HomeMy WebLinkAbout032-1054-50-100dePtelwrng r
PRIVATE SEWAGE SYSTEM
C`�
St. CF01%
so," omep.��
INSPECTION REPORT
p'+pel"I No
605068
GENERAL INFORMATION
(ATTACH TO PERMIT)
Pi,n IN No
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H 8 J Properties Investment LLC
OF SOMERSET
032-1054-50-
eMeer.
w./os.r:
,rn ern`/'
rt n.gxenawep x
p�,—n,..�.A:=
21.31.19.270C
TANKINFORMATION
ELEVATION DATA
MPN(JFACNREX,
LPFACT
STATION
BE
HI
Fs
ELEV.
5
Sol
IT 6
'e
/bop
cemaM
I. FI
llD.l
Alt
aTnW—Lp
7,I5
/83.
Aeolan
Rleg. Sewer
1434%
ema
svnwln
94.
TANK SETBACK INFORMATION
sVHt(Or l
I7
TAN KTO
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BLOC.
AID
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let
ldi
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\
n`
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n'
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9.r
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Sell Pipe
p. S'I
74.G<
rz.z
1].99
eing
fit SVMm
/p.p
99,t
0 Z. 3Z
deg. 17
PUMP/SIPHON INFORMATION
Elnal cage
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COMMENTS: (1ncnee mat Glzplecenalea. poll
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SYSTEM PLOT PLAN
Project Name: H&J Properties
wI enrwaBa:.
BMibym n a mw1NM
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ae¢s]mM � MBA IW.]@
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Ppa ASTM
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N
Scale
4�
TI 3'x70' EZ Flou Trench El. = 96.70'
T2 3'x70' EZ Flow Trench El. = 97.86
�1 II II Shad
a �
m \ 1
1T1 Tag
14%sl I Drivewa9 Wag
B31 3
1 G rage B2y
-talcopy BM2
fr� Existing System
BM1\
102 I / to be abantlonetl
96 98 100 LJ as par mtle
serW P1000.MR
Property Line Septic Tank W/ Polylok 525
CONVENTIONAL COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Project Name:
H& I Properties 3 Bedroom Replacement Septic System
Owners Name:
4&1 Properties Investment, LLC
Owner's Address
3E9 Rice Lake Road
Somerset, ad 54025
Legal Descriptlon:
NWl/4 NE3/q S21, T31N, R19W
Township
Somerset
County:
St. Croix
SubEiWsian Name:
NA
Lot Number:
Block Number
Parcel I.D. Number 032-305450-000
Plan Transaction No. _
Page 1 Index and title
Paget Plot Plan
Page Septic Tank Specifications
Paged Effluent Fiber Information
Page 5 System Sizing & Cross Section
Page EZ Flow Information
Pager Management and contingency plan
Page Septic Tank Maintenance Agreement
Page Warranty Deed
Page 10 CSM or Plot
Attachment 1 Soil Evaluation Report
Designer: John Xbmin Licrese Numbe[ Midi
Date: 6/28/2018 �,yp, �Je�' Phone Number: '115-)600086
Signature: /i/I zP//2U
InRGround Soll Absorption Component Manual Version 2.0 SBD-10705-P (N. OD01)
Page 1
SYSTEM PLOT PLAN
Project Name: H&J Properties
oa W vaw am®MH.*a
N
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olw:Npw,
sees
RM 21Dth Avenue
I
_..__�,
T1 3'x7tl EZ Flow Trench El.
= 97.7P
T2 3'z7tl Fl Few Trench El.
= 97.88'
9
a
Shea
3
\
1359.65'
\1
\ \I
1T1 T2
B\ry
14%slope I Drlvaway Well
B3J
G retie
I B21 2
8M2
I
�
I
`yam
EAstin9 System
BM1\ Ir \
102 I
to be abantlonetl
98
98 ioo
L J
as per cotle
eser WLP1000-MR
Property Line
Septic Tank w/ Poylok 525
Page 2
P CAST -A - SEAL
TOP NEB
INLET -- _ OU
a 2 I
PUMP PAD
OR EXCEEO ASIM C-1RR7 IECOREMENTS
WLP1000-MR
TANK SPECIFICATIONS
DIMEN9011S
WALL: i 1A'
131 SEPnc s
COMR: 4'
MPNHO E 24' D. PRECAST CCI1CRElE RISER
HEXSHT: MT WO 53 1/4' OLD.
1£NG1 1W aD.
WTH: M' D.D.
DELDW INLET: 43" 0,0.
LIQUID LE W'
WEIGHT 6.JCO NHS
INLET AND OUR£T:
4' CAST -A -SEAL BOOT OR EWAL
GASKET, CAST -A -SEAL SOOT OR EQUAL
II AND OULT BLAND 91-E:
$CONSN. SEE METAL 410
(O1 ER STA1 SF£ UT)
LIQUID CAPACIIT: 27.83 CAL/IN
HOLDING TANK'
OUTLET HOE PWOSD
ACTUAL CA➢ADW 1.085 GALLONS
LOADING DESSON W 0' ONSANRAIEO SOIL
TANK CAN BE U9D A5:
4 ,Dc/ HOLDNG/ PUMP OR SPHCN
COVER: MIX DESIGN /B NO 1BER
TANK: MIX G9GN PO 51fi1 "I
WS ISW TANKS:
FOR CUSTOM TANKS CONTACT MESF C04CWETE
FOR APPROVAL
NEEDS) Mr:
s.
RDL � ra�1:..,rn,:
PL-525 Effluent Filter
PL-525 Pilfer
The P1,525 Filter is rated for 1g000 GM (gallons per day) making it me of the largest filters in its class. It has
5Z III not of 1/16" filtration slots. LA, Me Polylok ILL. M the Polylok PL-525has an a,mma c shutoff ball
installed with every, filth. WMn the filter is removed for cleaning the Evil wia Rent up and temp BY shutoff
He system so the efhismI wont leave the fork �
Fronnea:
• Rated for 10,000 GM (III per day).
• 525 Ecear kH of1/16" fimanon.
• Accept 4" and COL 40 pipe.
• Built gas tleFlxror.
• Automafic shut-off ball when filter is removed.
• Alarm a ,sumbility.
• Accepts PVC eter¢ion handle.
PL-525 Installation:
Ideal for residential and cmmurcial wash Rows up to
10,000 gauom per I (GPD)
1. Locate the outlet of the septic tan.
2 Remove the fork cover and pump look Jrxassary.
3. Glue the filter housing to the 4" or 6" asked pipe. If
the filter is not centered under the acc ove opening use ,
Polylok E,Wnd k Lok or piece of pipe m center filter
4. hser[ the pi filter into it housing.
5 Replace and secure the optic work mv,,
PL-525 MalMon aI
The PL-525 Effluent Filters will operate eHicimdy for
amoral yesre armor m,mal huniaoru Imur, whimmg
cleaning. It Is mrouunermed that the filter be ofemed
every time the[ bank is jumped, or at least every three
year, If the intalled film cmovats or optional alarm,
the owner will be notified by an alarm when the filter,
needs servidng. Servicing should he done by, roared
septic lank pumper or mr;Won.
1. Locate the outlet of the septic hnk.
2 Remove tank cover and pump ImI mw arO
3 knot use plumbing when filter is removed.
d Pull PL525 mumdge not 0f Me houoag.
5. Hose off filler over the septic tan. Make sore all
solids fall back into septic tank.
6. bsert the fdm cartridge bark man He housing making
sure the Her a properly aligd and rompkldy insisted,
9. Replaa,nd sear wptic tank rover.
1/16" Filtration Slots
f}V'�� .wms.rsx
10,g1U GPD IOpc
fl � amusownt E w
nap
sex 40 Pone
RMI
topIDciv
vHjuo
Fmnnm9oe
rus I" y�uF eatomennr
Palybk LMl6 Bnnfihmlenepn ssaL,,bg
n.s...reum.m..�xnawalam�. ��xoveumµtaunxs.
PLAY lne 3Fairfidd Blvd WalGngtan LT 0I Toll FrocAM765.9565 Faa:20l2PA.8514 nw.pollecknam
IN -GROUND DOSED -GRAVITY DISPERSAL AREA
Stepped Elevation Trenches with EZ1203HP Bundles
3-ft Trench (down -sizing credit)
mn
TYPICAL TRENCH
InNa Pmvlde minimum 3 ft
CROSS SECTION VIEW
0.wvFR (No Scale) aePareden balween trervires.
IhpW9 �L — ..v
LmvestTrencM1 (M applkBEle) OBSERVATION PIPE DETAIL
lQhest TrencM1
System Elevators= 97.86 R_ 9670 R. ry, R; fl au°Iav (ma�aGasm
ao
TYPICALTRENCH tsno..'Ioreoo�wircel�owa�aparmnan c+n.;aw.l w�a•��,,.�.
PLAN VIEW a�n„o
(No Scale) a, m
Pertoated Leteal n oemrvaam Pea R
(tYPral) lb�Il (Vpm)
_ __ ._ - �A-3o ft
_ _ — (Wq
6= ]0 R
0q 1 UUMH Bundle
INSTALL PER TRENCH: ("unw)
7 10-ft dndift 050 W EISWund= .� R' m (mm Mlrmwdsynrtu'vcl
yen µrsuem m menutxmen Irewcuve.
} 0 Sft eudles@25ff EISWunH= R
=PmPOaed ElSA pxh�+cM1= ve N umcuiadlndllation Area= 643 V Disbibullon Natbod'
? Ren&es=Proposed TOtd EISA= TW W bmnched manifold
RFCLT
Installation Instructions for #*EZf oww
EZJto+Systems in Wisconsin
y"i..a+Mm�
..................................................................................
V! mnso oeparhnerd Of Commerce, damsel and Belongs 8, The Pbsomllen area (Se) necessary M a green site and
Careen, has 2Memd tM shetlfiations are/or plans for Mrs be sited based on maximum daily sewage flaw d D) car
product and determined it to be In oDmIdarri wIT drapes Me Pemmdddy ter be ands. If ceaeid brand met the
Comm 82 though ea, wisceosin Mmin. Code, and Chapters EiSA slang and Ic used in w onsh resulting in a 40%
145 and 150 Moreau stables. Nl sues most meet He 3(m smaller tonnage.
a .Somarma a M ma a a diff n minuteness as noted in
Is regulations.
The approved produces am 19WH tTIT Wndles WN pipe In
Ruder bundle in 5' for IT lengths) and IX3HP (3-IT porous
with pipe In each ea le in 5'a HY kngMs
A single pipe bundle contains a four inch comment plpe sur-
houreed by EPS aggregate and Is hula together von paly-
ehMme neflng. A single aggregate bundle contains aggregate
cry anals held ametherwlfh polyrell neumg.
MMriels and Equipment rlaeded
• EZAcw Bandies
• E chow Ge itexlik Foci
• EZdow Indemal Rpe Couplers
Pipe for Header and Intel
• CaMhor/Ewwwtm
Fsthtatm Imbu cos
The Instructions far Insulates of EZflow poduato are given
blow. This Pi must be asfaltea In arropm nth rem state
mks defined In shapters Cane 89 though 84, Wisconsin Ad-
aiowtrater, Cape, and Chambers 145 and 1W, Wacon4n Stat-
utes, as well as the bm1 M1eatlh departments anent design
mi
1. AXer the least real department has determined song,
configuration, and layout far the EZtlow whereas, slake
or mark nigh paint Me l(rcatdn of trtncM1m and thes. Be
careful W set correct oink Invert our. reader lne or all
anarbon box and trench member chMlaue before III
lotion of PW bundles.
2. Remma plestic ages shipping begs labor to dame
Wndles In the franchise). Remove anyp4stic hags in fee
trench betam rystem Is mwretl.
3. This product most have geouradle fabric that mee6 no
sediments A $. Comm BM1.30 (5) (g), Ochs. Ades. Code,
Installed directly on op st the product and eMnding
down slung the side of the prpdm to a point at least am
'mdlse more the random of prudes.
4. Men Installed In a french, fine when should ber dug be
a width of 36 names. This not my se es labor In exmre-
has , but also Issues better Iwtl-meeting capedts tiler
poeMRlang is complete.
B. Race call buntlle(s) In the allow configuration am
burned by system design permit awarded to 0e mrr m-
r site. The pop or cantermost bundes containing prop,
are Joined end to end wflh an inf mal s pe copier. Arty
tdermor aggregate m'S' bmdm and maybe moduired,
should be ended against the Inner aggro gafe-onty di
des and do not require any type A am radon.
9. The top of each CEO cylinder mmalns a differ off Pre-
manWacWred in between fire m ing and aggregate. The
fabrc is roared to present sag orders, The Insidler
shall now sure the the SE0 is doebonea upward and Is
n mom wm the acres: mma'med In to adieu Mm-
der beforebackfaing.
B. leveZHow l trmrli In at drieNms (Wth across eand along are
trenh bottom) and sM1wltl td ow the wMwr of the ground
surface elevation (uniform depth), war all sorghums
adpning lil eytindriml currents placetl end W me.
with round pursue founder pipe inM+aun d,
wdhaul any dams, stepmethe or other water slogs.
9. The beach top shell be graded s ar mad water wed not
pima. Becht should be seeded or sodded immedemy
atercompietier se reduce emslon.
10, EZflow EPS bundles are flmlbue and can tit In carved
truMxea meYberaressah' 1° ev°k true. bruWe¢i or
ono bro ado.
11, EPS aggregate Is lighter than water duel it might
be marcm] net natural audience forces would fend W
cause EZtlow assemblies to float me of ground when
pending occurs. Field espedence has shown, howevee
that this d not a emblem when systems haw a minimum
of V of mal cover as recommended by material
pates
PAGE 4 OP 4
In -ground Gravity Management Plan
IMPORTANT:
The owner of this in -ground gravlry, system shall be responslme for its perpetual operated and maintenance pursuant to
requirements of SPS 382J8a, Wso. Admin. Code. Pursuant to SPS W3,52 (2), Also. Atlmin. Code, the system shall
bstw9ion a vman hwMh lretarb if not maNlauced in 4rdalm whit Nis approval sweetened plan.
Furthermore, all inspedi0n and maintenance dumpers shall he pedmmed by a registered POWT9 Malotalner in
accordance with SPS 383.52 (3). Wsc. Admin. Code.
Maximum Dls shoal Area Operating Limits:
Design Flow= 450 gpd; SODss220mgL4; TSSS150mgi FOOSWMgL4
Inspection Checklbt INSPECT EVERY 3 YEARS
type oT um
• age of system
• nuisance radon (to Whom. user canpaims, etc.)
• mechanical malfunction (Le., pumps, valves, switches floats, efc.)
• material mi Q.e., leaks, breaks, corrosion etc.)
o solids volume In anaerobic headmen tanks) and any lis4ibutlgn appurtsnarli do, distributor l drop hgeec)
o mplect aimDrapr um(i.e., seceding tlestgn capacities Pmhibired activities, etc.)
in ahem 0 prit In distribution roll prlw fo di
dwing Negulmiliea - If appllce #e., pump resyding. Peat switch cams, am)
o weoNcal components - if applicants (i.e., wiring, connections, reaches, controls , timers, same; etc.)
o disNbutonlatmlorWeralonfieeplugging (measure laterel data pressure -compare to design specification)
o surface discharge of effluent or sewarge lai Into structure served
Maintenance Chercklbt MAINTAIN EVERY 3 YEARS (or when necessary)
o Seattle and dal bit shall be pumped by a madded storage servicing operator Jimmied under s. 281.46 Wls.
Stets. when Ne vdume ofaoliDi in tlx exc au -gird (tie) Ne m of Ne tanker) a
ea requires Ey local ortlinarse. Disof wnaa M11 e puewb Nft t13 weis Admin Cods.
o C-Nluentflkedal Mall W Inspected every 3 ywm and Mall w dwnW when nme ary to renwe any
moumulated idsacwmingtomanVa umesapecifications. A servicing pence will alwaysM power than 12
nths.
SyeUm maintenance reports shall be submitted to the proper local government unit in accordance with
SPS 3113.55'Mec. Admin, Cotle. Report airy component Moms or mNmmtNn M
Name of sprotlwl ar own.. John Schmitt Pnme 715-760-0486
Lpcel government unit, St.Croix County Community Developmen Pnpm. 715-3864680
Lacalpwrrmem umtaaer,ra. 1101 Carmichael Rd., Hudson 21P: 54016
Any befective pan or Wa system shall b¢ Rpalre], eplaced, or removed parsuant to sps 383.51 (1), WCc. Admin.
Code. Repair or replacement of Riled or magundbnal democrats sha3 Mini with SPS 383, VAre Atlmin Cotle.
No product for chemical or physical restoration of the POWTS may be used unless approved by me department in
wvdence wit SPS 381 Mac. Atlmin. Cotle.
Contingency Plan
In Ne seem Nal any Riled VwOnent wmmnam of mla PON?5 wnml be repaired, it shall he replaced pursuant to
a plan submitted ts Ne appropriate agenryfor rwievi boomers. A failed ingmund dispersal component maybe
al a rvici atop replaced by a cMecanplying pro e2al component in a predaternmed area of suitable sms.
System Abandonment
It use 0 this POINTS is mscommust it shall be abandoned in accordance with SPS 383.33, Wed. Atlmin. Cotle.
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHW CERTFICATION FORM
H & J Property Investments, LLC
n-wuplAaa g 349 Rice Lake Rd
Prom per, AmVS 455 210th Ave. i t .
(Ve,11muro regwred hors Nam" k mwng Department for newemshunimr)
c;ty/S,A,eSomerset,Wl P�pelleeneep,r�nN,ptme<032-1054-50-000
LEGAL DESCRIPTION
Fture* Location NW v.. NE ere, Sec. 21 . T 31 N R 19 W, Tuwo of Somerset
Subdivision Plat NA LeAtu NA
Certlfldl Survey Map N VOlume Pool
Warzaoty Deed k
(before2W7)VohmsI
Spw M1ouse Dyq�o Lcaliues idmtifiabk BywOno
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Lvpmpv uss W maimereue afyd/r stop syst®vvuld resWtw no fi he,11 malm wame. Proper
ute otpwpigq nut tM1e aepti[Wkcttrythrte yore mwvw.ifrcMM. byelicemW pump a. WhN )w rytimn
me vymm mn.K.t we mwmn nfth, Wine 00& a nrcc mem stage in the wrote dugi syean, owner immenowe
mapremilu n, ere apsifiN in 4SPS An'52(1) ands Clwpm 12-It Goi, Cwory, Sutimy Ordinam e
The property owner ages in sm it On St Crux County Plamn,&]sees Oep OymacatificMw tams si®el by the
was aW by a member plumem,Smamman Intent nom,and plumber or licensed puvpvvui(ying tpt(I f me on site
spronw depend system W is in opv opentinS amivan 11Nm(2)after motorman and front(i f naesury), the wort our, is
Icops 0y, In fill of mods.
It=. the understood buys now Ne shove wquv sysim' mW more to msinnin the minor wwsyrc diapossl Strom with me
mMmrds set fmlh. herei. a set by 0e Dlimmment of traffy AM Pro( 'on] Serous mtl the promo t If Tourist Responses,
Spite of Wimcomin CtOlicalion sowing met your se om system but Men amounted must be Well and rem ed to the St CTvu
County P rout & Loner g Depumrcm witfin 30 sees of the these your another, da r,
1/we cotify rM1arall m&mem on Nylormerctrvab We heel of mY/ors Lmwledge. Vwe Ware rte awrcrts) ottlw
PropertydeW abon,byvenue orewu%nry her musters! in Regata ofOxds Ogee.
�
seeml ore f b )pml J
�4YY% 6/ 26 / 18
SIGNATURE OF APPUCANT(S) DATE
***Any meneatgn Net is mimepmen0drtmY.suitor the sailsry brut being nOOI byth, Plmniug&Z mg oepufircnt.
laclude with this i plmron a wwNed wamury dew! tmm On Rehm, of Drams ORtt nW a copy of the mnihed suvey nmp if
reternse h made to me wemnry de W
OXV,pN12)
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1e: conducted For.
Schmitt B Sure.E%mvraing lna. Name: 11 A, J Property lomtnwi LLC
Thomas J. Schmitt, CST 227429 Address349 Wee Lake Rd
566 Valley View TreA City, Scale, Zip: Sommet, to5a025
Somelie1.W150025
POone: ]1 1978 ^ s. PIP. 03YIO5F50-000
Lot No NA
me, Legal Description: NW Vil NEV4621 T31N R19W
M Backhoe Pit Twmship, County l School St. Cei, covert
♦ Bench Me& 1 El. 100.00' Top of 2" PVC pipe
Bench Made El. 106.35' BoorOm d siding, top of foundNon on Mua
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Scale
I'i 60'
1 I`
NOTE: For full view of Lot a" Aerial Photo (Page 4 of 4)
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