HomeMy WebLinkAbout022-1084-50-100 (3) VI/iscronsin Department of Safety ang Services
Division of Indust
D ," SOIL EVALUATION REPORT Page I of 3
1�Z �4 in accordance with SPS 383,Wis. Adm. Code
County T.CROlX
Attach complete site pla of than 81/2 x 11 inches in size.Plan must ty
include,but Q Ii1Nontal reference point(BM),direction and Parcel I.D. 022- 1084-50- 100
percent sl0oo [a¢ hih6ns,north arrow,and iocatior Wd r t xM road.
M� P lease print all informatyo fly t i_ °N—1 ievlred b /;1 Date
Personal information —
You provide may be used for secondary purposes(Privacy Law,-s•�'S�l"�1)(m))• l.� •`,'
Property Owner Property Location ❑
JOHN W.&STEPHANIE L.LINEHAN
Govt Lot ----SE 1/4 NW 1/4 S 29 T 28 N R 18 E(or)W
Property Owners Mailing Address Lot# Block# Subd. Name or csm*
3206 Derby Street 1 I — CtSM 15-4065
City Stabs Zip Code Phone Number ity []Village • own Nearest Road
River Falls, � 54022 ( ) River Drive
El New Construction Use:] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement ® Public or commercial-Describe:
Parent material_ glacial outwash Flood Plain elevation 9 applicable Alm it
General comments
and recommendations: Conventional In-ground Trenches--0.6 loading rate—System elevE tion 96.79'
Pumping required
Property Address: 1023 River Drive
Bonng# 0 Boring
Pit Ground surface elev. 98.56 ft. Depth to IKr►iting factor 60 in.
Soti tion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundaf Roots GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Ef1#1 *Eff#2
1 0-32 7.5YR2.5/1 I 2f-ma&sbk mvfr cs 3vf-m 0.6 0.8
2 32-43 7 5YR3/3 — sl 2f-msbk mvfr es lvf-m 0.6 1.0
3 43-60 7.5YR4/6 — fs
Osg ml cw 1 vf-f 0.5 1.0
4 60-68 7.5YR4/6 c2f 7.SYR5/6
fs Os � -- — 0.5 1.0
2 Ong# ® Boring 97.46 56
El Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Ef1#1 *Eff#2
1 0-36 7.5YR2.5/1 — 1 2f-ma&sbk mvfr cs 2vf-m 0.6 0.8
2 36-46 7 5YR3/3 — sl 2fsbk mvfr cw
1vf-m 0.6 1.0
3 46-56 l 0YR4/6 — fs Osg ml cw l vf-f 0.5 1.0
4 56-60 10YR4/6 c2f 7.5YR5/6
fs Osg dl -- -- 0.5 1.0
*Effluent#1 =BOb >30!220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mgiL and TSS<30 mg/L
CST Name(Please Print) Sig CST Number
MarY Jo Hu rt Hollister's Soil Testing&Design) 224832
Address Date Evatir acted Telephone Number
W9875 690th Avenue,River Falls,WI 54022 10-30- 14 715-426-1775
Property Owner LINEHAN,John W.&Stephanie L. Parcel ID# 022- 1084-50-100 Page 2 of 3
Boring —`—
3 Boring# 97.81
Pit Ground surface elev. ft. Depth to limiting factor 50 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. *Efr#1 *Eff#2
1 0-30 7.5YR2.5/1 -- 1 2f-ma&sbk mvfr cW 2vf-m 0.6 0.8
2 30-2 7.5YR3/3 -- is lfsbk ml cW lvf-m 0.7 1.6
3 42-50 10YR4/6 -- fs Osg ml cW 1 vf-f 0.5 1.0
4 50-56 10YR4/6 f2f 7.5YR5/6 fs Osg ml — -- 0.5 1.0
aBoring# Boring
Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff'
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
❑ Borg#
H Boring
Pit mound surface elev. ft. Depth to Igniting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roofs GPD/fF
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. *Eff#1 *Eft
*Effluent#1 =BODs>30:5 220 mg/1-and TSS>30:5 1 So mg/L *Effluent#2=BODS<30 mg L and TSS<30 mg1L
SBD-8330(807/13)
Plot Plan for Site and Soil Evaluation .Page 3 of 3
Property Owner Jowj IN,
Legal Description PFT ar- NE/4 of me N W/y +gym D (except where noted)'
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CERTINED SURVEY MAP
Randall P.Cadd and Robert I Kolashinski
Located in part of die Northeast%of the Northwest%and part of the Southeast'/.of the Northwest 114 of
Section 29, Tam%*18 North Range 18 West, rown of Knmiclai uc,St.Croh County, Wisconsin.
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Private On-Site Wastewater Treatment System(POWTS)
Index and Title Sheet
Owner: ::3014A] W, i S TWHAJO 1 L L. Ll A`6HA d
Project Name and System Type: EZ upW C0N yt_-JqrZ p\}L. TV-6�,R0u/j-b
Location: l a Z71> -Fu u-9
Street Address
PRT. of Nwc( X SFc, zq TzKA), -F, 11KIA)
Legal Description
IiQAIIrK W Nie �ST. epDv
Township/County
Design Criteria(Check one):
Holding Tank Component Manual: In-Ground Soil Absorption Component Manual:
❑ SBD-10571-P(6/11/1999) ❑ SBD-10567-P(R. 6/1999)
❑ SBD-10855-P(3/2007)Version 2 SBD-10705-P(N. 01/2001)Version 2
Contents: Page 1: -_Pu-b" � T1(Ir-- st Z:Er
Page 2: pc-OT I-LA/J
Page 3: 5Y 5T eyn r);-=-rA i L/ 01 T-P-0 --s>✓d--t 104
Page 4: BoWTls OWN Cz %s MAN uAL � /VIA4AC�A� n1-t LAt4
I I
Page 5:
Page 6: 3y= -J EAmP TAIUK 1�- oSs---3Ea-r1a4 SPe,"IIF(CATIONS
Page 7: PU mP spEzjcl CA-t1 cjl__->
Page 8: TAVW K SPFG r-(0_A7 t"S
Page 9:
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MA V/ 1041uP�1 Signed:
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Pae208
Plot Plana ._ -f
Property Owner JoH.Aj
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Legal Description PRT. of NEB/4 OF rr+� Nw/�r � o (except where,note#:-
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SOIL ABSORPTION SYSTEM DETAIL/GRAVELLESS LEACHING UNIT Pageor k
Project Name:
No.of Celts Per Cell E
ft Cell Width O Total No of O r
1 9 ft Cell Length :�D sq it EISA Per Cell
,n11N. 3 ft Cell Spacing jT sy rt Total EISA
Manufacturer Model Layi EM Raft
infiltrator Efl 5.0 25.0
EZ10ft 10.0 50.0
Gravelless Leaching Unit Manufacturer: L�v�
Gravelless Leaching Unit Model: ZO 3t/- 10 I=T,
Typical Cross Section
Finished Grade It
Observation Pipe with
approved cap or vent
r,a
t.f
Soli Backfill
...
I Z in ■::
Geotextile Fabric
--- ft Infiltrative Surface
12 in
I ft Limiting Factor
in `—,Slotted and Anchored Vent/
Observation Pipe with Cap
a a a a a aaaasaaaaa■7u i�+�aii■ara rata...asasaaa�aa-saaaa.aaaarr■aaaaaraaaaraa■
Plumber/Designer Signature:
'License e: I id.V-0 07 Date: 11 5= y
Of $
T`
Feb-26.2013 01:22 PM St. Croix County Plan/Zoning 715-386-4686
POWTS OWNER'S MANUAL & MANAGEMENT PLAN � of
FILE '44 SYSTEM�'ECUr10ATIONS
Owner �0}tn1 W� STF-F*V i>r L� L inil✓+b A Septic Tank Capacity Z Od 4 NA
Psnthit#► �:d Septic Tank Manufacturer w��S� ID NA
DE816N PARANig1'gpg Effluent der Manufeoturw pZ 0 NA
Number of Bedrooms '�7� ❑NA Effluent lamer Model O NA
Number of Pubes Facility Unit• >IA Pump Tank Cepeoity •f 0 NA
Estimated flow(ave"s 1fQ� d Pump Tank Manufaoturer 0 dNA
Design flow(peak). (Estimated x 1.6) D(� s/d Pump Manufacturer Sall Application Rate 0• aU Pump Mods 0
Standard influenVEffluent Quality Monthly average" Pretreatment Unit
Feb, 011 A Grease IFOGI S90 mgil I&Band/Gmvei Filter 13 Peat Filter
dioollemical Oxygen Demand (BODs) s22o mg& 13 NA 13 Mechanical Aeration 0 Wetland
Tots Suspended goods iT68) St So mg/L r13
DlOInfectfon 4 Other:
Pretreand Effluent Quality Monthly average perew Caum 0 NA
Mochwnioal Oxygen Demand (BODa) 530 mg/L n-Ground (gravity) 13 M-Ground(pressurind)
Total Suspended 6alMs (TSS) S80 mglL NA A>`Grede 0 Mound
Fecal Copform Igsometrlo mean) S10•cfulYOOmI O De 0 Other•.
Maximum Effluent parelafe 6120 Xi In dia. a NA
,:�Lin
Odor JNNA
0 N A Values<ypCSI for don"IC WNtswatar tank Offlllent.
MAINTMIIANQE SCHEDULE
service Event Service Frequency
Inspect ondition of tank(s) At least once every: s) 1Maxlnwm S
yem) 0 NA
Contents of tank(s) When combined sludge and soon equals onertihlyd(1y)of tank volume 0 NA
dispersal oeil(s) At least onos every: a
3 s lMaotbnum 3 year) 0 NA
uent filter At least once every: a(e
f 0 NA
mp,Pump controls gn alarm At least once every; j owls)) 0 NA
rals and pressure test At least once every: month(si
0 saris 69NA At)east once every: E3 a a Cl NA
O NA
MAINTENANCE IN6MICTIONIS
Inspections of tanks and dispersal cells shall be made by an Individual carrying one of the following licenses or ow"flastiorm
Master Plumber; Master Plumber Restricted Sewer; POWTS inspector, POWTB MamtaIner; 8eptage S0
Inspections must khalhnie s visual Ins rv�g Operator. Tank
Inspection of the tankle)to Identify any mining oe broken hardware, identify any*racks or inks,
measure the volume of combined sludge and scum and to check for any back up or pending of effluent on the ground sum.
The dispersal cell(ol shall be AWAY inspected to check the effluent levee In the observation pipet and to ohook for any ponding
Immediate effluent o the ground surface. The pending of ity.$fflu ant on the ground surface may indicate a failing condition and requiras the
Immediaat notNbation of the local regulatory authority,
When the Combined accwthu(ation of sludge and scum in any tank equals one third
oont M of the tank shag be removed by a Septage Servictn O 4) or more of the tank volume, the entice
Wisconsin Administrative Cods, g peretoe and disposed of in aocordsnoe with chapter NR 115,
All other services,Including but not iimtted to the servicing of effluent filters,mechanical or pressurized con anent:
units.and any eervlaMg at intervals of s12 months, shall be performed by a certified pOWTS Maintainer. P • Pretreatment
A service report shall be provided to the local rsgulbtory authority within 10 days of oomplstion of any serv7ce even¢,
Feb 726-2013 01:22 PM St. Croix County Plan/Zoning 715-386.4686
W. L(Aa4+A�
START UP AND OPERATIoN Pam's or
For new omu truotion, prior to use of the POWTS check treatment tankfe)for the presence of painting produots or other chemicals
that may impede the treatment proce88 SlWor damage the dispersal call(s). if high concentrations are detected have the contents
Of the tankfe)removed by a septage awv)opng operator prior to use.
System start up shall not occur when soil conditions are frozen at the Infiltrative surface.
During power outages pump tanks may fill above normal highwatw levels. When power is restored the excess wastewater will be
dlechergl to the dispersal eeR(s) in one large does, overloading the cell(s) and may result M the backup or sWfM discharge of
effluent. To avoid this situation have the oontents of the pump tank removed by a Septage Servicing Operator prior to restoring
power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to
restore normal levels within the pump tank.
Do not drive or park vhlolee over tanks and dispersal tens. Do not drive or park over, or otherwise disturb or compact,the area
within 16 feat down elope of any mound or a4rade call absorption sraL
Reduction or elimination of the following from the wastewater stream may improve the performance and prokeng the life of the
POWTS: antibiotics; baby wipes; clgarem butte; condoms cotton swabs; degreasers; dental floes; dlepers; dls)nfeotsnte;fat;
foundation drake (sump Pump) water: fruit and vegetable paChust gasoline; grease; harbleides; meat *crops.. medications• oil;
painting products;psetkldee;ssoitery napkins;tampons;and water softener brine.
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service the following steps shall lie taken to Insure that the system is
properly and safely sbendonW in compliance with chapter Comm 83.33,Wisconsin Administrative Code:
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shad be removed and properly disposed of by a Septags Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with
soil,gravel or another inert sole!material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been, or mint be taken, to provide a code compMsnt
rep t system:
A suitable replacement area has been evaluated and may be utilized for the location of a repleaernent soil absorption
system. The replacement won should be protected from disturbance and compaction and should not be Infringed upon by
required setbacks from existing and proposed structum, lot Imes and wells. Failure to protect the replacement arse will
result in the need for a new soli end site evaluation to establish a suitable replacement area. Replacement systems must
.comply with the rules in effect at that time.
Ci A suitable replacement area Is not available due to setback and/or soil limitations. BaMng advances in POWTS
technology a holding tank may be Installed as a last resort to replace the failed POWTS.
E3 The site has not been evaluated to lien lfV a suitable replacement area. Upon failure of the POWTS a son and aft
+evalustion must be performed to locate a suitable replacement area. If no replacement area In available a holding tank
may be installed as a last resort to replace the failed POWTS.
13 Mound and "rode soil absorption systems may be reconstructed In place fonowine rwnoval of the bkemat at the
Infiltrative surface. Reconstructions of such systems must comply with the ruin In arffect at that time.
<.<WARMNG>>
SEPTIC, PUMP AND OTHER TM%TMNNT TANKS MAY CONTAIN LETHAL GANN ANDMA iNSUFF"NT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIW 0ULT OR IMPOSSIBLE.
ADOITHWAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Name i 6M WA Name Jo 1KE P'VDZ✓WA
Phone (-71t�j S'LI— 6 Z ZZR Phone
1Z' b ZZ
SEPTAGE SERVICING OPERATOR(PUMPER) LOCAL REGULATORY AUTHORITY
Name bA(ZRr--t � St✓Pn SQKVICG Name j t)lX COUNT �NLN�
Phone ? 5 t-IZS.. 10 25' Phone C 71 s :3'91&- '40W
Pane Of
SEPTIC TANK S PUMP CHAMBER CROSS SEC', f_ I�!AND SPECIFICATIONS
1►" CI VElfT PIPE 12" MIN. ABOVE GRADE E WEATHERPROOF
?: 25' FROM DOOR, WINDOW OR JUNCTION BOX APPROVED
FRESH AIR INTAKE WITH CONDUIT MANHOLE COV
W/ PAD LOC K
FINISHED GRADE �� WARNING LAB
(�/i9Qfi•wl vm ���
4" MIN.
a
ZY
18" IN �'D"
j u
f -1 18 MIN.
4
INLET '
GAS-
MATER TIGHT SEALS TIGHT
' ""4PPROVED
FILTER A SEAL JOINTS WITH
APPROVED F04 LOO 5Z49- —1— LM APPROVED PIPE
PIPE 3' B ' ON 3' ONTO
t 1 SOLID SOIL
ONTO SOLID - ' L.
C
SOIL � 1
PUMP OFF ELEV . 60.95FT. -4— OFF
D
3" APPROVED BEDDING UNDER TANK
CONCRETE PAD
SPECIFICATIONS
SEPTIC / DOSE:
TANK MANUFACTURER: wkeseK NUMBER DOSES PER DAY: S' M
'TANK SIZES: SEPTIC I0-00 GAL. DOSE VOLUME INCLUDING 77 fly GAL.
DOSE g GAL.
ALARM MANUFACTURER- 6E R+WM$LLS CAPACITIES: A = X.67 INCHES =
MODEL HUMBER: 'CAA K 1k
SWITCH TYPE: A13 P.LA� 8 = 2 INCHES = _IS GAL,
PUMP MANUFACTURER: _Zo C = 3, 5- INCHES = 77 VY GAL,
MODEL NUMBER: . IN D INCHES = ZT�, NjL.
SWITCH TYPE: C
REQUIRED DISCHARGE RATE ./A GPM PUMP & ALARM WIRING AS PER 5 W,y4,3a�;
VERTICAL DIF''ERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE ZS FEET
+ MINIMUM NEIVORK SUPPLY PRESSURE - . . - - - - . - • • - - I-EET
+ y T'E'ST FORCEHAIN X Z.59 FT/100 FT. FRICTION FACTOR FEET
TOTAL DYNAMIC HEAD = FEET
INTERNAL DIMENSIONS OF PUMP TANK: LENGTH � WIDTH �Cv� DIAMETER --�
LIQUID DEP TI
54 x
n� Vl l S PtHN tC L. Li Nw4AA 1 �E.• C� 8' ..
s
�+ Li HEAD CAPACITY CURVE
30 MODEL "9fr 4 5/8
e '
23 ® I
g 3
� 6 20 5/8
v 47
} is
o - 4 O
10 4 3/16
.TDN e
5
1 1/2-11 1/2 NPT
0
U.S. GALLONS 10 20 30 40 50 60 70 to
LrrERS O 60 160 240
FLOW PER MINUTE
MODEL 98 60 CYCLE
Feet Gollons Meters Liters
s 72 1.5 273
10 61 3.1 231
Ss 45 4.6 170 12
20 25 6-1 95
008977
4 3/16
SKIM
CONSULT FACTORY FOR SPECIAL APPLICATIONS
a Electrical akemators,for duplex systems,are available and • Variable level float switches are available for contro&V s
supplied with an alarm. and three phase systems.
a Mechanical alternators,for duplex systems,are available " Double piggyback variable level float switches are available
with or without alarm switches. for variable level long cycle controls.
SELECTION GUIDE
Standard all models-Weight 39 lbs.-'/z H.P. 1. integral goat operated 2 pole mechanical sal.no external- I al required.
fired.
2 Single pkWbadr variable level Soot switch or double pm tack variable level.
98 Serbs Control Selection float ANOWL.Reran to PM0477.
Model voiw-Ph Mode Amps Simplex DupkK 3.r Aadlaricel aNemabr 100072 or 10-0075.
Am -115 1 Aldo 9A 1 or 18 7 — 4.See FM0712,for owed modal of Electrical Alternator.
NQB 115 1 Non 9A 2 or 2&6 3 or4&5 S. 1040225 used as a control activator,specify duplex(3)or(4)
098 230 1 Auto 4.7 1 or 18 7 — 6. Four(4)hole.i-Pak.junction boor,for walmOgM connection or wked-
E98 230 1 Non 4.7 2 or 2&6 3 or 4&5 si npiex or duplex operation.10.0002.
7.Two(2)hole.6Pak,for watertight connection or splice.
CAUTION
For i(riorilhli0rl on addlimrel Zadlerproducts refer bad"on Piggyback Variable Laid Switches. All installation of controls,protection devices and wiring should be done by a qualified
FMN77;Bedri*A&MWW.F&IMMedranicdAh orAlor,Rp/95;SwrrplSewspBaetl>S,FM M-, licensed electrician.All electrical andsafety codes should he followed including the most
Sagla Ph—SiwompumpCanlmh.FM15WAImmSydems.FM0732. recent National Electric Code(NEC)and the Occupational Safety and Health Act(OSHA).
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
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