HomeMy WebLinkAbout018-1036-80-000Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM
Safa:ty and Building Division
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)j.
Permit Holder's Name: City Village x Township
Ness, Lar R. Hammond Townshi
CST BM Elev: Insp. BM Elev:
, BM Description:
/~ ~
s r- ~ ` i/
~
~ D ~ 2
~
c
P~
TANK INFORMATION
TYPE MANUFACTURER CAPACITY
Septic _
W
Dosing n ~ `0~
(
y ~ w\
S(
Aeration
Holding Q
/
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD
Septic \ +oO/ l ~~ ~S t
Dosing ' -{~ Y~ l~ 3~~ Y
Aeration _
Holding
~~,,
PUMP/SIPHON INFORMATION ~J p~r~- p+-PS Su ri2.e a~
Manufacturer Demand
U (/ GPM
Model Number r ~ ~ , ' f
TDH Li~ •` - o~ FrictioCf~t~' ss System He;~ ~H ~ Ft
t0 tiJ /k ~,
Forcemain Leg Dia. ti Dist. t Well
~~ 2 N o~ ~ ~
ELEVATION DATA
county: St. Croix
Sanitary Permit No:
405078 0
State Plan ID No:
Parcel Tax No:
018-1036-80-000
STATION BS HI FS ELEV.
Benchmark ~ ( /D . / ~~ ~ ~
Alt. BM ~j
a~ ~ah . l~vcC l (
• la ~ /~
~ ~ • 7`0
Bldg. Sewer / ~~ ',
St/Ht Inlet
ll- g
~ 2. 3
SUHt Outlet ~,
Dt Inlet ~
Dt Bottomfi ~ ~ /s. 3 ~ g ~~ 1(,~
Head Ma _ ~~ / G •
/
Dist Pipe. K, I ' -~
Bot. stem I ,L t yt~/~
c ~
Final Grade
s o, /ord. S `~. R S• 3
G
SVIL AI35VRPTIVN SY51 EM
BED/TRENCH
DIMENSIONS Width
,3 ~ Length
~-~ /_ No. Of Trenches PIT DIMENSIONS
/~ No. Of Pits Inside Dia.
SETBACK
INFORMATION SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING
CHAMBER O Mf ty
~c+
Type f System: / ~ ~ ~ / ~~ ~ U Model Nur
DISTRIBUT ION SYSTEM 7- ~/_.~_,... 'L n.,-~ /.1n n.....1_
Headerr/M~
/i t' ~
Length Dia Distribution Yl°/K. _ ~
Pipe(s) f ~~y-,j+~(~b-~ ~
Length Dia Spacing x Hole Size
~~ x Hole Spacing Vent to Intake pt
SOIL COVER x Pressure Svstems Onlv xx Mound Or At-Grade Svstems Only
Depth Over / Depth Over xx Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center ~
a,, Bed/Trench Edges Topsoil
~ Yes ~ No
[~ Yes j) No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~/ ~l / 0 ~Y Inspection #2: / /
Location: 995 166th St Hammo^ 15 015 (NW 1/4 NE 1/4 17 T29NpR17W) Prairie Run Lot 8 Parcel No: 17. 17. ~ ~~~~
1.) Alt BM Description =/ 0 ,~,~, , ~~~~r ~ 1 ~~a G~~ ~rf ~~~ ~ a ~ n, ~
2.) Bldg sewer length = 2.~ / ~p s~s.,K,y.~ ('~ ~a{~.t,d vt~Y~^,
- amount of cover = ~ ~ / Q~k N~ ~ 4 ~ ~" ~~ ~ ~ ~`~~
-1 f 1 I
Use otheris de foruadditional in Yes ~r~ No I- ~ J ~ - -- - -- --_~ I --~~ I - - i
formation. ~ _
SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No.
' ~~'Yq.-ta-r
,~ M },s_
4visconsin Department of Commerce SOIL EVALUATION REPORT
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County
Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Revie ed by
Please print aii information. ~ J
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1 } (m)}. G'
Property Location
Page ~ of
q~at~~
Property Owner
Govt. Lot NW 1/4 ,f/G 1 /4 S (~ T Z q N R / ~-
E (or
Lot # Block # S bd. Name or CSM#
Property Owner's Mailing Address
~ ~ ~ ~r~~r.~ ~
~ ~ ,
/ ~
State Zip Code Phone Number ~ City ^ Village ®Town Nearest Road
City
r'T`~ WI N~ G
New Construction Use: ® Residential / Number of bedrooms
Code derived design flow rate `/So
3 - ~ _--
/'~G ~ U
GPD
[] Replacement ^ Public or commercial -Describe:
Flood Plain elevation if applicable .~ ft
Parent material
General comments ~~ ~~~
S ~ ~ c~ ~ ~t v ' TG (~ 9(r ~ ~ ~
Y
S e GG•Zo
Low ~•
~G U
and recommendatio .
ns: ~ L ~
~/fv, ~P 9G"9° ~~~~,~ 9G
^ Boring # Boring
~o ft.
Pit Ground surface elev. -~~-.~
Depth to limiting factor in~
Soil Application Ra
z
ti
i Texture Structure Consistence Boundary Roots GPDIft
Horizon Depth on
p
Dominant Color Redox Descr *Eff#1 *Eff#2
in, Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~ J~ .5 ~,
I p-to 10 3 Z L 5
5,1 m
~
5
8
~~ ~
~ c5 . .
3 ~-~~4 ~nvt~ `~ ~ `~ m5 DS m I
Boring #
® Boring
Pit Ground surface elev.
~
ft, ~'~ in.
Depth to limiting factor
u
t_.___-~
Redox Descri tion
P
Dominant Color Texture Structure Consistence Boundary Roots
Horizon Depth
in.
Munsell Ou. Sz. Cont. Color Gr. Sz. Sh.
~5 I v~
~
5 r I ~ r~~ m-
I ~-IZ S, i 2 ~
z .2 - o to ~ ~.s o
3 ~-F~~ ID ~
~--
*Effluent #1 = BOD.
Name (PleasePrint)
~ ~: ~ ~iw
~..- i ~
ail Application Rate
GPD/ftz
*Eff#1 *EH#2
•~l .c~
1-Z
3 ~ < 220 mg!L and TSS >30 ~ 150 mg1L * Effluent #2 = BOD$ < 30 mg/L and TSS < 30 mg/L
CST Number
Signature ~ ~ =~
m°"
_ TolcnhnnP NUmt3er
;~~ --"'"'^- Date Evaluation Conducteo ~ _
_ %~~"4~ °~" ,~~~ , ~.\ ~;'°-.~ ~ _ .'.~+ { ` ~ ~ SBD-8330 (R07~41
Property Owner t-tG ~~ \K.1 Cl ~
Parce110 #
Page ~ of
3 ^ Boring
Boring # Qb, q Q
® pit Ground surface elev. ft. Depth to limiting factor ~~ in.
Soil Application Ra
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary. Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
~ ~-~~ ~ z 2 ~s -~ . 5 . S
3 -~1- r ~-t- (~ `--` mS I -- - . ~ ~. z
Boring
1 Boring #
^ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
~ IZ' 30 1 U~t'r ~ .- S~ ~ ~ C_ -
Boring
Boring #
^ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Ra#E
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = 8OD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' EfFluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
The Department of Conmlerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate forniat, please contact the department at 608-266-3151 or TTY 608-264-8777.
SDD-5330 (R.07/00)
PAGE 3 OF~
SCALE: 1"= ~7 ~
BM I ELEVATION /00
~ „ „1 - e
./BM 1 DESCRIPTIOi~ 7~ ~ ~ Qvc P~ ~
BM 2 ELEVATION `I ~ 3 ~
BM 2 DESCRIPTION ~O-~ ~ ~ ~ ~C- f ` P `'
SYSTEM ELEVATION }5~, 14 ~ ° CoW°r gt'S'2°
ALTERNATE ELEVATION fir, 09~ 40 L °~ < ~- P•~' ~ a
CONTOUR ELEVATION qq a ° a- I ~ • U
--_
__ ___
ir~~, t~
~-~
__~.. _ ~,
DATE
TEL ., .-. ~
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' Safety and Buildings Division
201 VJ. Washington Ave., P.O. Box 7162 City
S ~ CY d c ~ >
~
~
~seo~ns~n Madtson, WI 53707 - 7162
~ Site Adpdr~ess
S ~~~
-
Department of Commerce S' ~ -0'~/ ~~ISO~ / 7
~
~
Sanitary Permit Application sanitary Permit Number
~D~4 ~~
In accord with Connn 83.21, Wis. Adm. Cade, personal information you provide ^ Check if Revision
ma be used for seco ses Privac La ,
I. Application Information -Please Print All Information State Plan I.D. Number ,
N
Property Owner's Name SAY ~ 9 2~~2 Parcel Number
Property Owner's M ' ' Address ST. CROIX C
FFICE Property Location
J ONING
City, State Zip Code Phone Number Lot Number ~ Block Number
Subdivision Name CSM Number
~'~'O S' rQ ~`Y. ~
~.
II. Type of Building (check all that apply) / ~ ~jjQ,. D'ri- ^Ciry
or 2 Family Dwelling -Number of Bedrooms ~~ ~/ ~A/n~ ~~a~ 3a~
/ ^Village
^ Public/Commercial -Describe Use ownship ~Q d.(J
c
^ state owned Z z C~/ ~~.a J (/L % ~ j' k 6 ` t Nearest Road /
Ov ~ n
III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable)
A.
1 ~ew
2 ^ Replacement System
3 ^ Replacement of
6 ^ Addition to For County use
S stem Tank Onl Eris ' stem
Permit Number Date Issued
B. ^ Check if Sanitary Permit Previously Issued
IV. Type of Permit: (Check all that apply)(ntlmbering scheme is for internal iise)~ ~:~/~(E'$ // °'~
~~
44~Non -Pressurized In-Ground 21^ Mound 47 ^ Sand Filter 50 ^ Constructed Wetland 3/~ ~Og. 2
22 ^ pressurized In-(around 41 ^ Holding Tank 48 ^ Single Pass 51 ^ Drip Line rn~yjj~,{,tiy,.,
~~~ G~'a"~'6'r'~~
ircula ' 30 ^ Other
45 ^ At-Grade 46 ^ Aerobic Treatment Unit 49 ^ Rec tutg
D' ersaUTreatment Area Information: ~~ ' rt r / - .',Sr e~u/Dtr~ ~ ~5 ~- - ~
V
.
Design Flow {gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevatio~ Final Grade
Elevation
Required Proposed Rate(Gals./Days/Sq.FtJ (Min./Inch) qG~ ~a,
~d /
~ ~(3
VI. Tank Info Capacity in .Total Number Manufacturer Prefab Site Steel Fiber Plastic
~ Concrete Consttttcted Glass
~
Gallons Gallons of Tanks
~~~
~
~
/ ~-/'~ ~
Ncw Existing
Tanks Tams
Septic or Holding Tank _ /~~~ ~
'
Dosing Chamber
VII. Responsibility Statement- I, the undersigned, assume responsibility for ' tion of the POWTS shown on the attached pleas.
Plumber's Name (Print) Plumber's Signature 1tS Number Business Phone Number
W; f~° v a~ 7~94~ 7~3' 3 -3l 1
Plumber's Address (Street, City, State, Zip Code)
VIII otmt /De artment Use Onl _--- „_._ r......ea rte.,,;,,., eo.nr c;o..~„.... rnr~ Ctamnsl
Approved ^ Disapproved oaauuay rcaaaut rw ~uawuuw v.........••.-.-- -- ..
Surcharge Fee) L
^ Owner Given Initial Adverse X751 ~~~ ~ ~ / y ~ ~ti
Determination "~~// p
1X. on oas gf Approval/Reasons fo>~ p royal S fo,~~ q,~-' ~j ~ • 0 ~"' ~~ Gt/~~ k'C
~ ~ ~~• t0 ~-~cti- u~(.~ r ~'~ -I" ~.¢~ ~~tc~'4'd °~"`' D,rl satil~O.
vKCr~.~Q,a.J (tntiu•n~~,n, 3 b fb .~
'Ir-la-r~~7~ ~~2 rum- ~ NI
Attach complete Tana (to the C ody) for the em on paper' n less then 81/Z x 11 inches to sae
SBD-6398 (R. OS/Ol)
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WisconsinDepartment,ofCommerce SOIL EVALUATION REPORT
Division of Safety and Buildings
~~ a~~~~
Page ~ of 3
County ,..
C
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must ~
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ~ - Q ,~~- - (,b
Please print all information. iewe by Date
Personal information
ou
rovide ma
be used for seconda
r
ses (P
i
L
15
04
1 ~ - ~3 ~
y
ry pu
po
p
y
r
vacy
aw, s.
.
(
) (m)). GZ~~ ~,1~
Property Owner Property Location
Govt. Lot NLJ 1 /4 ~/C 1 /4 S/~ T Z q N R ~ ~- E (orb
Property Owner's Mailing Address Lot # Block # S bd. Name or CSM#
~ ~ / ~ ~= .~• ~ ~r~~r.~ n
City
State Zip Code Phone Number ^ City ^ Village ®Town Nearest Road
/
H~t~Y1 0 ~/l SYo(S (7/S`) 7YC~ -~ 1~`9 ,~ o~ /Crow c.C,
[~ New Construction Use: ® Residential /Number of bedroom - Code derived design flow rate ~/.Sa ~G o a GPD
^ Replacement ^ Public or commercial -Describe: ',f --°
Parent material ~`i ~/~ Flood Plain elevation if applicable ~%l~ r ft.
General comments syS~P~ ~lt~,rGr~ 9G•~~ pow.<r ~G•Zo ;a~}`
and recommendations: p "~'
~L,tC C~/i(!~ ~f / ~/'~~ Lvw<Ir' 9/i•G U ~r,-.~
l,;r~
T ~ Ov-ed q/o 2 q5 yo o~ ~~ u't''ti'tJf ~' `~'^~~
^ Boring v - f -.rsc.q,x
Boring # ~N~ ~"
Pit Ground surface elev. ~~ ft. Depth to limiting factor ~"f ', in.. •=~~tty
o I Ap ron Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ~ /ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~ ` ~:, .,' ' ',r 1 *Eff#2
I p-to I 3 Z 5,/ ~ s I ~-~' .5 . S
t, S9o- ~
~ ti
^ Boring # ^ Boring
® Pit Ground surface elev. 99. ~ ft. Depth to limiting factor ~ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
! O-IZ 5.1 2-rablr ~ c5 I v~ . ~'
Z '2 - o fU 1 S; - 2 ~ -
3 3fl- ~ IU mS D -' _ . -7 / - 2
~Jc-- -- -,-~zd -fa at' 3 . ` ~
A~-
* Effluent #1 =GODS > 30 < 220 mg/L and TSS >30 _< 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature CST Number
Sch e~ _~'~---.~ 25
Address Date Evaluation Conducted Telephone Number
2~~3 ~o~ oz 1 -2 -ai ~i Zy - yao8'
~~li-~~s~ ttt~~~~~/
. t
Property Owner t-tr7l . \tclh 5
Parcel ID #
Page ~ of
3 Boring # ^ Boring
®Pit Ground surface elev. 9~ ~ ~ ft. Depth to limiting factor ~~ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
~ -14 I Z 2 ~s -~ 5 8
2 I -30 I 4 __ ~i ~ rr~r c - . 5 ~
3 -~ r ~-t~(~v mS I - - . ~t ~. 2.
~~ ~ (o "
h
^ Boring
Boring #
^ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
^ Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
^ Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
i
* Effluent #1 =GODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L 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.
SBD-8330 (R.07/00)
r
•
PAGE ,3 OF~
T~TA A~fF ~-~, ~ k ; n S LOT# ~S LEGAL DESCRIPTION ~tJ -~ ~ ~1~.~ ,S ~ ~- T Z4 N.R. ! ~ E(orl~
SCALE: 1"= ~D r
BM 1 ELEVATION /DO ~ ~
BM i DESCRIPTION-/v~ o -f ~ z ~ Qyc ~~' ~ 2
BM 2 ELEVATION ~ 9 3 U
BM 2 DESCRIPTION .~ ~ ~~. ~ z` pT c P~'~ ~
SYSTEM ELEVATION -~~ g4 ~ 4 ° Lower- `~~ ~ Z ~
ALTERNATE ELEVATION ~r~ ca~j4.4d L ou, t r ~G • Iv 6
CONTOUR ELEVATION q9 ap ~- 16C~• o
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Bailing Address
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'roperly Address ` ` rc '' - ~
(VeriCcation required from Planning Department for new construction)
~`i /State ~ ~ Parcel Identification Number ~~_~03~~ ~~ _~
., ty
LEGAL DTTSCRII'TION
e Location ~_-'/,, ~~ '/,, Sec. ~7 . TAN-R..j-mow, Town of .~ ,-n ~ a.~~.,~ ,
Prop rty Lot # ~_.
Subdivision r e'rr' ~ Oi~.r
Certified Survey Map #
Warranty Deed # ~77~ ~
Spec house ^ yes [~ no
Volume .Page #
Volume l ~ ~ ~ --~ Page # 2 ~
Lot lines identifiable 'yes ^ no
+ NANCE remature failure to handle wastes. Proper maintenance
SYSTEM MATE
Improper use and maintenanceof your septic system could result in its p a licensed pamper. What You put into the system
consists og pumping out the septic tank every three years or sooner, if needed by
can affect the function of the septic tank as a treatment stage in the waste disposal systeu~. the owner and by a
The properly owner agrees to submit to St. Croix Zoning Department a ce ~~fri ~°e~+ Si gnw~as'th ~terdisposal system
oume n lumber, restricted plumber or a licensed pumper verifying ( )
masterplumber. j y~ P () p P ~ tf necessary), the septic tank is less than 1/3 full of sludge.
is in proper operating condition andlor 2 a tier ins ection and ump g C
osal system with the standards
State of Wisconsin- Cerhficatt°n
Uwe, the undersigned have read the above requirements and agree to maintain the private sewage O~Ce ~~ 30
set forth, herein, as set by the Department of Conunerce and the Deparl+nent of Natural Resources, Zoning
stating that our septic system has been maintained must be com feted and returned to the St. Croix County
Sys g ee year ex iration te. ~ ~j/ ~
~/
DATE
~ A~~ ~ APPLICANT _.
OWNER CERTII+'ICATION am are the owneds) of
I (we) certify that all statements on this fonndeed reco Bed iu Register of Deeds Officee. I (we) ( )
the grope describe bove irtue of a warranty ~ ~/ ~
'~.. DATE
SI NA ~ 'APPLICANT ****«*
«««««« Any information that is mis-rcpreseutcd may result in the sanitary pern~it being revoked by the Zoning Department.
«« Include with this application: a stamped warranty deed from th ; ltf gcfcrence isemade~in the warranty deed
a copy of the certified survey mat
ST CItOI~C COUNTY
' SEPTIC TANK MAINTENANCE AGREE~NT
•AND
_ O ERSHIP CERTIFICATION FO1tM
~ Yoso fib'
Private Onsite Wastewater Treatment System Management Pian
Septic Tank And Gravity in-Ground Soil Absorption Component
Pursuant to Comm 83.54 Wis. Adm. Cade each Private Onsite Wastewater Treatment
System (POWYS) shalt include information and procedures for maintaining the system within
the parameters of Comm 83 and 84, and the conditions of approval by the department, agent,
or governmental unit. The approved plans and permits for system are on fife at the county
zoning or health department.
This management plan complies with Comm 83.54, Wis. Adm. Code, and the In-Ground
Soi! Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD-
Table 7: System Design Specifications
Sancta Permit Number 0
Number of Bedrooms
Desi n Flow - Psak (gpd) 5~
Estimated Fiow - Avera e ( pd) ~
Septic Tank Capacity {gal)
Soil Absorption Component Size (ftx) ~ 3 r-tv~. .
T pe of Wastewater b:~,,,dd Domestic
Table 2: Soli Absorption Cam onent - Llmits of Reliable 4 eration
Se tic Tank Component Soil Absorption Component
Design Flow -Peak pd)
Maximum Influent Particle Size (in) 1/8
Maximum BODE {m L) 220
Maximum TSS (mg/L) 150
Table 3: Maintenance Scitedeale
Se tic Tank Inspect and/or service once eve 3 years
Outlet Filter inspect once a ear and clean at least once e 3 years
Soil Absor lion Component fns ect once eve 3 years
~~
~~~~
,~/C~-
Se~ic Tank
The septic tank steal! be maintained by an individual certified to service septic tanks
under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with
NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease
Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable
Restrooms).
The operating condition of the septic tank and outlet filter shall be assessed at least
once every 3 years by inspection. The outlet filter shall be afeaned as necessary #o ensure
proper operation.~,he filter cartridge should not a remove un ess provisions are ma e o
retain solids in the tank that may sToua oh~~fFi-ester when removed from t ~ s~re:~-t~
Management Plan for a Septic Tank and Sail Acsorption Component
filter le equipped with an alarm, the filter shall be serviced if the alarm is activated rx~ntinuouaty.
ln#ermittent filler alarms may indioste surge flows or an impending continuous alarm. The
septic tank shalt have its oontents romovsd when the volume of sr,~um and sludge in the tank
exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the
#me of an asse~aament, rnalntenance peroannel shat! advise the owner of when the next service
n+sed~a to be pertarmed to maintain less than maximum scum and sludge accumulation in the
tank.
Manhole risers, access risers and covers should be inspected far watertightness and
soundness. Access openings used for +s®rvtce and a~rsessment shall be sealed wa#ertight upon
the compietton of SBNiae. Any opening deemed unsound, defective, or sub)ect to failure must
be replaced. ,Exposed acxess openings groater than 8•inches In diameter shalt tea secured by
an effective (ocklnq device to prevent acddental or unauthor)zsd entry into the tank.
No one should •ttter a septic or other >ywtmst>rt or holdlnp #enk for
say reaean wfthout being i'n full cornpltance with aBHA stendtrda for
enhrl~r s conf/ned sprat. The ~bnosphen wl!!Nn the s±~ptfa ar other
trrsb»er~t of holailrtg tank wry contain NthN ~rsss, and raraw of a
person ttrota~ the Inter/or of ~-o bnk they bt dffllcuft or Impossible.
lank abandonment shall be In accordance with Comm 83.33, iMs. Adrn. Code when the
tank is no longer used as a POWT8 component,
The soft absorption component serving this atructuro is designed to accept domestic
wastewater from a residential facility. The limits of opsratlan of this component are Shawn in
Table 3.
Tt~ longevity of a soil absorption cornpanent depends Qreatiy on proper and timely
maintenance, and system use within or below the limits of roiiable aperatlon, Oaod water
conservation practices by sit oc~ccupants and the ir~stsilat9on of water conserving plumbing
fixtures are key factors to extending the useful life of this component.
The soN absorption component's opara8on must be assessed by inspecxlan at least
or:ce every three years. The inspection shall include recording the levels of pandinp, if any, fn
the obssrvatian pipes, and a vlsttai inspeotlon for any evidence of surface seepage ar discharge
from the component. On steeply sloping sites, areas of erosion should be idenbfied and
reported to tt'te owner for repair. The surlsce discharge of domestic wastewater ar sewage
from the system is prohibited and considered a human health hasard,
Tnaffic around or aver the soli absorption component should be avoided particularly
during winter months, The compaction yr removal of snow raver over the component may lead
to hydraulic failure by freezing. This type of failure is usually temporary, but fa difficult or
impossible to repair undtl weather aondilians improve. in general, soil compaction over this
component wilt reduce diffustan a# oxygen into the sail grid dispera~l c:eil, which may lead to
more intense, and earlier, organic slagging of the soil,
•~'~
Management Pien for a peptic Tank and Soil Absorption Component
Plantings of des~rrooted trees and shrubs directly over of within ten feet of the component
should be avoided since root intrusion into the componen may Obstruct wastewater fi0w.
Contingency Alan
in the avant of system failure, a new system could be In'taNed in an alternate area. With the
itlstellation of a diverter wive, the existing system could else be reused after a Period of three t0
four years.
it !s the property owners responsibility to maintain the alternate aroa froe from any planting of
trees., shrubs, etc, In case of failuro of the original system, the alternate area wi!! be needed. If
eny trees, shrubs, etc. have bean planted an the alternate area, they will have to be removed at
~~ owners exPen~e.
If alterrute area is destroyed, there are other alternative systems that can bs used, in which,
could rosult in added expense to the property owner,
Any tank abandonment shall be done in accordance with Wisc. Code 83.33. Any 4ues#ions
rspardinp this cads, please confect your local Zoning pffice or contact the instaiiing plumber.
~c~ ~s t ~ ~ '~~ tc,.se C.~ t 5 ~ 3 $ to -» ~ tp 8 O
~c.~~...~-~. ~,.1~..~,. ~1. v~.~, b ~ ~~ (Z t S~ 3 `~ b ~ 31 ~ 1
DOCUMENT NUMBER
WARRANTY DEED
William E. Hawkins, Grantor, conveys and warrants to arm m
and June G. Ness, husband and wife ae survivorship marital property,
Grantee, t e o lowing described real estate in St. Croix County, State
of Wisc in:
oC Eight (8), P at of Prairie Run, Town of Hammond.
~7 ~8~~
KATHLEEN H. MALSH
REGISTER OF' UEEUS
ST. CROIX G0. , 1tI
REC• RU
05-02-2001 5:30 AM
.:,._. .-cam
EkEMF•T a
REC FEE: 11.00
TRANS FEE: 89.70
COPY FEE:
CERT COPY FEE:
PAGES: 1
18-1036-60-000
Parcel Identification Number
This is not homestead property.
Exception to warranties:
AlI easements, restrictions and rights-of-way of record, if any.
Dated this ~ ~ ~ day of April, 2002.
(,_~~~F! (LClI'~J~ (SEAL)
William E. Ha ins
(SEAL)
AUTHSNTZCATZON
Signature(s)
authenticated this __._ day of 20_
(s'a c ~
(gems Print ea or ]YDea;
TITLE: MEMBER STATE BAR OF WISCONSIN
IIf not,
authorized by 5706.06, Wis. Stat s.)
THZS INSTRUMENT WAS DRAFTED BYE
Leo A. Beskar, Attorney at Law
Rodl i, Beskar, Boles & Krueger, S.C
P.O. Box 138
River Falls, wI Sa 022
(SEAL)
(SEAL)
ACIWOWL6D@tBNT
STAT OF WISCONSIN )
I ~ ) ss.
/- ~ COUNTY )
Personally came Lefore me this ~ day of April, 2002
the above named William E. Hawkins
to me known to be the persons(e) who executed the
toregoing;~nat rumeyl4 pnd acknowledge the same.
:L lil4 l [~1"t-~'V/Jr ~ (gems Printed or xvneal
Notary Public ~~ (~/]~-1~((.~ ~~~,...G[y}atyi, Wis.
My commiss'on is p manent. Zf,n~ ,~xpi~r~it iOq d.:tc:)
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