 7969
Madison, WI 53707
Dear Sir:
An on site investigation for the Rose Germain property,
located at the NWk of the NE,',- of Section 8, T30N-R18W,
Town of Richmond, St. Croix County, revealed suitable
soils at a depth of 30 inches below which seasonable
ground water was noted.
This site should be suitable for a mound.
Should you have any questions, please feel free to contact
this office.
Sincerely,
awes K. Thompson
Assistant Zoning Administrator
cj
State of Wisconsin ` Department of Industry, Labor and Human Relations
PRIVATE SEWAGE PLAN APPROVAL SAFETY & BUILDINGS DIVISION
Western Regional Office
2226 Rose Street
LaCrosse, Wisconsin 54603
WEGERER SOIL TESTING & DESIGN Owner: ROSE GERMAIN
P.O. BOX 74 1073 170TH AVENUE
RIVER FALLS, WI 54022 NEW RICHMOND, WI 54017
RE: Plan Number: S90-40355 Date Approved: July 11, 1990
Gallons Per Day: 450 Date Received: July 10, 1990
Project Name: GERMAIN, ROSE - RESIDENCE Location: NW,NE,8,30,18W
Town of RICHMOND County: ST CROIX
The plumbing plans and specifications for this project have been reviewed for
compliance with applicable code requirements. This approval is based on Chapter
145, Wisconsin Statutes and the Wisconsin Administrative Code. The plans are
stamped 'conditionally approved'. This approval is contingent upon compliance with
any stipulations shown on the plans. All items that are noted must be corrected.
All permits required by the city, village, township or county shall be obtained
prior to construction. The licensed plumber responsible for this installation
shall keep one set of plans with the department's approval stamp at the
construction site. The installer shall notify the appropriate inspector when
inspections can be made.
This approval will expire two years from the date approved or if a sanitary
permit is obtained, it will expire the day the initial sanitary permit expires.
The Section of Private Sewage has reviewed these plans for private sewage system code
requirements only. These plans have not been reviewed for the code requirements
set forth in Section ILHR 82 for general plumbing or in Chapters 50-64 of the
Wisconsin Administrative code.
This approval is for the following components only:
- REPLACEMENT MOUND
Inquiries concerning this approval may be made by calling (608) 785-9348.
Sincerely,
GERARD M. SWIM
Section of Private Sewage
Division of Safety and Buildings
4PP039/0009n/34
cc: ROSE GERMAIN X Private Sewage Consultant
i
SBD-6423 (R. 08/88)
Pa ge 1 of, 6
MOUND SYSTEM
FOR
A 3 BEDROOM RESIDENCE
LOCA TED IN THE NW 1 ~y OF THE N OF SEC TI ON 8 , T a° N , R 18 W,
TOWN OF 2~CNw1c ~ , sT. C.t~lx COUNTY, WISCONSIN.
INDEX
PAGE 1 of 6 TITLE SHEET
PAGE 2 of 6 PLOT PLAN
PAGE 3 of 6 PLAN VIEW-CROSS SECTION
PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT
PAGE 5 of 6 PUMPING CHAMBER
PAGE 6 of 6 PUMP PERFORMANCE CURVE
PREPARED FOR
10-13 1-10 -C1+ ^vE•
v RICNmbuD, W..► sLi 01~ c~
to
PREPARED BY ~~emaoe~oep~~
scolvs
I+aEGEFcEF;: S3 Q I L TEST I !VG
AND
wECE ER
D F-= fF I G" E3E F= cWI CE
E D-9t5P ~i
~ fiLLSWORTH,
IS 4-9
P.O. BOX 74 421 N. MAIN ST.
RIVER FALLS, NI 54022
e°°~ SIGN ,
715-425-01651
'-q_9o
Job # 9D - 1z~
PLOT, PLAN, Page '2-of C
Scale
~-2 O rl+ JAS . - _
t'~' Ez- CAIZ M ev- OV,
V,~,W JIv-!ak of
_s Ez C_
)/y loses sr
SEWAC'eSYSjEM
®~SITEr ~ Op
J TIONS
SEE Cc RE
J_
o r
D~ jvbT CC~~P~c~ 0
rl
1 oR ii:~' ST U we'
Tt} IS A~RLA. C.~~v z ~Z.~}Z,
}r sl,rig \'~O~r~
JSD AM
f \ a ElCLS~ZN G _g LOG
j \ , o SCR- TS1 _ RE~I/~IN
Cotes COHPLL1huG.
41
G -1'
S. i p'er' L L o ( S EXtS77N6 57F 1"Alc =
6 - '0 Cj CODE e4m _ f)u6 .tFINOT)
$s ° Gr z"av e y a~~ ow.
r-ORCE ri--+t~,w
3511.
5'ma. s•2
LOT L1Nt' Z lO~
NOTES:
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install permanent markers at end of each lateral. ( 9 required)
3. Install 4" observation pipes with approved caps. ( Z required)
4. Septic tank to be \OQ~c~, gallon capacity manufactured by
~Tzcc-hSn Chic. CIF Ex1~3r.TpNk is o'30r C.Me CO'~IPLVMJG.~
5. Bench Mark &J of wet. CJ~SSW E.
6. Divert surface water around mound to prevent ponding at the uphill side.
• ~P~GE 3 of ~
S` aF Strow'"Morsh Hay, Or
Synthetic Covering
Distribution Pipe
Medium Sand I
Topsoil F • _
D
E "
3
QNSI~!
Bed Of 2 % Force Main Plowed
R9ate From Pump Layer
pfd
rx " r ~
pl S p • O ~T
pEPARTPfiE~3T `l4ili;=r ro^ii"L
•r Ig R,
E 1- 2- ~-T.
~pRfiES PENCE Cross Section Of A Mound System Using F o • 8 ~'-r.
A Bed For The Absorption Area 1, 0
~T
L~IvE'PS~. lAfrD/1tfG T q-S7 GPD/:-N FT, A Ft. H 1 S 4T.
UES~ N 0.~l8 GAOI SQ ~1', B L4_ Ft.
I ~Z. Ft.
J q Ft.
K \O Ft.
L 6rl Ft.
W Zq Ft. ,
% i
Observation Pipe
B K
1
MAIN i
A ~~----7--------------- ---------------------I
' N ' N
Distribution Bed Of 2 -2
2
Pipe Aggregate
Observation Pipe Permanent Markers
Pion View Of Mound Using A Bed For The Absorption Area
ph Ge o F , L
Perforofed Pipe Detoll
End View
Pertoroled
EnO Cop PVC Pipe PERMIAN£NT Y1RRK-2
r( t`0 ice Nolen Locoied On Bottom,
Ore E ouolly Spoced
Q
PVC Force Main
From Pump
Q ~
PVC
Monitold Pipe
~GistrlbutiOJ\ Fipt
Lost Hole Should Be-)
I
Next To End Cop
End Cop Distribution Pipe Loyoui P -Ll.IS -~-'T•
C~ tn, e
star S`~STEM
~ h.
ONSITE 1,2
N! Y 3a 1 h.
Hole Diameter Inch
t. 1
;L Lateral 1 /y Inch(es)
Inches
Ki 710NS
Manifold
0£~'~VtTPJEiw~
tai I' Z Inches
U ~c ~j Ct Force Main _
:r #p~
SEA CONAE±OJ '.iCE tW%.,e:S/PIPS
i o t D y. Ff
INV ERT EIrEV it"I) J N of l.JN1Q7hL5
i
I
I S.-- I C:Gj ILS- (CF F-o Lb 13171T'S._ 11 JUZ--Ifd
_ 5=_ o' v_h~S . SST ~`1~ l~ i3E 1 xT- To 'rr}c i~ C J\ Fl'.
S
PUMP CHAMBER CROSS SECTIOW ARID SPECIFICATION ' ~ E= S OF (O
VENT CAP
4"C.I. VENT PIPC WEATHER PROOF APPROVED LOCKING
7 JUNCTION DOX MANHOLE COVER WITH
25' FROM DOOR, wARNIIQG Lt\8EL
WINDOW OR FRESH IL~MIIJ. I
AIR INTAKE I
GRADE
CZ- 48 .S 4 I 40 MIN.
18" M1IJ.
COIJDUIT
18"MIND.
IPG OVIDE I
IAILE T St i e Al If- SEAL I III
%
rfi I I APPROVED JOIAITS
APPROVED JOINT ''r► '
W/C.T. ►IPE I I (I W/C.I. PIPE ORV
EXTENDING 3'~p'I~Utiai II ALARM
ONTO S01.10 SOIL b ,.1 i~ l!11 I II
U
ON
p~PA 1
RZ. oo p ~~~E~,GE
LLEV. FT
S 1E UDR L PUMP-~ OFF
0
g 0. 5O COWCRETE BLOCK
ApPRoVED
• - RISER EXIT PERMITTED ONLY IF TANK MAMUFACTURER HAS SUCH APPROVAL- AP
SPCGIFICATIOKIS .1111
005E
TAALK MANUFACTURER: "'pw ESN QRECAST NUMBER OF DOSES: 3 Z' PER DAU
TAWK bIZE : 'DSO GALLONS DOSE VOLUME
S•S. ~~-E St-tST'~ri S INCLUDING BACKFI.OW: 1 s~ • to GALLONS
ALARM MANUFACTURER:
MODEL NUMBER. CAPACITIES: A= Z IWCHE5 OR 335.2 GALLONS
SWITCH TyPf6: ~C'U~LL 5 = INCHES OR 30.5 GrLLOLJ5
PUMP MANUFACTURER: C a ~o INCHES OR \52' l° GALLOWS
MODEL NUMBER: D- ~a INCHES OR I2q'7 GALLONS
SWITCH TYPE' MOTE: PUMP AMD ALARM ARE TO BE
MIMIMUM DISCHARGE RATE 'I GPM IN5TALLED ON SEPARATE CIRCUITS
VERTICAL DIFFERENCE GETWEEN PUMP OFF AWO..DISTRIBUTIOW PIPE.. 2' FEET
t MIIJIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . 2.Sb FCET
♦ 8 S FEET OF FORCE MAIN X 220 FYoFTFKIC'[IOU FACTOR.. -2'"- FEET
TOTAL OyNAMIC HEAD = 00 FEET
Dl p% m QT1=9- 6 v 11
INTERNAL DIME.IJSI04 OF TAWK: LEWCvTH - ;WIDTH _ ;LIQUID DEPTH
~3oTTUh /4Ct~A 3 S Z-b z.31 = 1 5 • Zoo GR L / 1/~.►C.N
AS N-- V4- MRKI U FACTVIZ.tnz = SFf II.iGH
of 6
' 2 ~ TOTAL DYNAMIC HEAD FEET/
HEAD CAPACITY CURVE METERS
MODEL 137-139 SERIES CAPACITY GALLONS/ LITERS
30 HEAD CAPAC TY
UNITS/ 14IN
8 FEET METERS GAL LT RS
25 5 1.52 104 394
°a 10 3.05 79 300
= 15 4.57 64 242
n 6-20- 20 6.10 36 136
a 25 7.62 8 30
0 26 7.92 O 0
a 15
c ~y o0
4-
2
10 42.12
5'-
0
I I 20 30 40 50 60 70 80 90 1 O J110
U
GALLON
j
LITERS1 80 160 240 320 400
0 FLOW PER MINUTE
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• Three phase pumps are available in 200/208V or • Mercury float switches are available for controlling
230V. single and three phase systems.
• Electrical alternators, for duplex systems, are • Double piggyback mercury float switches are avail-
available and supplied with an alarm. able for variable level long cycle controls.
• Mechanical alternators, for duplex systems, are • Long cords are available in lengths of 15 - 25 -
available with or without alarm switches. 35 - 50 feet.
• Combination starters are available. • Simplex and duplex basins are available.
SINGLE AND THREE PHASE UNITS S90 . 40
137 Series 139 Series
Cast Cord Cord
Iron Voles-Phase WL N.P. Amps Length Bronze Volts-Phase WL H.P. Amps Length
M137 115-1 Ph Automatic 47 1/2 10.4 10 ft. M139 115-1 Ph Automatic 51 1/2 10.4 10 ft.
N137 115-1 Ph Non-Auto. 47 1/2 10.4 15 ft. N139 115-1Ph Non-Auto. • 51 1/2 10.4 15 ft.
D137 230-1 Ph Automatic 47 1/2 5.2 10 ft. D139 230-1 Ph Automatic 51 1/2 5.2 10 ft.
E137 230-1 Ph Non-Auto. 47 -1/2 5.2 15 ft. E139 230-1Ph Non-Auto. 51 1/2 5.2 15 ft.
H137 200/208-1 Ph Automatic 47 1/2 8.4 10 ft. H139 200/208-1 Ph Automatic 51 1/2 8.4 10 ft.
1137 200/208-1Ph Non-Auto. 47 1/2 8.4 15 ft. 1139 200/208-1 Ph Non-Auto. 51 1/2 8.4• 15 ft.
Three phase units require a control switch to operate an external magnetic or All installation of controls, protection devices and wiring should be done by a
combination starter. licensed and qualified electrician. All electrical and safety codes should be followed
For information on additional Zoeller products refer to catalog on Combination in addition to the most recent National Electric Code (NEC) and the Occupational
Starter, FM-514; Piggyback Mercury Float Switches, FM-477; Electrical Alternator, Safety and Health Act (OSHA).
FM-486; Mechanical Alternator, FM-495; Alarm Package, FM-513; and Sump/
Sewage Basins. FM-487.
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is an engineered/design part of every Zoeller pump.
3280 Old Millers Lane Manufacturers of .
P.O. Box 16347
Kentucky 40216
ZZ7ZZ-ZFjff O. ILoulsvift
(502) 778-2731 QUALITY PUMPB SNCE ~~3~
DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS
INDUSTRY, C DIVISION P.O. BOX 7969
LABOR AND PERCOLATION TESTS (115) MADISON WI 53707
HUMAN RELATIONS
(1-163.090) & Chapter 145.045)
LOCATION: SECTION: ITOWNSHIPMOCK90MMMITY: OT NO.: BLK. NO.: SUBDIVISION NAME:
IN lE1/ 8 /T30 H/R184(or)W Richmond rn/E n/a n/a
COUNTY: OWNER'S B AME: MAILING ADDRESS:
St. Croix Rose Germain 11073 170th.Ave., New Richmond,Wi. 54017
USE DATES OBSERVATIONS MADE
NO. BEDRMS.: COMMERCIAL DESCRIPTION: PROFILE DESCRIPTIONS: PER TION A ESTS:
[esidence 3 n/a ❑New ~eplace 6-7-90 6-8-90
RATING: S- Site suitable for system U- Site unsuitable for system
ONVENTI NAL: MOUND: IN-GROUND-PRESSURE: MIS TE - N-FILL HOLDING TANRECOMMENDED SYSTEM:(optional)
❑SO ~ ❑U ❑S~ ®U ❑S ®U mound
If Percolation Tests are NOT required DESIGN RATE: I If any portion of the tested area is in the
under s.H63.09(5)(b), indicate: n/a Floodplain, indicate Floodplain elevation: ri/a
decimal' PROFILE DESCRIPTIONS page 27 SAB
BORING TOTAL DEPTH T GR UNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH
NUMBER DEI'17140. ELEVATION OBSERVED HE TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.)
B- 1 5.50 99.54 4.17 2.50 .83bl.1. 1.67bn.sil. 3.00bn.mot. s.l.
2 6.93 99.54 none 2.83 .83bl.l.. .83bn.sil. 1.07bn.s.1. 4.10bn. mot. s.l.
BB-
3 6.33 98.50 4.00 2.75 1.17bl.1. 1.08bn.sil. .50bn.s.1. 3.58bn.mot.s.1.
-
B- recomw nd plowi:ig be done with chisel ow
B-
B-
PERCOLATION TESTS
dpci~m
TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES
NUMBER AFTERSWELLING INTERVAL-MIN. PERIOD p R PER INCH
p- 1 2.00 none 30 1 3/4 3/4 40
P_ none 30 5/8 5/8 48
P- none 30 1 314 314 40
P-
P-
P- _
PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori
zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent
of land slope.
SYSTEM ELEVATION 100.54
i
i j
,
1L
"
" I lL
IN
I
"
{
I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin
Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief.
NAME (print : TESTS WERE COMPLETED ON:
Gary L. Steel 6-13-90
ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional):
988 N. Shore dr., New Richmond, Wi. 54017 2298 5- 6-6200
CST SIGN E:
DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester.
DILHR-SBD-6395 (R. 02/82) - OVER -
85755
I
I RURAL HOUSING
ATTN: GERARD
i
GE
MADISJl3 ~i~ S1, 1
NI 53705
DAT,_ NO. PAGE DUE DATE
DESCRIPTION AMOUNT
TAW'. Pl 141.
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