HomeMy WebLinkAbout026-1126-36-000 (2)
vr'°.° " PRIVATE SEWAGE SYSTEM " St. Croix
¢.afrp'anc '_uldmr iw,_ion
INSPECTION REPORT "rrn pll'iitn
GENERAL INFORMATION t i _Ar'H -0 P~RNIITJ 615301
81jnt pix. to N.:
r'MC-.d 'boral on VOL nloY,Ge liar be usrc for s,*rlav vu ,of c Ir'n v DC Lax > .L Ox i 1:(T1
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-
Andy Brinkman TOWN OF RICHMOND 026-1126-36-000
CSI !iLf t.e•: 1 I-s;. Hv Elev. HN ~esnrybon $ccaonr7owntkan3rrAlup Nc
ldD (`33 0=1 l.. 12.30.18.797
TANK INFORMATION ELEVATION DATA
TVr•C r:✓wUrnCTURFri GAPACITI STATION B5 III r8 E_Ev.
Sepac. Henerunark //2 /4'x.9
fraeinc>•' Alt BM
Aerator Bldg Sewer
Hmdlrxl 'WHI Inlet
5y- Z 3
HI Gullet
TANK SETBACK INFORMATION Su 9 . 97
TANK 'O PA ,L-1I HI IY.1 v'nn'I Ar ncrkr ROAD D1 Inlet
r. ~w-
Septlc r r ! 4z Di Boftorn
3a s7 - w B•14 91. ~3
Dosinc HF.adell Atar
8.5 93.53
Aeration Dist PgJe 4y, q
b•
C13 -13
-tnl;tinr. Hot SYStern rASj 9z .s"s w~
Flna crajv
PUMPISIPHON INFORMATION o Xj; 3-% 9Y•Z3
Man.Itaruner Demand St 146 '
GF'!.
Mode. Numbu
-UI I LIC racoon Less System i IC I 1
"orcema~r ~ Ien~tr, m:.•,oa, I
SOIL ABSORPTION SYSTEM
RFO•TRFNCH 8h' JP t , ennRi Nc i:" en:mes PIT DIMENSIONS Nc Of :'e; rrsibc _ is L¢: wd C,ph
DIMENSIONS y6 Z
SETBACK IY, 161'11(1 pfl HI rx1 'd•. 1 IAKFr:=.1R=AM LLACHING
INFORMATION 01 CHAMBLR ON M
Ir, -':pte:."r:e l-rraA.(~- 39 33 51 GNIt ~ ~ 4 5.,
DISTRIBUTION SYSTEM Z Z CIS
7e,Jeri Marrj ~ns[-mu:,on Hae Sve M~ ~:::~acinq r tc Ar I I.A
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SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
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Use other side for additional informal n f~
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~ I
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` !Parcel d
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AA Responcdnhta Statement- I• me underx d assume resp- omibdtw for imsbllan.o of the FON 1J show, oa the attached plant _I
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SBD-6398 f R. 11 A 1)
Svst.m PLO"1 T'LA\
PRO.II<V'l And. Br:nkmzvi ADDRESS 1406 166th ave Nev. Richmon6 Wi 5431:
SVV 1i4 MN 1;4S 12 ;T 30 VR 18 ~a •ruwN Richmorc COUNTS ST,CROIX
SYSTEM ELES'ATION 95.0~94.C 4' below drado 5,9+' 9 4
DA'I'S BEDROOM
CONVEV'I IONA I. XXX CONSENI'IOAAI. LIFT 11()LDIM; TANK
V40CSD S 1255 gabors LIE'1' TANK SIZE DOSE TINE SI7.L
"t;P'IlC 'LANK SIZE
11OLDING TANK SIZE LOAD RATE .7 ABSORPTIO\ ARE.;k 891 k of chambers ez:
BENCHMARK N.R.P. Top of ST Cover ,SSSEA4E. ELES ATION 1111j.41'
Filter Pohi~4,
❑BORIMOIT O S1'ELI. *11. R. P. Sari; as be.'lchmark
Scale = 1/411 = 10'
toperty Line
Venls
68' B
,S
B-4
6'
4 Bedrolmlllous
64
~fl•
B-5 15' s
t,
Fuik-d Svsicn-
\
Ave
_ Imo` I
to 166th ave
\ cnt
t Quich4 Standard
LeacitinR charrc>.r
of Cover itn200ft 2ofAtCa
4!I pipul~ stall be Ati1M SDR 10 ~.ithin
6f.''2%p-wr of end caps
Ill' of tank pipim, sh-lil be AS I'M PNQ1: 1 ,
4, Lose
Grade at Svstetn Elc\ ation
4..
174' Plopca'q Lane
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 5/9/19
Owner:Andy Brinkman
Location: SW1/4 NW1/4 S12 T30N,R18W 1406 166th Ave Richmond
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cr s Section
4-6. Maintance 1 Contigency Plan
I
Signature 1
License number #226900
Systettl PLOT PLAN
PROJECT Andv Brinkman ADDRESS 1406 166th ave New Richmond Wi 54017
SW 1/4 NW 1/4S 12 /T 30 N/R 18 W'rOWN Richmond CouNTY ST. CROIX
i
SYSTEM ELEVATION 95.0/94.0 4' below grade 9 4
DATE BEDROOM CONVEN'rIONAL XXX CONVENTIONAL I,I1- '1 IIOI.IIING rANK
1255 gallons LIFT TANK SIZE DOSE TANK SIZE,
- Muu!Nn sh;rru TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 # of chambers 44 Ali
BENC'ID4.4RK V.R.l'. Top 01 ST cover ASSUME EL NATION 100.93' Filter Polvlok 575
BOREHOLE O 1VI'.I•I. • 11. R. P. same as benchmark
Scale = 1/4" = 10'
Property Line.
(Zr
Vents D
68' CRFL B-2
28'
B-4
36'
4 Bedroonl llous-
64'
tl'
~0,
B.M.
52
B-i B-1 15' S 51 Wel l
'
93 1
'0'
Failed System
Vah-o
to 166th ave
137' Vent
>6" Quick4 Standard
of Cover Lcachin- Chamber
with 20.0 t12 of Arca
All piping shall be AS'I'N4 SDR 30/34, within i.(,ft^~/ l lie of end ca n
10' of lank, piping shall be ASTM F891 1 2•• - I-t 1
4' Long
Grade at System Elevation
-4"
174' Property Line
Cross Section of Infiltrator Quick 4 Leaching Chamber
Typical cross section for 2 of 2 cells
Quick 4 Standard Leaching Chamber
with 20.0 ft2 of Area per Chamber
5.6ft^2 pair of end plates To be >1' above grade
/ Finish grade elevation
Typical Installation i 99.0'
Vcnt Grade Vent
3 ~~30134 Septic Tank 3
Long I Long t
Grade at System Elevation
36" Grade at System Elevation
Spacing 5'
2-3' X 90' Cells
Same on other end Observation tubeNent
At end of cell
A
B
22 chambers per cell
System elevations:
A-95.0'
B-94.0'
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of (FILE INFORMATION SYSTEM SPECIFICATIONS
Owner r1 ]
~1-:t_.i`(=-~~,l,~cl✓ Sept.c7ankCapadty`-,217 _ dal L7 NA
{ Permit
Septic Tank Manufacturer L(J 0 NA
DESIGN PARAMETERS Effluent Filter Manufacturer 0 NA
Number of Bedrooms p NA dfluent =iltgr Mode- 5
❑ NA
Number of Public Facility Units ~yVA Pump Tank Capacity ❑ NA
Estimated flow(average) - -.--flat
00 ay day Pump Tank Manufacturer NA
Design flow (peak), (Estimated x 1 5) - - -
- - - _ - aVda Pump Manufacturer NA
Soil Application Kate al/da Ift1 Pump Model
A
Standard Influent/Effluent Quality - tMonthly average" Pretreabnett Unit
A
Fats, Oil & Grease (FOG; 1530 mg/L U Sand/Gravel Filter 0 Peat Filter
Y_. INA
Biochemical Oxygen Demand (BOD5) <220 mg 0
L NA. J Mechanical Aeration 0 Welland
Total Suspended Solids (TSS) I 50 mg/1. Disinfection 0 Other. t
Pfelreated Effluent Quality Monthly average Dispersal Cell(s) Biochemical Oxygen Demand (BOD5) s30 mglL 0 In-Ground (gravity) U In-Ground (pressurized)
Total Suspended Solids (TSS) ! <30 mg/L 2[NA L At-Grade 0 Mound
Fecal Colifonn (geometric mean) -10' cful1 00ml ❑ Drip-Line ❑ Other II
iMaximum Effluent Particle Size OtFe- -
- m dia. n NA 0 A
Other - ~ rcO JA
A
*Values typical for domestic wastewater and septic lank eftluen_ ther - - MAINTENANCE SCHEDULE
Service Event Service Frequency
(Inspect condition of tank(s) At leas: once every: 0 monk (s) (Maximum 3 years) ❑ VA
- - earl
!Pump out contents of tank(s) When combined sludge and scum equals one-third (ys) of tank volume 0 NA
inspect dispersal cell(s) At least once
every: ' 0 month(s)
year(s) (Maximum 3 years) p NA
Clean effluent filter 0 months -
Al least once every. / ( )
Ll NA
inspect pump, pump controls 8 alanr. At feast once ovary: 0 month(s) -
❑ year(s) NA
I=lush laterals and pressure test At least once every: 0 mont(s) NA
)thee - year(s)
At least once every: 0 month (s)
- - - ❑ years) (s4
NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be mace by an individual carrying one of the following licenses or certifications: . ,ter
Plumber; Master Plumber Restricted Sewer; POWTS inspector: POW7S Maintainer, Septage Servicing Operator. Tank its
include a visual inspection of the tank(s) to Identity any missing or broker hardware, Identity any cracks or leaks, measure the volumeJof
:ombined sludge and scum and to check for any back up or pending of effluent on the ground surface. The dispersal cell(s) shall be
visaally inspected to check the effluent levels in the observation oipes and to cheek for any pending of effluent on the ground surface.
The pending of effluent on the ground surface may indicate a failing conditiun and requires the immediate notificatioc of the local
I-egulaiory authority.
When the combined accumulation of sludge and scum in any tank equals one-third or more of the tank volume, the entire contents of
he tank shall be removed by a Septage Servicing Operator and disposed of ;n accordance with chapter NR 113, Wisconsin
Administrative Code.
411 other services, incuding but not limited to the servicing of effluent filters, mechanical oi pressurized components. pretreatment unfts,
and any servicing at intervals of •:12 months, shat' be performed by a certified POV/r5 Maintainer.
A service report shall be provided to the local regulatory authoril othee 10 days of completion of any service event.
Page _ of
START UP AND OPERATION other chemicals that
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of Painting products or
may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the
tank(s) removed by a septage servicing 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 highwater levels. When power is restored the excess wastewater will be
discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in thebackup or surface to
To avoid this situation have the contents of the pump tank removed by a Seplage Servicing Operator prior the
effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal laves
within the pump tank.
Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within
15 feet down slope of any mound or at-grade soil absorption area.
Reduction or elimination at the following from the wastewater stream may improve the performance and prolong the life of the POWT$:
antibiotics: baby wipes: cigarette buts: condoms; cotton swabs: degressers; dental floss; diapers: disinfectants; tat; foundation drain
(SUMP pump) water; fruit and vegetable peelings; gasoline; greare: herbicides; meat scraps; medications; oil: painting products;
Pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
! When the POWTS tails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly
and safety abandoned 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 shall be removed and property disposed of by a $eptage 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 solid material.
CONTINGENCY PLAN
If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code compliant
replacement system:
❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system.
The replacement area should be protected from disturbance and compaction and should not be infringed upon by required
setbacks from existing and proposed structure, lot lines and wells. Failure to proted the replacement area will result in the need
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in
effect at that time.
A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a
holding tank may be installed as a last resort to replace the failed POWTS. I,
❑ The site has not baw evaluated to identify a suitable replacement area. Upon failure of the POWTS a sal and site evalua8on
must be Performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installedi as
a last resort to replace the failed POWTS.
❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infikn nine
surface. Reconstructions of such systems must comply with the rules in effect al that time.
<<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDIOR INSUFFICIENT 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 DIFFICULT OR IMPOSSIBLE
ADDITIONAL COMMENTS -
POWTS INSTALLER POWTS MAINTAINER
Name Name
Phone -t j 1 ~r Phone
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name 1 ~3N _ -Name .~7 1/
Z-0
Phone /T- l Phone
cr
This doamentwea drafted in compliance with chapter SPS 383.22(2)(b)(1)(d)&(f) and 3s3.*I), (2) & (3), Wisocesm ineWwo code.
ST. CROIX COUNTY ZONING OFFICE
CERTIFICATION STATEMENT
FOR UTILIZATION OF AN EXISTTNG SEPTIC TANK
is to certify that have it;spect.(2d the septic t.ar:k prese:-.t
serving the
S _ N~ ~r` ' ' ~ ti~~ • _ _ residence located
LAJ
tior,
Upon inspection, 1 certify that T h ve r ,
the tank and baffles to be in good condition, and it appears r-..;aH
`'motioning properly.
:,asL time serviced: 4c I ~ 2,~~ -
P b:~ck occur from absorption systtem:'
_ Yes f - r'r.' r,o, skip next 'one)
r-rximate llvolume or length of time: gallons
Construction: Prefab Concrete
Steel other _
rrifactcrer : ;If known) : w•~wirc
..•:3e of Tank known)
/
i gn
Sa t. -e -
(Name) Please prin
('t'itle) - - (License Number)
p:a r g -
orm to be co:apleted by licensed plumber (s.':4b.06, sc n
Statutes) or Licensed Disposer (NR 113 44isconsir. AdministraLive
Cc, 3e)
Plmber (applyirq for sanitary permit) Certification:
accepting the above etateaent regarding existinc sept._c ts:}:
condition, I c'>rtify that the tank to e best of my knowledge wi.;
conform to the requ•r.rients of ILHR A dm. Code (except for
i:apection opening r outlet baff
r
- -Sign at _ MP/hlp,
i
I
it
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
OwnerBuyer ~"fr40f1cW Zt NtoM Is1
Mailing Address 7c2
Property Address ~ 40 k4 (-Tt AIC /A, ~ J 7)
(Verification required from Planning Department for new construction)
City/State 4 WMn carp Parcel Identification Number Otto - l I Ltio - a7 (a -O 0 'J
t:rr
LEGAL DESCRIPTION O
Property Location5\AJ K, AW/, Sec. 6Z T' N-R ~S W, Town of /e` (-4.4 44-0 ".d
Subdivision W t,-retb 4~y-0 t-*£ Lot # 3 b.
Certified Survey Map # Volume Page #
Warranty Deed # -7 '5O 8,9 L- Volume 2~7-1A3 . Page # 7' l 5
Spec house ❑ yes)<no Lot lines identifiable es ❑ no
SYSTEM MAINTENANCE
Improper use and maintenanceof your septic system could result in its premature failure to handle wastes. Proper maintenance
consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system
can affect the function of the septic tank as a treatment stage in the waste disposal system.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner andby a
masterPlumber, journeymanplNmber, restricted plumber or a licensed pumper verifying that (1) the on-site waslewaterdisposal system
is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic. tank is less than 1/3 full of sludge.
Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards
set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wiscoasin. Certification
stating At your septic system bas been maintained must be compl ted and returned to the St. Croix County ~Zoning ffice within 30
days the three year xpiration te. y S~ z1r-/ G ATURE OF APPLICANT DATE
OWNER CERTIFICATION
1 (we) certify that all statements on this form are we to the best of my (our) knowledge. I (we) am (are) the wner(s) of
the perry describebove, by rtue a warranty deed recorded in Register of Deeds Office. J
SIGNATURE OF APPLICANT DATE r `
•0t04• Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department.*'****
Include with this application: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
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OWNER
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Wrecrosm Department of Commerce PRIVATE SEWAGE SYSTEM County St. Croix
i Safety and Building OFlr4on
INSPECTION REPORT Sanlary Permit NO I
479391 ,
GENERAL INFORMATION (ATTACI I TO PERMIT) State Plan ID No.
pereonal nlornation you pmvido may be used for socondarypurposes (Privaty Law, &.15.04 (11(m)I.
Pair Holder's Name City Viltge X Township Parcel Tex No:
Brinkman, Andrew Richmond, Town of 026-1126-36-000
CST RM E1ov Inge BM Elev BM Description: Secbon/fowrwRan0afMep No.
1 C:5 ~ 12.30.18.797
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
(,JI'esu~ IZSU 11 4.73
Alt. BM k" W 3.10 160.93
Aeration Bldg. Sewer ~b r I (o 3
Holding '§VHt inlet
s 7
TANK SETBACK INFORMATION lug outlet 93 - q
0 •~L
Vent to Alf Intake ROAD IA Inlet
1
y 42' i _ Of Bottom
4
LAeration P/L WELL E36
Header/Ma
n. JJ' ,IC 93 Li
- Dist. Pipe J),45 93 . z~
Bol. System 12.12- 42.31 ole
PUMP/SIPHON INFORMATION Final Grade $ • q -I(, Manufacturer 1Demand St Cover
3•g' /00 .93
- GPM
Model Number ;
S; . 10 ley-
TDH Lift Friction Loss System Head-- TDH ' Ft
Forcemain ngth Dia.-- ' Dist- to Wdl
SOIL ABSORPTION SYSTEM
BEorrRENCH Wxtlh I Lengh No- Of Trenches PIT DIMENSIONS Nn 01 MIS Inside Dia. Lquld Depth
DNAENBK)NS 3 1 9b z ~ re~A
,
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING MarxI UW ~ F!d ~J
INFORMATION 47-j CHAMBER OR
Type aCult) 7
Cw~+'D Z4 5 System ~3. S T' UNIT Model `~-a
DISTRIBUTION SYSTEM w 9 1,- rir *a-Q,
HeadarManibkl Dlsiribullon x Hole im x Hale Spacing VsZ1o ar Ntek~!
r Pipe(s)
Lenglh~_ Dia I engln~ Dia \ Spacing \ \ e S
$OIL COVER x Pressure Systems Only u Mound Or At-Grade Systems Only
1 Dope, Ovur , Depth Over xx DepM of xx SeededrSOddae xx Mulched
BedrTrench ConWc 6Z Bed/rrench Edges \11" Tnrsnll I Vca ir: No es vino
COMMENTS: (include code discrepancies, persons present. etc.) Inspection #1:! Inspection p2:_
Location: 1406 188th Avenue New Richmond WI 54017 (SW 114 NW 1/4 12 T30N R18W) Water's Edge Lot 36 Parcel No: 12.30.18.797
1.) Alt BM Description
2.) Bldg sewer length = 3 V
. amount of cover = 7/
Plan revision Required? lei Yes "Nlk T 1p ,34{
Use other side for additional information. 116 131 05 - - -
Data inwpdnrs Si aWre Can. NO.
$BD$710 (R.3E7)
Wieooneinroepartnant of Industry, SOIL AND SITE E V A L U T Page 1 of 3
Labor and Human Relations
90%6iun of Safety a Buildings in accord with ILHR +#S' Atm. Co T Attach complete she plan on paper not less than 8112 x 11 inches in Ian n1~StCE clude, ix
not limited to vertical and horizontal reference point (BM), direction a of slope, sc~lalor2dimensioned, north arrow, and location and distance to neatest road . rAPPLICANT
INFORMATION-PLEASE PRINT ALL INFORMA s~ c or Cf`
DATE
ou Oc_ 09
PROPERTY OWNER: LOCATI
Derrick Const., Inc. M ?N (jp) f/d.S 12 3 _ N.R 18 (a)W
PROPERTY OWNERS MAILING ADDRESS LOT Cf(i SUBD. NAME OR CSM I t
1505 Hwy #65
CITY, STATE ZIPCODE PFgNE NUMBER ❑C'TY E.lV1LLAGE [(OWN NEARESTR AD
New Richmond, WI. 54017 (711 246-2i?n hand 140th St.
1A New Construction Use k 1 Residential / Number of bedrooms _ 4 1 1 Addition to existing building
11 Replacement 1 1 Pudic or commercial describe-_
Code derived daily flow 600 gpd Recommended design loading rate -.7-bed, gp W_ .0 _trench, gpdt t2
Absorption area required 858 bed, n2. 750 ,trends, n2 Maximum design loading rale .7 bed, gpdm2_Q-trench, gpollt2
Recommended infiltration surface elevation(s) ✓ 95.80 ft (as relened to site plan pen~mark) n
Additional design /site considerations trenches spaced to cc e✓q,QQ' below ararad> w t 0.0'.
Parent material _ _ stream terrace Flood plain elevation, if applicable na ft
S = Suitable for system CONVENT101'm - MOUN WGROUNI)PRESSURE AT GRADE SYSTEM M Fit L HOLDING TANK
U = Unsuitable fors stem M ❑ U IDS ❑ U L#S ❑ U ~6 ❑ U ®S ❑ U ❑ S ® U
SOIL DESCRIPTION REPORT GAIL /&JZ
Boring 8 Horizon Depth Dominant Color mottles Texture Structure Consistence Bousliaiy Roots . GPDlfI
in. Munsell Qu. Sz. Cant. Color Or. Sz. Sh. Bed Tronch 1
1 0-6 10 r 2/2 none 1 2msbk 1 mfr 6sS
- -
2 6-21 7.5 r 4/6 none si--cl 2msbk mfr. lm .4.'5
Ground 3 21-36 7.5yr 4/6 _ none 1_ 2csbk mfr aw if .5 -~6- 'S
elev.
99.8 ft. 4 36-58 l0yr 5/4__ _ none cos Os ml
- -
FDeptiHn to 5 58-88 1 r 4/4 none, osa tayfr 7'
hdDlOf / .
+BB,
Remarks: _
Boring N
1 0-10 l r 2/2 none 1 2)ps
2 2 10-23 7.5 r 4/6 none icl 2=_ mfr aw --Im- .4 .5
S1 ?csbk 'S
Grout 3 23-30 7.5 r 4/6 none___ .5-.
98'9ft 4 30- -5/4-_ ..none. _
Depth to 80- - OyS 9/_4 . nr)na
f~'~~at~ory•r 6 6 88 7.5 r-4/ one.s~c sa
881, 31 •4i3 t 1% t
Remarks:
CST Name:.-Please Print Gary L. Steel Phone: 715 246-6200
Address: 1554 200th. Av N w Richmond I 54017
Signature: - Date, 6-16-2000 CST Number: m02298
PROPERTYOWNER Derrick Const., Inc. SOIL DESCRIPTION REPORT Page of 3
PARCELI.D.1 Pending
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence BwXkry Roots GPD/ft
in. Munsell Op. Sz. Cont COW Gr.Sz.Sh. Bed Tiendi
3 10-8 l r n4 r -9 .6
S
2 8-36 7.5yr 6 none _ s1 2csbk mvfr crw .5 .6
Ground 3 36-48 7.5 r 4/4 none Cos 060 .7 mL-_
elev. i .
93.1 ft. 4 48-80 10 r 5/15 none-_
Depth to 5 80-96 5yr 4 none cos 7 .8.
limiting _ o t
t r
+96"
~6 yr
Remarks:
Boring #
1 0-9 10 r 2/2 none 1 2msbk ' mfr 2m._ .5, .6
4,A 2 9-24 10yr 4/4 none sl 2msbk mfr lm .5 .6
Ground 3 24-64 7.5yr A none 1S o6cl mvfr na_ na .7.8 1
el+
90.6 4. - -
Depth to
- -
Wiling
factor - -
+841,
Remarks:
Boring # 1 0-8 10yr3/3 none 1 2msbk mfr gw 2f .5 .6
5 2 8-25 10yr4/4 none sicl 2msbk mfr gw 11f .4 I.5
3 25-80 7.5yr4/4 none ms Osg mvfr gw na .7 .8
Ground - - -
elev. 4 80-90 5yr4/6 none ms Osg m1 na na .7 8
91.4 ft. - -
- -
Depth to
limitng
factor
90"
Remarks:
Boring
Grmnd - S l,4 l
elev.
Depth to
limiting p
!actor ~ - _
Remarks:
S6D-9330(R.05sz)
STEEL'S SOIL SERVICE
Gary L. Steel Derrick construction, Inc. 1554 200th Ave.
CSTM2298 SWaNW4 S12-T30N-R18W New Richmond, WI 54017
MPRSW-3254 town of Richmond (715) 246-6200
lot #36-Brushy Mound Lake
This soil evaluation was conducted to satisfy a zoning requirement, it nay or MY
not be suitable for your use. 'The location of the test may or may not be as shorn
t)e permanent lot lines were not established at the time the test was conducted.
N
d%D= top of 1" pvc pipe C el. 100.00'
topof 1" pvc pipe 6 el. 97.60'
. LC
7
Pia 9)
Gary L. Steel
6-16-2000