HomeMy WebLinkAbout020-1067-00-000
Wisconsin Depanmortof Commerce PRIVATE SEWAGE SYSTEM Cc..rey. St. Croix
Safely and 3uildine Division
INSPECTION REPORT Santay Perron Nc
GENERAL INFORMATION (ATTACH TO PERT Sta:e Plar ID Nc 606953
°C30naI in'onnalion y_ arcrde may to used 10r SCCendaly p b rposn9 IPn',•acy I am S 15 C1 it',inril
Fenn I Holders Name City !pillage 1cv,°snlo Pavzl Tax No
/Van Klein TOWN OF HUDSON 020-1067-00-000
CSI BY Lied Ins:; i!t,~ f ev BM Ccscuni Di,
Scrron~lornlRange~Alap Nc.
24.29.19.2578
TANK INFORMATION ELEVATION DATA
TVPE MANlduACIi CAPACITY STATION BS HI FS FLFV
Septic C _ Benchmark
DcSmg / . Alt '(d
Ae•ator Bldg Sevier y, - -
Holding SL•Ht~r1I21 _ - TANK SETBACK INFORMATION S'JHt Outlet L` 0 j .
IANK 10 PoI 4^F_LL BLDG EIA ROAD Dt Irlet
Sel Dt Bottom Dosing Ileader;Pi
Aeration / Dist. Pipe
Hoeing - - Bot System
PUMPISIPHON INFORMATION FralGrade FBanL`aclurer Demand St Cover
1•ti-.
I- GPM
Mcdel Number
TDH Lit FTldipn 55 System Heac 'DH Ft -
Lor,:en•ar) Le-)9t£r Dia. ic'vVcll - -
SOIL ABSORPTION SYSTEM { •s'_
BED!TRENCH :'vidCr / _enclrr f VC Or PIT DIMENSIONS Ne dll P f n5~ce pie Liquid CeFih,
DIMENSIONS / - 1 _
SETBACK SYSTEM TO i1iL BLDG ELL LAK 'STREAIv1 FLEA NO rvlan~WCU.•er-,_--
INFORMATION _ CHAMBER OR 10-I rk r
v:c Of Sys:er Mcdc
. ! r UNIT
yr~ N.n Ucr.
_r
DISTRIBUTION SYSTEM
f lcaceaMan IOW E) slridclan x' 1o'c S x note Sua vent lour Inla.a
~ PIFe'si
scgryr I~ D a - ~ Lergth _ Ti C,- pacin? ~ V
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Deolh O- - r Depth rJ:el xx De pl- :N xx Se med ISDddec xx Milc1'ed -
BenrTren. Cen!e• i BuGrcnd Edges 7apsCl - Yes _-.j No Vcs No
COMMENTS: :n:lnde coCe discrependes. persons p,dsert c;e ; Inspection #1 InsceH or V2
Location: gar HADI. ANDS RD
X -
I ) Alt DM Description = o'
2) Bldg sewer length
- amcurt of cover
Plan revisicn Required? j Yes j No I _ r
use other side `o• addcona' mformaticn.
Dale :nseprrorsSanaW Ccrt w,,
S3O~e IiR I''7l .--r
_ AtV,a-c18 -3
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.`>afely and Buildings Division rJ t
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(06(a (i ~aL i e- I slAU Nwubc
illlll skim ermit Application
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i regmrcd pn ru. '+em.va a.r na a[an V x p hr t.tw m t+u. ct.,m:d FUW-I<a,,uamm` F: Address d d:tlaal: man roaliinp, a4ircSW .
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aurpcxs m a,o.>rga•we w I t14tc 'nvmv l A s 15 I : i ut _ - $37
,41 1. ADVllcauuo lnformahoo- Plexce Prmt_4I1 In r o_n_
(p Ga0- /r16? - oe - v~o
i i'mlvt'y C ttrl blmlm^ dss rl
Govt ).,I
f'ny, Sta:c 1 ZiL.CJ^ 'hot>r Nt~txr
Il. ypc of Building (rhecl all that apply) T
mi ly O r'.;u_ f I m .n of A< rYn; SuhaiiSlor. N me
4 .loci, n
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❑ 61'V Ot _
J.lte¢(T.aai-D rnx"SC SM NW Ih -_--~~I\"Ila>.c of
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UL'1'vpt of Pcrmu: (Check Daly uoe hax o lint A. Complete line R if applicable)mL- X~~
A. hrtt As:. _ -rates 9s•:[ -n _
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iatnn tuba List Pmvtnns E'aran Vwmba and Dare:ctu.l
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om mwnL Uct ice: tChttA all tAtcsoa
i-icidin a.1 : tzh I I I c : I n:., I t pl: ml 14rr eneV Luis : Xpl:unl
~ Di>Vers1 Treat cot %rea fnformatrnu 1 J ~ Lldd/ ~-ru
DSit Ft ul•p:1,1'.rst9 t.,il. JYh au ,~.I.Ipds. :.n~rasl un cq.tc:d s£ Us?ertal .4:7P .-1.v.d,sf)
Sp rem cvauP .
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V1. Tank Into !':~.,em'm ~ Tura ~ put Marminuu:rxk
r>atl::ns xl ons ~hnttt - J ~ '
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VU. Respou>11,11 y State -al- L, ter eodersi,^ne vt t ropons_i1,0ity tar Io>u111364n of me T'nR IS shown ou rot tatar!llr l plans
F'hlmbcc'S amt Y'Intl F': ~`I .IVr MI'rYyR N.mhc utlsatcsS Phone Vmn
Elua`xr"^alaress. SVccC ct. Slaw, ?,1 W - -
VILL Couotv.De artmcnt tae Only
ttrprateJ I.asaptt t m l •'a I ~a:e un7 I SIpl:cmr
Th. CUn(t1tID11!'Or4p¢Ir1T'3L'tCCa5U11c ftVf DI dV lrra431 _ _
1. Septic lark, cilLi,m A w vm
okper-'s I cell must dii be *-ir_k:5 t ^'t fitz:_ Pa{
as per ;harsyemen• plcn pro tiae•1 Lv Vlunbe:.
2. AA taef V* WU"-Pn s filnu(W a%* ir.t
M Per P'kml CA)6! J zamli 6l.
auacA m : nmpkm plain for me gvfol au4>vumh m rue Comp ovlt ov rypn vn: Ir¢s roan A t: > 1 r tw Aa .v tw -
SBD-6398(R III!I
I
Systern PLOT PLAN
PROTECT Alan Klien ADDRESS 837 Badlands Road Hudson Ih'i 54016
MV I14 NF. 1..4S 18 lT 29 N'R 19 R' TOwA Hudson COUNT 'I ST. CROIX
SYSTEM ELEN ATTO\ 92.5'92.3192.1 5.5' below; grade 10'20118 4
DATE BEDROOM CONVENTIONAL CONV1:NTIONal. LIFT HOLDING TANK
MOUND SEPTIC LANK SIZE 1000.+280 1.11"1 TANK SIZE. DOSE TANK SIZE
'
t101.U1NG TAN[: SIZE LOAD RAT', ABSORPTION AREA 915 $ of chambers 45
BENCHMARK V.R.P. Top of ST Manhole ASSUME LI:EV.1TION 100" Filter Lifetime Filter
❑ BORIAlO1.E 0 WELL t[I.R.P. same as becchmark
:Scale = 1/4'"' = 10
S' PrOpcrty Line
Radiands Road
t'
F.xistine 4
B dnoom l lous,
Vidw 10' 10,
10'
Old Drair`.wjd siz, ,mknov,n q5 Sio?e
Quick4 StandardLeachinu Chaunbe:
with 20.0 ft2 of Arca
(ift''2pairo end caps B-1
jLon,-, t
Grade at System Elevation '0' Vents
X 02' cells with >3' spacing
AI] hi_lirrc shall b- AS '1:'`4 SDR ?U% 4, cithic System is to be Installed along contours!
1W of t mk-. pipin; shall be AS FNI P8'11 soil test contours are not accurate
-10' 20.
B_;
1{ 11' Pmpertc Line
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 10/20/18
Owner:Alan Klien
Location: NW1/4 NE1/4 S 18 T29N.R19W 837 Badlands Road Hudson
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Leaching Chamber Cross Section
4. 6. Maintance and Co igency Plan
- 7. Filter Cross Section
8. Existing Septic t n:1 form
Signature
License numb 226900
System PLOT PLAN
PRO.1Ii(, 1' Alan Klion %Dn RESS 837 Badlands Road Hudson Wi 54016
NW 1/4 NE l;as 18 /'1' 29 NIR 19 w TOWN Hudson Cot NTT ST. CROIX
SYSTEM ELEVATION 92.5192.3'92.1 5.5' below ctrade 10120118 11A'I E: 4
BEDROOM
'
CONVENTION:%I. XXX CONNI-XI IONA]. LIFT HOLDING TANK
1000:280 LIE1' TANK SIZI: DOSE TANK SIZE,
VIOCND SI•:1''I'1(' TANK SIZE
HOLDING 'T'ANK SIZE. LOAD RATE .7 ABSORPTION AREA 916 it of chambers 45
BENCHMARK V.R.P. Top of ST Manhole ASSt!ME EI,E%A•I'ION 100• Filler Lifetime Filter
❑ KORE110111: 0 WELL +❑,12,p, Same aS benchmark
Scale = 1/4" = 10'
Badlands Road 338' Properly Line
WC 11
80'
B.M.*
F.sistiny I
Bedroom I louse
J 'T
Vatic 10' -)0-
ST ~13-2
10'
i
Old Drainficld Sire unknown 4(~i Slope
Vent
>6,• Quick4 Standard 60'
of Cover I .eaching Chamber
wish 20.0 fl2 of Area
5.6f't^2/pair of end caps B-1 2.
4' Lon_' 12-
Grade at S4:Slern Elevation 0" Vents
34"
3-3' X 62' cells with >3' Spacin°
All piping shall be ASTM SDK 30/34, within System is to be installed along contours!
10' of tank, piping shall be AS'lA4 1891 soil test contours arc 1101 accurate
40' -)0-
B-3
401' Property Line
Cross Section of Quick 4 Standard Leaching Chamber
Typical cross section for 2 of 3 cells
(wick 4 Standard
Leachimr Chamber with
20.0 112 of Area per
Chamber 5.6I't^2 pair of cnd plates To be >1' above grade
Finish grade elevation
Typical Installation 98.0°
Vent
S4 Gracie ~
30/34 Septic Tank 4
S 1
-1' Lono
Grade at System Elevation
Grade at System Llevation~"
Spacing 5'
3-3' X 90' Cells
Observation tube/Vent
Same on other end To be located on end of Cells
\ A
B
System elevations: C
A 92.5'
B 92.3'
C 92.1'
15 chambers per cell
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page-, cr_
zILE INFORMATION SYSTEM SPECIFICATIONS
f Owner
] Septic ;ank Capacity Z5Z ?oal_ 1-1 NA
II Septic Tank Manufacturer
)ESIGN PARAMETERS Effluent Fitter Manufacturer r JCt]` D NA
Number of Bedrooms 7CVda Lltluent °iltei Model D NA
Number of Public Facility Units Pump Tank Capacity NA
al Estimated flow (average) Pum T
P ank Manufacturer NA
Design flow (peak), (Estimated x 1.5)Pump Manufacturer NA
Soil Application Rate oump Model NA
Standard InfluenUEffluent Quality Monthly average' Pretreatment Unit NA
Fats, Oil & Grease (FOG' s3C mg;L C SanolGravel Fitter C Peat Filter
Biochemical Oxygen Demand (BOD,) 420 mg;l ❑ NA D Mechanical Aeration D Wetland
Total Suspended Solids (TSS) _<1, 50 mg L U Dis nfecmon D Other
Pretreated Effluent Quality Monthly average Dispersal l Cell(s) p NA
Biochemical Oxygen Demand (BOD,) X30 mgA. -Ground (gravity) U In-Ground (pressurized)
Tots: Suspended Solids (TSS) s30 mgfL -Z-9~pL4 2 At-Grade G Mound
Fecal Coliform (geometric mean) X510° cfu/100 ni i Drip-Line ❑ Other.
-
Maximum Effluent Particle Size X. in div. n NA Others NA
U NA
'Values typical for domestic wastewater and septic tank erfluen_ M' er is NA
AINTENANCE SCHEDULE
Service Event
Service Frequency
!Inspect condition of tark(s) At leas: once every: D month(s) (Maximum 3 years) D NA
Dump out contents of tank(s) When combined sludge and scum equals one-tnrd of tann volume ❑ NA
-!inspect dispersal cell(s) At lead once eve.: D month(s)
- year(s) (Maximum 3 years) U NA
'lean effluent filer At least once every: / oath s) O NA
- - - ear,s)
aspect pump, pump controls & alarm - At least once every' - D month(s) - - VA 13 ----ll _ year(s)
C A
I%sh laterals and pressure test At least once every' C month(s) 1.1 NA
- D year(s)
At east once every . D month(s)
11 NA
D year (s)
NA
MAINTENANCE INSTRUCTIONS
!Inspections of tanks and dispersal cells sha:, be made by an individual carrying one of the following licenses or certifications. Master
]Plumber, Master Plumber Restricted Sewer POVVI S Inspector: POWTS Maintainer, Septage Servicing Operator. Tank inspections mast
include a visual ;nspection of the tank(s) :o Identify any missing or broken hardware, identity any cracks or leaks, measure the volume of
;ombined sludge and scum and to check for any bade up or pending of effluent on trie ground surface. The dispersal cell(s) shall be
visually inspected to check the effluent levels in the observation pipes and to cneck for any pending of effluent on the ground surface.
The pending of effluent on the ground surface may incicate a failing oonditton and requires the immediate notification of the local
-egulatery authority.
When the combined accumulation at sludge and scum in any tank equals one third or more of the tank volume, the entire contents of
he tactic shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113. Wisconsin
Administrative Code.
ICI other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units,
land any servicing at intervals of <12 months, shall be performed by a certified POWTS Maintainer.
A service report shall be provided to the local regulatory autnobty within 10 days of completion of any service event.
Pape -of
START UP AND OPERATION ttmt t
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of paler crepe products of of the oilmen chemicals contents of *t
of
may impede the treatment process andfor damage the dispersal cell(s). If high concentrations the
tank(s) removed by a septage servicing operator prior to use.
System start up shall not occur when sod 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 calls) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent.
To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the
effluent pump or contact a Plumber or POWTS Maintalner to assist in manually operating the pump controls to restore normal levels
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 of the following from the wastewater stream may improve the performance and prolong the life of the POWTS'
antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss, drapers; disinfectants: fat foundation drain
(sump pump) water, fruit and vegetable peelings; gasoline; grease; herbiades; meat scraps; medications; oil; painting products;
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails andfor is permanently taken out of service the following steps shall be taken to insure that the system is propeily
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 Septage 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 fails 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 sod absorption system.
The replacement area should be protected from disturbance and compaction and should not be infringed upon by requloed
setbacks from existing and proposed structure, lot lines and wells. Failure to protect 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
1 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.
❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation
must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed 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 infiltrative
surface. Reconstructions of such systems must comply with the rules in effect at that time.
<<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR 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
Phone Phone
SEPTAGE SERVICING OPERATOR PU PER LOCAL REGULATORY AUTHOR
_N rk~_: ~i ^ L~✓ Name !
Phone Phone r = -
This document was drafted in Cortpliance with chapter SPS 383.22(2)(b)(')(d)8(f) and 38354(1), (2) 6 (3), Wlsco so Administratrve Code.
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S7'• CROIX (O[)N'1'y ZONING OT'NICP
"'OR UTI CF.R7'7F1"A'C1ON STATF,M INT
LIZATION OF AN EXISTING s[YT1C 'TANK
ccriify thar .
;a'ivlrty the/ f have inspected the septic tank p
reside
J nce iocateci .
- J Secti-on
the tank ' Upon inspection ~f
and baffles to bP 1 certify that I
[':rnctionin in good co have Lo:uxt
9 properly. nditinn, and it appears to bF
."I-St tine 'el-vice _ /
r~.ow back ooct[r 1-r -
Yes; m absorption
- Pic', (l- f 1
no, Skip rter,t. line),
~ Iliac volume or length of time..
gallons n:i,
CcrrrstrUCtton: Prefab cuncxete ✓
4atulf.acturerr 'teel - Other
(If known):lh fi ti<</
,e of (Ir known)
: ~'~7<~rcr
hat J
(NaMe
_ ) P.lease
print
_
(License ;aumoe~
to he crnnPle°ted by code licensed
r}.
Statutes) or Licensed Uis
1 umner
poser (NR 113 wl6consinJArhnin 5irsi1.iwa
~'1'~nber (apPlYin
q for sanitary permit) Cert_f1cation:
accepting the above statement regarding
cund:ition, I certify that the tank to the
cunlc~rtq to existiny sept. is tank
the requirements oY ]'LHR 83 e"t Of my knowledge viii
I it>Pert ion openinger out.]et baffle)
Adm. Code (except r.'or
Signatu - /
-------_NP/mPRSL,~'b
5'r_ ('RO1X COl TN U ,
SEPTIC 'TANK IVI AtVr'1'CN AN'CH ttGK E;L1tI]:NT
AND
OSA%NF.RSIIMY C}'.RT1hlCA'fLC~N FORM
r
Oyy.~,er'I3uyer 4 /vv ~I (ntii
Mailing Address _ J 7~~ I e~?4 - 2CX 1
Property .Add_ess
(Venfication n:quired (ram Planning K %omn)r Dcpaament for new vonstmction) - - -
Cttyr'Sfale _ _ l'a'ce' Identilication Nin iber_L)dO IL)
LEGAL DESCRIPTION
Property I ocatior. 1 - Sett 0 J1 NR/? W, 't'own of ~l
Subdivision Lot I
Certified Survey ATap # V( lumt' Page # _M
- -
Warranty heed # ( Volume Page it - -
Spe house ycs no Lol fine identtliable yc:: no -
SYSTEM MAINTENANCE AND OWNER (TRTIFIvATION
Ttn(xo~c: use at)d nlaintcnau a of ynm scpnr n~sn m ,odd rteallt in Al, premature failure to bundle wastes. Proper
nt;tintenanec u)nsisls of pumping out 9,a: scpti [ n'k eve') [1~..~ yr-an ur sooner, it nardcd. by a hcunsed pumper. what Yon put into
the systemmt can aflect the Iunction of the septic tank a,, a (Ica huen' slags n) the waste disposal system. Owner maintenance
responsibilities ate spcci.ied m 3('onun. so v)( 1) au<l m C3mpaz 12 'A C-r ix r'o mty Samrnrv Ordinaucr.
the property ow art agrees to sulnurt io St. Croix County Plannrine s: %on mg Depaloll a lcnlhoa110n fouls signed by the
owner and by a ncstcr pl tmber. journeyman plundua. restncled plmnbci or :r licensed pumper verifying brat (1) the on site
wastewaret disposal system ism proper opc-rating c0:nialou and:nr (2) after inset;:;iorr and puurpcrg (if necessaty), the septic tank- is
]ass [ban 13 foil ofsludge
1,wc, The t.ndarvierred have read the ::hove rcqurrern its and agree to mainaur the private scwaga dispmal 5y'le n with the
standards set forth, herein, as set l;y the Dupartmcnt of Contr et v and the I)(Lpartly 11- of Na4rrm Rrsoulres> State of N'is.:onsne.
( eititivauon.statiny, that you septic. system has been In111113 nod laud he complete.' and.ctmncd to the. St. Croix Counn; Plarnaa? ev
Zonilig Deparursrnt within ;0 days of the three year expiration date.
hw'c eertny that all staternr ni ou ih torn it 11L IV roc h: ♦r )I IIIN Dar an cadge- L'•n,c ancarc the ova Lia IS1 Of [hc.
prapetN described above. w~
by virtue at a ion dcc_' re;:r u4 : u. Rai ,;tot t,C Dc'r s Office,
-
Nu r>~er of hedroinSX6 OF PL.IC.'f(,5)
DATE:
`Any intoi oration that is misrepresented may result in the sanitap; permit being n•voked by the Plarming K. Zoaing Department.
in .iuoc with tlus application a recuzdcA w'artanbr deed lion) ice ke~istcr of Dcais ftice tcd a copy of (tic celalicd swvcy map if
reference is rtiadc in the war arty deed.
(REV. 08/05)
CST oWo - i27y f
Wnc onsn{ 4; -;Wk r Lcf snfetywrt PrRf~ Tonal Services Page _ of 3
• Divisicr o Irdustry Sernxs L-
u 7018 SOIL EVALUATION REPORT
In accordance: with SPS 385, Ws Adm. Code County
Attach can e site olan.on St. Croix
pal paper mlgless Ina 8 U2 x 1 I inches in size. Plan must colada,
but not I miIetl to. vertical and Itionzootall ni re. ce point (BM), direction and percerl slope. Parcel ID
scale or drmensrons, north arrow ahd a no distance to nearest read 020-1178-70-000 Ref #2514
Please print all information. Reviev. by Date G
Persona'. iWorrnafien you provide may be used for secondary purposes (Pr vary I aw s 15 041, Inn)
)
Property Owner - P,ope9y Location [
Alan .Doug i d Kristen Klein Govt Lot NW 'A NE 7; S 18 29 N 19 E io•i W
Properly Owners Marring Address Lot # Block # JSubd. Na a or CSM#
831 Badlands Rd. _ of he CSM Vol 07. P, 1997
Coy State Zip Code Phone Number n City a Village Town Nearest Roarl
`Hr.dson I. WI 54tH6 :651 i 788-5476 - li Hudson -
❑ New Construct on Use. Restder6a. i Number of bedrooms 4 Code der:vec ees gn flow rate 600 GPD x/
® Replacement F] Publ.c or commercial - Describe -
Parent •r•aleriai Glacial Outwash _ Fond Plar elevator if applicable ni it
General cor unents and recommendations' Site suitable for replacxrnent in-grcure dispe'sal cell with 0 7 pgd:sq it [caning rate Keep sys!vrr as far souGr as
poss,ble. Recommended infiltrative surface elevation - 92.00'. Existing dispersa. cell elevation at fit ib' is suilable for reconnection with d.version valve '
I 1 Boring # ❑ Horan
( Q Pit Ground surface elev. 96.59 ft. Depth to limiting factor >106- in.
Soil Application Rate
Horizon Depth Dominant Color Redox Descrplion texture Structure ~Consrstence Boundary Hoots GPDi Ft'
In. Munsell Ou Az. Cort. Color Gr Si Sri •Fff#1 'Eff#2
1 0.4 10yr3i3 none sit 2fsok ds gw 3fmc 0.6 0.8
2 4-28 10yr4:4 none sit 21shk ds cw• 2fm1c 06 08
3 2840 7Syrti6 none gr is 0sq dl cs 1fm 0.7 16
4 40-54 10yr4i6 rone grs 0sg dl gs 0.7 1.6
5 54-106 1Oyr5:4 rone gr s osg dl - 0.7 1 6
2 I Boring # ❑ Boring
Pit Ground sruface elev 98 '9 it Depth to limiting factor >116 in.
Soil Application Rate
Horizon I Depth Dominant Color Redox Descript cr Texture Structure Consistence Boundary Roots GPD;_Fh'- - _
In Mansell Ou. Az. Core Color G•. 8z. Sh. 'Eff#1 -Cff#"<
1 0-33 1cyr2;3 none si: 2fsbk ds qw 31mc 06 08
2 33-45 ~10yr3r4 none $r. 2fsbk dsh gw 2fmc 0.6 0.8
3 45-55 10yr4i4 none sil 2msbk dsh rv 1fm 0.6 08
4 55-63 10yr5i4 none sir lcsbk dsh avr 1fm 0.4 06
5 63-74 7.5yr4i6 none gr Is rsg dl es 0.7 1.6
74-88 10yr4f6 none _ gr s 0sg di cs 0.7 I 1.6
7 88-116 Ioyl5i4 non or s 05q d' - I- 0 7 16
_ ' ERlucnt #1 = BOD > 30.220 rc-:L rid TSS > 30 < '50 -i _ F-f,11. 2 = HOD, > 30 - :170 m9:1 ann. (SS > 30 - 15C m 1L -
CST Name (Please Printi n- -e CST Number
James K. Thompson _ > - z 30021 _
Address are Evaluation Conducted f eleuhure NumL•ei 11
340 Paulson Lake Lane. Osceola. VJI 54020-5413 Jul 16, 2018 1 t (715) 248 7767 1 1
SB1) 83301R04:15i
17
,3 Dcrrg # Bonny
Pe Grnunc swfa::e elev 55 f35 Depth :c limiting factor -100 r
Sotl A_ pplication Rate
Honzon Deptn Donnnant Cubs Redox Desenpbon texture Structure l Consistence Boundary I Roots GPD!Ft'
In. Munse I Our. Az. Cont Co',nr Gr. Sz. Sn. •FH#1 'Ftt#2
_ i
1 07 '0yr3i3 none sil 2fsok ds ew 2hn•.c 06 08
7 7-14 I0yr4i4 none gr sl 1msbk dsh cw 2fimc 04 07
3 14-38 1Oyr4:4 none gr Is Osg dl cs 2vf1fm 01 1 6
4 38.160 1Oyr513 none grs 0sg - dI - 07 16
L Boring # n Honing
F1 ~jJ
Pit Ground s ace elev. ft Depth to limiting factor _ r.
Soil AlIkCation Rate
Horizon Depth Dort nont Color Redox Descriction Texlt.re. Srudure Consistence Boundary Roots _ GP D+'
In Munsell Qu Az Cont. Color Gr Sz. Sh •E"l 'Eff#2
Boring # ❑ Boriny
pit Ground surface elev 0 Depth to limiting facto' i•r
Sol: Apphoaror Rate _
Horizon Depth Uoo•.nant Color Redox Uescnpt nn Texture SlrucNie Consistence Boundary Roo:S GPDrF I'
In. 1vLmseil- Qu. Az. Cent Color G•. Sz. Sh. •Eff#1 If} 'EH#2
' Effuent 41 = DOD. > 305 220 mgil_ aad TSS 20 150 mg I ' Effluent #2 - BOD ? 30 s 720 nigh and I SS > 30 5 150 my1L
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owt/tE/p, rg7lsy'Grd.4t '9745.,
owErsE = 99.BS' wooded 61
h
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