HomeMy WebLinkAbout022-1041-10-0805.mre11 mOa o&Gunman, PRIVATE SEWAGE SYSTEM SL Croix
INSPECTION REPORT SolPmme NO
GENERALINFORMATION (ATTACH TO PERMIT) 31, own to Na. 615352
Antlrea BChristopher Carpenter •ry om TOWN OF KINNICKINNIC 022-1041-10-080
GET BM eev. P/00 Oa e.mPra.:�J i Anal WrN•15.28.NO
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TANK INFORMATION ELEVATION DATA
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DI,nSIONOFINDUSTRY SOANT ES
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Diventaidan.Secortary
June 14, 2019
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 302I-06-14
Plan Review: PWTSA61900MEC
RYAN GARY BECHEL
391 CANNON VIEW DR
RED WING Minnesota 55066
SITE:
Andrea Carpenter
TBD Old Cementry Road River Falls, WI
Saint Croix
Kinnickinnm
IOR:
Obj,E Type EZnow Mound Component Manual, (R 7/12)
OnjuNt Type Pressure Dianibution Component Manual —Ver.20,
UIonsiglwo 60 fPD SB0.10706-P her NI,R 10/12)
\ I...nce Requited
The aubmipal described above has been reviewed form. formance Arab applicable Wisconsin Arm .... malive Codes
and W'illmo n SYWks. The alliance has been CONDITIONALLY APPROVED. This system is to be
God and mcOed mg aordanee both the encl.ad approved,am plans andany component manml(st
rref constructed
anwo The easier, D defined In chapter 10101(10),w amen slim; is responsible far mmphwee
with a0 As reynlrememe
No person may enrage In orwork at plumbing in the spite anti licensed tab do or by the Department per i 14506,
line
The f0llown canditi0nsshall be met during wnar ion or installation and plot o nuupunuv or use
no sawarm in be wnNubcd and located In wmtdancevNM1 the approved plans and with the "Pressure
Dianibution Component For ... 1 for Private Onsite Waspwatcr Treatment Systems VITI E,0" GLUM 06-P
(NVIAD
This sysem is to be ewamaed and locaed In accordance with the approved plats and o;m the EZnow, Mound
e Component somah lR]/12)
A copy of Late appro..I plans, specifications and this IetW shall be on -silo during com m um, bad open to
mspealon by win mtrN representaives of the Department which may Include both inspmlmz All permiss
rc pmool by the ammnhe local rannlupaids shall M planned priono mmai nelpi of
conNoabNnnallaloNopera4on.
m Cumming this eppronl the Division Of Imuetry Serviel "Imes the rigor to «quart Changes or additions remold
Condit, as arise making them rovesrary 6[ code compliance, Asper state arms 101. Q(ZL norh Ing In this review
mall bull the designer of the rayons fuy for designing a safe build In& apardi or Component.
Ingeiria Convening this correspondence muy be made to me at telephone number listed below, or at the address
on th'u letterhead.
The above left addressee shall provide a cost, of this letter and thePO)VTS management yarn m the owner and arty
Oil who are reasonable for the installation, opcmlion or maintenance of the POW PS.
Sincerely,
various, Allrn Jar
Wastaboorroper aperitif Division Of ha Smiccs
(7I5)340.0407
Fox oC_
m granting this appeased me A... idea foul vv sery rvee the right to mail mange or addi4ns dead
coada,111war maklog them total for Ads translates, Psmar Tare sorts 101. 11(2), nolbmis an this review
a1a11 retie., the designer of the resimmiliairy for designing aset building, snacmrq or Command,
Too.... made drys cmrtapwdwc may be made w me at thereephane number listed below, of ad Oe amd,ss
on this smartest
The all left add ..... .hal unusual a map mthis IMcr and the POWT3 management plan in the owner and wy
adders who areresponsible for me'msullaioa, opl or usua nce of me POWTS.
Smeraty
MaMew Allen mass,
Warmionter Spoelalbt Divrcanof lndumy gwmm
(915)3400107
QADVANCED
ENVIRONMENTAL
PmpeM Done. Chris and Andrea Carpenter Phone :(651)283-5520 Dete: 0509119
Site Address. TEO Old Cendearry RD, River Falls, WI
11,704A
Paye:2
Site Plan
APPROVED
Page:
3
Management Plan
DI or 6AFEW AND PROFEaIDNAL
seahDES
INDUSTRYSERVICEs
Page:4
Management Plan
Edge:
5
System Design Summarle
Edge:
6
Mound Design Worksheet
ARE c(DRRaePUNDENCE
Page:
]
Mound Design Worksheet
Page:
8
Mound Design Worksheet
Edge:
9
Pressure Distribution Design
Page:
10
Pressure Distribution Design
Page:
11
Pump Design
. 0
Nsc kr
Page:
R
Dose Tank
*
Page:
13
Tank Specifications
_�
RTAN G.
BECNEL
c
Page:
14
Mound Material Estimates
D-2263-7
Page:
15
R'Fr+I.«r., boa f ✓neIre�
- RED WING
NN
Page:
16
euRdl.,.F�n
cs
,cee, OfSIONF,QA°
Page:
17
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EOmpaaent Manuals: 59P I0691-P Mound D401/01; R, lot 12)
$RP 107Po P Andiddre Distribution IN.01/01; Rd0/II)
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Dexmner smam nre: � Dete: SI292019
ADVANCED ENVIRONMENTAL LLC
A 1Garden Nnnl? Red COLA No5NER5
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Management Plan
no men,p Pon ¢aryor relb9krm rsMllc spdm.
Oal nap be Polaroid n"'¢ wma..wmemlaska must gib: +�rranby, rnme.pa¢ am6ee Pmre
m.krc.m¢rorm.,.anmv,ner. npmeaen a��mwwe.k¢,Nponnmym.,...,.,nu¢lu gel a4a,.mla,,.nm r titan medrer
I. Keep this Management Plan win your Si System Owners Guide.
lr� Keep copies Of all pumping recwtls, maintenance addresser and repair Invades wto this document.
e Review this document with your maintenance professional at sea visit', discuss any changes in Product use,
acdivpies, orwatet-use appliances.
Management Frequency
My woman needsan ape Iran
s Wo,rdFrepuercg
CM1eIXercry
36 s
every 36 most
awwLIal k0Vt Rep Frep uenry.
G,diiv
36 ms
Design ParambeffleelStressed
Sectrometer
Number of Bedrooms
OnerignFlaw 0J
5011ammig Rate(gpolfl
s
600
a
Septic Tank ManWadurer
Sapolc Tank Capacity
Effluent Filter Manufacturer
&Motlel
Pump Tank Manufacturer
Pump Tank Capacity
Pump Manufacturer
&Motlel
dispersal Cell Type
Pretreatment Unit CC armignn
Vile",
1300
PoeylarrAN
Winer
a00
Per resourceTreafetl
Mound
X1
Standard EMuenf Oualdy EXlumt1
General Gonen Got (DOD) no mgn_
Total expand Shcde(hired 150 mgy1
en(FOG) 30 mall
EfllUe0lsO0allTy -
aloloylpal O+sgmoemem lino) -mall
run MM SOME¢ old -marl
a1015, Gremes(FOG) my1
Max Effluent partite Sze In 12 -
Regularly chew ter War or synpy sod amend our antl
nerargenf area. Om(act maze pmvitl ,vWsun and.
G ,tI lOumwonO enlmrla (gnpMrs 910urMM1rys, ek)
K60P tikes, renklea srmwmnbps and aOer Pei off
lrealmenlere,.
alavor nlad ypulaervloepmlesslpnalllanyelerm
signaler.
um Fdrer- Blankter Imt6v'WuPanddeanwMnne ssan,
If you do not have me rdo me after mapping mrsoraw
EnWanr Haar-rb d and creep Mire par near at
mneri
cape -a kacuremetancapsand interere inlaclandm
panindeed be damage0 caps often. Or wrepHce
-clreNslutlge%tt'uMeflluen( snarls in
716WI psea ends ruallano evemals water
add to system design no,.
nodded and effluent temremwre in lank
Page 3
MAINTENANCE INSTRUCTIONS
go
handfulouanxsa.E oiacelsal Aire anal)off mass by an appear, lr ncen¢ee inamiaoal or emme¢e. rani in¢petlion¢
must nclude a visual msprock n at tandin to laemny any mining or broken hardware leemm any cracks or leaks.
ore me remand or combined game and mum. and to puma he any backup or pending or effluent on the gmuna surface.
access Openings used far aconite and assessment shall be sealed watenlgm upon completion of server Wrote¢ Any
EoanWdefedive access openings must m replaweI mmedla ly.
The did mml cut¢) shall be vlaualp Inspected to meek the effluent Nveb an the chemical pipes and W dretll far any
F gplrese Mmeu tit on
donhn e surface
mdevea wading of Formaleffluent
on me ground guffaw may Indicate a filled condition that
Tanks mast be pumped when sludge accumulation Ia"Min TO Inches of bottom of the outlet Wore, or whenever the mum
layers Winn l mass of the Wttom of me Dwlet bame. m no nee shall equal sludge and mum volume Occupy greater man
25%ofthe tanks liquid capamer.
The effluent firer shall be hall as necessary to ensure proper operationThe filter added not removed naked
alerts me filler eneI be retain
ery tion if me the task
that may
clommouely her
removal
e m filter
e nrdice a fume now¢ or an
impending overhaul alarm.
PmireaMent components shall Ee maintained and serviced by a Bounded septic professional according m the manufacturers
recommeneauons. START-UP B OPERATION
Fond sn enotpriorresv¢temoperatlon, orb do pimpump tanks foe fine damage an assume producer or o0er
chemicals that may lmpeae the treatment process Come damage the mspstal cells. If high mncenirauons am detected,
have me contents of the Tank removed by a licensed septic professional p tlor m u as
System stall -up shall not occur wfinen soils are frcmn at the infiltrative younger
During oche es, pump tanks may fill above normal high water levels term system umsing pumps. When power is
redacted, he game wastewater will be dlmfagI to me dispersal pall In one large dam potentially resulting In overloading
to wife It may arm result In backup Or surface discharge of effluent To avoid the sieuatlen, It is highly recommended to have
Me cements of the pump bank removed by a licensed memo professional or have a septic demographer manually dose me
system R return the pump tank R normal operating levels prior to msKnnd power.
Do not drive or park ve i Over any septic system component. Do nor drive perk over or omemis¢ hall or compact the
area game 15 kH downalow of any mound or at Ame system or secondary septic system me
CONTINGENCYPLAN
o alcomponerJs, w=wme ekmve metank or components al mmmedlaNly repairedor
rewtcto,r eplaced according to me original ryatem design Wecmcauons.
la awing tank, pump, pump contman all or related Mane becomes Wiff they shall be Immediately repaired or
replawa coned components of me game arm equal performance.
If sea treatment component fond ro acwptmate ,mr or dlmWgedwaslewaterto the mound dmfice. ncoati Ee
repalrm or replaced byl Increasing basal area (if oe leakage Wool hall the component at secondary system ¢Its,
or removing and replacing eiologiply clogged AcOrp on and pumped media and associated plane.
AEANDONEMENT
if me aepuc system ten rspermanentlyisen me of demw me system stall abandoned acculd to approved
abandonment regulations These incud
-gm piping to tanks anau be mathematical and abandoned pipe openings eaalea.
The contents of all tanks anau be handed and disposed of by a umneea septic pmfe¢¢ional.
-Tanks shall be cmdbed a Blvd, or removed.
-A septic system abandonment notlncauon mall be submitted tome appropriate local govemmnRl unit.
WARNINGII
SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AHD/IXt INSUFFICIENT OXYGEN.
DO NOT ENTER A SEPTIC TANK, PUMP TANK, OR OTHER TRF MEW COMPONENT UNDER ANY
CIRCUMSTANCES, DEATH MY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MY BE
DIFFICULT OR IMPOSSIBLE. ALWAYS CONSULT A LICENSED SEPTIC PROFESSIONAL BEFORE DOMG ANY WORK.
Pegs 4
MAINTENANCE INSTRUCTIONS
Inapeall of Lanka ano obpenel Leta snag oe made br an aapmpna4lr nsansea mmviaual or9usm¢ac Tankmeahlorma
esup
dmaa a visual mapemn of talked to enuty any missing or broken namI mean any Cracks on yalm
�ssure Fee vomme of combined sludge am Scum, and to rnem rot any backup or pending of effluent on the ground Shall
Access cleangs aided for service and assessment Shall be sealed knerlahr upon wmaletlon of abroad movies; Any
wmhudekcdve access openings must de replaced Immediadly.
The dispersal pips] shall be allsueAy mapecba M check Pe effluent drove N the o rselvarlon Promo and to grade far any
pending of Muem on Me ground Surtap. Pending of Iffil on the ground surface may '.n mate a biting mmal Nat
require, Immediate attention by a licensed sam is Arab ... 01
Tanks must AS pumped Seen sludge accumulation is within 121moers of the bottom or the outlet baffle, or wdenever 'he Sallm
layert¢ whi In 2 manes of the bel of be ought I'M,. In no move shall efid sludge and mum Memo, ogAMy greater Nan
25%of the lanes liquid Al
The eMuent filter Shall be cleaned as necessary to ensure proper operation. The filter should not be removed unless
provisions are made to mLam dolts m the Lank that may slough of the Hour during removalIf the filter Is"added Alto an
alarm one nnhall be awarded nine alarm is aanatea continuously Internment filter alarms may counter Surge Made or an
l@ „
mpendingcotmums alarm
re .
P-treatmentcomponeLv Shall be mariamed and Serviced by a licensed begins pmkssional governing A the manufacturers
remmmendadons.
START-UP & OPERATION
For navy unconnected poor 'naySMM Operanon.chImaemaigmp lanky ror me prperms of pamnng pmaucb or Omer
cheminN that may mlpede the treatment prop„ Shall dome,, Me meell pgeIf mnpntranons are detected.
base the mnkm, of the Lank removes by a licensed all professional prior to use.
System startup snag not occur when sets are frozen at me mflldaave surtaLe.
During se, pump Link, mar fill shove normal nigh parer Nnls bar system ugtmng pumps when powerie
restore"Meet air be forma ee m Me m igairaal pltm one large dean potentially reaulAng m owlIsmarg
e�
the prim I the
also result in beackup Of Surface discharge of will To avoid this mimpore nla highly recommended to have
the contents of the pump tank removed by a lume d all professional or have a aeptl¢ pmfes,m net mosmanr dead the
,s m to return the pump tank to nmmal operating levels prior to restoring power.
Do of ones or part vemiGes over any pphc same component. CC not dri pan over or othermae albturb or poor me
area mi 15 eel downslom of any mound Or at grade system or secondary septic system site
-
CONTINGENCylial
N the aepdc one, or guy ul it S dormanerns, become theec only the t n M,ba or plmgonell be rmme Iateq Spatted Or
replaced according to the ongmal system design speufiptro2
If a de¢mg tank, pump.. pump mntmt, alarms, or Shea wiring becomes defective, may shall be Immediately repaired or
replaced wiN components of the same or equal performance.
If the Sell treatment component Mas to accept wasterval on dleparges whishoul So Me ground Suitable It all he
Shall or replaced by, InereesTg baasl am, fit to leakageomilm) relowl hg Me component at the secondary system site
or removing anti pernng blologgqdIy dogged absorption and dispersal nema and associated piping
ASANDONEMENT
the sego[System aua andear la permanency taken om ofsenice, the SySem Snap be abandoned according to aPPT d
abandonment regull These mdude:
All piping to tanks shall be disconnected and abandoned pipe oenmga paled.
The contents of all Link, shall be removed and disposed of by a husband esptlo prOnimm I
• Tanks shall he cwhed S filled, or removed
• A hall system abandonment naaeretion map be aubmidea to the aapropmme level gavemmertwmt.
WARNINGII
SEP9Q PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AN MOR INSUFFICIENT OXYGEN.
DO NOT ENTER ASEPTIC TANK, PUMP TANK, OR OTHER TREATMENT COMPONENT UNDER ANY
CIRCUMSTANCES, 05ATH MY RESULT, RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE
DIFFICULT OR IMPOSSIBLE. ALWAYS CONSULT A LICENSED SEPTIC PROFESSIONAL BEFORE DOING ANY WORK
System Design Summary
PShe .oem N Demewm.v ere.m..l UNIDO FLEAR. WASTE STRENGETH TM"
A. Tom at nrmmefwidnew nnimem
mmme¢ivl or vw.nmeiommemu d tffl . .. I'M
I San
Damon mard, Um GLEN fpm
a wri Tai Minimum Car rn mxrnLoe x 2RON wmewdmarr . I Guam,
vqe nmmum spk Tank ogey. 1253 clumem 1 Plane Iwmwnmmml
Unigner
ened
Effluent gams eunnm m uer an o rw M. [Ilwry NOW Mari "IN
pumpnnk care Weirmum Cuffludity 667 Di Game ranks See Mwm nx
DwNmr vsumn.new NO oocity and oi gremp Tart Z DeRim, Ro am agens
Dump 21 0 GPM
Nod 35 4 it Pump 2 GPM
Hew it
III reaki aTemi u eat or Tom
Minimum dark, meruened PRESS Glun I TOOD ratio Talk DION Samendt Area Tram
DISESSIDGENOWN AREA
ui Trenmem AS, It NO mvnwnen TIED Lano
am VAUTom INTO
Nevith 1. LimnerCaere umn anvuap m /
Stater onamn vi ONENrm'
EIRREEn Of UwnD Seek gi Per, Sam ON
Or Demand Selperm.a. 36 in 310 0 admarthmoRamerafflanumarEmen
isoov«une.xna+aepn
Mwmumomm.el aemyrM r.p . mnromrva mnm lrwn
Nknow tg smptrml nc unrn mhn nw x III EDI In msu n tire enwait xae. LOO) Ow
vm a 220 111lOki omav
Hera wear Had mmimasm itaP tri ner'.INS Npurwe
p.Some am9m After nremm oennPer wwffron � Derider nee x f(h) rn ngiuo to pnmw
Sam x DEEP Ran 1ONSOC=III MODAGGY
Area IS
Coli�vm.Mi atuwx....M ... ... eb per
rme"Hat
1 ..._,
Mound Design Worksheet
SnT s¢ING: Panel In 022TI04410.080
Design Flow: 600 GP0
Soil Lng Condition
n a 3.3 it
cePtN to Limitiminersno- ].] A - 'llllll�� �IIIIII�
Pertem lanes Slope a x
De4gn Write LoaengRre 1.0 cvOrt2 _
DISPERSAL MEDIA SIZING
Rispnml Bad Area IA x BI - Design Flow a Design Write Loafing Rate
600 GM 1.0 Geri • 600 !['
If a larger eimersal media area is desired, enter si I: k'
A. Select DiddePal Bed Width uo: 6.0 R Cantonese mBed Width. (A: 6.0 ft caneerteea mfeed
Linear Loading Rate- Red Width %Design Media Loading Rate
6 R% 1A GPD/fta+ 6.0 ARUN CartInIgn7lbef
B. Minimum Dispersal Bed Length (5) - Dispersal Bee Area +Bee Width
6W ft' y 64 it 100.0 f0
DISTRIBUTION MEDIA: ROCK
Rack Media Depth Below Distribution Ross
it IEnimrrre 1011111 quanigne,e.. a. bowel 6
a qd
DISTRIBUTION MEDIA: APPROVED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW
L Select Dispersal Media: EZ.FLOW 1200-H
B. Enter the Cominnent Length: 5 R Width: S R Depth. 1 it
Bi. Number of Components Per Few Length t Component Lengtharound up)
1 i it s 5 it ZO components per raw
Iv. Actual Bed Length - Number of Components per row %Component Length
20.0 per raw X 5.0 R 100.0 it
V. Number of Ron,- Bed Width r Cornpi Width
6 if l it ZA eywumm w Mrs is. wmie e.
A. Total Number of Components - Components Per Row X Number of Rows
20 x 2 00.0 components
Mound Design Worksheet
sysTER, SIZING: ParceuU: ozz 1044. 10.08E
Desfan Pro 600 GPO � ...
gold oading Rate: (.a) GpOiW
Depth to err Condition it: 3 3
Percent Lana sincep: 4 x �
s,gn Media Rare: 1D
cets Loading
DISPERSAL MEDIA SITING
mepenal Bed Area (Axe) - Orngn now. Dorm MU, Loading Rate
(ADD GPD . 1 o GPDlrt' AGO to
If a larger dispersal meals area Is denied, Anti Bre: to
e. Select dispersal Mail Width Ai: 6,0 it turf ease IDprt
Linear Loading Rate - &a Width x Design Media Loading Rate
6 it 1.0 GFOretr- 6.0 "lift an, u.+a n Fraud
B. Minimum Dispersal Bea length IBI . Dispersal Bea Area , Bed Width
Can Ru - 6.0 it IND it
DISTRIBUTON MEDIA: ROCK
Rock xeaia Depth S low DisttlEution Rce
it Riamew mAon.t granted"/nuts A, Maurer INIMeh MR)
DISTRIBUTION MEOIe; APPROVED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW
i. Select Disperial Medl& EZ FLOW 1203�H
H. Enter the Component Lengh: 5 it Width: 3 it Depth: 1 it
HI. Number of Components Per Row- Bed Length r Compnent Length (Round up)
two it - 5 R - E0 components per row
v. Actual Mad Length = Number of Components per raw K Component Length
DUD per row x 5,0 it 100.E R
Y. Number of Rows - Bats Width • Component Width
6 it 3 it 2.0 hand w•rewmu A in .... fare#.
N. Total Number of Components - Components Per Raw x Numixr of Rowe
TO x T ACC Components
Page 6
Mound Design Worksheet
WGM�
ING: Parte11D: OII.I W0. 10.000
Design Flow: 600 GPD
Loading Rate: D40 GPDeft1
Limiting Condition: 3.3 rt nt land Store: ALoading Rate: Lo GPDIr[`MEDIA SIZING Area IA 5 BI Design Flow, Dealgn Media Loading Rate
6W GPo s 1,0 GPoRIt Add N'! a larger dispersal media area Is damned, enter sae: rtr
A. Select Dispersal Bed Width(A): AU it Cm<exx0 lops,
Linear Loading Rate - Bed Width %Design Media Loading Rate
6 ft% 10 GPD6t2 6o Sault Crn a'Wean Tma,I
B. Minimum 01spersal Bed Length IN) - Dispersal 0dd Area t Bed Width
600 ft°a 6A ft - two it
DISTRIBUTION MEDIA: ROCN
Block Melva Depth Below Diltnbution one
ft Pri mi wi Wer A, Beganeu PairsPairsDISDIIBUTION Ali APPROVED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW
i. Sweet gsp(sRal Mean: EZ FLOW 1203-1
A. Enter tMCompmrenl LengtlL: 5 !t WJOB, 3 it Depth: 1 rp
III. Number o! Components Per Row. petl Leng[li a Component Length (Round up)
1W,0 ft ♦ 5 it 20 components Nor now
ACtual Bgd Length - Number of Eomryiiente Per raw x Component Length
200 oxi A SA it 100.o if
•. Number a Rows- BN Width. Component Wmm
fi it 3 it Zo dead AS., dr, se in. 111 ed,e
N. Total Number of Components = Components Per Row %Number of Rows
20 x 2 - AND Components
D. Fill Depth Belme upzmle Edge (0)-3 feet -Depth 0 Limiting Condition (6" Min.)
3.0 ft - 3.3 R - 05 R Design Sand Lift (Optimal): in
E. F01 Depth Wow oownnoce Edge DI - [Bed Width x Land SIGN 1 l W]. "o"
6.0 it 4a : a IOJ. 600 in - 8.9 in
F. Distribution Cell Depth (F) - B" • Nominal pipe size of distribution lateral (12'Iwax+wmProd'urro)
12.00 in r 1,50 in - 12.00 n Momina P.pe Ml +anted on Literals vent)
G. Coin) Material Depth at Cell begins (G)! 6.W in (16 wn)
H. Cover Material Depth at Cell Center Oft 11.00 in 1112 Or
I. Downslope Width 01=(E. F r G) x (horizontal gradient) x Downslom Correction Factor
1.34 R x 3.00 x 1.14 - 7.64 ft Or 9 R
J. DpooIM Width (J)-(D.F.G)no(horizontal gradient) x Dpalom Correction Factor
3.00 it x 100 it x 0.89 (t - 5.36 It
Downtime Correction Factor 1.14
Ili Correction Factor: 0.89
Endalope Horizontal Gradient: 100 amni 3.0 m a 0)
H. EMslope Width (H) - [(o. E) . zl . F. n x Endslom Horizontal Gradient
14.118 in ♦3. 12.00 ixW in . 12x 3.0 It, 7.9 R
L. Mound Length lu - Endempe Berm Muth . had length . Endsti Senn Width
To R . 1010 R . 7.9 (t - 115.7 It
.Mouth Width (W) - Den'mlope Berm Width. —Bred Width . upAope Berm Width
90 It. 6.0 It. 54 R- 20.4 R
Verification of Minimum Required Basal Area
"Sloping Site - Bx(A.II MINIMUM- 15W Rr IMn.-cPo.tmaliry Part(
IW.O Itx1 6.0 R 9.0 it) - 1500 IF
^Level She s•BxW MINIMUM • ([z 16iin.-ceo. tmdineaartl
- R x It (t2
Pagel
MOUND DIMENSIONS
r
oD PNDS
H
IN B O y
i
J
L
A 6D it F 12.0 in J 5.4 it
B 100.0 it L 60 in N 7.9 R
0 60 in N 12.0 in L 115.7 It
E 8.9 in 1 9.0 it W 20.4 it
Odd. Pipes (1/10th aB) 10.0 1t Atmrytion Wdth1AeN 15.0 R
DISTRIBMTION AREA CROSS-SECTION
TOPSOIL Fli u
SEED
AMTMC33SANDw�
W.W aK PRiORTO PLAC NGWU
OBSERVATION PIPE DETAIL
o ,wpa w F"i gafe
Nip up — TWmapw
amnnube Taea2 a
mm sow vaa
TIM
Pate 8
r
w
oar
Ai o
a 0
u----_--------r----------
L_—_--
L
A 6.0
R
F 20 In J
5 A (t
B 100A
it
G 6A in K
7.9 It
0 60
in
H 120 In L
115.7 it
E a
in
1 90 R w
EOd it
0K PIpez l l l loth Of Bl
10.0 it Antonini Width (All)
I5T it
DISTRIBUTION AREA CROSS-SECTION
SEED
L �m
�n
Ani CIA �ANO min
n.y5. .......»i''i
OBSERVATION%PE Di
B ,Vp, ` �niaee&au
.10 ME
mmlcw
ttps PPmrmnuuancr
ei �-yB"ncrs marsc
awrennenm9nce
_ _ _ wcryen ivl
ni
Fbi
P,Ai
Pressure Distribution Design
Melb Bed W10t0: 6 it mi Connection Type: End
Immmum Xumeero11n1sa151n Mlanlaone gllMme vee Srarn-p-5]. ftx po mr�e lwWno upl
If 6 elrll'f=2 4 1mnelsl /Launch,
Designer Selat XIN laterals lSeeman' eral5 cmt ISMnuw2 ,apap1,nnl
min, lawaf spacing h Deeper Lateral Shama a 0
Min . Manifold Length: 3.0 h DmPper ManRolo Mamtter lane 1 1R an
Select Critic, Spazing: 00 it Olxr part. trading n u yaxsl
Select Orifice Diameter Sim.. 59I nnr.1 be It a a rymm cal pV
blestM 4$n length (Marta Beef ZFM1 rX of mar
It
NumRr INOntla Spazes = lateret�engtb Or eSPacnglrrunoommwtM nearest wb@numMrl
24
99 it nm per
nlr ae- NiNumEer of Orifice Sri 1 !I/4 Orifim Per Wheal
renalNarrate of ONkn NvnRr of OrXkn fair Lateral a NemMr of Wanda
25 im PerWbral X 2 Lateral, -50 piOrifice,
Recerecarleaded wlpre Derry 114 n ft' per w/Ice, call vwtl rz It
Orifice Rnsllp BM area f Toml deeper IN Orifices man net spat? m au6mGO
WO fe a 59 OCllces 120 WIW I,
Mi,ingurn Average Hard:
35
it
Onfle, inching, get,
0.54
GPM pan Orifice
Stand let. It
all
rr—
It
Ic
eI
Spite
Pressure Distribution Design
Ln =charge nae IGPMI -Gmlee, per uterau Ounce ouea,pe wte
M6ESM Orlll,n Per Late,aT�mtm o^01 `YOuS4 GPM per Glue, 13.4 GPM per Lateral
SSetem R"Ram - Poml w,mber of GnteeOnline olunarge Pate
50 OMka% GPM per 001ce 27 GPM
DhWbuOon PIPly 1pW Volume Per foe 0e6o71 0,02 GIRMSrft
Volume of Dstnbunun Nphg 14of Umra6 x tnmatLength x Liquid Volume Per foot or Piping]
w.G 0.wx MUft le.G s
Mm tnum0e1m%M Volume ILM of DkmbuGon MPing %5
as % 5Gillen,
PRESSURE DISTRIBUTION LATERAL LAYOUT
P 99.0 R % 4.0 to 5 3.0 ft
P/1 ft %/i ft V 5/32 i
r
x s
Pig, 10
Pressure Distribution Design
aze(GPM)- 0i cer larval x Onixe oncnageeme
Ci-tWe5 to of we matter i.mrr Mnu aPit a...are.
35 ofii Per lateral 0 54 GPM or,0 - 13 a GPM Per laMal
Sv+M,n no. late = Total Hume.. 01 Gnr..ea x 01aa DMcbage ARM
50 cv X 0s4 GPM per Grinc 27 GPM
oatroMla Nome Lifted Voli Per For v..e 7) 0.092 ci
vdome or ofernwnon Proof- M or lar.al, x larval Li x LN,d Pi Poor Fort or of
3 x 98 0 h % 0 GG eaUlt lan Gallon
Mmlmun Gerreret vow lame or 0latneMlmn Pii x5
18 0 for % 5 90.2 Gallas
PRESSURE DISTRIBUTION LITERAL LAYOUT
P 91 in x OA 1t 5 3.0 (t
P/1 R x2_(t Y 5/33 In
e p�
Pont 1n
Pump Selection
ma r
Dii NATION ress
If pumping W III III the YVan pvmnnutmrth, DNA: GPM PO Agin)
Mlmmw ryaem rlwr w, Z7,0 GPM
DIGD Method Di Doing NA T,,tmnt
IIDTAL DYNAMIC 0 imp
m Diffri to it
lnreemam Diameter. Z.0 In .... .............
foremen LIGUA 1 An it
fommam rmbn bsr svNm LM In III fine pr R d lvamam Irmm iade k) x eueemern tenth
f,m
Add WNvdern NM Lanni Torn pine 0s0r mfrro 0emveLwnL 4e a afar hairy��en
are w emm�gzsxw Rf as inr,r0 Mereua
III Difference. Dnmwwn xaaa Loa•lnxnnner xem Lw+ewaermin rune^ Lm...mar D.nemr. xena(Torn
AID it �55 It it 21� it 25A ft TON
Lim
27.0 25.4
f•mp Moan Opwn r:
fnmp wan Option z: znnw tsz
N
ME
ME
MEMO
i
o.MOME
ME
Demand Dose Pump Tank
Ni Ann GRO
oundo rn,.ia.m wai Connote. 66, Of D,.i ae...a.aya.y:m
Of
Tantamount whom link mandal
Ann honest
Thai (OF
Iimaa,n.�s.«r..;ii� �.
adm.,,,e own from adaa. OFF Comi
famandand, whoof A fornor dump and, inFL 0 the home Them M a' mot 4 who. From the FoRtion 0 the
AnM IMF 13 machat a witer La"Amn; Is
Purne, and ged, Month , Z In," I Tank Mixed for Inch Wins 2 lowent whownwo now Is Anown If Iowa Allit ,an
k,.iaa
An Gabored
r.
..,� Offered - .a . aatilmda mi
.wan. mom.n DiderentAn.a,done)
iminimum data i
Want A fulawfut Anne Load i Fifth ., aaa�,a,.,. m
�,n..e, .a,a
nde
Dom, or now -a.�o n.
60) add OR hal 5 Dow, Par Day
Drambi
D Look am union
« - .ay.a. Length . w„e aLam v,a FAIL W Moe
m
1 .,
IW Di And.. -a eold d.rone. mannink
m= n,
inimum Andern VOi a�.,na,�a� aa.,a. o,amm Done �-
a
.uma...a,..a..meadmim.....a„
FLOAT Sithi
FAIL
a.na�,uead
3—
u,i Coming Far i an
€
113 v an -
ka
�k«."
Dmaa.1. a at-yu� Do,M
,a ....a
a.
Dimn,no a aa,a a ,a
, DmDi
D
Demand Dose Pump Tank
T"K Weaker ME damsel Perot D
full income aw
slow RoVer MEE him
Pace mmmim Pump Tank Caparier 37 DoWar, aides. especan,
Cal Volume W � at ourns, Ice inner of I men l be a' Loan I rems fican the It d he
purne dark E 2 Purl W nriater cimerni I dome 1,
runcandral
wv and uhell , I Ines x conk villa, am Inch wive; cook.".... wmoua.em w
mock Vince eal
o�mmeuem wpnv
mm PrintO n nmm neerme
_
Granted immoral ideal
search . both Mmm.m an, w.m.m1 (Passm
a«oq-tvalin'
w
addwc♦ gal 5 Deasial
Drantank
man EFinemam-
Von mev I Lordrvr blank runs a Per o.lba slukht
OrI =r es
x nome reside am mor amc I NEW
n�lt
150 all m
vuua. .wll.au vnDrK
line galgal. 33m
marks a m Voted . 4aq of Vast ry or e mlv) xvlw, fair inch M tank
Put ocip,01
1
ou Deeng Volume. Gance Par Imn
and". Inchated
an
Form au.m. ekreal,II Dlnananva
.o um rt�
matiance to
la.O nmmes
ameIal ma ke .m ceM
annual' o�rb
Pump rnr It I
a AO
TANK SPECIFICATIONS
Minimum cover =g inches maximum
cover =g feet lone:: specified by procuration))
All manhole severs shall arentla Inches above final grade
If the Ank is w,thi,2feet of final grall Insulate the liJ than uValue of 10
Quick disconnect Conn -Lock) rearchroble from final grade(20 inches max) rryuired for pump Installations
Ifforcemaln will haw a"1 Fur ass[ mbly,milaweep MlelrtIDe'Took"
Is,ldmgsewer'. No91 keep3feH between<5';maintain l inch In Sheet!]% slope, mmall!leavens at the
bullEing connMion and every 1W feet at a minimum
Insulate building sewer 11 less than 2 feet rom final grace and under all high traffic areas)driunways he
94.24
92540
E5.3-5.00�]do
t j
F
Ar
SerTp
Ilc Ll
'A111
C., vii A.
NpPO
�',Puxi A L5 Or 2 rrc o.,
Ilrl
spP
m
IM
),I .mxm.
glib
—a��•—.•�
..
WP1200/800—NR
TANK SPECFCATONS
wzvYao `ar eumrz san
wXi An ID
Marc ird Of
x Cy
11
cover ro
g
Iua
aI
Mae,
Aal dA
u
All as uAvMax,
man
�x=
hN
Too vrw sewn rcaw. a 0' uxurvmmn Sri
7�A nrs r aiiwC a
FOR sew TANKSperfectm mxart
ww ero NAPoNGS SUp In �
WC ew
page 1a
Mound Materials Estimate
xwa. PM. Rex to t= Miw P,� i X idd Lithyth Xfiddd =Vidi (
).lIx it X it
III
Mdxn IF n,Nd x era With
fit n
VIP
WM xg p=eevew=maum ix Iz
Vd
and n�Wi Wi rkhd x eee zeig ee wli
Wpv.'M Prmwo:^prna'Midi W. rrk wx In Whi wrwary
edlm��
e. v,re vowror
vdumeume. xaa en.a.eAseum ze -whi
k
rmiep dome=Irya�aPexnewgnuuwMT,Melon:emznisr?I—z=mNnat
I x 51 x 1000 x
iepe wne.r xnprex ulididLenglihi,21CUMCNE,
m�rvnse s=m
tl0,7 ft I I'z.
Ili ViDd xehn=i] x
x
[hi time'. Igbp Wrura Idthhh eVddme iwew< e
male Wn fi MWMUtaWcU,iFhWJS wi 0 fe• °x
NJVM
Ai 21 P, IIIII.Vi 29,7 d'x -
w'
hdddr cw<T.xr id VdMxre.
Tiem, Wfirr,, hdidi iii ..adddx = i)de
,xa.
241
it,
Toa.eddd Wmme fl.h%ndhalti dWkVi- der=r2,
r ive d IFzneiye' t, dhi.re add Veme' D105,3 n
41rd
wn,th,"i 46 hhd=m
4817
vd
D. ToWoil Vduv: TWd Mwm wmm x rW Wmd,egm xs It
a.,cen it nnbvdm Male¢ cuid Y' � v zr !f
w%N=mry mmiro' N' . -2
51yd
Mound Materials Estimate
A.aa MV.IRc uy ypy. vm W.w. p1o<wab',ww x5eeaa1 . „m im
a.1,X
o�.uek d,=S,d O' wab,WWm.yvft
5,
w'
YY SOX k„a'wumeiW
ydx a
M
,re 4wmwd Ps ", wim ..mW xo90, XO LaryIh r Mdbh
µprom pmui: 0 fC,m nun n. iin
n
d%mmm,npneededl
a.ei,me
,y,a Vmume. rymmp Wr wiMu uWlnpe+iemxrd5vy,n)-2 a ksa
1)
10010
Wy,yWy )m.mlWe bm xegpu m Wn Nm,pWnwmN 1
)'3.
�
We Va4.,_mmm µhden a w =
�] x LOR x
6.0 ft
33[d
TaW c1fan S,W vbburcQWW,V,W, e
Wber
n,A D,W1,yd n mauu,b, mdv wi 8
n
2917✓'�
AW 0% f0V mmtMIWIWY.
N'X -
w'
C. Lynn Cw AbfnbVdm"
ed ,.)bMp. WUM xeRnd- o 51,=WL) a kuund"= A m WIN I=
5 15,
k
ieblrtum wJu CCmn Wm wi -fta Vviuvm-wkfs,
Oiwerd pVnrbSd' walada aduprft 105 b
e . n
rd
A'x .-
W'
0. IDp5oil Vdune' 7.1wM worm x}Oml a. um L.mX s)c
¢snn
mdx a evn nbw' mmiakm amc w�
43 6rd
AW mhe em+wnmmilm 43.6W2
52 3N
VremnNn Depanmenl VUAdy and Preewbwl iddi p.eeaalz
Dnnenolmtlwl.ysei.,wa SOIL EVALUATION REPORT
wamai Mh srs ass. Mn
mmplwfle Alen on p wlless loan 5nirzrtTlncAxs In sNe. PanmusllnGUOa
nmaOMl@M' AmAnandpelaeni
ee&eudimewmne, noM odearennowl
cadmy
nCmrt
PaIW ID
MA041iloaao
landslides Oale
Please plot all Ind"At n.
PinduadlCimnimcenv
laeeon.
Ai Castle, aA"r)
GOA Lol NE Y. NE Y. $15 T28 IN R 18 W
Pmp"G nera Missing Addnaea
xlt
S" Winn sM1M
eOOld Ce si RO
18
129,461
City sWa Numdae
ocas ❑Mlllaaa ®Tdm
adc,, vtlal�
roasrtiu¢ (651 a6sssan
Rlnnlci
@Nex C:nlnaglon Us,: R➢ ReebenuwNamde,mdedi2 eweaamntlaslgi sAs CPD
0Rep4wmenI ❑Ads, m m,ni—Deadline
Pass mgerW Ni al ymvv all om sany nanduum) FounpassiAneasonifiappli=fi.
Gemnlwmlren4and reavnmendNlon¢: qyu S9,SO tumour Wm00sPdM2bdlig red. tF=W
Designer may ebd wreitlmWa, allied slier, Aondmrlengnla redly 17V
1❑ inning INpldw GwM aulaw elevwW a. Page 0lsai diN In.
soli Iwtls Ran
Notion
De Ad
Dominai
Rai armpnon
Tease
sli
G2ngr^
Condense
Boundisa
Rw4
OPOFF
Em1
m2 'E
0.10
10VRW
mh
as
v0
06
08
2
10,E
10YR414
altl
2mbk
mir
Oa
M
04
O6
32J
ROM
t
mh
Os
OA
0]
G
3043
7.5YR GM
I5
0(A
bade
is
si
tw
5
431
75YR aM
1f 5YR 5M&
AN
bi
07a
1 Aa
IDVRb2
aEo �. opi Gduma,.wele.99 _h. DesmAl landfamnr_m.
Sol Adolcn�on Raw
Haitian
OenM
Dmilaw Call
indollki
Tesum
G se9N
ml
de
GPMP
06
3W�
711 Sb
1115VR.46fladds
07,
Lids
YaW
'Eli —DOD >W922 dialai30z15pm
'Mema3=RO3162201
oz150
L
DOi Wme (Pdaae Prm9
Ad
nal 8 ( n
r
Addidando371 tun Vii DR, ned Wirq, MN 55M8
COMUNN
(5i1 ni WN
❑3 mxnss OPn c,w�d d�M®.Iw. Bast a cegnmimrmsla<m, P° b.
ol
❑j BennBP � Wns
❑PX GrcmsuameW d. Rpnb G,IN fwo, In.
El BunnBP OBmns
❑PA GWM suRaw elw._4 Lp010 IhMing foODm.
-EMueMP1- SOD, >305330n laM i35>30 5 19 IWL McMR-BO0,>M 5330 ry end 7SS>M 9 1N msIL
❑j BennBP � Wns
❑PX GrcmsuameW d. Rpnb G,IN fwo, In.
El BunnBP OBmns
❑PA GWM suRaw elw._4 Lp010 IhMing foODm.
-EMueMP1- SOD, >305330n laM i35>30 5 19 IWL McMR-BO0,>M 5330 ry end 7SS>M 9 1N msIL
❑' Ronne» EPefim Ga�m,meoe clew-"�-ti oemnwuo,imgrwv=m
xLn=on
Coll
in
rem Call
mumeitm.
Reed. om<nptan
x. cot. Colo,
stl mm
c.. s�sn.
:use
mery
G Cart
•EVI
-I=
a
IOYRZ2
mr
rte
ss<q
°o
07
SYR V2
R5R6
No
07a
SR
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