HomeMy WebLinkAbout006-1042-10-200
1
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No: o
504772
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 2708299
Permit Holder's Name: City Village Township Parcel Tax No:
Craig & Michelle Jansen TOWN OF CYLON 006-1042-10-200
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No:
~Ine9- A00, q Ste, lx5l-e W 19.31.16.285A-20
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
Dosing r L 6144-7 Or - ~D Alt. BM
Aeration O g Lo &6TH K Bldg. Sewer 7 / 7 O
Holding cN St/Ht Inlet 0/G
o SUHt Outlet
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic Dt Bottom 6/ I /q
Q /v f0
Dosing VL 0 w s ,q We an.
I(X. 4
Aeration Dist. Pipe
Holding B1. System {
C QnTCO /6? - /O'O, 00
Fina Grade Q~
PUMP/SIPHON INFORMATION / g y D , lW
Manufacturer Demand St Cover Z,1 77Z,6 \
/J/T GPM t/L✓ Sy~
Model Number 159 ` -S 30
TDH Lift Friction Loss System Head TDH Ft
11 .5(,, 1.Z9 v /o.YS
Forcemain I Length Dia. r~ Dist. to Well
b6 L
SOIL ABSORPTION SYSTEM
BED/TRENCH Width r Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
-
DIMENSIONS 1, 1 I
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION Type Of System: r r CHAMBER OR
UNIT Model Number: ~y
fqT -
DISTRIBUTION SYSTEM
ntake
Header/Manifold Distribution p ix Hole Size ~r IX Hole Spacing Vent to A71,
Pipe(s) ( r D
Length Dia 9? Length S?k~, Dia_ Spacing (7'
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center - Bed/Trench Edges Topsoil
> Yes ~ No El Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Z6~ Inspection #2: 9 00140
Location: 2073 200TH ST ' ~3~ ~U (ti l~ l7r F U 7 lid, 00'
(ON/70,P Wog FG~G ~ u Sip
1.) Alt BM Description = FWO 7bcT14 "59 v -tz~,- --k 1519L P"'-) . 50A-W OF PGO~
(lll~htf ~EGjldrtl'
2.) Bldg sewer length = 7~r A)d-r PR~p 4GWL lb C.vMDu~r~s~0 7///D I2WLZW P07J~ ~Pj It
- amount of cover = YES r NbT' 6&K-0 #T_ pa.4 > (;Z;7e S ( ~x'~f IOL ~
ZV I/1fS~-nG•J D/~TR:
Plan revision Required? ❑ Yes No
Use other side for additional information. C.~
Date Insepctor's Signature Cert. No.
SBD-6710 (R.3/97)
921; -I=IVFD
Industry Services Divisio , Count\-
1400 E Washinaton Ave Sr ~/lci
c 18 ZU 16 P.O. Box 7162
u pSY SanK ry Permit Number (to be filled in b} Co.) 1
Madison- WI 53707-71 _
5r OROIX OOU ,Y ~c : 5911772-
a111ti11y Permit Application Transaction Number
In accordance with SPS 35321(2). Wis. Adm. Code. submission of this form to the appropriate governmental unit 70 $ Z
is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POIVYS are submitted to Pro' ct Address (if different than mailing address)
the Department of Safety and Professional Services. Personal information you provide ma} be used for secondary O~ 2 Z /mil :56r
u ores in accordance with the Privacy Law. s. 15.04(1)(m). Stats.
1. Application Information - Please Print All Information
PTOpeny O.cncr s Name Parcel
/b/GNELtE
A.VSJ-N OoG - /o Y.~ -/a -.Top i
Property Owner's Mailing Address Proper Location g' )
/`r83 9•?'J~ ST. Govt. Lot
City, S~,tatte Zip Code f Phone Number ~ Section
/YL=L✓ ~*loJp -Z 5.-Vo/7 I "65' 71PI 1?69o (circle one
It. Type of Building (check all that apply) Lot = T S/ R ~~ot
1 or 2 Famih Dt+elling - Number of Bedrooms .3 r, ) Subdivision'Name
i I
Block
❑ Public/Commercial -Describe Use
❑ State Owned- Describe Use CSM Number 0' 9 [-1'c+ifitaae of
9.72 P Town of C~YLO.J
X ~D orn 9,0888'1 5 III. Type of Permit: (Chests only one boa on tine Complete line B if applicable)
A,
KX~ ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only
~ El Other iViodit5cation to Existing System (explain)
B- ❑ Permit Renewal I ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to Nev., List revious Permit Number and Date Issued /
Before Expiration Owner
A IV. Tv pt of POMITS System/Component/Device: (Check all that apply) ♦ 1
❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ,R1 At-Grade ❑ Mound > 24 in. of suitable soil ❑ Nlound < 24 in. of suitable soil
❑ Holding Tank ❑ ther Dis ersal Corr onent •ex lain
P P t p ) ❑ Pretreatment Device (explain
V. Dis ersal/Trea entArea Information: A. 4M k 4
Designn//Flow (gpd) I Design Soil Application Rate(gp Dispersal Area Required (sB Dispersal Area Propose s(t`h vmem Elevation
7.x0 7 ~~~,J /e7s J. XD/.p FaLLaW l
C ~Ow17-avn /
VI. Tank Info Capacity in Total j of Manufacturer
Gallons Gallons Units
NO, Tanks
Existing Tanks
OIl ~I~w • L •J J - -
septic or 13ehkft_- snk p6D
/ - /oao / l✓i~stra Ld,,,G~~~~ r, j
Dosinu Chamber i
6a o - Goo / ~ 1
VII. Responsibility Statement- 1. the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumbers Name (Print) Plumber's ~-nat 7~-' ;PW Nu mber Business Pirrone Number
Plumbers Address (Street City, State_ Zip Code) y/ 9 9 71X 96 y/S's
i
. o o /a Ca LFA G~.Z Sy 3D
VII ounty/De artment Use Only
Approved Permit Fee DDaate ssucl~d I/ Issuing. ntSi_nature
Reason for iai 5 I 0 •
Ix. Condil3l(i9 easons for Disapproval
t. Oiptn
tank, effluent filter ens! 3) l.b I` . l•-r o~►S c s<a. h'-
blisperusi cell must all servkes ! M nt~',ngttC t (1 f
MA pef rnanegement plan pro,iided by plumber. I l~ C.~ FCC w' • C~^'~
2. All' s~pp~ rectuiftmw t~s must.k a rnaint,-Jned
as per aWlimMe c*dt, / nrdinancea.
Attach to complete plans for the system and submit to the County only on paper not less than 3 12 x I t inches in size
SBD-6395 (R. 08/14)
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oRT ra~ DIVISION OF INDUSTRY SERVICES
P \ 10541 N RANCH RD
f
HAYWARD WI 54843-6462
Q
R Contact Through Relay
http://dsps.wi.gov/programs/industry-services
www.wisconsin.gov
n~ ~•-ice`/
rF'ssroti
Scott Walker, Governor
Dave Ross, Secretary
May 16, 2016
CUST ID No. 224199 ATTN: POWTS Inspector
KENT HOKE ZONING OFFICE
H&H PLUMBING LLC ST CROIX COUNTY SPIA
PO BOX 10 1101 CARMICHAEL RD
COLFAX WI 54730 HUDSON WI 54016-7708
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 05/16/2018 Identification Numbers
Transaction ID No. 2708299
SITE: Site ID No. 823989
Craig & Michelle Jansen Please refer to both identification numbers,
207TH Ave & 200TH St above, in all correspondence with the agency.
Town of Cylon
St Croix County
SW1/4, NW1/4, S19, T31N, R16W
FOR:
Object Type: POWTS Component Manual Regulated Object ID No.: 1600907
Maintenance required; 450 GPD Flow rate; 62 in Soil minimum depth to limiting factor from original grade; System(s):
At-grade Component Manual, Version 2.0, SBD-10854-P (N.03/07, R. 1/12), Pressure Distribution Component Manual -
Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed
and located in accordance with the enclosed approved plans and with any component manual(s) referenced above.
The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code
requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06,
stats.
The following conditions shall be met during construction or installation and prior to occupancy or use:
Reminders
• Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of
the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening
used to service the filter shall terminate at or above finished grade with a watertight cover.
A copy of the approved plans, specifications and this letter shall be on-site during construction and open to
inspection by authorized representatives of the Department, which may include local inspectors. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction/installation/operation.
In granting this approval the Division of Industry Services reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats I01.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
KENT HOKE Page 2 5/16/2016
The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any
others who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely, Fee Required $ 250.00
Fee Received $ 250.00
Balance Due $ 0.00
Carl J Lippert
Wastewater Specialist , Division of Industry Services WiSMART code: 7633
(715)634-5035, M-f 7AM - 12PM
carl.lippert@wisconsin.gov
cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm
H&h Plumbing LLC
~ 6F 9
Private ®nsite Wastewater Treatment System
Index and Title Page
Project Name: -Zi
Owner's Name:
Owner's Address: YS .3 9w his 7..*1
- ,76 8a
Legal. Description: /G 4)
Municipality: Towi, village, Giiy of
County:
Subdivision Name: 4,5,f 96888 ac. ay. Al. 5-078, zjnNAL
S C- I,
Lot Number: / Block Number V ` ~
Parcel I.D_ Number: 004-116Y.?-Ac -0760
Page I DEX f tE N Er NUEN~E
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Page 9 rE.t ~fl/~ rENAn1GE /~fo. -
Name of Designer: ~~'.v s ' o KE License Number: 1411-, 07,7 y/ 9 9
Signature: Z~~ Date. f -e? 9 - 2414
Designed Pursuant to the Following POWTS Component Manual and -.5-AS 81-85:
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4-UNPILE,- pips FlU EP-1 LE:
_ ; ;,~ord~(1~J APPROVED crF WEi~rF1'~ ; EF=_tlEr!i :FFLv;i.
t RE.Q,,UIREU Olt OUT I=-1 - =s - I
ivilhlIMUit~i OF 3" OF SUITABLE BEDDING BENEATH TANK \ -
PUMP PAD
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i ank Manufacturer _ /,~/ES~2 ~o.,i«ErE Ulldl= (daily 4~rasieUtaier iio~;+1 ~i',5-o =~aD i
Septic/Pump lank mode( /ood 1466 Number of daily doses
(Dt212F ! actual doss volume)
Alai rn ma:luiaciurer S T. E. QNo ~i3u s
Alarm nodel itumher T,4Nit .4t6-.cr 7 i'orcemain volume 3
}'Qc^ J( ilO0f5l;rliCti l% e-ZIM- e,at Actual dose- volume- (~T2IIWa) &Z 7
(total close volume - volume of forcemain) =97.7
Ei1ueni pump manuiciurer _-Z/ rrLE 1,/Aa/ r
Effluent pump model number 9--Al- el,rl PUMP T'NK CAPACITIES ~
t
Resen+e above alarm /9 S inches = 3W4.89alions
Minim un pump discharge rate (GPitil) 31. 3.? Alarm float abo~re on ilo2i d-6 inci tes = 33.5' gallons (C)
On(Oe-i Voaimeasurment 4. S inches = Ice.? gallons (B)
Vertical lift (pump off iv disidbuVon laieral) g 5- Off loaf above lank boitom Inches = 13y i gallons (A) {
-3.-s system head (disiai pressure n 'i.3 feel) 114
da x , TANK OIL Eh;SlOt~S ~Plll PUMP CHAisl6ER SPECIFICATIONS
Friction loss in the forcemain/
Total d; narnic head (TD, Length /so utit"" 8 y !
Liquid d~npih 3G " Gallons per inch 1,74
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fig' c„' 8/ °.7S 1 r 1 415
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9.5G ~ f/
9EN-CIA-RF 9Et\1-C(M
TPerformnanceGPM @ Hed Dimensions
Solids Size Running Amps/ 15' 2Q' 25' Shut Off Card Weight H L W in
Item fliadel Listing (S) HP Volts (dia. In.) Watts (R) PSI [Length ((bs} { }
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509209 9EN CIA-RF cCSAus 4110 115 314` 9.0/920 80 70 60 45 25 32 14 20' 27.5 9.15 9.6 6.8
509210 9E 1-CIA-RF cGSAus 4(10 115 314' 9.01920 80 70 60 45 25 32 14 30' 28.5 9.15 9.6 6.8
509207 9EN-CIM cCSAus 4/10 115 3/4- 9.01920 80 70 60 45 25 32 14 20' 26.5 9.15 9.6 6.8
509206 9EN-CIM cCSAuS 4110 115 314" 9.01920 80 70 60 45 25 32 i4 30' 27.5 9.15 9.6 6.8
G°«er Epoxy-coated cast iron
Flow - Liter-/Minute
Aaoior Housing Epoxy-coated cast iron 0 so 100 150 200 250 300
impeller material Thermoplastic Elastomer 35 11.0
¢lrrtpefleriype Non-clog 30 10.0
Volute ~40-ly-coated cast iron 9.0
Power Cord SJ1`W 25 -
8.0
TNchanical Shaft Seal Nitrile with carbon and ceramic faces Q 20 7.0
Fasteners Stainless Steel I 6.0
Shaft Steel 15 5.0
3earings Upper sintered sleeve and lower ball bearing 10 a.o
3.0
2.0
T 1-0
0 0.0
0 20 40 50 80
Flow - Gallons/Minute
P. O. Box 12010
Oklahoma City, OK 73157-2010
Phone: 1.800.701.7894
Fax: 1.800.678.7867 02011 Franklin Electric Co., Inc.
www.LittleGiantPump.com tittle Giant' is a registered trademark of Franklin Electric Co., inc.
Form 996193 - 07/11
(''•~j~'.`~. .t/~:T r~~=~rY_^C"J ~ _?1:J I~,_~9~f_~~.~{_'1~;5^~,-.r»:
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6er of Bedrooms (100
gpd/bedroorl) 3 L-luerr Filter Madei
Frc 8aa-/ye
5- :,er o Coulmerciai Units ( Temp T anK Canaci% f - i
a,..rnatet iioV: (cVeraae) 1 G60 g21 % itii
jlu]u Tani1v~f2iii_2C tt=e-l- t /✓/ESGA CoaG~i. 0 11-i
D~sl t i00 Dal/day
~n i1Gli' t r i-IID ivFc~IL'f2C~r '
cS1i~3ZeC : S saild~y i ?L i Ci rr[.- r r- i,
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Soil PD'Ica.t'ion Ram- ( A gal/day Pump h2oee1 I
? T, iuent/ lt_ ?
111lneRt IlalliY i o _ rer-rZ21 Ii 1Z3i Uili= lj f
(ED !>r-) Iv_ORtltl}~_Avera✓e
F LS_ Oil & Grease (FOG) I El Sand/Gravel Filter M Peat = ii_er
Blocnemrcal Oxy .
'0'I'1' , 0 _.-echanical Aeration R i
i ~enr /r , ~emand (BOSS) arland
( TOiai Suspended Solids (T SS) < 220 ma/r 0 Dishntjecdon ® Others-
P ! 150 1ngT 1 , \ OCte!_
' rcT22E2d Effluent Qualtt} iVr'!YSQRLS?lYAve:a°e I j Soil zbsoro-don component (L jqA
' 'oCheln'Cal d`cvIPn:))dMarld (JODS) < 30 ma /L 1 ! t i Tn-aTallRd ~~I"dViiV1 0
?~-_°iOI DC' lprBSSilr t?~ j
7107t-l Suspended Solids (TS5)
Fecal Colnn SO mg/1, E2 Drip-line i
j Cs- eoneic mean) Other,
<ID c ll0flmi Q Dispersal Unit - 1.I2nuiaeturer
ivla~rmrrm E Lem: article Size ! 110 inch diaRleter Aa
~gregate Celt(s) iyiodel
Soil DISpersal
(£iSA) e
~;vE.-r, r
DDlication rate = Area Reauired = T Winch }fid_h i = = Units or Total ;:.enzth o"-T-
ySG = , y = //dS = = //L i arlchCs;
97
J "!:)esiC? o pressure Di-tibution ivetworlcs for Septic Tan c
lc-Sol- i~b..0t}7tj II Svste;r e Publication 9.6 (SS? ;vj-p jv;anual7 j
7-1 "ICCFlo
vrtech iylound COMPOnent lvianual- version 1.2
Z "EI ~ ,ri i
lot. otu--Id Component iid2nual" Version x/201200 %
Coma panerr,-w 2nu1J, osina -Pressure e
DI -I -si, bntiOr~- Version 2.0
!
' f-' S3D - 10 705-? (i~i_t11101) `1-i Ground Soil Absorption Component Arlaneai= i%=;iop 2_J
j M S_D - 10691-1P tN_fl1I01) `:1\ ~ound Companent1"d&TIuaP ~~ers1aP 2 0 y
D SBD -10657-P R16199) "Drip-line ErIiLent Disposal Component Ivianua_r-
,ZSBD-10706-P(_NToiioi)z-pnssureDistribution ComponenL\Iaileal-- ~:esor2LOdler-
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~'TC J.F''s
~L.- I:=1 -C ''sic - r.
2e:--n-:Ce Event
Z) ~ns3 ect ik(s)_ inspect dispersal cell(s), clean filter
1 at least once every- Z 13 m
inspect pulp pulp copilots, alarln pretreatment anti oLruis 3 ;`eC Od c--
! ht least once ever. _ M
months 0- 3 ears
f IL_cl, . . Zne oressure test lart mis years fit, ; L ~N
At least once ever~_ in.onu`is 3 y '
or new; eonszructron, prior ro use of the POI 17S S checktreaunent
tan:(s) ~fo,-the presence of
P tin` produces or other cherticais that ma.- impede the treatment process ai?dlor damage the dispersal cep(s). !f high Conceni atioas
cry '?creCic ttau- tht con eP.t`5 of the lank(S) removed b a septiae servicm- R opevatorprtorto use.
S_: SteMn s UL LID Sh211 not occL'r .:hen soil conditions arm f lo_en - ille v
tr~r!luZ e Su:-,
ILL ~ 1e P z)p~_rt o'.vner is responsible for-the ape-ration and maintenance of Ile PM',' 71S, and submission Of ~gLUred reports_ The gUaniij
a,d GLali:y of the wastewater stream will aDecr the Be_rrormi m-ice and longevity Of your PD-W TS_ The installation of vY2EZr SaVIn~
aPpii-ances and -fixtures along with prompt repair of leaks reduces the -%vastewzter ~roluns_ tso The brine or waste yam -water
on eaers_ iron removal units. other clear evater tre3unent devices and foundation drains should be discharged b the ground SllrfaCe
: ;Ienej'er possible. \ ote: this does not include laundry viaste, showers, dishwate eLC_
T iS St'>tem i5 L~eSl`LiZd t0 il3ild'tc dOiilZSi.C Sti~il~til ti`aSLeIlOC-.'Z4C-r ihZ CiSpOS"dl OfiOQc. O&-s d greases wid Oils. Yeje-table/Ruit
peels and seeds, bones= aid food solids such as those produced by a garbage disnosai should 'tie r!inirni=ed_ T oilet •tissue is the only
paper that should be discharged into the system. Other lion-biodegradable items such as baby v pes_ cmpons, sanitary napkins
condom CIe2rSftc iJU tts, denial doss, and coiro~1 s:;abs should Zot enter the sVsieL1. Chemicals such as De riolelit--ii produuts, paint
Page 7 o; 9
cirri I-lect;ni;_ pesticides. antibiotics. solvents: etc ; should not be f usI?ed inITo the system as the,, can seriously dama;e your POST T S
`nc contamz in8e vour drinking Talater stipple,
:v?aInmin. -a regular steady 'low by spreading laundry washing througnout the v-,reek Avoid vehicle tmEjc over all system conpflnezts_
Compaction of snovr over the dispersal unit may cause 'LL to =deed up,
P, ?IT 3NAI.-PtCE: Inspection shall be made b; an indMidual ca,-rring one eL the following licenses or
cerEmcations: ikrasterPlumber- hilasterPkumberRestdcted Sewer- POWTS Adaintainer
, a or Sentage 5errricillg flpe~-aeon Viper tine a:.ached
intenarice Scnedute). Tank hisnections must include a visual irlspec_ior_ of he nli to, ?d8nf~i} any n1iy 557i3~ or broken
;L§_ hardwale,
id+end-Ar any cracks or leaps, measure the volume of combined sludge and scum and creek for any bacl_up or pondino- of effluent to Zile
Emmid sur Race and test all electdcaI equipment such as pups and alarms. A'k; de?=acts shall be arompthr corected_ Ev zzposed openings
greater than a inches in diameter shall be seep-ed witl7 effective locking devices to prevent accidental or unauthorized en- the tan;-
'When tkte combination ofsladge and scum in any tank exceeds or-third (II3) or more of the tank volume, the entire contents o_ tee
tarok shall be removed by a Seatage Servicing Operator and disposed of it acco_dance tivith Chapter NRI 13, Wisconsin ndrninin tIv--Cod=-
~'i7e ou`tict tilter(s) shah be inspected and cleaned to remove any accumulated solids according to maLufhctuyer specIItcations. Solids
ashed from the Ater shall be -retained in the tank. Filter cleaning may be necessary at rnGx-a >Fsgl3e?t IntcrrlalS u72n stated in tee
aintenance schedule to keep the sy5tem operating.
!?-i?s should be tested on a rz ular basis by the hone o>?mer_ T_; an alarlu sounds, contact an individual licensed o service PGY~ TS,
^i'lere is norm ally a I day reserve under regular operating conditions, however water should be conserved until any problems with the
-Z stemi L are col-ected to prevent back-up of Sewage into $he &-jelling or smTacInE.
=1; i
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jltf_; t°; r hen the PO-BITS fails and/or is permanently taken out Gi sei?fice he following steps snail be tECZi! TO ensure
t Iat the system is properly and safely abandoned in compliance ~Mh 0 - SPS 383,.33, Wisconsin rdminist Give Code.
- All piping to tanks and ?its shall be disconnected and the abandoned pine operas sealed-
- The contents of all tank„ and pits shall be-removed and properly disposed of-by a Septage servicing flnerator.
- meter ounping, all tanks and pits shall be enca7vated and removed or~heir covers removed and the void space filled v:1:!h
soil gravel or other inert solid material.
CiD -N7-7 `:rsEi4jr ? l E ` 15the POiit''1TS fails and cannot be repaired the fbliorring measu_r zs have been, or rnust be tal_en- to arota dz,
a code corlli3licnt replacement system-
C71 suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption sjrs:em.
The replacement area should be projected ioln disturoance and compaction and should pot be fill-ringed upon by. required
setbacks from existing and proposed structure, lot lines and wells. Failure to protect he replacement at-ea render it unusable.
Replacement systems must comply vMh the rules in effect ai-the time of replacement
M suitable replacement area is not available due to setback and/or soli lirnitations. Barging - :,r2rlces in
molding tamp maybe installed as a last resort to replace the Parsed PO11 T S. = .Off{ TS schnglcgy e
The site has not been evaluated to identit, a suitable replacement area. Upon failure of the o-tiIi T S a soil and site evacuation
must be nerr-ormed to locan a suitable replacement area Ti no replacement area is available a holding tank u nay be installed
as a last resort to replace the moiled Pam TS_
Mound and at made soil absorption systems maybe reconstructed in glace following removal of the biomat at#he in f1w
sut-face- Reconstructions of such systems must comply ,.rich the rules ir-7 eTct air fiat dr.7e. `
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