HomeMy WebLinkAbout008-1090-10-100 (2)
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Wisconsin Department of Industry, PRIVATE SEWAGE SYSTEM County:
Labor and Human Relations INSPECTION REPORT St Croix
Safety anti} uildings Division t
(ATTACH TO PERMIT Sanitary Permit No.:
GENERAL INFORMATIONNE4,NE4,Sec.32,T28-R16m 30th Ave. 149075
Permit Holder's Name: ❑ City ❑ Village J] Town of: State Plan ID No.:
John Lavelle Eau Galle S90-40015
CST BM Elev.: Insp. BM Elev.: f BM Description: Parcel Tax No.:
TANK INFORMATION ELEVATION DATA <)C~,.~;,,
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchma&-Y-oq
r Q 7
Dosing it
7,5
Aeration Bldg. Sewer
Holding St/~d Inlet f ! (o
TANK SETBACK INFORMATION St/'Outlet
TANK TO P/ L WELL BLDG. Ventto ROAD Dt Inlet p
Air Intake 7, G 2~ Jam-.
NA Dt Bottomoy7l.
Septic > °
NO of A „ ~ > 9~, 75
Dosing S >16D ~a ' AZ 0 NA .NeAdep ii! Man. q
-b' L
Aeration - NA Dist. Pipe8 lf• 37
Holding Bot. System
PUMP/ SIPHON INFORMATION Final Grade
Manufacturer Demand
Model Number ~7Q GPM ✓P.
r
TDH Lift Friction System TDH Ft
a o~
lip Loss Aead
Forcemain Length ~Ll -9 1 Dia. Dist. TO Well
SOIL ABSORPTION SYSTEM ~ • FS - o4-(c_6-v-q c~"b eA'. ~pk 5,77
BED/TRENCH Width Length No. Of Trenches PIT No de Dia. Liquid Depth
DIMENSIONS DIMENSION
SETBACK SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manuf!Z r:
-
INFORMATION Type O CHAMBER f ~y e Mode N u m
System: t)jawnd >S'v gD 7c.~/ All OR UNIT
DISTRIBUTION SYSTEM
+kme6 ✓ Manifold 2 Distribution Pipe(s) x Hole Size, x Hole Spacing Vent To Air Intake
Length Dia y Length f~ Dia. Spacing T y 7 / e4J
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over r, Depth Over a xx Depth Of q xxSeeded kS~ee%erl--- xx Mulched
Bed 4eh-Center l Bed /1xeft& Edges Topsoil LO q-fies ❑ No es ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.) n
Plan revision required?(D es ❑ No
Use other side for additional information. /
SBD-6710 (R 05/91) Date Inspector's Signature Cert. No.
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
M~v SANITARY PERMIT APPLICATION couNTY
EZ:CiLHR In accord with ILHR 83.05, Wis. Adm. Code q*) MMEEMMO STATE SANITARY PERMIT #
-Attach complete plans (to the county copy only) for the system, on paper not less than 149675-
8% x 11 inches in size. El check if revision to 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 / I PROPERTY LOCATION
Oh h at/ e- /l.c. ~F% r%,S T N,R ~G E(or)W
PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK #
R.1 ce 13'1
CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER
~4 ~d r✓ ~ l✓, 5 5. 4/0G'L ~ ,3 v
. TYPE OF BUILDING: ck one CITY L NEAREST ROAD
11 ) ❑ State Owned ❑ VILLAGE G G 3G C!~ $
❑ Public lJ 1 or 2 Fam. Dwelling-# of bedrooms ~ PARCH X NUMB ~
U
(pfd 1 _
111. BUILDING USE: (If building type is public, check all that apply) 3
1 ❑ Apt/Condo •C ~j d [ Co -L
2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility
3 ❑ Campground 70 Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining
4 ❑ Church/School 80 Mobile Home Park 120 Service Station/Car Wash
5 ❑ Hotel/Motel 9 ❑ Office/Factory 130 Other: Specify
IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable)
A) 1. New 2. ❑ Replacement 3. ❑ Replacement of 4.E] 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 Pres~~s.,ur~~ized Distribution Experimental Other
11 ❑ Seepage Bed 21 Lld'Mound 300 Specify Type 41 ❑ Holding Tank
12 ❑ Seepage Trench 22 ❑ In-Ground 42 ❑ Pit Privy
130 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
L15 6 REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals/day/sq. ft.) (Min./inch) G ELEVATION
-7& 1.,;20 ! Feet d V Feet
VII. TANK 'CAPACITY Site
in ailons Total # of Prefab. Fiber- Exper.
Manufacturer's Name Con- Steel Plastic
INFORMATION New istin Gallons Tanks Concrete glass App
Tanks anks strutted
Septic Tank or Holdin Tank Uflf✓ 41 { er
Lift Pump Tank/Si hon Chamber b `
VIII. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans.
Plumber's Name (Print): Plumb Signature: ( Stamps) MPMFPRSW No.: Business Phone Number:
Sta.. e, o-~ LILA- L e. y L 7t r G 2 `G
Plumber's Address (Street, Ci tate, Zip Code)
6'4 4 tit/ d". P v , - I' `l G 2 S/
IX. COU DEPARTMENT USE ONLY
Disapproved I Sa nary Permit Fee (Includes Groundwater Date Issued Issuing A em Signa No Stam
rcharge Fee)
Approved ❑ owner Given initial LAP ^5~/~--(~ Imo, / 0
Adverse Determination J G/~ V
X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL:
SBD-6398 (formerly Plb-67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber
INSTRUCTIONS y
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.
Vlll. 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) al? 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)
I
. APPLICATION FOR SANITARY PERMIT
9TC-100
This application form 1s 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 pitmit Issuance. Should this development be intended tot resale by
owner/contractot,(spec house), than a second form should be retained and
completed when the property is sold rind submitted to this office with the
appropriate deed recording.
/------1------''-//---/-/-----------------------
Owner . of property , clop n / u ule, •G
Location of property AL /4 q-1/4, section 3 T 2 91 -R 1 G V
Township C- At vel r~t'.. -
Mailing address R 0° Er 16~/
134
Address of site .S4 t
Subdivision name eV14
Lot number 0
Previous owner of property , cJ v a Vt ti
Total size of parcel r° `
Date parcel was created
Ace all cornets and lot lines Identifiable? on o
Is this property being developed tot resals (,spec house)?_- as No
Volume and Page Number -2,54:27aa recorded with the Register of Deeds.
INCLUDE WITH,T.HIS APPLICATION THE FOLLOWING:
A YAARANTY DRID which Includes a DOCUMENT NVMBBR, VOLUME AHD PAOX NUMBER, and
the SEAL OT THR REOISTER OF DEEDS. In addition, a cettlfied survey, it
available, would be helpful so as to avoid delays of the reviewing process. It
the deed description references to a Ceitlfied Survey Map, the Cactitled Survey
Map shall also be required.
PROPERTY OWNER CERTIFICATION
t(ve) certlfy that all statements on this form are true to the best of my (out)
Rnowledgel that I two) am (ace) the owner(s) of the property described In
this Intotmatlon form, by virtue of a warranty .d-~e~ d recorded In the Office of
the county Register of Deeds as Document Ho. ks • ) and that I (we)
presently own the proposed site lot the sewage disposal system (or I (we) have
obtained an easement, to tun with the above described property, tot the
construction of sold system, and the same has been duly recorded in the office
of t County Reglatec of Deeds, as Document No.
sl ature of owner Signature of Co-owner (11 Applicable)
Date of signature Data of Signature
W
SEPTIC TANK MAINTENANCE AGREEHIENT ~
St. Croix County
O NE R/ B V YE o
ROUTE /BOX NUMBER Fire Number~
' • ~ ~ ~ ~ d
CITY/STATE 04 t ZIP
1
PROPERTY LOCATION:Af, Section T! R_L__W,
J~
Town of~~ St. Croix County.
Subdivision Lot number N/=-•
Improper use and maintenance of your septic system could result in
its premature failure to handle wastes.- Proper maintenance con-
sists of pumping out the septic tank every three years or sooner,
if needed, by a licen's'ed' 's'e t'ic tank um er. What you put into
the system can a ect t e' unct on o, t e•septic.tank as a treat-
ment-stage in the waste disposal system. •
St. Croix Countyy residents•may'be eligible to recieve a grant for
a maximum of 60% of the cost.of replacement of a failing system,
wh c 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 'sys't'ems agree to keep their system properly
maintained.
The property owner agrees to. submit to St.. Croix County Zoning a
certification form, signed by the owner and by a mater plumber,
journeyman plumber, restricted plumber or..a licensed pumper veri-
fying that (1) the on-site wastewater disposal system is in proper
operating condition and .(2)-.after inspection and pumping (if nec-
essary), 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. y
I/WE, the undersigned have read the above requirements and agree
to maintain the private sewage disposal system in accordance with 0
the standards set forth, herein, as.set by the Wisconsin Depart-
ment of Natural Resources. Certification form must be completed •,d
and returned to the St. Croix County Zoning Office within 30 days
of the three year expiration.date.
SIGNED
DATE {i - I'
St. Croix County Zoning Office
911 4th St.
Hudson, WI 54016
386-4680
Sign, date and return to the above address.
11 DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS
DIVISION
IND.V TR
P.O. BOX 796
LABOR AN PERCOLATION TESTS (115) MADISON WI 53707
HUMAN RELATIONS
(ILHR 83.0911) & Chapter 145)
LOCATION: SECTION: WNS NICIPALITY: OT NO.: BLK. NO.: SUBDIVISION NAME:
NEl/ NE 1/ 3z /T-2-16 N/R A E la y=-~ (S (;R - -
COUNTY: MAILING ADDRESS: 1~pv+r~ r1 j30X ~S~
%T. e _\_L0 tx 7::~o t fi I`1 t\ V f`"-s- "j? ~ w I Ai w s (10 CA Z
USE DATES OBSERVATIONS MADE
1PERCOLATION TESTS:
NO. BEDRMS.: COMMERCIAL DESCRIPTION: I PROFILE DESCRIPTIONS:
Residence 71 _ OlNew ❑Replace 9 _2 y_
RATING: S= Site suitable for system U= Site unsuitable for system C)xj SlTF_-_ ON -1 N- 89
ONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILL OLDING TAN1:111 ECOMMENDED SYSTEM: (optional)
❑ S Eu ZS ❑u ❑ S ~u ❑ S Zu ❑ S .®u -knGN G w l
If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the
under s. ILHR 83.09(5) (b), indicate: \\1) • K • Floodplain, indicate Floodplain elevation: N
PROFILE DESCRIPTIONS
BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH
NUMBER DEPTH IN, ELEVATION OBSERVED EST. HET TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.)
B- S q%.3 t~ o>J Z (c S tC-G 2 a F Z
B- Z 6y R8.9 Z$ U
B- Sq of ,1, % 3 O u
B-
B-
B-
PERCOLATION TESTS
I WATER L V L-IN HES RATE MINUTES
OP N
TEST - DEPTH , WATER IN HOLE TEST TIME DR
NUMBER INCHES AFTER SWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 P R PER INCH
P_ \146
is
P_ Z 2Z 1`10 3 0 NS! 1(,
P_ 3 WL VJO 3b t '-*,I ti, 1 t~8 146 z .
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. e ' Lmvv b"umG I'10u~,, ~l~N ~~e ~ y St.TjT1N.G p $
SYSTEM ELEVATION • \ r sol
r1 Q,
k~m k- 121 C^
~p 3
6F G• : car ' "Ar__ SCE d-off _ "o
53
E u" , S 1tZ~
0 O F E em
r
- ~ o E I~L2.EOM ~n vk,~,
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Y
" PI u ~ S cN
E
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N
3 ,
SEC 3Z
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.
YlfEG
NAME print : AND TESTS WERE COMPLETED ON:
1
DESIGN R-FERVIGE ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional):
P,o Box 74 421 NMAIN ST, CST coo S7A. IBS-4ZS'-0165
SIGNA URE:
RIVER FALLS; WI 54022 CST L
715-425-0165
:>kC o V= 2
DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester.
DILHRSBD-6395 (R. 10/83) - OVER -
INSTRUCTIONS FOR COMPLETING FORM 115 - SBD - 6395
I
To be a complete and accurate soil test, your report must include:
1. Complete legal description;
2. The use section must clearly indicate whether this is a residence or commercial project;
3. MAXIMUM number of bedrooms or commercial use planned;
4. Is this a new or replacement system;
5. Complete the suitability rating boxes. A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL OTHER
SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS;
6. PLEASE use the abbreviations shown here for writing profile descriptions and completing the plot plan;
7. MAKE A LEGIBLE diagram accurately locating your test locations. Drawing scale is prefered. A separate sheet
may be used if desired;
8. Make sure your benchmark and vertical elevation reference point are clearly shown, and are permanent;
9. Complete all apropriate boxes as to dates, names, addresses, flood plain data, percolation test exemption, if
appropriate;
10. If the information (such as flood plain, elevation) does not apply, place N.A. in the appropriate box;
11. Sign the form and place your current address and yur certification number;
12. Make legible copies and distribute as required. ALL SOIL TESTS MUST BE FILED WITH THE LOCAL
AUTHORITY WITHIN 30 DAYS OF COMPLETION.
ABBREVIATIONS FOR CERTIFIED SOIL TESTERS
Soil Separates and Textures Other Symbols
st - Stone (over 1U') BR - Bedrock
cob - Cobble (3 - 10") SS - Standstone
gr - Gravel (under 3") LS - Limestone
's - Sand HGW - High Groundwater
cs - Coarse Sand Perc - Precolation Rate
meds - Medium Sand W - Well
is - Fine Sand Bldg - Building
Is- Loamy Sand > - Greater Than
's1 - Loamy Sand < - Less Than -
'1 - Loam Bn - Brown
- Silt Loam BI - Black
si - Slit Gy - Gray
cl - Clay Loam Y - Yellow
scl - Sandy Clay Loam R - Red
sicl - Silty Clay Loam mot - Mottles
sc - Sandy Clay w/ - with
sic - Silty Clay fff - few, fine, faint
'c - Clay cc - , common, coarse
pt - Peat mm - Many, Medium
m - Muck d - distinct
p - prominent
HWL - High water level,
surface water
Six general soil textures BM - Bench Mark
for liquid waste disposal VRP - Vertical Reference Point
TO THE OWNER:
This soil test report is the first step in securing a sanitary permit. The county or the Department may request
verification of this soil test in the field prior to permit issuance. A complete set of plans for the private sewage system
and a permit application must be submitted to the appropriate local authority in order to obtain a permit. The sanitary
permit must be obtained and posted prior to the start of any construction.
'w
~M
SOIL DESCRIPTION FORM
Attach Soil Proh.10 Location Ma On a Su ar•ato Sheet)
Cl E T: v~"~ LINEAR LOADING RAT :
PURPOSE: EV U f~ uN S F-3weQ S YS7-=,- I SLOPE: U` O
lens, ASPECT: V Kul ~S - 1~~0~-`[~W SST SLY
-~--~y~ Le w L~ ~~l
DESCRIPTION BY t r I ~
DATE 1q, I c? Cr CURRENT LAND USE:
7.7
G ~ CnJu)l)`C-~ W VEGETATIVE COVER G SS - ~ J ~SO S
COUNTY/STATE
LOT DESCRIPTION:' N~~! -IJf`~! SEC32~ TZd l 16wDRAINAGE CLASS: 'T/PLAONL~
LOCATION: -"`"Z )tJ 1 of= GALLONS PER SO. FT. PER OAYt 40 . LIE o
PARENT MATERIAL (s)/DEPTH SOIL SERIES: S1~C~T~ KGO 81,
14Y - -so
HORIZON DEP111 MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS PII •BOUNDARY REMARKS
in, moist Gr. Si. Sh COATINGS
~0 G
o -L/ Io~~ 31z - s i ( 1 s1bk rn es
L1- L 3 l t~~-cz s 1 - s i 1 S\~lz YY, h c~
V3 -ZL s '-f l2.V l - S 1 S~ vT~L'Fb ° S
~.S1-feVl sc~ ~qib ~rvL`~i srG(,rct-s
G Z cS
o-6 10`C1Z31 L - S1 S~ ht
~-l `l ~o~resl~! - s Zmsb m~F~- eS
_ --30 I•s~m yl - S 1 I ~s~~ wL cs
30-~`l 7. S Ye Y/ 1 Sc ~ 1 ~5~~ `Fi s i C-'yS
8o n1 G 3
0-6 l~ R31 - Sj~ S~ m`Fh -cS
R S) s 1) Z m so
~-30 ~QS t9R - S ~ l~s~ m`~r- cS
3o-s1 ~.S`!RV 1 s0-\ `i%' wt si ~onTs
OTHER SITE FEATURES/NOTES:
1rz~ --Z C~~ o S76 nrtGE? of Z
LIMITING FACIORS/DEPTH: Signature Date CST F
M
FIORIIGN DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS PII -BOUNDARY REMARKS
in. nnizt Gr St. Sh COATINGS
I
OTHER SITE FEATURES/NOTES:
Signature Date CST M _
LIMITING FACIORS/DEPTH.
SAFETY & BUILDINGS DIVISION
State of Wisconsin
Department of Industry, Labor and Human Relations
PRIVATE SEWAGE PLAN APPROVAL Western Regional Office
2226 Rose Street
LaCrosse, Wisconsin 54603
WEGERER SOIL TESTING & DESIGN SVC Owner: JOHN LA VELLE
P 0 BOX 74 RR 1, BOX 151
RIVER FALLS WI 54022 BALDWIN WI 54002
RE: Plan Number: S91-40887 Date Approved: October 28, 1991
Gallons Per Day: 450 Date Received: October 28, 1991
Project Name: LA VELLE, JOHN - RESIDENCE Location: NE,NE,32,28,16W
Town of EAU GALLE 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:
- NEW MOUND 9
~O
Inquiries concerning this approval may be made by calling (608) 785- 3
O q
Sincerely,
4 o m *
r-
0 Z-•~
T
GERARD M. SWIM ~m
Section of Private Sewage
Division of Safety and Buildings 1 t v e,~
PPP039/0009n/38
cc: JOHN LA VELLE X Private Sewage Consultant
SUD 94231K. 01/911
of
' Page
MOUND SYSTEM
FOR
A _-7 BEDROOM RESIDENCE ~ 1-40 8 IS 7
LOCATED IN THE ukl 1/4 OF THE lye 1/4 OF SECTION 3Z,T zB N, R 16 W,
TOWN OF »ct_L Sr. C-?,ALX COUNTY, WISCONSIN.
~~rcv G E
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
OCT - lyyt
PREPARED FOR s ,
~ m ~ ~'_A v Eu~
R,o~'1~ 1 R dx ~ s 1
13~LOktN,w1 S~~oZ
PREPARED BY ®aey
g~®~~y~~ •rrwr.r.rrrr~ Q-
•
.WEC-:Ei~ER SCl I L TESTIN ARTHUR L
G • wn,~RER _
AND S 6LLSwpRTH,
I7ES I GN SERV ICE ""5.
P.O. BOX 74 421 N. RAIN ST..r 4
RIVER FALLS. VI 54022 Sr I G'14 715-425-0165 oQeyo9~
tp _3 _9
R~~S1~1J ~'o P~P(1V No, Soo- yoo~5
JOB NO. 1- 9
PLOT PLAN Page L of 6
Scale 1"= 3o '
t
/ ~ ~ ZS ~10~4e
S
' B`/ got= z"P~~' B3 P hoF ytrp~~ ( .
~tN y PVC
20
ONSITE SEWAGE SYSTEM
4 tl
6~l.OiZa G~ !
I o~ Co
o~
A P 0 plh'Rg 0"V E um' k
a3 E?{'.ft i Ib : NT OF INDUSTRY, LABOR AN HUMAN R CATIONS ri
t { lSfON SAE AN U WING
S o
SEE COii S Ofi CE I
~j
i
Pt ~cF P1DOl ht h~ Spa $E~e li M Pt1~ k - . loll. p' O0J S PI1~H
W `cat is ~ow~~ to c~Bo C>RA~*~o !w ~Z4
w>h C+ +SR'I~ i Ovk I
11aC:\Z~SL~ SLoI~►~.
al
O
a
M I
7 So' SpVTAe*ST
~F lr~►~KII~ ^dim
- i; dt A er r
F~uCE - IuL T- S~21a\x'12 C`/ L W e OF $O %1-1 t E tz~kt~cGi. ,
NOTES:
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install permanent markers at end of each lateral. required)
3. Install 4" observation pipes with approved caps. ( Z required)
4. Septic tank to be \Ooo gallon capacity manufactured by
~1~~WE5Z"~1~~ "CSR-Lam'-f1ST~ ~IUC.
5. Bench Mark sQ7~Ej- r30 u Q~
6. Divert surface water around mound to.prevent ponding at the uphill side.
Page 3 Of 6
Approved Synthetic Covering
Distribution Pipe
Medium Sand
G
Topsoil F Elev. 99.6
3 E
ONSITE SEW
1 e
®4ZaI GOKa % Slope
Bed Of 2- 2 Force Main Plowed
P Am-,% t:
Aggregate From Pump Layer
ff in APffl3"R%A0j'h'V`D
DEPARTMENT OF INDUSTRY, LABOR AN I-IUMAN RELATIONS D 1, o Ft.
IVISION F SAF AN U DINGS
E 1.3 Ft.
r4gM"I .0," Gross Section Of A Mound System Using
SEE OOR R NCE A Bed For The Absorption Area F Ft.
G t-o Ft.
A 8 Ft. H 1•S Ft.
Linear Loading Rate=11•S'7GPD/LN FT B L4 1 Ft. Ava-
Design Loading Rate=0-30GPD/SQ FT I V3 Ft.
J 8 Ft.
K l O Ft.
L -)-).S Ft. PcvE . CSE& F' Wr P t tJ~
Force Main W 39 Ft.
L
Observation Pipe
8 K
i -
A I - - -
W (o --•I F
Distribution Bed Of 2M- 2 2
Pipe Aggregate
I
Observation Pipe Permanent Markers
(Anchor securely)
\S eo)v~UE l~~SwPe , Csta-~
Plan View Of Mound Using A Bed For The Absorption Area
O
Page Of 4
Perforated Pipe Detail "4088 7
0
End View
)Perforated
End Cap. an`~~e PVC Pipe
1.
Install
G des permanent-marker
at end of each lateral
Holes Located on Bottom.
Are Epnopy Spaced
Q S
Q
PVC
Manifold Pipe
PVC Force Main
Uistn utian
Pi e
Lost Hole Should Be I
Next To End Cop
End Cap
P 2Z Ft.
Distribution Pipe Layout
S qS IfJ.
ONSITE SEWAGE SYSTEM X u$ Inches
»•L~Of2f~~~ Y ti? Inches
Hole Diameter )/q Inch
APPROVED Lateral I Inch(es)
DE~'A€~`~MEN bf INDUSTRY, LABOR Ht~~G5 RELATIONS Manifold rr Z Inches
F S N B 1LDl Force Main Z Inches
of holes/pipe 6•
SEE GO R GEPlCE
Invert Elevation of Laterals 94.5 Ft.
Place 1st hole ZV'ffrom center of manifold with succeeding holes
at W intervals. Last hole to be next to the end cap.
PUMP CHAMBER CROSS SECTION ARID SPECIFICATIONS ' PAGE ~ OF ~
VEWT CAP
4"C.I. VENT PIPE WEATHER PROOF APPROVED LOCI I Mp, OLE
JUIJCTION 90X
25' FROM ODOR COVER WITH WARNING LABEL
? . It•MW.
WIwOOW OR FRESH I
Alit INTAKE
GRADE I
I 40 MIM.
COIJDUIT
WAIN. IV
Sr~W AG i = = - -
IIULET OV
A I HESEAL I III
APPROVED JOINT A CO lo` I I APPROVED .101WTS
I
II
Rti~TtaNS
~~MAN ALARM
b
1Ia S, _C A I ON
C OE?~TS rl~' aV ~S
E
LLEV.C3•SO FT 03 ti~ g1„Nq ~
PUMP --i
OFF
0
EL c) Z Z COAICKETE BLOCK
3" APPRwf
RISER EXIT PERMITTED ONLY IF TAWK MAWUFACTURE:R HAS SUCH APPROVAL. gEppl
SPECIFICATIOKJS
OOSE F'1 tTjWTZr`41J Pi?-C-~ASTtrue. ' 3•'I
TAWK MANUFACTURER. . NUMBER OF DOSES: PER OAy
TANK 51ZE: DSO GALLONS DOSE VOLUME ly b 3
ALARM MANUFACTURER' S. 5• MCMp S cl S113,15 INCLUDING BACKFLOW: GALLONS
MODEL NUMBER: CAPACITIES: A= ~(o INCHES OR a2-0 GALLONS
SWITCH TYPE: INCHES OR 19-0 G(►LL06I5
PUMP MANUFACTURER: 2-°22-LER e-~2 Y G= 711Z INCHES OR IA6.3 GALLOWS
MODEL NUMBER: q~l D~ 13 INCHES OR x.53• S GALLONS
SWITCH TYPE: MOTE: PUMP AND ALARM ARE TO BE
MIWIMUM DISCHARGE RATE GPM INSTALLED OW SEPARATE CIRCUITS
VERTICAL DIFFERENCE BETWEEN PUMP OFF AAIO_DISTRIBUTIOM PIPE.. 6•00 FEET
t MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . 2.50 FEET
♦ 8S FEET OF FORCE MAIN X L.12 fYortFKIC.TI0U FACTOR. FEET
- = TOTAL OtIUAMIC HEAD 9 • bb -FEET
DIAMETER t y
INTERNAL DIMLWSION~ OF TANK: LENGTH 1-92 ;WIDTH ky'/Z".iLIQUID DEPTH 3~!?-
BOTTOM AREA - 231= GAL/INCH
AS PER MANUFACTURER =^..~.q.5.. GAL/INCH _
V) I- `?Ptof (1Z
HEAD/CAPACITY CURVE 41/F 61a
MODEL 97 4% - .
30' -
m
8 81 14 40 1,
25'
- - t
- 1112 - 111/2 NPT
W 6 20' 43/16
V m
Z 15'
0 4
-
A
A
O 10'
2
~6. ob
A L
0 US 10 20 30 401. 50 60 70
GALLONS
LITERS 0 80 160 240 10"/16 1
FLOW PER MINUTE
TOTAL DYNAMIC HEAD/KOw tee aNrurs
EFFLUENT MO DMAMING
CAPACITY
HEAD UNITSIMIN ^6
FEET METERS GAL LTRS
5 1.52 56 212
10 3.05 46 174
15 4.57 35 133
20 6.10 15 57
Lock Valve 23.75'
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• Electrical alternators, for duplex systems, are available • Mercury float switches are available for controlling
and supplied with an alarm. single and three phase systems.
• Mechanical alternators, for duplex systems, are avail- • Double piggyback mercury float switches are available
able with or without alarm switches. for variable level long cycle controls.
SELECTION GUIDE
1. Integral float operated 2 pole mechanical switch, no external control required.
Standard All Models - Weight 33 lbs. - 1/s HP 2. Single piggyback wide angle mercury float switch or double piggyback mercury
float switch. Refer to FM0477.
97 Seri" control selection 3. Mechanical alternator 10-0072 or 10-0075.
YodN V01164% Mode Amps Shnplex Duplex 4. See FMO712 for correct model of Electrical Alternator, "E-Pak".
M97 115 1 Auto 120 1 or l &7 -
N97 115 1 Non 120 5. Mercury sensor float switch 10-0225 used as a control activator, specify duplex (3)
2 or 2 3 6 3 or 4 3 5 or (4) float system.
D97 230 1 Auto 6.0 1or1b7 - 6. Four (4) hole"J-Pak", junction box, forwaterightconnection orwired4nsimplex or
C97 230 1 Non 6.0 2 or 2 S 6 3 or 4& 5 2 pump operation, 10.0002.
7. Two (2) hole "J-Pak", for watertight connection or splice, 10-0003.
CAUTION
For information on additional Zoeller products refer to catalog on Combination All Installation of controls, protection devices and wiring should be done by a
Starter, FM0514; Piggyback Mercury Float Switches, FMO477; Electrical Alternator, qualified licensed deoblctan. AN •lecbied and safety codes should be foNowed
FM-0486; Mechanical Alternator, FM0495; Alarm Package, FM0513; and Sump/- Including the most recent Nationd Electric Code (NEC) and the Occupational
Sewage Basins. FM0467. Safety and Health Act (OSHA).
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
3280 Old Millers Lane Manufacturers of...
O OE~~ER O~ P. 0. Box 16347 • Louisville, Kentucky 40216
a
(502) 778-2731 • FAX (502) 774-3624 Qu~urr )&M AY SivcE /Y3Y
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 Owner: JOHN LA VELLE
ARTHUR L WEGERER
P.O. BOX 74 ROUTE 1, BOX 151
RIVER FALLS, WI 54022 BALDWIN, WI 54002
RE: Plan Number: S90-40015 Date Approved: March 9, 1990
Gallons Per Day: 450 Date Received: March 7, 1990
Project Name: LA VELLE, JOHN - RESIDENCE Location: NE,NE,32,28,16W
Town of EAU GALLE 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:
- NEW MOUND
Inquiries concerning this approval may be made by calling (608) 785-9348.
Sincer ly,
GERARD M. SWIM
Section of Private Sewage
Division of Safety and Buildings
cc: JOHN LA VELLE X Private Sewage Consultant
SBD-6423 (R. 08/88)
S9U_40U15
Pa ge 1 of 6
MOUND SYSTEM
FOR
A 3 BEDROOM RESIDENCE
LOCATED IN THE NEt/y OF THE Ne~ Iq OF SECTION 3 Z, T Z8 N, R !6 W,
TOWN OF D sT- c..V,-IQi k 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
:7 Vi t\3 N 'Q aLLG
12pvTt= V3 ox \s 1
13r-\ L\->w 1N, wI SyooZ
PREPARED BY
1,
WEEFtEFG E; c:) I f_ TEST I h!c
AND APTHUT ulo
WE
_;➢;ER o
L71E=S IC3hj E3 EFc4' I CE
~a o ELS:7^RTN, ~a
Wis e I
F.O. BOX 74 421 N. MAIN ST. T@3 Z~ .s.ses 52_ EJ
RIVER FALLS, WI J4o2_ sir 1+~J1 ,
71J-42J-VIOJ ~~0~,$®e~ ~~eg•g~y
3 - Z -go
Job
PLOT PLAN S90-4001
~tJ
Page Z of b
Scale ~lE"S tl,A
oN
s A • i ^
° p T1* huL
,y t
r
SSE ~~R
APQ~.oxt ~-iRT~ c..c~c~nuN
OF FQ1\-X1Q? 3 t3~o2~ioM
Y~MC 7
EX1S171v
. 1~~-~6 - p1J PuSTS - X '
~o Fay., nr,~, o,,~
~~h~ 3ooF G/~
d'lp6 4' PVC- ~R~R $ f
_ S r~BDQ~ `1
X48• 9~ 7 2g . _ D~
i
po CO
oR , oa ~
lb ve tea iZL 13k-)
V) I
-f-
~ Q F
k 4°/0 %.~1
op _ to
i
N
~►-~hiv52 l'1. qg, 5' ~ ~
,0
BLS-1C~ M~►PRZIt ~
m L.L. 100,0 ON SP~\s.~, (~$OUC ~
~ ~ ~~~j DRl U E~PC`•('
Feu c.L _ ~ » ~ RATS T ~ tzU P ~~Ty L 1 >v @-~
80 ►~Ck-~S
NOTES:
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install permanent markers at end of each lateral. ( y required)
3. Install 4" observation pipes with approved caps. ( Z required)
4. Septic tank to be 1CSO,co gallon capacity manufactured by
w\~S Cr " CRETE Pszt0 V CTS, ttu c .
5. Bench Mark SEE u
6. Divert surface water around mound to prevent ponding at the uphill side.
~ ~ E-jt1 STt I.s G w 1 S ~ ~ O p ~ S o ~ ~ of h ou ~ p s t -t-E ,
• S9
l.~'~J'oF UN CAN~ACT~`~
Slrow,,2Morsh Hoy, Or
Synthetic Covering
Distribution Pipe
Medium Sand ( -
Topsoil F ;zLev 98.5
D
ONSITE SEWAGE S 3 is /
I b
5ns
' y:9%_.Slo e
Bed Of 2 % Force Main Plowed
' 2 2
~,A From Pump Layer
RELAIlU 'egote
Dt?„ 1 i t;
t"L 1;' D 1.O FT
E N . 3 P?.
E Ct)RRE NDENCE Cross Section Of A Mound System Using
F o • 8 FT•
A Bed For The Absorption Area
'NOI n "sQkn~) I's "1.3 d^vJe G 1 • o T--T
A 8 Ft. H l- 5 FT•
B y~ Ft. A\)s,
Z3 Ft.
Lela R LopD►N6 R►NTe = q•6 GPjL/u.3Fr/D" g Ft.
~ 0 .30 GrtL/S% FT/C H'"
K 1o Ft.
- I t~trlE~S10N ►S !!.lGt~•~'cSC~D To Car-lp(~JS&TE
R cZY-1PnQut SWU se )i" r-!Wvu - L 6 Ft. Ave.
-"FORCE - W Ft.
?~Etl N _
- 1_ 5 5 ,
Observation Pipe
B 45' - - ' K
-22- {
o L
44 q,
Distribution Bed Of 2w- 2 2M
Pipe Aggrega
1
Observation Pipe Permanent Markers
Plan View Of Mound Using A Bed For The Absorption Area
S90- 400 15
c-,~\ CIE y o,r ~
Perforated Plpe Detail'
0
End Visw
Perforoted
End Cop-I 1 PVC Pipe
Ila .
S,o Holes Located On Bottom,
Are Eouolly Spaced
' [~i3T'~CLI,. P6R1NA1vEr\1T_!!l3LKER
A-r _e-mz of EAGbt LATERAL
Q
Q PVC ri
v
Monitold Pipe
l
\ ~D,striout of e~\ c'VG Force Mom
Pipe F,orr. -imp
Lost Hole Should Be_j II
Next To End Cop Idl
End Cop Distribution Pipe Layout P Z Z FT.
ONSITE SEWAGE SYSTEM S y a ~N
X 1416
Y LLb jN.
Hole Diameter icy Inch
Lateral 1 Inch(es)
•
OIL, Manifold Z Inches
SEE CO ESI'ONDENCE Force Main Z Inches
-
#oF Ff~LE.S/PIPE 6
►►.yvetzr ~~VhT)ON of L#,-i;`1 AL-T q q • SO vr'r.
- T'lAce l sr HOLE Z(4'` F -,'D n CE-z-AYTER OF Mf)AJI F3k-D WI-X)i SQCC-QEZ1N G h-OI F-S A-T
-y8" tIN.TETZVALS. T_AS-- Kfat-e `ro $E, NEXT 7C) THE CAD CAP.
PUMP CHAMBER CROSS SECTION AAJO SPECIFICATIOWS ' P&GE S OF to
VENT CAP S90- 4 0 0 1 5
4"C.I. VENT PIPE WEATHER PROOF APPROVED LOCKING
,
JUNCTION BOX MANHOLE COVER WITH
? 25d FROM DOOR, wRRNINE, LNTIeL
WINDOW OR FRESH IL•MIN.
AIR INTAKE
GRADE
41 k2 96.5 ;k I y0 MIN.
~ Ie~ Mlu,
COWDUIT--
ATE SON } PROVIDE I
INLET Q~s 'flA~RTIGHT SEAL I III
APPROVED JONT A APPROVED JOINTS
~ I
W/C.I. PIPE ~11QyS I I I W/C.I. PIPE
EXTENDIL14 3' ELF I I ALARM EXTENDIUG 3'
ONTO SOLID $01E 0 ry, l S ( I I ONTO SOLID iOIL
C L E V. IL -"'F T. C4P~E _ _ j
PUMP OFF
r
"D
1✓ L 83 • 92 CONCRETE BLOCK
3" APPROVED
RISER EXIT PERMITI'EO OIJLy IF TAKJK MAWUFAGTURC.R HAS SUCH APPROVAL gE,pplkQ
SPEC.IFICATIOAIS
DOSE
TA1JK MAtJU A31E. M ~cc~ I~wr-TS
FACTURCR: NUMBER OF DOSES: 3'3 PER OAy
TANK SIZE: -)SO GALLONS DOSE VOLUME SD•y
ALARM MANUFACTURER: S'S' k LI CTZO S V S7b'r15 INCLUDING BACKFLOW: GALLONS
MODEL NUMBER: l~W CAPACITIES: A= S INCHE5 OR 300• % GALLONS
SWITCH TYPE: 5= Z INCHES OR 24-1 GALLONS
PUMP MANUFAGTURCR: C = -7 1/ imCHES Oft 150'4 GALLONS
MODEL NUMBER: X3'7 D= 1 INCHES OR 7.66.6 GALLONS
SWITCH TYPE: t~Cz MOTE: PUMP AIJD ALARM ARE TO BE
MINIMUM DISCHARGE RATE Z__._~ GPM INSTALLED OK! SEPARATE CIRCUITS
VERTICAL DIFFERENCE BETWEEN PUMP OFF AIJO,.DISTRIBUTION PIPE.. IL!'SO FEET
t MINIMUM NETWORK SUPPLY PRESSURE . , , . . . . . , 2.50 FCET
♦ 8 S FEET OF FORCE MAIN X FYo fT,FRICTIOW FACTOR.. 1-'1'- FEET
TOTAL DtIWAMIC HLAO = 1%.I6 FEET
of pv l2TER mod' rotes
INTERNAL DIMENSION~ OF TANK: LENCaTH ;WIDTH 7S~ o ;LIQUID DEPTH 3'2
,B077-oN AtZEA - -z„3 J = C~r~ tr / 1NC11
AS ~~-R MA►JUF- ACTVVLX12 = zO.OS GAL- /~JvCM
to
Cr. eta ~E 6 of b
W
LL TOTAL
DYNAMIC HEAD FEET/
HEAD CAPACITY CURVE METERS
MODEL 137 CAPACITY GALLONS/LITERS
30 CAPACITY
HEAD UNITS/ MIN
g FEET METERS GAL LTRS
25 5 1.52 104 394
10 3.05 79 300
_ 15 4.57 64 242
6 20 20 6.10 36 136
18 1b 25 7.62 8 30
0 26 7.92 0 0
15 I
4 ZB.og,
10
2
5'
0
U.S. 10 20 30 40 50 60 0 80 90 160 110
GALLONJ I
LITERS1 80 160 240 320 400
0 FLOW PER MINUTE S90-40015
,
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• Electrical alternators for duplex systems • High water alarms available.
available with mercury float switches. .Mechanical alternators available for
• Minimum recommended basin size duplex systems.
Simplex -18" x 30" Caution: Maximum temp. effluent or
Duplex - 36" x 36" dewatering p160 degrees.
• Long cords available
Zoeller can provide complete packaged systems or combination of components
including controls, pumps, polyethylene or fiberglass basins.
SINGLE PHASE UNITS
Cast Iron Modal Ph. N.P. volts Amps Illt. Bronze Model Pb. H.P. Vohs Amps WL
137 Automatic 1 % 115 10.4 49 lbs. 139 Automatic 1 % 115 10.4 49 lbs.
D137 Automatic 1 % 230 5.2 49 lbs. 0139 Automatic 1 % 230 5.2 491ba.
N137 Non-Automatic 1 % 115 10.4 49lba. N139 Non-Automatic 1 % 115 10.4 49 b..
E137 Non-Automatic 1 % 230 5.2 49 lbs. E139 Non-Automatic 1 % 230 5.2 49 lbs.
"You Get More for Your Dollar- When You Buy a Zoe/%r"
RESERVE POWERED DESIGN
Engineered purposely to pump less than ZZ1-Z11 W O.
design characteristics permit in order to 3280 Old Millers Lane
allow a safety factor for unusual conditions. Louisville; Kentucky 40216
(502) 778-2731
Page of
MOUND SYSTEM
FOR
A I BEDROOM RESIDENCE
LOCATED IN THE uq 1/4 OF THE NE 1/4 OF SECTION 32,T ZB N, R)6 W,
TOWN OF %-z-=rcv GArluLE , ST• C.,~wLX 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
ReU-TIE \ 13uK ~ s I
13~LOw_~N,wl S~doZ
e~~~~~oec~~o®°~s
PREPARED BY ///~~~.M]]]col
01
' ARTHUR Lj
WEC-.EFkEFZ SQ I L TEST I NG WCL;TER i
AND Q i~WORTH,
IDES 1131%4 SEF;Z V ICE %
a
mv~
P.O. BOX 74 421 N. RAIN ST.
RIVER FALLS. VI 54022 ,~e~~ SIG~F'~.l►~
715-4c5-0165 ~Q6BO~Y9~
t p .'3 _9
~~511,)J Z o p`.P(JV No, s 4 0- 4 oois
R JOB NO. 1 16 9
PLOT PLAN Page 1-of 6
Scale 1"= 30 r
M
~b
S
.E'
r -
3
j 1B01 1
{ O
e I
1 I ~
1
~I sod t
t .0 I 1
1 1 II~ I
ag• 0
r
1
'~:WgwQ9 RtiS Attj..q "?M-k - ts-Lai-Im Q. Q'?'j Spll-ta
r ~
44
_Q
M
r
si. dt ~ is x
Fefuc - IuL T- n~u,~~"Ri'-I Lw a of $O %Q4-JE CWR+-CLE.,
NOTES:
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install permanent markers at end of each lateral. required)
3. Install 4" observation pipes with approved caps. ( Z required)
4. Septic tank to be y3oo gallon capacity manufactured by
--Z-L es r~`~~►J I~tZC~f~sT, )mac.
5. Bench Mark s~ roo u Q~
6. Divert surface water around mound to,prevent ponding at the uphill side.
Page .3 Of 6
Approved Synthetic Covering
Distribution Pipe
Medium Sand
- F Elev 9q- 3
Topsoil ==H G
_Ji D
3 E "
b
y % Slope
Bed Of 2~- 2 1 Force Main Plowed'
Aggregate From Pump Layer
D 1• o Ft.
E 1.3 Ft.
Cross Section Of A Mound System Using
A Bed For The Absorption Area F o•8 Ft.
G 1-o Ft.
A Ft. H 1•S Ft.
Linear Loading Rate=61-51 GPD/LN FT B y1 Ft.
Design Loading Rate= O-3o GPD/SQ FT I Z3 Ft.
J g Ft.
K ~O Ft.
L 61 Ft.
ef-
Force Main W 39 Ft.
L
Observation Pipe
PA A I - - -t -
-~I
Distribution Bed OLtM «%Pipe AI
Observation Pipe Permas
(Anchor securely)
Plan View Of Mound Using A Bed For The Absorption Area
Page'4 Of 1~
Perforated Pipe Detail
0
End View
)Perforated
End Cop. oe~6~e PVC Pipe
Install permanent marker
(S~ °
at end of each lateral
Holes Located On Bottom,
Are Equally Spaced
Q S
Q
PVC
Manifold Pipe
PVC Force Main
Distr~~
ibution
PiQe
Lost Hole Should Be I
Next To End Cap `
End Cap J
P ZZ Ft.
Distribution Pipe_ Layout S t42:,
X q3 Inches
Y Inches
Hole Diameter Yq Inch
Lateral I Inch(es)
Manifold Inches
Force Main " Z Inches
# of holes/pipe 6
Invert Elevation of Laterals cJ4-$ Ft.
Place 1st hole ZY" from center of manifold with succeeding holes
at q$k intervals. Last hole to be next to the end cap.
• PUMP CHAMBER CROSS SECTICI ARID SPECIFIC ATIOt`IS ' PAGE S OF
VENT CAP
4" C.I: VEWT PIPE WEATHER PROOF APPROVED LOCKING MANHOLE
JULICTION BOX COVER WITH WARNING LABEL
~ 25' FROM DOOR. IL•MW.
wiMDOW OR FRESH I
AIR INTAKE
GRADE I 40 mm.
WAIN.
COWDUIT
~11 _
PROVIDE (
IAILE T r AIRTIGHT SEAL
APPROVED JOUXT A I I I APPROVED JOINTS
I II
I
i I ALARM
-i I
d I t
I I ON
C I I
LLEV• FT PUMP
OFF
D
COAICKETE BLOCK
3" ARPRov~
RISER EXIT PERMITfEO OIJLy IF TANK MAWUFAGTURCR HAS SUCH APPROVAL gE,pfll~
SPECIFICATIOUS
DOSE . I..I LAW ~141J PI?-E~-~tSi', ►w~-
TANK MANUFACTURER. NUMBER OF DOSES: PER D"
TANK 51ZE: -ISO GALLOWS DOSE VOLUME
ARM_ MANUFACTURER: S-ZI e-%ZV() S lS'T IS IAICLUOING GACKFLOW: 1Z'4 •'7 GALLONS
•
qL_w
MOOCL NUMBER: 1rjN w CAPACITIES: A UJCHES OR 30S• GALLONS
3~.5 LLOWS
1M ~2 °u+~ZY Z
SWITCH TyPC: IUCHES OR G~
B =
PUMP MANUFACTURER' Z b ~C-tT R 7 ~f Y C s $1 I Z.INCHES OR N7-92 CALLOUS
MODEL NUMBER: D s Z1 I.IZ INCHES OR 3ZV I GALLOUS
SWITCH TYPE' ~ZGVl2'k MOTE: PUMP AWD ALARM ARE TO OE
MINIMUM DISCKARGE RATE GPM INSTALLED OU SEPARATE CIRCUITS
VERTICAL DIFFERENCE BETWEEIJ PUMP OFF AUD.DISTRIBUTIOLI PIPE.. FEET
t MINIMUM NETWORK SUPPLY PRESSURTE~. . . . . . . . 2.50 FEET
+ FEET OF FORCE MAIN X F, ooFtFRIETIOU FACTOR.. FEET
. = TOTAL OyWAMIC HEAD = FEET
DIAMETER 6~a
_ If
.
INTERNAL DIMLWSIOLIi OF TAWK: LEAIGTH ;WIDTH ---,LIQUID DEPTH
BOTTOM AREA 3 S Z (a - 231-- GAL/ INCH
h AS PER MANUFACTURER = GAL/INCH
ST. CROIX COUNTY
WISCONSIN
ZONING OFFICE
ST. CROIX COUNTY COURTHOUSE
911 FOURTH STREET • HUDSON, WI 54016
(715) 386-4680
March 1, 1990
Division of Safety and Building
Bureau of Plumbing
P.O. Box 7969
Madison, WI 53707
Dear Sir:
An on site investigation for the John LaVelle property, located
at the NE-k of the NEk of Section 32, T28N-R16W, Town of Eau
Galle, St. Croix County, revealed suitable soils at a depth
of 26" below which seasonable hi.gb 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, ~j
Thomas C. Nelson
Zoning Administrator
ca