HomeMy WebLinkAbout018-2007-27-000
nscP-s 1DCPa•r-en: of Cc—,erc. PRIVATE SEWAGE SYSTEM Do'nt' St. Croix
a`c?/ and Bjilc log D visor'l
INSPECTION REPORT ""''aryPer--tN
GENERAL INFORMATION (aTTAa { TO PERP:IIT? S.-•a,e Plan In No 607004
Persona m'umatnn yor. orn.7C rnuy to used br se:-oncary pdrpases IP'vaoy Lan s 04 , ilmj) 121842521-C
Permit i-c 7e"s N`me C ty v ll'adu 1`um s"'p III lair INC
Oevcring Homes LLC TOWN OF HAMMOND 018-2007-27-000
CSIF UM LIi_, I Insp. BM E ev. 13I0 Descrptior SocS,ir Ii, Rarig c'MaL, No.
/I.4 p 3 G T 05.29.17.966
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER / CAPACITY STATION BS HI FS ELEV.
Septc J T,^, 2 ~M Bortoh,mal
J ; f l cJ~ 5.5 ~O
Dosing rI_ At. Br
Cd ~Wa 3' ben z 63•~
II L1 Bldg. Sever b 16Z .
Ho cir, SUHt Inlet
SUHt Out ct
TANK SETBACK INFORMATION
TANK TO P•_L ;:DELI. .it UG rort Air I-aaeC ROAD Dt Inlet
sc: lr; ZS-!~ z l L D~ Hot:c•n 1b, z 95. 9
Dosing / 1 :•leadedNlan
LS /~A- Z/ 3L -Z.-r /e~•
Aerat on Ois: Piet
I loldmg Bot. System
3. /6Z•-7
PUMP/SIPHON INFORMATION Final Grade 1.77
/d
`alanufacr,lrer 1 I - I Demand C^`re
Lr IOG~ GPIs11~p g( ~ s..o Z' T /03 .7
r.1::dc Number LI
Z$o !l/ /o% -T
'DI! L.H I- IZ:t on : oss System Head TDH Fl
7,S Z--Ail
-orcernam Lencth I;ra it Drst
z
SOIL ABSORPTION SYSTEM
BED;TRENCH 'v9d:h P LergF: NC Ircncr PIT DIMENSIONS No. Of PCS Inside Ora liqud DeFf`
DIMENSIONS O 5' SETBACK SYSTEM TO PA. BLDG LVELL LAKEiSTREAAI LEACHING Ma'rraenrer
INFORMATION/ / CHAMBER OR
1.•ncel Nr.-DC`
I/! ' 1C<l•m 31p S4 ~ii UNIT
DISTRIBUTION SYSTEM ZQ Al
H-a'e•Va, r,y /f Dh]r:u:mn If [X Hole 6.7e xHD,e SFacir~ + VC• CAir ln• e
P Psis; -7 / 11
Lu- I h _ ova z' Lenglr i17 U a G SP.<ang 7 14 Z
SOIL COVER x Pressure Systems only xx Mound Or At-Grade Systems Only
'd c I Be:.hr Dacr 7. DM a' rx seetlel sriddeh ex "lull
•i ier 3•i Cc'lCr l 17 edlTlenCh Ed9e5 F SOiI / _Q L NJ Vc5 No
COMMENTS: ilnclude code discrepancies. poisons preserl e:c; Inspection kY S/ys ~~,~I( 1 IIn/gllpecocr a2.
Location: 1112 16.' 1H ST~' Oil
1-Oc%'i~ (Jiety
'.}AI: BPA Description = f
2.? Bldg sewer length = Z'7 r 1
- amount of cover = I Lill L.p
f GO Jw~
Plan revlson RequnecI7 Yes 3(f4o 7L
Use other side for additional r1o'matioh.
Date Ir=e~: .•s Sig re
1
m,1ra - - :el
Safefv and 3.u!-aings Division S f ( v 1
1;1 If 0 $ 201 W. u'fash;ngiun Ave. P.U ox f Sancaa} Prtmit ntunba be ;:Iiei in hv:o j _
\ PS t Madison, 83 -
X6706
Sanitary Permit Appllca16 sar/T~-C~awQw /~c/m~hc\
In a~ ci dax uidi S S _S W:> . A a Cod,, ubsts Or W W5 :xr I .c appropl ae, ntmue:nal unit
ir.u:red Pnnrt aiv Saa1La-7r„Sul 4 c A4'71=i 1 nna fo snare owned pow ;.s at >ublraned to I9 o;cJt AONC3s df docteu: nun nuubug addncss'
.
:lx Dc utnan nl San Y ,it N.Irnlocal Saes. Pa,nral trmmxion you p.ovide nuo tK us-d :os sn;unda-y
i.!'nos:s in Ww;daas wid; be ['t_+acy '.a», s, 15 C41 !fm_ it:iu. I Application information Please Prnl All Information /72- -P 71
i]pCm CM s1CaI:it Danielp ^
>pertv CMnec's M:u7m;.add:ces :aropenyfwwu;u
n C t
n y{ (S(I
e~,? hu JE
A Q l1
- ov a
11
Y r Ltr lard Ilion: Numbs LA.)-- y;- 'moon--)
- - T2/ N.
R/L L
❑ Type Of Brnldng (c aall that apply) ~ 1
or? Fw-17y Uwc' :a_ f unhrs :.t FYCtoom:. SebetiN ion Name
OIC. GA I1Ak O-k n
~A:bliaCommcrcsl- ~Yaf abc Uu wr~• _(J Qpd1y,,: - -
D cm
- s -IS.d Isanbe; ❑ b Marc of
Sale 0Mnw I>~e4 else _7
111. T (.heck Only one box on line A. Cnmplere Ime B if applicablel
- Syssem . RePI-C hilt ayr ;a Trcaerocntidold:n~ Park l:r.>h anrnt Da!y r! Od:~ MaificaGnc to L%'Mw. Symm (exp'zin;
_ .I
a List renc a on. `nn :m-d Date Isinaeg
T'. Pctiln Rttma:a 'aann knls r C .an~c nf' t m h r ! ! i'r•e'1 - ,:::,trl le `:e» /
13ci2cc F. n r / -7 ~1 'L°
P
Isnc uU-
. R Tvpe of PC1W~I'S Sy+teur'l-nmponenvTlo•icc: f(-heck all that al >.'1 -
J Nm-Ptan:c:u! U-Ja•unc. ! }TC:n.;i::n1 w~-:'.pnus:' ❑ AMind -tlmwd A ut. of&vi6NUe sore j Mound 4 c. of suitable soil
I auNp. d. t }:h
N Dispersal )tea} art 11ca Infnrmab
'kslL9 clew; l 11 lira ;S .I .yi V: n <wc, .L^i TpiSpccu rcr Rcqu }I JSye xal Aresi PP Ilal S)Rem Eles'wior/
/ _ 0 t `/~V I ZS In Z vd
Vt. Tank Info ..ra, in :oal %u. Mmtr:fa:xuret )I
era.}+rs Cn lem Inia u o ! u
.`kw Tare:: ulvr..y lnnA r- / L' / I--^ u n y
I^~ f^iwaf. C a m
LA.SW I.~:f:l;tef / i
VII. Responsibility StAetne-t the undersigned one reslwmlbility for installanon of the Pow IS abowa on the attached ptaa~
1 umber's !same 'P-m[i Pl t Mnann. SfP;\;PPS •.ymbc f3usausa Phcm Nuenber
i Plu:uber"s AJdret Sued. cy, Slate, Zip Cod
VTH1 uDM De artment Use Only
ved 1 \Po~Y P =o: rcc t'am' su.d Gwn ca $;pa:m
- - S `10 . o0 5 419
I
IX. Cnudniynsc Api&.t ~ppros al
utiper::a eA must ell be s• .!c+s ~p iet
se per .nwaNment. pkn o IKW by tor%;_
2, AY nllbak err s nxelt w r.,art a a i
• per OFFAM6 a arS: I :K- nrst,
- - ltlarb n. rnuykk picas far tkr xyskw aua >uamil to tux C nuoty only nu papa not lea> due J t: x 11 inebc w am
SBU-ti39R iR. I U[ l)
PROJECT Oe'rarino Homes S)'SLtn PLOT 1)L-v,
1%ve SL.ite A Ne:v R:chmund Wi 54017
SW 114 NE 1145 5 /T 29
N; it t TOWN Hamm0'1C7 COUNT) S7. CRCIX
SYSTEM ELEVATION 102.5'
'X2'1
DATE BEDROOM
CONVENTIONAL AT-GIW)p
~CONIENI*IONAI. LIFT HOLDING TANS
MOUND XX?; SEPTIC TANK sIZI: 1000 gallons MIT TANK s1ZC Dosr. TANK SIZE 630
l10LDING TANK SIZE LOAD RATE 1.C ABSORPTION AILLA 4~,5
_ k of chambers none
RENC'HMARK N.R.P. 'Top 0'. survey Iro -
aSSCnIF ELEVATION um' Filter l,iicitlu : iitcr
130REHOLE O WELL
"A.It.P. same as
~_nc•xna-+;
Well is tL1 meel at; WDNR setbacks
Property -me
I Pro
Huffcult Comoo Tank F3edroorn
I i B-2 Hous= 157th St
❑I
~ I I f
Grading is to be done to
3 divert run-off awav from
system
Area 15' belc.v system is to
T remain undisturbed
%c Slope
J
I 40' 80
I B"'
10 i' 01.5 102 Scala - 1,q - 10 I
00' ' .
2C0' O i
I
-122' Property Line
I
i
0
c\TB-sa-af4,y>, CIVISION OF INDUSTRY SCRVICLS
2331 SAN LUIS PL
y: ~ D C,RFFN RAY VA 54304 5211
S - Contact IIaough Relay
PS hllphdsps.wi-guv!V~ugramsnndushy-services
wvnv.wisconsm.gov
Tony Evers - Governor
Dawn Corn -Secretary
Mav 3.2019
C'ONDI'l IONA1. APPROVAL
IT%A APPROVAL EXPIRES: 2021-05-03
Plan Review: 11W'-IS-051900017-!.1
51IAt i\ R BIRD t.IYAND
1432 120th St _
\cw Richmond WI 5401?
SITE: Oevering Homes
I r I6,,I
Town of hanunond
Saint Croix County
Total Amount: $80.00
FOR:
Dewriprion: 450 GPD /Revised Location)
Maintenance Required
the submittal described above has been rclle',ac to confornlarcr"k it!) appliC enl. \1'iuunai11 ;\el:uini. r;: C'acrs
and Wisconsin Statutes. 'Ile ,obinilial has been C'O\DI IION:M.LY !\111ROVFf ( his svslent is to be
conso'ucted and located in accordance will: the enclosed approved plane and with any componanl manual(s)
rel-erenccd above. The ov%nce as defined in chapter 101.01(10). W'iscunsin Saalulcs, is responsible for compliance
with all code requirement..
No Person nrg engage in or work at pluodring in the state unless licensed to do so by the Department per s. 145.116,
lints.
I he lidioo:ing conditions shall be met during construction or installation and prior to occupancy or use:
• Presene dispersal area prior and during construction to avoid disturbance. C.ompection and Use 01 *111C site.
• With new construction; it is reconnnended not to activate the pump in the dose tank until the links are
pumped Prior to homcomict, occup.tnoy.
• Wastewater generated from contractors cleaning, of equipment and Tools ;mdrur left over construction
products 9nali not he dischared into the drains discharging to the private onsite wmsewatcr treatment stem
(POWI-St. Waste generated shall he Properly disposed ol'on-site or off site.
• Any tall grasses, leaves and shrubs shall be cut short and re m i,Cd prior to tilling [lie surface for illsla!Ialion to
prevent malting under the dispersal area. \II loose organic matrrial to be removed front mound area.
• Divert surface water from POW IS :1rca.
• Prior to construction of the dispersal area, check the moisture content ol'lhc soil it, a deinh of 8 inciics.
Smearing and compacting of wet soil aid Icadt in reeluci:ag the irliltra:ion capacity of the soil. Proper soil
moisture conlcnl can he determined by rolling a sail s:u:ytla brlncen the hands. II'it rolls into a li•I- inch ire,
the site i5 too srel to pt':pare. Ir* it cnlohlC,. sJC prcp w ion ce::i proceed. It du' site is loo •.cct hr prepare, do not
rroxcd mail it drica.
• All piping sh.a; Con! ill In to ♦PS I ahlc is I"0 ;md SPS table 3S 1.311-
• Insulate building sewer beyond 30 1;ct pcr SPS 382.30 ( I I ncl
• Well setbacks to meet Oil. \R 811 & 812
• lank Installation to 1611 ow all nmr.u lire;urn's reconuoe[I d;uions.
• SPS 383.54(1)(c) The ntunagcntcnl plan Rdr a POW TS shall specifically address the scrv icing mechanics of an
:aerobic or anaerobic treatment lank or a holding lank uvhere either of the lollowing conditions exist:
I. the bottom ol'the tank is loaned more than 15 Icel helow the elevation tvitore the servicing pad is located.
I'he hollow ol'lhc lank is located more than 150 Ibet lunizuntallr from ahr.re the servicing pad is located.
• Verify property line(s) prior to installation.
• Pump Floats to be set and verified per approved plan. AnY changes may result in pump resizing to meet
TDII and CPNI Specifications.
\rrae lhal ale ovcupicd % iil' c.. r1 :1 r 1 , '.li 'tK III If w '..r LdI-...,':"I-Jr 1n'„ l• or,l
:n gin,:11 rd I.
Owner Responsibilities
• 'Ne current otv ner, and each subsequen: o•sner, shall receive a copy of this lener including insiruccions rclalin_
to proper use and maintenance of the system. Owiers wall receive a cope of the appropriate epcralion and
mnintenance manual and or tm'ner's manual tier Iita POWI'S described in this approval SPS 383.54(1).
• In the event this soil absorylion s.N win or ant of hs cumpon¢nl parts maWincdons so au to cre.ae a health
hazard. die props[) owner must Iitllots Urc cout:ngencv pl,::t as ccscribed in the apprev:d plans. cop< of the apprm eel pans. >p::.:i:icwiors and this icner shall Iw or.-silt
du: i:r: comtruc Lion and open to
inspection by author izod n:prescnlatio es of lltc Departntcn4 svhiclt may include Iocal inspectors. Ail
required by the state or the local municipality shall be obtained prior to comrtcncelocnl of
construction installation opcration.
In erantin_ this approval the Division of Industry Scrs'ices iescrvu the right to require changes or addition, sh nd
conditions aria making them necessarp for code compliance. As per stage stall 101.12(21. nothing in lhi, review
shall relieve Ilia designer oflhc responsihility fir designing a laic building. structure, or component.
Inquiries concerning :his correspondence ntay be made to me at the telephone number listed below, or zt the address
on this letterhead.
I he above Ieli addres.r shall prow is ar Copy Of Ill is ICI lcl :u$1 the 1'Mk IS I n[I agentcm plan::'. Yr.' o•.t ncr acd all
others who are rclilorWhle for the installmion, opcratior. or r:iai-nmancc of the POW"I'S.
SiinncercllN.
I i nr Vander I xcs:
Frigate Sewage Plan Reviewer, Dialing al In,'.:ntrs Yeniccs
(920)492-2214 . rUon- fri, Bain u.rn. - 3ai) p.u:.
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 5/2/19
Owner:Oevering Homes
Location: SW1/4 NE1/4 S5 T29N,R17W 1172 167th St, Hammond
Manuals Used: Mound Component Manual Version 2.0 (N.01:01, R. 10/12)
Pressure Distribution Manual Version 2.0 (N.01101 R. 10/12)
Page#
1. Cover Page
2. Mound Plot Plan
3. Mound Cross Section
4. Pipe Cross Section/Pipe Layout
5. Pump Chamber Cross Section
6. Pump Curve
7. Filter Specifications and cross section
8-9. Maintance and contingency plan
Attachments: soil test
Shaun Bird
Signature-_ i
License number 226900
Page 1 of 9
PROJEcr Oeverinc Homes System PLOT PLAN
ADDRESS 1433 CemohOL1s Ave Suite A New Richmond Wi 54017
SW 1r4 NE Ir4s 5 /T 29
Nll( 17 q' TOWN Hammond COUNTY ST. CROIX
SYSTEM ELEVATION 102.5'
512119 3
CONVENTIONAL AT•GR:1Uli DATE BEDROOM
CONVENTIONAL LIFT IIOI.OING 'TANK
MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT FAN'K SIZE
DOSE TANK SIZE 630
HOLDING TANK SIZE LOAD R11'I? : ' 1.0 ,111SORl''1'ION
AREA 456 ,y
of chambers none
IIENCIInIARK V.R.P. Top of survey iron
:1SSU.N11•: ELEVATION Iee' Filter I.il'etin)c Filfcr
❑ ROREIIOLF O WELL `II. R. P. same as benchmark
Well is to meet all WDNR setbacks
Property Line
Pro 3
1 iuffcutt Combo Tank Redroom
B.2 Ilouse 167th St.
Grading is to be done to
B-3 divert run-off away from
system
Area 15' below system is to
7% Slope remain undisturbed
0
40' 80'
e-,
B.M.' 100, 1 01101 .5' 1 02' Scale - 1;4' = 10'
200' ,03'
422' Property Line
Mound System Cross Section and Plan View
z Dimension Feet
J t v
11~ t t --A__ - I
T t t I-
t
t
i f l_F
,
p
L-a_76,U
- K - - g-- - - - - i -W - f 2 ?I
-
t 1 = Topsoil r- = AS1T4 C-;J
t t
Cap Material Cl
2 !;ean. aggregate - 4 in. sch. 4!i F~.c
.
Sand till ~ %i % j o in. di t Li
observation pipe
Gcotextile _ ~
Fabric H
I)
Pt C'onuwr °I'lowed Surface
Slope Direction
GENERAL INSTALLATION. The mound area is staked out along the design contour. Existing
vegetation is mowed and raked off the site. The mound basal area (L x W) is plowed with a moldboard or
chisel plow. Plowing may not proceed if the soil is wet enoug
when a sample is rolled h at the plow depth to font it % inch soil wire
between the paltns of the hands. ASTNI C-33 quality sand is placed irrunediately
after plowing. Sand is placed with a tracked machine keeping 12 or more inches of sand under the tracks or
is placed overhead by a backhoc. Special care must be used when placing sand of less than one foot
thickness to minimize compaction of the plowed surtacc. After the topsoil cap is placed, the entire mound
is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The
j observation pipes are slotted in the lower 6 inches mid secured in place with rebar or a closet flange.
10..'0 71gj
Pxge__~ nt-7
Pressure Lateral LayOUt
Two Laterals - lind Manifold
lbreaded
` Cleanout
1 „[renal Turn-up Plug
Rlrniluld
- X - _ - . -rte
Fox lain - L - ----1
7 Lou,?
Sweep
90
Bend
Distribution N&vor-k ) cciteanons ~J
L Lateral Diameter_ Z In f ressure System Construction
Alatutold a-m,tC _ Z _In. 1.atutak are constructed of Schedule 40 PVC
ritVC
ic e D iameterter In pipe, Orifices are drilled
X Orifice S acing) ? It,, the pipe with a sharp drift hi~and uface tdown
L LateralLcnjLth~ FL Lateral turn-ups temtinatu with a threaded
M (Manifold Length _ Ft. cleanout plug and are enclosed in a 64 inch
iTorce hf ain Diameter 2 In, diameter lawn sprinkler valve box accessible
forceMain Length -_J G Ft.~ tromfinished grade.
• • • • • Grade • • • • . • :r.. , • . .
6..21 Inch Lawn
Sprinkler Valve
BOX
I
03iQ5 Igj page u - "
0
Septic-Dose Tank Cross Section And Pump Performance Specifications
I Tank Manufacturer k. _ Yt~m_p Manufacturer
`Tank Model Number h J 0 pump Model Number ~n
Toud Tank Capacity o
Lbfax. Bury Depth ~ Alarm Manufacturer f C- c~
Alarm Model Number h
Switch Type ?e'
Filter 1,1 cturer is Head
Filter Model Number otal DYet (TDH) - Feet I
Elevation Head j U
Distal Pressure
- Network Loss
Minimum Pump Performance Required
- Forge Main Loss /
J O GPlyt i (a3 I j- a~_Ft TDH Total -
Outlet Manhole Min. 4" Above Grade With
Locking Device. Inlet Manhole Manhole Min. 4" Above Grade
< 6" Below Grade Sealed P/atertiRht Securely Mounted With Locking Device \
6. Weather-proof J\
- - Finished Grade J ] uncb_on Box _
~ f+
Vent Min. 12"
Above Grade Disconnect
With Vent Cap Means
Outlet Filter
Inlet Imo- Wet Baffle
Switch icings and Reserve Capacity ° y."
Tank Volume GPI Weep
Dimension. Inches Volume Gal. B hole
(reserve) A `y! s' - 6
(alarm) B 2 3 J Off Elevation C
(dose) C a Ft~
Bottom
(de td) D j 7 D Elevation
Total h'1
GENERAL INSTALLATION: The septic!dose tank is bedded and back filled in accordance with the
manufacturer's product approval specifications. Maximum depth of bury as specified by the manufacturer may not
be exceeded without prior approval. Manhole covers exposed to Wade have an effective locking device (padlock)
installed. Piping at the inlet and outlet is of approved material, connected to the tank with watertight fittings, and
laid on stable soil to prevent settling or sagging. The force main is sleeved with 4" Sch. 40 PVC to bridge the tank
excavation and the sleeve is sealed watertight. Electrical serv" mplies with NEC 300 and Comm 16.2X.
02/05 U Page of
280-SERIES
112 hp Submersible Effluent/Sump Pumps
The Uberty 280-Series Provides a cost effective "mid- /
renge° pump for on-site waste water systems. liquid Performance curve. 280-series
waste transfer and commercial heavy-duty sump pump 40 -
applications that require higher head or more flow. 351 -12
Designed around Liberty's unique "Uri-Body' casting, 30 t 11
the 280-Series will Provide years of reliable performance. - t
All Models Feature: 15
t' a
9
• Vortex style impeller 15 -
r a)
UP to Y" Permitting passage of solids m - 6
• 416 stainless steel rotor shaft = 5
10 }3
• Permanently lubricated upper and lower ball beefing f t
• Epoxy powder coat finish 5- 2
• All fasteners -corrosion-resistant stainless steel 0 L L 0 0
• 1 A" Discharge 5 10 15 2026 30 35 4 45 50 55 606570
• Stainless steel bottom screen - U.S. Gallons Per Minute
• Maxim easily removable - - - --4-
Maximum fluid temperature: 140• F. 0 38 78 114 156 192 228 270
280-Series Cord Lengths Liters Per Minute
Motel io' 251(_2)_ _ a5~( 3) -5Z Dimensional Data:
280 3talldard Optional Optional 0 tional Weight: 29 lbs.
281 - - on Height: 13"
---^tltiOptional _ Optional Optiona!_
283 Standard Optional. _ Optional N/A Major Width: 10" (model 287)
I ate stab o tional_ -
10' WA WA _ Minimum sump Diameters:
cord length standard on all module. Few optional Iwlgths• Model 281, 283...14"
add"-2.-3 w-5" suffix to model number.
Example: for model 280 with 35' co Model 287 VMF..,10"
b, order 280.3
Factory switch Model 281, 283 Model 287
Motor specifications settings VMF
hp 60 Hz 3450 RPM Turn on level 13" 9.5"
Oil filled, thermally protected Turn off level 7" 4.0"
(PSC) Permanent Split Capacitor
8.0 amps (115V) The Medal 283 hwures a fully adjustable wide-angle float, Differerltinl
4.0 amps adjustment., can W nwde easily by to
(208/230V) charge pion or other mounting t` r'g the float to the dis-
adiustable. x1 Point. vertical float model 287 is not
6 L. Model280
Y ,'OBI
Manual, Model 281 U-
no switch Wide angle
Model 283 C41 Model 287
I,float switch lVoat swi9ch VMFSerles
with quick- Vertical mag-
disconnect with Series notic float for
I (Piggy-back) Smaller its-
plu P
9 will operate in
a 10" diameter
S w . sump
us Certified
n
&xxnra"am m"z,+A.crw~•wm..man,..u,. n
Liberty pumps • 7000 -Tire------ -
Apple Avenue • 8crgen, New York 14416 • Phone 800-543-2550 Fax (585) www.libertYPumPs•com 49. - 2017
tdlnah M - lin•,tY Hunno,11211
Nl rants nxerved WT2p(;d tyCd/I7
y w,l~ j
I
77 a I
I
~14,}}f$~'~~ (t
K c
E:
I Z ~ I S li
U
b ~ v
JY J
I N I
I
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Na~u
FILEINFORMATION - ~r _
' SYSTEM SPECIFICATIONS
Owner e Septic Tank Capacity
Permit # 7_ / al U NA
Septic Tank Manufacturer 1:1 NA
DESIGN PARAMETERS Effluent Filter Manufacturer
Number of Bedrooms - ' ❑ NA
- J ❑ NA Effluent Filter Model O NA
Number of Commercial Units
8l_NA Pump Tank Capacity
at ❑ NA
i Estimated flow (average) -
aUda Pump Tank Manufacturer ~ NA
Design flow (peak), (Estimated x 1.5) _ _ LJ aUda Pump Manufacturer
Soli Application Ratio / Z' - ❑ NA
al/da /ft' Pump Model _ 30 O NA
Influent/Effluent Quality Monthly average' Pretreatment Unit
Fats, Oil & Grease (FOG) st0 mg/L ❑ Sand/GMvel Fitter ❑ Peat Filter
Biochemical Oxygen Dernand (BODJ s220 mg/L ❑ Mechanical Aeration ❑ Welland
Total Suspended Solids (TSS) s150 mall El Disinfection O Other
Pretreated Effluent Quality F3 NA Monthly average'' Manufacturer -
Biochemical Oxygen Demand (BODE) s30 mg/L ❑I In-ground (gra
Total Suspended Solids vhb') ❑ In-ground (pressurized)
(TSS 9rd :;30 mg/L ❑ Al-grade -Mound
Fetal Coliform (geometric mean) ) _ s10' cfu/ fu/100m1 ❑ Drip-line 11 Other.
Maximum Effluent Particle Size , inchdiameter
values lypical too drmrstic (rwn.eorrmenial) wastewater and
aped tank nk nhc ef efl:uonL
MAINTENANCE SCHEDULE values rypksl for pretreated wastewater.
Service Event Service Frequency
Inspect condition of tank(s) At least once every ❑ months ear s
_ ~y (Maximum 3 yrs.)
Pump out contents of tank(s) When combined sludge and scum equals one-third of tank volume
Inspect dispersal cell(s) At least once eve
ry ~ ❑ months eaQs) (Maximum 3 yrs.)
Clean effluent filter At least once every O months ear(s)
Inspect pump, pump controls & alarm At least once every J ❑ month year(s) ❑ NA
Flush laterals and pressure test - - -
At least once every f, ❑ months year(s) 0 NA
OaMr.
Al least once every ❑ months U year(s) 11 NA
Other.
At least once every O months ❑ year(s) ❑ NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be made by an Individual carrying one of the following licenses or
certifications: Master Plumber, Master Plumber Restricted Sewer, POW IS Inspector, POWTS Maintainer, Septage
Servicing Operator. Tank inspections must Include a visual Inspection of the tank(s) to identify any missing or broken
hardware, Identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up
or poding of effluent on the ground surface. Tile dispersal cell(s) shall be visually inspected to check the effluent levels
in the observation pipes and to check for any ponding of effluent on the ground surface. The pending of effluent on the
ground surface may indicate a failing condition and requires the Immediate notification of the kx; l regulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third (g) or more of the tank volume, the
entire contents of the tank shall be removed by a Septage Servicing Operate., and disposed of in accordance with Or NR
113, Wisconsin Administrative Code
The servicing of effluent filters, meth nical or pressurized POINTS components, pretreatfinent components, and any
other maintenance or monitoring at ittervais of 12 months or less shall be performed by a certified POINTS Maintainer.
A servicg report shall be provided to the local regulatory authority within 10 days of completion of any service event.
START UP AND OPERATION
For new construction, prior to use of time POW TS check treatment tank(s) for the presence of painting products or other
chemicals that may impede, the treatment process and/or damage lire dispersal cell(s). If high concentrations are
detected have the Contents of the tank(s) removed by a septage servicing operator prior to use.
~~fi
page_ of
START UP AND OPERATION
Fa new consliuclton, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals th..t
may impede the treatment process Badger damage the dispersal cell(s). it high concentrations are detected have the contents of :ha
tank(s) removed by a seplage servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
Owing power outages pump tanks may 511 above normal highwater levels. When power is restored the excess wastewater will La
discharged to the dispersal twill(s) In one large doss, ovedoading the ce'I(s) and may result in the backup or surface discharge of efluenp.
To avoid this situation have the contents of the pump lank removed by a Soptage Servicing Operator prior to restoring power to tine
effluent pump or contact a Plumber or POWTS Maintainar tt 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 coils. Do not drive or park over, or otherwise disturb or compact, the area withln
15 feet down slope of any mound or al-grade soil absorutior. area.
Reduction or elimination of the following from the wastewater stream may Improve the cerfonnance and prolong the We of the POWL3;
antibiotics; baby wipes; cigarette butts; condoms; cotton swees; degreasers; dental floss; diapers; disinfectants; fag; foundation drain
(sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting productis;
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fulls and/or is permanently taken out of service the following steps shall be taken to insure that the system is propetiy
and safely abandoned In compliance with chaptni Comm 83.33. Wisconsin Administrative Code'
• All piping to ranks and pits shall be disconrecled and the abandoned pipe openings sealed.
• The contents of all tanks and pits shell be removed and properly disposed of by a Sopiage Servicing Operator
• After pumping, all tanks and pits shall be excavated and rP.moveo or their oovers removed and the void space fined with soil
gravel or another inert solid material.
CONTINGENCY PLAN
If the POINTS falls and cannot be repaired the folowing measures have been, or must be taken, to provide a code compllont
rePacement system:
❑ A suitable replacement area ties been evaluated and may be unlizoo for the location of a repiacement soil adsorption system.
The replacement area should be protected front disturbance and compaction and should not be infringed upon by requiied
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the neled
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules; in
affect at that time,
❑ A suitable replacement area is not ava table due to setback and/or sell limitations. Bening advances In POWTS technology a
holding tank may be installed as o last rosert to replace rho failed POW'TS.
T "fns site has not boon evaluated to Identify a suitable replacement area. Upon !allure of the POWTS a sou and site evaluation
must be perfonned to locate a suitable replacement area, if no replacement area s available a holding lank may be Installed, as
a last resort to replace the failed POWfS.
XMound and et-grade soil absorption systems may be reconstructed ir. piece following removal of the biomat at the inNtrawit
surface. Reconstr.tcticns of such systems roust 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 Ok A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER ~~11
Name s~iu...~n i / Name S /sL~
Phone _Phone
SEPTAGE SERVICING OPERATOR P MPER LOCAL REGULATORY AUTHORITY
Name ✓ 7. Name ' n
Phone //J 1 C, ~V7 J - -Phone r Xl1 .9 / Z` L)
tnls cocament 49e5 drafted n aompllenco corn cFapter SPS 393.22(2)(d)(')(d)&(p end'~383. 54l T. (2) S (3), Wiscxxrsm Adminatrobve Code.
r
(31 0
44- 7-211 C- j - ~ - /
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildirvjs
in accordance with Comm 85. Wis. Adm. Code
S f `
Attach complete site plan on paper not less than 8 tit x 11 inches in size. Plan must County r
fJ I ~
include, but not limited to vertical and horizontal reference point (BM). deecLoa and Parcel ID.^ )~J
percent slope. scale or dimensions. north arrow. and location and distance to nearest road. . `1 / G -
Please print all information. Row ed by Dale
Personal u Wi19lWn you womde meY"used fore ,,oary purposes(Pins<y Lew.s 15 Os 11) (m)) 4
Prop" Owner Property Location 1 01
G e Govt- Lot114 V4 , j T z~ N R E (4W
Prupeq Oi+ners ailing Ad a Lot b Block a S1bd. Name or CSA
city ^ State Zip Code Phone Number ❑ City ❑ Village latown Near t Road
-New ConsWaion Use-)Z~Resideniial / Number of bedrooms Code derived design Row rate yJZ? GPO
❑ Replacement qq/ ❑ Public or commercial - Describe:
Parent material C .ZV_ Flood Plain elevation if applicable x.r / / f- _ R.
General comments
and room mrerdations.
System Type _
rSy,tem Clevahon ~d
F 1-1 Boring p L' 1-Boring /
❑ Pit Ground surface elev. R. Depth to limiting fader in.
Sal Application Rate
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOtW
In. Mansell Ou. Sz- Cont. Color Gr. Sz Sh. 'Effg1 'Efftt2
viz r' r S
Boring u -IETBoring
❑ Pit Ground surface elev//_ _ R. Depth to limiting fads 21 in.
Suit Application Rate
Honzon Dept, Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPWI?
in. Munsell Ou. Sz. Cont. Color Gr. Sit Sh. 'ERnt 'EffC2
19
vz-
Effluent p1 = BOO. > 30 < 220 nxyL and TSS >30 < 150 ' Effluent #2 = BOD. < 30 ngrL and TSS < 30 mprl
CST Name (Please Print) S1 CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Fvaluatmfl 2orducter. Telephnne Number
1432 120th SI, New Richmond, WI 54017 ` - / 715-246-4516
Property Owner Parrxl ID # Page - of
Boring# Boring / J
❑ pit Ground surface elev. G n Depth to limiting factor ~ ~ n,
Sal liplion Rate
Hor ron Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPON
in Mansell Do Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 'Eff#2
G 7s c h r i
I
I
Boring # ❑ Boring _
❑ Pit Ground surface elev ft. Depth to limiting factor in. Soil lication Rate
Hodzm Depth Dominant Cola Redox Description Texture Structure Catsistence. Boundary Roots GPOM
in. Munsoll Do. Sz. Cont. Color Gr. Sz. Sh. 'Ef1#1 'EB#2
Boring
Boring # Grouts surface elev. ft. Depth to IirtWrg factor
El in.
Pit Soil Application Rate
Horizon -)epth Dominant Cola Radox Description Texture Structure Consistence Boundary Roots GPDfff
in Munsell Ou. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 'Efl#2
Effluent #1 = SOD, > 30 1220 mq'L wid TSS -30 1150 mgt ' Effluent #2 = BODY 130 mgll and TSS < 30 mg,'L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format. please contact the department at 608-266-3151 or TTY 608-264-8777.
suu a)?n ix ~.ni
property Owror parse. !D #
(f''----
Patio
- 01 Owng J] ] ❑ pit Gruurq surface elev, lex!' ~ it Depin to wtyerig fador 1? 5- in.
ROdzwt Deem r areinent Color SOP iartf n Rate
Itedoz WsrnWcrt Texture SWCnxe Consistence Boundary Rook GPDM
•'t. Mansell Ou Sz. Coal. color
Cx, Sz. $h 'Eft#t 'E1192
I I Bonng# ❑ Bnnng
-1 ❑ pit Ground surfaceolev Dopm to Ivr4ting New n, bon
Hcd n Depth Dominant Color Redox Description Texture Soucaae (:uncistence Boundary Roots Sai GPDM Rate
in. Mansell Ou Sz. Cont Color
Gr. Sz. Sh. •E!#1 •ER#2
Boring # ❑ Boring
❑ Rt Ground surface elev. fl. Depth to IimiMg factor in.
Honzoa 'lepm Dominant CdOr Redox Description. Texture Struero Corufstence
Boundary Roots SDI iDN Rate
m. Munsell Ou Sz. Cont Color
Cit. Sz Sh. 'EA#1 '
Efr#2
LTuent #1 = BODE > 30 1220 my'L and TSS 130 1150 ny#L 'Effluent #'2 a BODi 130 msyl and T$$ :j 30 nWL
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an altemate fomlat, please contact the department at 608.266-3151 or TTY 608-264-8777.
WDUM(R 6911
Soil Test Plot Pl 1
Project Name Oevering Homes S, ,tun Bird
Address 1433 Cernohous Ave Suite A
New Richmond Wi 54017 S,l.Nf u,,....fl
Lot 27 Subdivision Farmview Ridge Dke 512:19
S W 1/4 NE 1/4S 5 T 29 N/1117 W Township Hammond
Boring Q Well PL Property Line County ST. CROIX
BNf or VRp Assume Elevation 100 ft. Top of survey iron
System Elevation 102.5 *HRPSame as Benchmark
Scale is F= 40'
unless otherwise
Property Line noted
1.5 Acre Lot
167th St.
B-2
13
B-3 ❑
700 Slope
0 40' 80'
❑ 1 1 1
B-1
Scale = 1i4" 10'
B.M.* N 100' 101' 102'
~ 103'
200'
422' Property Line
=`ety wo BuOtN Div sar
16 2018 201 lrJdShilgt0. Ave C. RO%' cazul.-, Yrlm: Vu:neer nt :x hl:d u. by .
v~ <QS~1 PD ndls~n.AJI 53'17- ..02
aar -r• JL1V Ir nvw'tNt :ur_: t
n
- Sinitafti pciIDJt 'application
f I i. tr trtut c _ -
Ira,uNan rho n ":.n
gt.tra : r t.I w:mu rqc. ,dlss n, diifart lilac :n.nur=adArcSu
vnu a n s' 4: ut t n 1 n- tot [xc Ira P
<Ih'pcn:rnt t L^:S ~Id I c'i. ix etc r :.ilr:atm . 'i.ic yl c~d.:x so m~.al~/~t~
vT hz 1 , nf, w ma o r
l ~pp~r atlon I Ln futrinn Plca>v Print All Inrunnaiiao
_ } pn Ilem L:cauor.
o%F Irlallnlr A W n55 4' j c ~
' (//J (ii 2 1
JL1~ ~ 1t
o a_'.^" f o , :I. -v!« 'LOtc nont:.ct
W-7 IV
II. f pe nt 6nAAing 1<hcd all at a s St'~.w1 Pm ~:unx
r lu1?P..nily D'.vc!fi1 --N .u:-•:fbe aant _ - / ,J y~/9~✓
1-0
e-b
1'Lle r)xncd-1:•-',orlbc 1.-~
x 57
'{I. y (Cheek Only ono box nn line A. omplrfr line BIf IV -cab I
_ V eIiDL TD Lx:Qi:l° 551^n IC%p:1u1y
A. - _v..c t 7 W ue'aL r ~nrn.: mlv -lhz f'v!n r
rw S,. s:rn: J 7igd.w:.mm'>.•>t-rr T .
[TrcT1:at Y::mn N,mixt ana f}lck
I.17rlut. h--vr m r to G
utRcnrw r r _'1"lU~sL
3<rc t.+^naltu 1 ~ _ I_ - V%/7y _rJ
I~'.ljpe of PO\\-r_b SWtem ComPmtcnt DCr Ive / r: apLrlTl. - - - /L'~'•+~
'i u u[ . unyh c \ , --4 to n; ce tatd< 1 ' I
Non Per' ci- A Ir hos,c 1 m -
i.:ld Tank (>tbr-lypct¢al t. m oe't ^'u .onl
\ ll ~sen91 treatment \ ca InfurMahun- _ U t.ai Ar -r cc fl »n:ryEl-v;:ur((::
as ::r p 1 r)s 1 Soil 4t l h azt, a-s: 1. ' L'c;, n..l ca
l -j :..,p• d
~ ~ /~1~ a 1 I, _r ufa3urn ~
rt
~i n.' m Tu:el
V1. I alit, Into
1 W . rl: ~ L:~Qir[I•... ~ ~ i ~ I ',Ili I ~ ~ L y ~ n
i t a,I r 6 -
\'TI. Re pauslhtht} )ta[rmc - 1 ll c i n lemened, emn -'I...... ibillt' for installatiun of the s oN'TS shown on the Itached plan, -
- P'utcF NT~tl 1.f P'AL [ a.~.,c~ 6wmcs. ?nan- [vmn
horn. t an TLU ~ I ~ ~ ~ n~4 ~ (r
N _ ell% C tc Only
y 'suery;u:ug .,aa ♦isnanne
I n i S G'{d iZ~z~~~L _ t
\ 111 Otto -MYx aq&.ol for 1)6approral 9 QJI\bL4~.f t11~1 P-~ (a :SLR. 1~4..J
1. SepLctark,CrAuOmldla t.rti J
O;ecrr.':, erl1 oust all bE s :,•.ie -'nlt`g,, a /w+
As pwr7al ye nan [ plzn74nOM W yi.+.n a
,
2. All c~.k rec.. Mt tYrs mlal t t.c ri. ,r f ~ / BJ t f / -
pekwl'erlbl~fY'J 1•ft(.AIGFi (~2(F• _ h-
grbd«..olpr, 1A- C. a+u.t I'mulryool.nwpawn<nn+x RIEaP,mre'u<sYr L+M.~I
•sr.o-~~;~ 11:'1;
System PLOT PLAN
PRO.HICF Oeverino Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
SW 114 NE 1;4S 5 !T 29 N, R N1 TOWN Hammond C'OCV'I'1' ST. CROIX
Sl'S'fEA1 RLFV,1TtON 112.2' LT sa~~d !i'tl 12/20/18 BEDROOM 3
DA'I'S
CONVENTIONAL A'1'-GRADE CONVENTIONAL LIFT HOLDING 'TAKE
MOUND )XX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SI L C30
:
HOLDING TANK SIZE LOAD RA'Z'E 1 0 ABSORPTION AREA 456 S of ehumbers none
fr11, BENCHMARK V.R.P. Top o' survey iron ASSUME FLLv'AT10N 100' Filter Liictime Filter
LJ BOREHOLE ~ W. R.P. Same as oercnmark
229 PrcpE"v Scale = 1/411 = 10'
.65 Acre _ot
We]. is to meet all WDN?
cc,ha~kc
Grading is to bo to
dive-: run-off away torn
system
03
` Bedroom
kouse
167th St.
5 td.'
Huf`cutt CernLo Tank
Area 15' below
system is to
romair
undisturoed 8 - 1
B 3
423' Prooertv Line
e siope
109 1,3
_ 110.5'
11,,8-2
i
1
0= INUUSTRY SFRVICES
2331 SAN . JIS PL
Ol iiAY LVI `4304-52' 1
Cort l Ilruujl Relay
PS hnit I1Isas wrguviPr~grors nc'usVy> rviccs
lvns wisccns.n {lo.
i
Scott Walker. Governor
Laura Gutierrez. Secretary
Ucecmhcr _ab. _s0; ti
CONDITIONAL NPPRON %1.
1'LlINAPPRON kI.I'.XI'IRES._'i2r',.I
Plau Reciv%s: I,%\, s 12' N(l'i It C
SI IAI''s R BIRD
: 112 1 a_lu§ S1
Ncl KiArlion<.' VPI 51':!I'
Si FE: Ill cril IItal
Saint Croix Counts
To-,N 1 of 1Iam:tIo;:.i
VIour¢: (An ^OnclL1 Manual Ver. 2.0. SDD-I0691-!'
k N.111 M. K 111 12,
I'll . Distri`u.lion Comporcn: b(,nna.i V:r. 2.u.
SHIM11711G P:\,Iil:n:, R Ura
Pestripliorr: 1511 GNU Herlromm- New ( mrvrarlion)
bfailcrafl Rcyuirecl
the s,ILnliU l descr ihal aho i h::N :.-~:n Ic" I I.:nlel l i ill-I'l .~hlr ll i~a,:ui r :%,Ilu.nl tru;i•.c l odr,
:nxl W:,+cnmi:I sulluics. I he sul.n P.ul 'r:u brclt C 0A1)1 11UN'AI.I. 1' ,A1'1'1?0V I.D. Ihi _jsltlln i•, to L:
0,nztnlcted and located in tlc.urdxcx :sith the enck'sed ai•Iroved pLul. and:.'.lh al;p Como°nn, nl mculu,:as1
lel rneetl aharr.'I he mmIr.:u 110ined in cl•ap;a 101.011 1111. \l'iscorlvin Slatuwu . is rc.pol'aihk for eulnp'iance
•nidt as codc rcquireaenls.
No ptn'Nxnl I:ms' n-:'l,ge ill it, %wrk Ill I?h~all,l rll' ill Ili c Stale un.'cNS lieensed 0.1 de, sit h. IIIe Dve I:Ir'Inl Cll ncr 11-l
NLHIi.
I he liilh?•s ill:otldt ion'. %hall he mart drain,' constr'.IC:ion or installation am". prior to occupanC.y or u.c:
• Presen a dispcrsd area ;a'in:' and durine cunslruclinn w asoid distur^arl compaction and use III 'l <.te.
It NN ith new construction; fI is r,:con•n'.andrd no: to,t0ivnc the pump in the dose lanl, rln:il the lal :n'e
pempuJ prior' to hullickMI'er oceel,_n:a.
It R'aslewater genera Ied from contractors Ceilt of ,yu:pmcn: al:d hloIs alidor Ic:i over cunstrocI ion
products Nh;dl no; be IC-h;n al Alto :I'c drain, do h neic . to the pri, arc umilc 's,at n:IR•r Ire;:urlenl ssstum
I PONA I S1. Wade :x ncrotcki 4all tic prop,:VIN &spuud cl an-sitc or alh site.
It Ant, fall grasses, leaves and shrubs hall hd an short and revlo»ed prior it) l, I`l: curfiwc ti,r instal hn ion to
liras cut l l ;tlim und', lite'4ispe,N:a all .\II loose or ,av-- n a cri;:l to be remitted Rum mound ;n~ca.
• Dil ell surface water from POK *11; Ark it.
• Prior to consU-urliun of the dispersal area, chl•c'k the moisture contrnl w (he Noil to.t dep:1l of S' inchcs.
smcar:np and compact ic, )(•r:0 SOi; o:111 mull i r Icjlwin, the iu 111:r,r6or I. apacii% I, I*tw .oi!. Proper soil
illuislr'r conlena call he &Icl licl : IN rullinp It Noil 4.on7Q ICI:wer.:hc hands. II*.1 -,,It, I:IIU :I 1: 4 iilel' %\ire,
I'I, si IC i. t14, •s(I Io pi ';p. II c I'iI,-ullll,l; c lc I( p:'.r; Ilion 1_'I V td. I: tl•.c •.:tc is I,,,, o:0 P., pIV ItnI-V ,lu 'It 4t
pi -VB (d argil II dreg..
• All piping .:1,:11 conGlrnl to S] IS I ahle 3F4.30-3 and 51'S'I able :384.30-5
• Insulate huiMWg server beyond 3u No ps Slh 38130 111 )K I
• Well selbaclks In meet Js. Nli 81 1& 81'
• Iauls Installation :o fi,llols a1: ruuwtaarure's rceorunendations.
• S1'S 383.54(l)(r) the manay irvill plan Iota 1101A' I S shall c~ecitieally address the serv icing mechanics of an
rslhie 1.1 nacrahic a'eaunem UK or a holding lank n here zither of the 1611 ••ving condi:io:ls edsl:
I.'1 he bo¢nnl of :he tank is loca ed more than 15 Net heron: the elevation v:here [lie ,a%iehig pad is :ocated.
2.'I he holtom kit the tank is located more than 150 feet :nori/oniails fi-olr, uhare nw c,-rv ieina nad is'oC INN.
• \'t•rifp property line(s) prior :o hwallWion.
• Pmup Floals to he set and verified per approved plan. Any changes may result in pump ref ing to meet
I Dil and GfDI Specifications.
• .I, 11'A nc rsrlq,"d i.. ,1 , I._ i a u.I Fa ,Ii. I'_'. i'i it I
I rv.-I..r. Per i. 1
Owner Responsibilities
• the currcnl owner, and each subsequent ossna. shat; mask c a co^p of d is Iota Ncluln insu'uctions I-chiq
[n proper usr ;unl mac menand of the ,ti s[anl. 0•.sncrn shall reccicc a cope o1 :L•c :glrropri;ne u1,e:;ilion :ma
:nninlen:ulec mmraal anJ`or nssncr's nr:nunl 'i,r the IIO1% I S dcscihed in :his arpruval SP5 383.SA(I).
• In the event I Iis Dui! .II r.p:ion ,)sl•.n. or and of n; eumi:oncrt p;.r:. nl:dn ts.itnts sa s lu crc:Itc a hs:da:
'l .zar;i, l'.1.. plopcn;: ors ncr mast :i?L'ov: the a?ntin;,cm:, I,hu „ul:.rih;.l :I::hr aPI.IV,cJ plaes.
A Cory ul the ap;.roerd plain spccilir,: I xls .:n;.' :his I tl :r shall h n->i'.:::.u IT- ccns:raetion and opcr to
in%pe(I ion by atnftori4•d rCrresclllll l l\Vs of :he I)eparhl IV n I.%% II I nl: n' iI), I,:, increctors. All rQnli is
required ha die state or the .ocal m.unici;%lin) sha:1 be ohtainod prior :o eanvlxnecmcut of
conslnnn ion?i nslallation-*opelntion.
In grtmlirg Illis aaprov:d d+c Ilivision of*lnduslrs Sercicer reserves the riehl to require changes or additions should
conailions -arise making them necnsar. Idr (Tole corlpliance. As rer state stars 101. 12121. nothing in this to ioa
0,111 relieve the dc,igrer nl the responsihhils Idr de i ring a sale building., slruelurv. or ow;:anent.
Inquiries concerning :his corrnponJcluc rlav he roads to me a: the tek:planc rlunlher listed hclolc. oI it the address
on this :cacrhold.
'I he a^m'e lea addressee shall provide a cape of this letter and the POW 'I S nlan.:.aucnl °Len to the sinner and fans.
others who are responsihle R,r the insla:lation. operation or Inain:enarce: ofille 1'011I S.
SinvwvQ.
~1m \•LLilder I.eesl
PrKale Se"age PI:m Kev islscr. 10 isiou of IndjAry Services
192111192-2214 . ]ton. Fri. 6:00 a.m. - 3:30 p.m.
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715.246-4516 JJ
Date: 12120/18
Owncr:Oevering Homes
Location: SW1?4 NE 1;4 S5 T29N,R17W 1172 167th st. Hammond
Manuals Used: Mound Component Manual Version 2.0 (N.01101, R. 10112)
Pressure Distribution Manual Version 2.0 (N.01?01 R. 10112)
Paget!
1. Cover Page
2. Mound Plot Plan
3. Mound Cross Section
4. Pipe Cross Section?Pipe Layout
5. Pump Chamber Cross Section
6. Pump Curve
7. Filler Specifications a i c oss section
'
Shaun Bird
Signature
License number 225900
Page 1 of 7
System PLOT PLAN
ptto.fLcr Oevenno Homes ADDRESS 1433 Ce•nohois Ave Su to A New Richmond V:'i 5(017
SW 1;4 NE 1145 5 ;'f 29 Nllt 17 w I'O:VT Harnnlond COUNTY ST. CROIX
SN S'I ENI ELEVnr ION 112.2' 1.7' Sand lift! 12:201:1 8 I56:UK00\I 3
DATE
CONVENTIONAL A'1'-GRADE CONVENI'IONAI, LIpT HOLDING 'L'ANK
1000 gallons L1F'r TANK SIZE DOSE TANK sIZE 630
N10INp XXX tiGP'I'IC TANK SV',G.
HOLDING TANK SIZE LOAD RATE 1.0 AlISORPTION AREA 456 If of chambers none
ItENCIINIARK V.R.P. Top of survey iron ASStINIE I'VEVA HON ton' Filter Lifetime Filter
❑ BOREDOI V O \V'fa•l. +l sarneasoo'lcnmark
"q' Property fine Scale = 114" = 10'
1.65 Acre Lot Well is to meet all %NDNH
setbacks
Grading is to be done to
divert run-off a:vay from
system
Pro 3
Bedroom
House
167th St,
B, 1A.,
Huffcuit Combo Tank
Area 15 be!ow
system s to
remain
undisturbed B - 1
B-3
423' Pro Orly I in(,,
8`ib Slope
1C9' 110
1 10 .
6
1'1 B-2
N901,111d System Cross Section and Plan ViCW
T . Dimension
~ Feel
l; t \ t , 3
T I.~ I f3-/?~--I
I I f) IL,
- J
T t c~ . s
t\ t~ 1 k ~ a
-K
- 1 - I opsoi l ASTM -t in s h. -FO p~-,
I I (',It) Nk4m:al
_ ~a.ud till ? ut, t..a ohsemition 11111u
tl~alestiic G II
Slopc Direction
~s
GVAERAL INSI'At.I:,MON: I ite nxauu.: ,-l :s staked out It nE JeS'J
v:gcwtion is mowed and raked of-_the silc. The mound has al area I;I_ x N') is piowed wSth a maldhoard 1:
chisel plow. Plowing naay not proceed if the sail is wrl enough at the plow depth to fenu it ii inch soil wire
teen a sample is rolic;l between the patens of the hands. ASTyi C-" I quality sand is placed immediately
'.ier plowirr,,t. Sand is placed wide a tracked machine keepin, 12 or store inches at ,anal under the tracks or
1< placed overhead he a hackhoe. Special care must he Used .then placing sand of less than one loot
:ttickness to mininwc :onipaction of the plowcti surface. Alter the topsoil cap is placed. the entire mound
i, seeded and mulched to promote vegetative gro•.vth, limn erosion and protect lion frccAug. Ilse
obh ervation pipes are slotted in the lower 6 inches and secured in place with rehar or it closet flange.
U!?th !gi P°cc ui
Pressure I :ateral Layout
Two Laterals F.nd Mani fold
l_,,i ~ l I~,c;rit•;i
L. ,
t:Ie.,n:~nt
M
_J1
t
force A'laiu: SccI I
[li
~ ~ ~ 13ts'.tl
n
yt lt, i , ,
ion Ne ro_rk Srccitications Pressure System Construction
I)KtYll)11~
~I atell 1)1Ina to
Alanltnld lliamct~r ~ In. _I I tel h wrc constructed of Schedule 40 PVC
onlice- Diameter 3 ~1 b In pipe Orifices are th Iled pcrpendiculal to I
X (Orifice Spacing) y In. f the pipe with it sharp drill bit and face down
L,Laleral I.enuth) I oral turn ups terminate wish it threaded
NI Ib1 mdold Length-) ~ L~ hL clear,out plug and are enclosed m a 6-8 inch
Foue Main Ih°oneter Z. 711 dnmelcr Inwn sprinkle. calve b,~~ iccrs>ihl:
Po~;c %I
am L cnpt::
hit I::ch Lawn
Spiittkl~r
itox 1
i 1\
hiaC Of
Q;;f;j I;