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AdvanTex ., .. MANUAL PART 1 : START- UP AND ROUTINE MAINTENANCE he Buie i Tlit.Maln#anan et Raper Advarrfiexe Field Maintenance Report Properly d++nNllYeGk+G II � AiN_ki_c Operator1sr-�ly-1(`e Cite Address Contact Phone d4k51- C.PtiaSZ.cPc&E LiA, NE At She IDs 1 Court i0a Pod a RN SRLa Date of et F.�ti evn 1° 11�3 1 4 Retrieve O&M Info Measure Sludge/Scum Daily flow -_. Sludge Scum 1 at Companm /r' Cunard Previous Current Previous Recirc ratio (�rj ?Yn if Timer settings: 2nd Comp ment Clifton' Previous Current Previous [�VK ohJ= °l_3 Ml1,1S' f u - t(� Inspect/Clean AdvanTex Filter Q Ql1v j'_`(f A S 'Z' Inspect Clean s ter- `� 7u/./t r� ( = Ira 1 l _ Odor. \Normal ❑Pungent Laterals/OrMces k :.i �F £ 3 -`5E 6 (f�+l Biomat: [Normal ❑Excessive Pod Bottom Li Perform Fie d SamplingC/!Observations Bridging/Ponding None/Minor ❑Excessive Intake Vent Li NTU n 1v +c NTUe) pH(C S) DO -8) //�� Inspect/Clean Discharge Pump System N1 cy Inspect Inspect Glean Riser/Lid Floats U Od of Sample N. Pump Li8pllce Box Typical ❑Musty XEarthy Cl Moldy Float cords Non-typical ❑Sulfide 11 Cabbage ❑Decay Oltyfllm In PVU ❑Yes °No Inspect/Service Other System Components Inspect Clean Inspect Glean Foam In tank ❑Yes VI-No Disinfection Equipment .i Li Dispersal Laterats/Oriflces'L, S Check Control Panel Dispersal type Risotto Amps Discharge Amps 6t -/G Additional Services Rendered Audible and visual alarms Iyi OK Li Cleaned textile sheets? /f/ ❑Replaced UV Items? Dial time(telemetry only) 9 1I1 No A Replaced/Used other items? Inspect/Clean Pump System I rT Parts Used:W-Warranty,B=Billable(✓appropriate selection) Inspe Glean W B Item Number Description liceRiser/Lid XIV,- Moat Splice Box Cords k Floats %- Final/Safety Inspection Pump k RSV reinstalled Lids bolted on Biotube.Filter t Manifold reconnected;Rush valves closed Control panel reactivated Biotube Pump Vault KI k Summary/Recommendations RecirculatingSplitter Valve )pl' � c L_System performing;no further action needed Tank needs pumping q form p L Call for service r ❑Other? Comments FFform .k, r .,,,, 4,4 Jn(l rs srlol L-t.,..-k art...S.-._. . t1(CA-Dui !;sLt Q }f'4PAO E T k reP CL W D FiLor CAL) t(/,��p1r a Signature ��-'"�.---- J_ Date 31 L" Fax completed form to 1-866-384-7404 111 AIM-0M-ATX-1,Rev.1.2,03/14 • Copyright Orenco Systemsa,Inc.Property of Orenco Systems$,Inc.Do not reproduce or distribute without written authorization from Orenco:800-?48-984? 14 Q e. °o > o a � T III w a7� o L c a v .0 mo .•v- � rn o m �? > . 0 E C m N I O � D c N L T S C 2 U) D N Ta O 0 r M y (D y -,�s N �a N m m O m v O O C c'O O p p O N c m m O N m 0 J C 5 m c a) m O C fn N v mm ° Fiy ° N S N N J J J ICI c E N a) Yd" N Z a H H N N .y N C N O m C L-0 y- T Qm 'pv•-v c Z °c �Q y O JrL m EB Li c 1-- 4) QJ B CL IV-0 E � 0)) 0 0) a) O -0 m c to m m y m Co? N W.- N v > E >��3aa)-5 , Z»> Z� Q YvQ N c° o�QQQCOQ I 3 Z w v y rn z E Z >_ r. G y z °' a m N c') H r- 0 Z �► c Y H r aoi Z a ° u a) Y L Q U) I- rn a E N 3 �' Cc v U v E m• N L Q 0 c ai 0 CL •IV N O O .c >M R f6 N a m do u U G O V)N - _ O � �- N O c O V Z Z o N _ _E_ d m L R E rn N w a� m v O D a a E U) U) V) E V �++�J a v) � N •� � aaa ti FL •5 a N J L) v o0 a O 7 N N �O Z „O LO O !I C o Z O O N N N m O E a) O co J O 0 N a N m m c LO U) ?' ¢ n in o O U y c w 'N p 0 C O 7 a! � tI1 co N `7 0 O tT O p> m C •p N N N N V N ~ N N C m d' m 01 00 rrOj C H• n N Ot N W Oi y pj d N W C C N to ►..1 N N O m N O N O N m V • �,� O M = 2 M 0 Z y d' Y � � O � r � I a 5 Q a 'c c °� c t A cra 0 m � U) UO d 20 32 7 143 206 €€ irk N INS / :411,* son ■■ ■.'.®./'M / 1 , d.,, a Intenance:.Report TL SINZ PLUMBING" INC. . Annual Inspection (715) 235-2644 Properly Owned=Idng r operator Terry Haug Site Address Contact Phone 45+4 Carriage lane, Hudson WI 54016 AX She 10 N County ID Y Pod N RTU WUL k Onto of Last rspectlon AX-101134 Retrieve OW Jr�fo Measure Sludge/Scum Dallyflow + iJ h _ c Lim J)U'T- Sludge Scum (�'1 PCB` 1 st Compartment Current Previous Current, Previous Recirc ratio .1 Timer settingsO V R Gn 9. ,/► 2nd Compartment Current Previous Current Previous u f2 0 e� ?L,;jV r cj-% = 19 rh;rti Inspect/Clean AdvenTex Filter Inspect Clean OS&= .3U Se-c, S Odor. Normal ❑Pungent Laterala/Orlfices Perform Field Sampling/Observations S Blomat: Normal ❑Excessive Pod-Bottom NTU(18 x NTUs) pH(6-9) DO( -6) Bridging/Ponding: None/Minor ❑Excessive Intake.Vent /V A /V14 Inspect/Clean Discharge Pump.System Odor of Sample Inspect Inspect Clean Riser/Lid ❑ Floats ❑ N Ty pical ❑Musty Earthy []Moldy ❑ �, Splice Box ❑ Pump Non-typical ❑Sulfide []Cabbage ❑Decay Float cords ❑ filly film in PVU ❑Yes ;KNo Foam in tank ❑Yes 21 No Inspect/Urvice Other System Components Inspect Clean Inspect Clean Check Control Panel Disinfection Equipment ❑ ❑ Dispersal Literals/Orifices ID ❑ Recirc Amps Discharge Amps Observations Additional Services Rendered Cleaned textile sheets? ❑Replaced UV items? Audible and visual alarms §40K ❑Replaced/Used other items? Dial tone(telemetry only) 1 P" ❑Yes ❑No Parts Used:W=Warranty,B:Billable(✓appropriate selection) InspeoVClean Pump System w g Item Number Description Inspect Clean Riser/Ud .....................is Splice Box............... .. . Float Cords................... Floats..... .... .......... Q ❑ Final/Safety Inspection Pump..... I.I...I........... R &RSV reinstalled{Ids bolted on Biotube o.Filter................. &manifold reconnected;flush valves closed Ncontrol panel reactivated Biotube Pump vault ............ Summary/Recommendations Recirculating Sputter Valve....... TS N System performing;no further action needed ❑Tank needs pumping ❑Call for service ❑Other? Comments $igntity-- Date at t i t '23 Fax completed form rm tai 1-866-384-7404 143 206 as o_■ ■ ■■N on ■ ■ ■ ■ on ■. .. ■ ■ ■ ■■■ ■■■ ■ ■ ■ RE(Y ■ ■ .1 I ■ ■ ■■m III son INS ■■ ■ ■ ra o SEP 0 2 2009 � ,41 dvanTeexO Field Maintenance ReporI LANNING & ZON FF `1'�L. &NZ PLUMBING, INC. Annual Inspection (715) 235 -2644 Property Owner/fracking k Operator Terry Haug Curren �( Site Address ConW pho 454 Carriage Lane, Hudson WI 54016 Current t L4 AX Stte ID k County ID k Pod M M #AJL M Date of Last Inspection AX- 101134 Inspect Inspect Clean 11/04/2002 Retrieve Odr Info Daily flow � iS &Lil)P_ jC_ odui Am , idi e Recirc ratio 3 Timer settings: Eve d/t 3 wf DU>? oFF = 3o sic d = 1 V" 9"0 vrr- = 36 $c a Perform Field Sampling /Observations NTU (16:t NTUs) pH (6 -9) DO (2 -6) i1.1 A-- Al yl - rt1 A- Odor of Sample Typical ,KMusty ❑ Earthy ❑ Moldy Non - typical []Sulfide ❑ Cabbage ❑ Decay Oily film in PVU ❑ Yes K No Foam in tank ❑ Yes W No Check Control Panel Recirc Amps Discharge Amps Al A- NA Audible and visual alarms j 9OK Dial tone (telemetry only) N k ® Yes ❑ No Inspect/Clean Pump System Inspect Clean Riser /Lid ..................... Splice Box .................... Float Cords ................... Floats ........................ Pump........................ Biotube• Filter ................. Biotube Pump Vault ............ Recirculating Splitter Valve....... ❑ Comments rt 44 f I f t"o i Signature Date ��/ /_ / Fax completed form to 1- 866- 384 -7404 Measure Sludge /Scum Sludge Scum 1 at Compartment Current Previous Curren �( Previous Biomat: ❑ Normal Excessive Pod Bottom 2nd Compartment Current t L4 Previous Current 1 I O Previous Inspect/Clean Discharge Pump System Inspect/Clean AdvanTex Filter Final/Safety Inspection R RSV reinstalled (eLids bolted on Manifold reconnected; flush valves closed [Control panel reactivated Summary/Recommendations System performing; no further action needed ❑ Tank needs pumping ❑ Call for sery ice ROthel? (Sier� -�- v 9 ►tx�o Is W cw,} P'4 . Inspect Clean Odor. ❑ Normal} Pungent Laterala/Orifi X 9 Biomat: ❑ Normal Excessive Pod Bottom Vz Bridging /Ponding: K None/Minor Excessive Intake Vent ❑ Inspect/Clean Discharge Pump System Inspect Inspect Clean Riser /Lid Floats �y X Splice Box Pump ( Q Float cords Inspect/Service Other System Components Inspect Clean Inspect Clean Disinfection Equipment ❑ ❑ Dispersal Laterals/Orifices ❑ WT Observations Additional Services Rendered it �I Cleaned textile sheets? ❑ Replaced UV Items? ❑ Replaced/Used other items? Parts Used: W = Warranty, B = Billable (✓ appropriate selection) W B Item Number Description Final/Safety Inspection R RSV reinstalled (eLids bolted on Manifold reconnected; flush valves closed [Control panel reactivated Summary/Recommendations System performing; no further action needed ❑ Tank needs pumping ❑ Call for sery ice ROthel? (Sier� -�- v 9 ►tx�o Is W cw,} P'4 . January 2, 2008 Terry Haug Or Current Property Owner 454 Carriage Lane Hudson, WI 54016 RE: Pretreatment System Service and Inspection Requirement Co deAdln;nistradon Dear Property Owner: 715 - 386 -4680 This property's Private On -site Wastewater Treatment System ( POWTS) includes a Land Information & pretreatment component that must be inspected at intervals specified in its service contract. Planning 715 -386 -4674 St. Croix County Sanitary Ordinance 12.7 and WI DComm 83.52 (1) state owner responsibilities for maintenance and inspection of POWTS that require evaluation and atPropetfy monitoring at intervals of less than 12 months. The sanitary permit issued for installation of Real this POWTS required that an ATU Service Agreement be recorded on the deed for this property. If ownership has changed, this must be corrected. Based on our records the pretreatment unit on this property is due for an inspection and maintenance service. Inspection and maintenance reporting for a pretreatment unit is separate from the routine pumping /inspection required for the septic tank. The certified septic tank pumper and the POWTS maintainer that inspect your system are required to submit reports to St. Croix County so that routine maintenance completed on residents' septic systems can be documented. Please return this form to St. Croix County Planning & Zoning office along with a copy of the pretreatment inspection form completed by the licensed POWTS maintainer to avoid enforcement actions. Please be advised that fines and /or forfeitures of not less than $100.00 and more than $500.00 per day everyday can be issued if the required service is not completed in a timely manner. If you have any questions about what is required feel free to contact me at 715 - 386 -4680. Sincerely, Ryan Yarrington Zoning Technician Pretreatment Component inspection and maintenance service date: POWTS maintainer Name and license number: POWTS Inspection Service Contract provider name: Address: Phone: Service Contract date and duration: PZ @CO. SAINT- CROIX. W1. US ST. CROIX COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD, HUDSON, W1 54016 715- 386 -4686 FAX WWW.CO.SAINT- CROIX.WI.US commerce.wi.gov i sconsin Department of Commerce Date of Inspection: June 9, 2005 Project Name: Haug Use: Residential Legal Description: SE, NW, 322, 29, Site Number: 649997 Subdivision: Lot 2, Windsor Heights Municipality: Town Hudson County: St. Croix Plan Transaction Number: 785711 Sanitary Permit Number: 399537 Wastewater Flow: 600 gpd Persons Present: Owner INSPECTION REPORT Plumber JUN 1 1 2005 v ST. CROix COUN ZONI OFFICE SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 WWW.COMMerce.wi.gov/sb (715) 726 -2544 and Address: Schumaker, MP 227990 d Soil Tester Name and Address: Adam Schumaker, CST 253309 1679 89 Street New Richmond, WI 54017 Owner Name and Address: Terry Haug 454 Carriage Lane Hudson, WI 54016 -7876 (715) 531 -1232 This ' onsite investigation and consultation was request by the owner. Landscaping needs and aesthetic considerations have prompted the owner to seek an alternate location for the wastewater distribution cells that are currently located along his east property line. A new soil and site evaluation report has been completed by Adam Schumaker and this report indicates that it is possible to relocate the system to an area near the west property line. I have reviewed the soil and site evaluation report by Schumaker and believe it is possible to deign a distribution system to fit this site and meet minimum.code standards. Pressure distribution within the distribution cell is required when pretreated effluent is applied as it is from the Advantex treatment unit at this residence. State plan approval is required ($150 - $300 review fees apply depending on the design), as is a state sanitary permit issued by the county. There are two below grade scenarios that seem to fit the site along the west property line. Both options should be installed as far west is possible since less dense soil conditions (mfr — moist friable versus mvfi — moist very firm) were reported at B -2 and B -3. The first scenario being installation completely in natural soil material. A 0.6 gpd /ft pretreated soil application rate may be used for massive sandy loam (sl, Om) which yields a distribution cell size of 1,000 ft Four cells three feet wide and 85 feet long would meet code minimums. This would likely be the least expensive alternative. A second alternative would be to design an in- ground mound system. Using a maximum pretreated soil application rate for ASTM C -33 sand of 2.0 gpd /ft only 300 ft of distribution cell would be necessary. However, once the treated wastewater enters the natural soil it needs about 1,000 ft of infiltrative or basal area to accept and disperse the effluent to the natural soil at greater depths without significant ponding. One to two feet of sand below the distribution cell would be necessary with the two -foot depth recommended. The sand -lined cell will use far less distribution cell media than the natural soil cell (300 to 450 vs. 1,000 ft), but excavation and sand costs could also be high. The owner may want to compare these costs alone when making a final determination on sand -lined versus natural soil wastewater dispersal. If there are any questions regar ing this report, please feel free to contact me. Ler6y G. JaL*ky Sdbcialist Ljansky @commerce.state.wi.us E -mail 715/726 -2544 Voice 715/726 -2549 Fax cc: ©County ❑ Plumber ❑ CST ® Owner ❑ Other POSSIBLE IN- GROUND MOUND OR BOTTOMLESS SAND FILTER DESIGN 20 ft Wide x 50 ft Long Excavated Area (1,000 ft Basal Area) Note: even though two cells may work, it may be best to install three 3 ft x 50 ft cells evenly spaced for better distribution to the basal area of the excavation. 1 102.6 ft 12 -13% Slope 100.0 ft Backfill O 1��� 1: O 99.0 ft 98.0 ft . ,r -i. r . Distribution ASTM C33 Sand Cell Media. } •} •} • D • A • D •} , F • • • P •► ' F • i • A • A • Y •} • D • A • F • D '} •} •► •} • F •► D •} • A • Y • D , F ,} •► . P •! •> . F } •► • F • F F •► • P • D F • P • F •} •P 96.0 ft 4 R R R R 4 4 R R R R{ S R R 4 R: 4 4 S 4 4 4 R R 4 !4 R 4 4 R R R 4 R S R i R R R 4 R R ; R S A Rough F Y F F Y y Y► F F! Y D F► Y F P} P ,; } F F P P► F F F P F Y F }} Y F F F F F} P F F> P }} 4 4 4 4 4 R R R f fi R S R R R R R 4 R R R 4 S 4 R R R R R R g 4:::: i R S 4 S 4 4 4 R 4 4 R X R 4 fi F F } F ► F D F > F } } P F p ► } y ! > } F P F D F ► > } } } Y } F } > ► } ► F } P } D ► F > ► } P A 4 A 4 A RA 4} RDRA4} RD R 4 4 } 4 } 4 D 4 4 4 4 4 4D 4} 4Y4D4A R} 4} RD { D 4D RD 4 }R } {Y {l R D 4}4 }4 D R D 4F 4P4Y S P 4 Y 4 P 4 P 4 > Surface P Y Y Y F D} D F} Y Y}! l> F F F F F P F! D► F F F) A► P A R 4 S 4 R R R R R R 4 R R{ R D R A 4 Y R D fi A R A R Y R D R A R } R } S Y 4 Y R A R Y R Y R D R F Undisturbed Natural Soil P > F F F Y Y P F F F F F Y P P F P A A F P A A Y P} D A i F F X. F P fi P R D R F fi P RP RD R D R l 4 A R } R P fi P 4 R 4 R R } R 4 4 R 4 R R fi 4 R R R S t S 4 4 R S R S 4 R R R R 4 R F F A Y ► F A P P P P F} P F} F P A A F Y A} D> F A P g P!} A F P P F F F Y Y D D> F F> A4A BARF D }{ }4ARA {A4A4A4 >4 > {A4D4 }4A4Y4D4Y4Y 4 } 4 } { 4D RD 4 } R Y 4 D 4D 4Y 4D 4 } {A RY 4Y 4 4D 4 }B O R E { ► ► ► R F 4 A 4A RF R A 4 A 4 A 4A 4 ►4A4 }RF R 4 4 4 fiF RF 4 4 4 4 4P 4 D { i S F { Y 4 Y 4 ► 4 P R D 4F R } { P 4 F 4 P R D 4 F 4 } R F 4 l fi P R } 4 P 4 ► 4 F 4 A 4 F 4 R 4 4 R{ R R R 4 R fi 4 4 R 4 4 R 4 P P} F P P D P Y F P P! P P F P }} F} P F }► F Y! Y► F F F F} P D A D D F >> A F Y Y► D D F} 4 R fi S 4{ R f R R 4 R fi 4 R R{ fi R R R R 4 S R 4 S R R R 4 S 4 g R d fi R S R 4 !4 R R 4 4 4 R R R{ 20.0 ft 3.5 ft —— 3.0 ft 7.0 ft -- Or with ♦ Elevations Based On CST — 3 2.75 ft � ft -- T 2.75 ft I BM Set On May 20, 2005. cells �" f Kevin Grabau From: Jansky, Leroy [Ijansky @commerce.state.wi.us] Sent: Wednesday, June 01, 2005 7:13 AM To: Kevin Grabau Subject: RE: ATU with conventional site btzhsepa.gif Network Blitz Bkgrd.gif As long as the new system's top is at or below the surface elevation of the Ab horizon and has 2 ft of vertical separation to BR or GW then it's okay. If the ATU is used, DComm plan review is required since pressure distribution is required. And, they should be prepared to install a filter on the force main. Leroy G. Jansky, PSS Wastewater Specialist - - - -- Original Message---- - From: Kevin Grabau [ mailto :KevinG @CO.Saint- Croix.WI.US] Sent: Tuesday, May 31, 2005 5:02 PM To: Leroy Jansky (E -mail) Subject: ATU with conventional site Leroy, That Terry Haug site. It has a ATU in back of the house. Adam Schumaker was out there and claims that he has a 40' by 70' conventional site up by the garage. Bill, said that there is some buried A horizon down to about a foot and a half, but they will be below that with the system. If this thing goes ahead, for both initial and replacement site, does Bill have to have state plan approval to use the existing ATU with the new conventional site? Any on -sites scheduled for St. Croix? Kevin Grabau St. Croix County Zoning Department 1101 Carmichael Rd Hudson, WI 54016 715.386.4680 keving @co.saint- croix.wi.us Zoning Department Web Page < http: / /www.co. saint - croix.wi.us /Departments /Zoning /default.htm < http : / /www.co.saint - croix.wi.us/ Departments /Zoning /default.htm> > 1 ; � � C/) ( , } \ / I § \ 2 Q ® E 3 CL i [ / , { ; k ƒ � 7 � a F / E � � � � i � � ; � � � � I � � � � 7 / o \ \ ( \� c / §# k f %ƒ ) 7 I q ] {]EJ0 a =+«« :3 CD CL CD f \ \ m,Cn # &s$a; §nE -g @g¥ \ƒ ±±§) J;0 ({ {) ka ([G[a -� <_ E3cn a) o m =& ] § ° 2E(11 : -&0E > - CDa) 0) F c \\\t /� 3 m aE; ID CL ,mm± [\ /ifg 7 @72BE N a2 = o._Qmo f ( n ° 8#J =�D %k * $ /§ M #iCD' = @k\ / \ � ) f ? 8 \ . 0 7 ? .� , ID rr > co . 2 . Ji &� E D E CD - _ \ \ 0 CL 00 3 2 ) j \ m v v Im @ E - r .. > o \/� ® k ƒ § C, \ X c § ° i a k { k CD # � ■ \ E 0) o , R 3 E£� f � E § q 0 § \ � § \ 2 C y co k § e C) r! r ¥ k ! / / k k m » a § q 2 § w / 2 § \ 7 c g 7 �§ �g 7 § ■ � � , � � � � � � � � � \ � � m @ � a � / \ ■ � \ � % — � I Safety and Buildings Division 201 W. Washington Ave., P.U. Box 7162 W Madison, WI 53707 - 7162 iC#�►/1v' in a � �l "ous ry Sanitary Permit Number (to be filled in by Co.) j ,/+�' (608) 266 -3151 Department Of Commerce Number State Sanitary Permit Application / D " . �JeO144- 10. In accord with Conan 8321, Wis. Adm. Code, personal information you provide rr "t /III Project. Address (if different than mailing address; �� � may be used for secondary purposes Privacy Law, s15.04(1)(m) I. Application Information - Please Print All Information Property Owner's Na me t P rcel # l Lot # Btr7cir"fl'' ' roperty Location � Property Owner's M ailing Address j Section y, State Zip C ode Phone Number �i� (circle 4AI % 1 7 , j) II. Type of Building (check all that apply) — ^ or 2 Family Dwelling - Number of Bedrooms _ _ _._ -- Subdivisi�an Name CSM Number 1 i PubliclComtnercial - Describe Use - QCiry� ❑b'illage i wnshrp El State Owned - Describe Use III. Type of Permit: (Check only one box on line A. Complete l ine B if applicable) OZ -13 1�2— -LI A. XNew System Q Replacement System LJ Treatment/Holding Tank Replacement Only Q Other Modification to Existing System B. ❑ Permit Renewal( Before Expiration List Previous Permit Number and Date Issued vision ❑ Ce of Permit Transfer to New , Permit Re hang Plumber Owner e e of POWTS System: IV. Temp (Check all that apply) _ �. T��r. - Non - Pressurized In -Ground El Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil !� At -Grade ❑Single Pass Sand Filter! J Constructed Wetland Pressurized In -Ground © Holding Tank L7 Peat Filter ❑ Aerobic Treatment Unit [1 Recirculating Sand Filter ` ❑ Recircul8tirag 5yntttttteatltr Media Filter Leaching Cham [I Drip Lin Q Gravel -less Pipe ❑ Other (expla - V. Dis ersal/Treattaout Area Information: _ -- ---- -- Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (st) System Elevation ��3> z E > ?tea �aT VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Fiber Plastic il Gallons Gallons of Units i Concrete Constructed Glass New Existing Tanks Tanks f Septic or Holding Tank 4 r7 1 Treatrne �A�l ob; c ra Unit O ing CiuunCar V� II. R esponsibility Statement- I, the undersigned, assume responsibility rinsAllation of the POWTS s I►own o n th attached plans. Plumber's Name (Print) Plumber's Si gnature P PRS Number Business Phone Number _ Plumber's Addre ss (Street, City, State, Zip Code) i VIII, County /Department Use Only � 1 Y.... -.� A . ♦ Ci n..nn..a /llr-. CtainRC� Q Approved ' C1 Disapproved n Owner Given Re ason for D enial Sa Permit Fee (includes urounowater Late rssucu ao5uu g -e— . ... , ^� ^••'r Surcharge Fee) IX. Conditions of Approval/Reasons for Disapproval complete glans (to for the system on paper not less s 11. inches in size SBD -6398 (R. 01/03) Nvisconsin Department of Commerce September 26, 2002 CUST ID No.267341 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/26/2004 o � sg 3 0 2002 ST, CROIX T COUNY ZONINO Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 www.commerce.state.wi.us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Westlake Builders Inc Carriage Lane Town of Hudson St Croix County NW1 /4, NW1 /4, S22, T29N, R19W Lot: 2, Subdivision: Windsor Heights FOR: Description: Four Bedroom In- Ground Pressurized System Object Type: POWT System Regulated Object ID No.: 869183 Identification Numbers Transaction ID No. 785711 Site ID No. 649997 Please refer to both identification numbers, above, in all correspondence with theagency. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans, "Conventional Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD — 10567 -P (R.6/99) and with the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD - 10573 -P (R.6/99). • The leaching chambers must be installed in accordance with the manufacturer's printed instructions, the plan approval and Comm 83, Wis. Adm. Code system sizing criteria. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. • The modification to the Wieser tank is to be in accord with the procedures defined by Wieser Concrete Inc. wally An e-mail letter, attached to this plan, from Wieser Concrete is to be consulted by the contractor prior to modification of the tank. WEID The Orenco Systems "Advantex- Treatment AX20 -Mode 3b" (filtrate discharge) unit must be installed in COMMERCE accordance with the manufacture's printed instruction and system sizing criteria found in Comm 83, Wis. Adm. D oil" DINGS Code. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. DNDENCE - . A maintenance and monitoring contract for the Orenco Systems "Advantex- Treatment AX20 -Mode 3b" (filtrate discharge) unit is required for the life of the system. A copy of the initial contract signed by the owner(s) must be submitted to the county for review, prior to issuing of the sanitary permit. ARTHUR L WEGERER Page 2 9/26/02 • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) 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. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(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. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, - 1 Charles L Bratz POWTS Reviewer II , Integrated Services (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz@conlinerce.state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, , Wastewater Specialist, (715) 726 -2544 e TITLE SHEET Page � of 1 I A dosed in- ground system with pre- treatment and pressure distribution for a _ bedroom home. This plan has been prepared in accordance with the Conventional Soil Absorption Component Manual SBD- 10567 -P (R.6/99) and the Pressure Distribution Component Manual SBD - 10573 -P (R.6/99). Located in the NV - ) 1/4 of the NVJ 1/4 of Section 3Z, T . N,R la W, Town of =y�SOrJ ST- C \mil X County, Wisconsin. t INDEX v e k zj� F Pa ge 1 of 11 TITLE SHEET V Page 2 of 11 PROJECT DATA V'4& �Q�? Page 3 of 11 MANAGEMENT PLAN �OV Page 4 of 11 PLOT PLAN Page 5 of 11 PLAN VIEW O,Y Page 6 of 11 LEACH CHAMBER DETAIL ` Page 7 of 11 DISTRIBUTION PIPE LAYOUT Page 8 of 11 ORENCO ADVANTEX SYSTEM Page 9 of 11 TYPICAL LIQUID LEVEL POSITIONS Page 10 of 11 PUMP CHAMBER Page 11 of 11 PUMP PERFORMANCE CURVE PREPARED FOR PREPARED BY W FE CEF Sv I L . TEST S sv CC AHD . DES 2 CS" SEF:ZV ICE P.O. BOX 74 421 K. KAAIX ST. RIVU. FrYLS. YI 54022 C tt1, li5-iu -0165 PRt ap TM���oa p6p of Ell S� CpRRESF . FfiTM.il�t l wr:�c�e�1 D-915 suswosra. w_ SI I G ~ $ _ Z ,-.l -1WL Job No. OZ -153 PROJECT DATA Page Z- )� A portion of the original system area has been excavated to provide a walk -out for the 4 bedroom home under construction. Due to unsuitable landscape, well location and filled areas there is no other suitable location for any type of soil absorption system. An Orenco AX 20.- 3b will be installed to obtain BOD50f X30 mg /1 and TSS of < 30 mg /1. The loading rate of the moderately structured sandy loam can then be up to 0.9 gals /sq.ft. /day and the proposed cells can be 24" above the limiting factor._ 3 dosed cells, each 3'X50' long with high capacity sidewinder leach chambers will be installed providing_ a loading rate of 0.$jgal /sq.ft. /day. The Advantex system will utilize the existing 1200/800 Wieser tank which will be modified as per Orenco requirements. A 750 gallon pump tank will be installed to dose the leach chambers by pressure distribution. SYSTEM MANAGEMENT PLAN Page 3 of �l Management and maintenance of this system is critical to its proper operation and longevity. The system owner must be provided with a complete set of plans including this management section. GENERAL Proper functioning of this system is-dependent on the amount of water (not more than 600 gal /day) and the quality of the water. Influent quality must not exceed 220 mg /L BOD5 and 150mg /L TSS. After treatment by the Orenco Advantex AX20 system, the effluent quality must not exceed 30 mg /L BOD5 and 30 mg /L TSS. MAINTENANCE Maintenance and monitoring of the AX20 system is to be performed by the Advantex Treatment System dealer or an operating and maintenance agent of the dealer. The maintenance agent will determine when the septic tank needs scum and sludge removal. A licensed pumper should then be contacted. The dose tank should be.inspected at least once per 3 years. Periodic inspections at the observation pipes should be made to determine if any ponding is taking place in the absorption cells. Also check for any seepage to the ground surface. CONTIGENCIES If the septic tank /Advantex system becomes defective , the component must be repaired or" replaced. If the dosing tank or any of its components become defective, the component must be repaired or replaced. If the soil absorption cells fail to accept wastewater, additional cells should be installed in the alternate area with provisions to alternate flow between the initial and alternate cells. X 41 Questions about the operation or maintenance of this system should be directed to: The County Zoning office at = S _186 _ q�8o 9 T - 1X The system installer at 115 -3b_b -312 -) S0-i CuM The tank manufacturer at e 3 Lv ��_7S The pump manufacturer at L �,puLnc The Advantex dealer at kn_Z3 - 1 Of PLOT PLAN Scale 1"=1(z) ' Sop w o FoAK OjZ�I�iC� AD1�I1��� 'X SEE CORRESPONDENCE L) t317 RJR ti�ME Page q of �oS 'i" ? \j (,- r,M, L:�xckvVil vo o 3 B •Z Prt - C�I..LS BA S� O U C_ )�,7; C - �-LLS S�z PQ,. _ S of 1) W�l \_ \S 7 S O S1.J OF C� Lg . N m N r NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( 6 required). 3. Sep - tac tank to be \ Zzd l8ex gallon capacity manufactured by 1�V1 , ( Ney7 b r't he `Tlj 8 "1 S O G �t k � t 3 M 4. B ench mark L� 'jp p 1 KoY l Cam) PC L3 CpRJjks_I•Z �. Divert surface water around system to prevent ponding at the uphill side. 0 0 J 1. 0 L-L D E3 � L 1 0 EL Ulm �771 Tl p (S U� L--3 L,�V S 0 1.57 J 7? O\) 5 A- OF LI Distribution Pipe Layout Page � of \� Place the holes at the top of the distribution pipes at equal spacing. Place the last hole at the bottom of the pipes. Remove all burrs from the holes. Support and anchor the pipes using grade stakes before installing the chambers. End View r If Lt�'N V 1 :- P s' , z2'4v e F. " - P 4S Ft. Hole Diameter Inch S Ft. Lateral _ 4 Inches) X Inches Manifold Z Inches Force Main " Inches l of holes/pipe--Ls Invert Elevation of. Laterals VD�-S ZFt. 2SX b . A\ - 10,ZS X 3 z Gp" AUC -21 -2002 WED 12 :46 PM ORIM0 SYSTEMS INC. Z Lam_ CL � n CC aJ A c r v � I I S n� z •� .r. o � t? � p a post -it' Fax Note 7671 To `. Col�apt - Phone a FaxA T 0 0 0 3 m � �a Q. Lv a) �3 N _t } d o - Oa Pa9l l ne . li.S Faferts "°s9� 8 Y P N A NG Grcxn 8y: GkCS /A�uM ' " AD VANTEX'= AXZO MODE 5,480,561 4,4j9,J23 and 5,492,eJ5 Proved (?y: Grcx Orowinc No. Other Porenrs Pendliv 02001 Orenco Systems Inc: m ne �:r ApprcuEd: ReviSkr: ;em: IIZ /GI Sc01:: t' = 4' CA aroM S`�SbrnG eieorare FAX N0. 541 459 2884 P. 01 A GE CI OF - I I El �Cc CU J r V 0 r 'tip Ill r C V' m C7 03 r C Q U y co �D O N Q C I co x CL CD i I 0 D < CD E ? E > o > l � P G a G I CO) C LA CD O I G I I I I � 2c I I C'7 I I O rt 0 r I r d t7a NM I CD p s tl v . 'e e n c ° t Designed By: ES Drawn By: CINtS kA0DAl1 Title: Typical Liquid Level Positions for Residential U.1 Patents AdvanTex' Treatment System with MVP Control Panel �► 5.531.694 and 5,460.561 • 4,4 and 5,. O ther thn Patents PeMin Approved BY: Drawing: 1 OF I Drawing No. ®1996 om mo system q ex. Date Approved: Revision: Dote: U11/00 Zak: P =1'4* OWIMI SYSMMS Inamporated PUMP CHAMBER CROSS SECTIOM ARID SPECIFICATIONS ' PAGE l7 OF YEUT CAP 'i'C.Z VENT PIPE WEATHER PROOF APPROVED LOCKING MANHOLE '— 10' FROM DOOR, JUMCTIOLI Box COVER WITH WARNING LABEL WINDOW OR FRC5H I2�MIl1. I AIR IJJTAKE 1 GRADE I 1 `1' MIN. � - � 18 MI IJ. COWDUIT 19'PIIAJ. 11� INLET PROVIDE AIRTIGHT SEAL 1 IJ APPROVED JOINT A APPROVED .IOIUTS i i I ALARM I. 1 o1J LLEV. J_ I PUMP - -J .� OFF O (gyp CONCRETE bLOCA RISER EXIT PERMITTED ONLY IF TAWK MAIJUFACTUREJt HAS SUCH APPROVAL IT' APPROYED Ba:OD I � 5PEC.IFICAT10k1S DOS tA c�,y c�Z , •rALIKS MAIJUFACTURER: S '� NUMBER OF DOSES. PER DAU TAAIK SIZE: S O GALLONS DOSE VOLUME z ALARM AAyUFACTURGJt: S.J t� -�-�L� SAS (L� 'J,S INCLUDIM(o OACKFLOW: �Z� GALLONS AODEL NUMBER: 'Z) 1 Ht-J - - CAPACITIES: A = -? __INCHES OR 4 ps '6 WLLOAiS- SWITCH Tun: f eu y B =_Z INCHES OR � �' �' Gy LLOLIS PUMP 1"1ANUFACTURCR: GOUL -�S C= _IIJtHES OR t '� GALLOIJS MODEL NUAZ' X*. t�P0 O n --�-. =HES OR GALLONS SWITCH TYPE: DOTE: PUMP AMID ALARM ARE TO bE D MIN IMUM DISCHARGE RATE S GPM INSTALLED OIJ SEPARATE CIRCUITS ' VERTICAL DIFFERENCE 5ETWEEU PUMP OFF AU0.015TRIBUTION PIP_. 6 '�? FEET + MIkJIMUM NETWORK SUPPLY PRESSURE , , , , , , , , , , (, _.S o FEET + X35 FEET OF FORCE MAIN X L -Q N F T FKICTIOLI FACTOR. 7Z -j S FEET �ZO - QS = 13S TOTAL OyIJAMIC J = � -FEET .. '-- - - -�.- As per :manufacturer Zc�.?$ gal /in. Liquid depth 3� `` F= 46 s X ( H Ll co t •� a x .� ay u r a� m • p •' N ° ?A b x of f. V I: (h �m Js �n Y Q i X O V =n r �N K w P L E a t 's 3 r r CD Do d Q m � I 0 rn[ 3 N m a A m 4 +3 N T cr o 7 � � 0 m - u N a Q. 1; i 41 7 �y invert 11' ' O r_ LU Pt�6� 6 o r- ) 1 cn W W Ci! 3 IT+I • • • f U Q (D O I , CP rn = -r, r - IT :a ♦-h CD ` 0 X CL (D CJ CD -� C: a Iv < � tD C: X 3 0 O - cy C 0 1 C CD �a a'� o 1 p iJ O ...1 CL c CD < fD Q m —J. Ul `� a (n Q N X CZ 3 C �J (D 0 0 x• (n W j N Ci s w CD m a Q. 1; i 41 7 �y invert 11' ' O r_ LU Pt�6� 6 o r- ) 1 n W Ci! 3 IT+I ` �tt O �n n Pt�6� 6 o r- ) 1 r `V C n W Ci! 3 IT+I ` �tt O �n n CP IT :a r `V C Goulds pfvGE 110= �1 Submersible Effluent Pump M u 3871 EP05 APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS Pump: EPO4 • Solids handling capability: 3 /4' maximum. r -� • Capacities: up to 55 GPM. • Total heads: up to 24 feet. • Discharge size: 1 NPT. • Mechanical seal: carbon- rotary/ceramic- stationary, BUNA -N elastomers. • Temperature: 104 °F (40 °C) continuous 140 °F (60 °C) intermittent. • Fasteners: 300 series stainless steel. • Capable running dry without damage to components. Pump: EP05 • Solids handling capability: 3 /4' maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size: 1 NPT. • Mechanical seal: carbon - rotary/ceramic- stationary, BUNA -N elastomers. • Temperature: 104 °F (40 °C) continuous 140 °F (60 °C) intermittent. • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Automatic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ■ EPO4 Impeller. Thermo- plastic Semi -open design with pump out vanes for mechanical seal protection. ■ EP05 Impeller: Thermo- plastic enclosed design for improved performance. ■ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ■ Motor Housing: Cast iron for efficient heat transfer, strength, and durability. ■ Motor Cover. Thermoplas- tic cover with integral handle and float switch attachment points. ■ Power Cable: Severe duty .rated oil and water resistant. ■ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING SP• Canadian Standards Association (CSA listed model numbers end in "F" or "AC ".) L L 0 2 4 6 8 10 12 m °/h CAPACITY • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor: • EPO4 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • Power cord: 10 foot standard length, 16/3 SJTO with three prong grounding plug. Optional 20 foot length, 16/3 SJTW with three prong grounding plug (standard on EP05). METERS FEET 10 9 30 s 25 0 7 a w x v 6 20 } 5 0 15 J 4 H 0 3 10 2 5 1 0 0 01995 Goulds Pumps, Inc. Effective May, 1995 B3871 1 i EP05_` — i I 7 i n 95 3n an Rn ralu L L 0 2 4 6 8 10 12 m °/h CAPACITY • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor: • EPO4 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • Power cord: 10 foot standard length, 16/3 SJTO with three prong grounding plug. Optional 20 foot length, 16/3 SJTW with three prong grounding plug (standard on EP05). METERS FEET 10 9 30 s 25 0 7 a w x v 6 20 } 5 0 15 J 4 H 0 3 10 2 5 1 0 0 01995 Goulds Pumps, Inc. Effective May, 1995 B3871 N visconsin Department of Commerce September 26, 2002 CUST ID No.267341 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 RECEIVE' A, r, . 6 2002 ST. CKUIX COUNT' ZONING O FFICE Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 www.commerce.state.wi.us /sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, S ecretary ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/26/2004 SITE: Westlake Builders Inc Carriage Lane Town of Hudson St Croix County NW1 /4, NW1 14, S22, T29N, R19W Lot: 2, Subdivision: Windsor Heights FOR: Description: Four Bedroom In- Ground Pressurized System Object Type: POWT System Regulated Object ID No.: 869183 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans, "Conventional Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD — 10567 -P (R.6/99) and with the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). Transaction ID No. 785711 Site ID No. 649997 • The leaching chambers must be installed in accordance with the manufacturer's printed instructions, the plan approval and Comm 83, Wis. Adm. Code system sizing criteria. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. ARTHUR L WEGERER Page 2 9/26/02 • The modification to the Wieser tank is to be in accord with the procedures defined by Wieser Concrete Inc. An e-mail letter, attached to this plan, from Wieser Concrete is to be consulted by the contractor prior to modification of the tank. The Orenco Systems "Advantex- Treatment AX20 -Mode 3b" (filtrate discharge) unit must be installed in accordance with the manufacture's printed instruction and system sizing criteria found in Comm 83, Wis. Adm. Code. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. • A maintenance and monitoring contract for the Orenco Systems "Advantex- Treatment AX20 -Mode 3b" (filtrate discharge) unit is required for the life of the system. A copy of the initial contract signed by the owner(s) must be submitted to the county for review, prior to issuing of the sanitary permit. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) 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. Owner Responsibilities: Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation /operation. ARTHUR L WEGERER Page 3 9/26/02 In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(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. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Charles L Bratz POWTS Reviewer II , Integrated Services (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz @commerce.state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, , Wastewater Specialist, (715) 726 -2544 t commerce.wi.gov l sconsin Department of Commerce RECEIVED A�Ct" R &ORT ST. CROIX COUNTY SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 www.commerce.state.wi,us/sb (715) 726 -2544 Date of Inspection: April 20, 2004 Project Name: Haug Parcel ID: 020 - 1342 -10 -020 (.1818) Legal Description: NW, NW, 32, 29, 19W Site Number: 649997 Subdivision: Lot 2 Winsor Heights Municipality: Town of Hudson County: St. Croix Plan Transaction Number: 785711 Sanitary Permit Number: 399537 Wastewater Flow: 600 gpd Persons Present: Owner Sy �G�1/Ltx This inspection was completed pursuant to s. 145.20 (3) (b) Wis. Slats., as part of the annual audit of the St. Croix County Private Onsite Wastewater Treatment System program. The following issues were noted at the site and require attention by the owner: 1. The fill around the septic /dose tanks and Advantex unit has settled and should be landscaped to better protect from freezing conditions and prevent excessive surface water from infiltrating near the septic /dose tanks. 2. The maintenance contract for this unit has likely expired. A new contract, with a licensed maintainer, needs to be obtained. Contracts nay be year to year or multi -year, and the maintainer must report all maintenance activity to the county. The county is currently not receiving any maintenance reports. 3. The owner complained about sewer gas -like odors in the home. It is suggested that the owner contact a master plumber to inspect the inside plumbing for a potential sources. 4. Recommend servicing (complete pumping) of the dose tank. There is approximately 6" of black floc in the bottom of the tank that suggests some may be discharged to the distribution cell (drainfield). Issues for the installing plumber /maintainer include: 1. The force main configuration into the Advantex unit should be protected from freezing. It is currently exposed to the surface and subject to damage. 2. The force main from the dose tank to the distribution cell froze up during the winter of 2002 -03. The depth of installation and protection from freezing conditions need to be evaluated by the installer and protected from freezing as required by code. 3. There is no record of the 12 -month service required for the Advantex unit as per the manufacturer's requirements. The installer /maintainer shall complete the required maintenance immediately and submit reports to the county, and the manufacturer's representative Mark Prevost (715.831.4630) at First Supply in Eau Claire. 4. A deed notice shall be recorded indicating the need for yearly maintenance as per Comm 83.21(2)(c)5, Wis. Adm. Code. Contact the county for details. If you have any questions regarding this report, please contact me. Leroy G7Jn�sky, stewate pecialist 715/726 -2544 Voice 715/726 -2549 Fax r Name and Address: William Schumaker, MP 227990 1070 Scott Rd Hudson, WI 54016 Certified Soil Tester Name and Address: Kim O'Connell Owner Name and Address: Terry Haug ` ✓�C�G cc: ©County ® Plumber ❑ CST ❑ Owner ❑ Other Bratz. Charles From: Andy Winkler [Winkler @wieserconcrete.com] Sent: Wednesday, September 25, 2002 12:05 PM To: 'cbratz @commerce.state.wi.us' Subject: Plan ID #785711 Charlie, Core drilling a 4" hole in the center wall of our 1200/800 will not affect the structural integrity of the tank. This procedure may be done by the contractor if he /she contacts Wieser Concrete and is properly trained. If procedure is not properly done and the tank becomes damaged, Wieser Concrete accepts no responsibility. Thank -You, Andy Winkler Septic Sales Wieser Concrete Inc. E -Mail- winkler @wieserconcrete.com www.wieserconcrete.com (800) 325 -8456 Wisconsir „Department of Commerce PRIVATE SEWAGE SYSTEM ' Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 'ermit Holder's Name: city Village X Township Haug, Terry Hudson Townshi ;ST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic Vent to Air Intake ROAD Dosing 2 !o Aeration � -- Holding 23 r > t� TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic 2 !o / � -- Dosing 23 r > t� f 2 1 30 Aeration SUHt Inlet Holding St/Ht Outlet PUMP /SIPHON INFORMATION Manufacturer S Model Number TDH Lift Friction Loss System Head Forcemain Length I Dia. Dist. to Well ” ,0 2 tt SOIL ORPTION SYSTEM g 1%01� RENgbV Width Length No. Of Ti DIME NS 3 5p l 3 INFORMATION co P/L JBLDG is I 1 Spac x Pressure System Only DISTRIBUTION SYSTEM Header /Manifold u Pipe( Length C& Dia SS e ng SOIL COVER Ft fi5 6.0 c (E/STREAM LEACHING Manufa to r. 5(,& CHAMBER OR T„ UNIT Model Numb " Hole Size �i Ix Hole Spacing [A 2.`F" xx Mound Or At -Grade d rve. T Depth Over -- [Dapth Over xx Depth of xx Seeded /Sodded xx Mulched P P Bed/ rrench Center Bed/Trench Edges Topsoil ` U Yes [W No �] Y (#NNo Yes CO , clude cod pe ops es a .) In #1: AjQ� `( l Z Ir�spec' #2: d.10406 C 6mv%co ) AR LA- wtu' 0 GK' W 5'r/ Location: 454 Carriage a Hudson, WI 54016 (SW 1l4 NW 1i4 32 T29N R19 )Win sorHeights L am/ arcel N : 32.29.19.1818 ++ rr T 1.) Alt BM Description = "' � j sydl �� $c /� l0.ad T'D`B • � �" O'� F�+,� 1�.. ��.o S`fs 2.) Bldg sewer length = - amount of cover Plan revision Required? Ye FI No {- I Use other side for addition ormation. 1 L-- -____. ! -- (� vle Date to InsepcJ�rs S' natu '4 �Yert. No. SBD -6710 (R.3/97) �'utJLOL. P ( �'7 I�S1 ELEVATION DATA County: St. Croix Sanitary Permit No: 399537 State Plan ID No: Parcel Tax No: 020 - 1342 -10 -020 STATION BS HI FS ELEV. Benchmark �• � 111 • `-E ! trt) • e Alt. BM Bldg. Sewer SUHt Inlet i St/Ht Outlet Dt Inlet Dt Bottom Header /Man. Dist. Pipe Bot. System ITS J 4- • a T Final Grade S`�S cS•� St Cover rs�` �.10 IeS 3i' Dia. I I I Safgy and Buiidicis 20i W. wahiustan 84'. F.G. Box ? ►d2 t�di�►, a't J$TQ7 - 7td� ; y you plevid� cwk it Reviatan�'/9c�3 — tn NNW W& yetllMr 11,��i. �. �• OW �...,.� RECEIVIO DaLv - t34Z -!o —o Z o Y a A OCT f a 2001 �, 3 a9 N � 9 5p'� AJ (/ wimw Nwnou IL N a t � xCJMMGC elm : a awlim" of "Mm Ty i ( mlc so boat as no Md U0 WNW 41 KGWL% Tatk /aaa 1a4d . A / trnebe r{ . • w j of 1 6 Q Addition an gw amm vie) i 410 laid nor a* CaarmvW Wetland 4S MWIS ha s� e � � arias vatlo�4 i T:ttna: aYia ` K rDayttS .Pt.y i s r la . /_/S Idyl l d° Yo /a - ion atsar r#4 I i r Plxatic; Goaanr Cottstr w .odl,, I- W, /�,��.�... sL��.��,�r L�.� -�-�� �a�4Q�J his• �3�6�3r� / Ap attdwlEYtdi ad �ttalun (ova amyaj q �i��fssx �Mixg w� �oW73 f� u- w►iY�- So "� f �o ¢'w So, /,.hscrpftlrn'_ we-it � f Jl,.e a...c�r'�.�o a w...c.c �4.p F �..t I T e� ('�a✓� +^aw ���_ i , Safety W Badiris ;.:-.3;V1 / $ 1 '' y i 201 w. wasWaitan Ave.. P.O. Box 7 i62 Mtactt,oa, an !3'07 - � cat Y�-^ °`• Mn f ft en t o f r0 � Nutoba to Mud Wilk CeMN1 ilk. llYSk. AM wMattim you pav .... -�i N � o�� REc��� a o,;Lo - ,342--io -Dz, ... � to man OCT 1 5 2001 ,' 3 a9 Nusaoac � Nom a a. rn. ar t ss � I �� Q` waft aw► car >'as u •�+ a3 ! *w iritw► q Ant" at stt 6 Addisloa w i �. 13 Gt�ltlt iiudt�ey 1r� 1rtWd ` i tCbtttN W� 44 NO 4ftw'IS' m tD� UE) 41 m ud Furor a�fl caaaaysa�a w.�d s} Q D* I* bkk 41 ❑ Newlsw TM* 410 3 00 (3)3- � nc V � o plaplad RY1t .LDoydSq.Pt.} � �levarian jdG G 1 3 � Id. l 191"Id .� q �°� �vs• Yore .o io�� �' az $= r iavlaa%wer -Tog bill Conti FFI 1 pluou Comumd 3Joso ' i cow of Tto UFO tit. r s^ ft!"!Ik L gal Jim = 40 % IL at dtmtl:n i'�ernyt} Q 'M ado o fju #fffk it"/ It L S' `1�ie .�D�tl � � �.�{ �,., �+.i�. 5O f,o'►M -`'w Soi� a.�Sa7�tb�wi J' ' wc(1 ww >> bL G� N+ �9�wrT e��1 ��+✓ �Nv��Ta1(�!1d . 7rLiN�� Col/GC y M iti M, \ xlt% t ' r v rt � 1 v rt � e .m 1 e .m L G t\ O O .. f. 0 F- c iM 0. 0 C� v V .v ' G � L G t\ O O .. f. 0 F- c iM 0. 0 1Z AG E ` -~'� O -S N I E� a N TiI 4 Of 7Z r � . ias N ! L �i 0 W . N �• O CD �• w {. •�i� t x ? R � cn 0� M r . CA CD k w � Q iQ C iQ C r Q m Cr C2 N L2 �_ r` , r cl \ i l Q =_ a s • I Ifni I Invert 11'- -} R Vl ,W6 Department of Commerce Division of Safety and Buildings Bureau of Integrated Services Attach complete site plan on paper not less include, but not limited to: vertical and hod; percent slope, scale or dimensions, north APPLICANT INFORMATION - P/ Personal information you provide may be used for if Property Ownqr / _ / / Pr — er's Mailing Address ' Zz; Z" � Y City State Zip Code SOIL AND SITE EVALUATION Page _J_ of 3 7 tanc h S. ILHR 83.09, Wis. Adm. Code j,, x 11 irtes in siz must County ar��), dir g and ca e t rest road. Parcel I.D. # DE 0 2 1997 print WeW atron.1, Reviewed by Date dry purpo�ly Law, s, 5. (t) (m))• 1+ Z - V `q Property Locati \ Govt. Lot 1/4 1/4 ' S T ,N,R For + Lot # Block# Su b& Na a or CSM# ' s Phone Number ❑ city Village ® Town N New Construction Use: Residential / Number of bedrooms y Addition to existing building ❑ Replacement / ❑ Public or commercial - Describe: Code derived daily flo gpd Recommended design loading rate _ bed, gpd* ,, /, trench, gpd* Absorption area required WO bed, ft 2 , ADO trench, ft Maximum design loading rate - , bed, gpd/fF tVench, gpd P Recommended infiltration surface elevation(s) �l �3 ft (as referred to site plan benchmark) Additional design/site considerations Parent material & Flood plain elevation, if applicable ft 1 S = Suitable for system I Conventional I Mound In- Ground Pressure AT-Grade System in Fill Holding Tank U= Unsuitable for system S❑ u 21 S El El S El E9 S ❑ u ❑ S O U ❑ s 19 U Boring # 13 Ground elev. ✓24zft. Depth to limiting factor min. Boring # Ll Ground elev. 1 Depth to limiting factor SOIL DESCRIPTION REPORT Remarks: _ZZ Remarks,; CST Name (Pleas Pri Sig ture Telephone No. Address Date CST Number e Dominant Color Mottles .. .. ti �AMMN mm Remarks: _ZZ Remarks,; CST Name (Pleas Pri Sig ture Telephone No. Address Date CST Number e PROPERTY OWNER PARCEL I.D.# Boring # El Ground elev. A-zi— Depth to limiting factor _Zin. Boring # El Ground elev. AtLft. Depth to limiting factor m in. Boring # Ll Ground elev. A'aft. Depth to limiting factor 4,2 in. Boring # 13 Ground elev. ft. Depth to limiting factor /�x --2 SOIL DESCRIPTION REPORT Page of I Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots 2 Bed Trench ^$ A c 4 Remarks: WAM Remarks: Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD /ft2 Bed , Trench ^$ A 4 Remarks: ' Remarks: SBD -8330 (R. 07/96) 'I Sox �u ry /wl - A44 - sic �? �aSoA1 /) x1,910 Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall 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 file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Saecifications Sanitary Permit Number 3 a t - -7 - Number of Bedrooms Li Design Flow - Peak (gpd) oo x i. ,f" Estimated Flow - Average ( pd) yocl-�' # Septic Tank Capacity (al) 2 o v Soil Absorption Component Size (ft) 220 T pe of Wastewater Domestic 150 Table 2: Soil Absorution Comoonent - Limits of Reliable operation Table 3: Maintenance Schedule Septic Tank Septic Tank Component Soil Absorption Component Design Flow - Peak ( pd) Soil Absorption Component k_ q.6 Maximum Influent Particle Size (in) 1/8 Maximum BOD a ( IL 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall 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 cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management plan for a Septic Tank and Soli Absorption Component filter Is equipped with an alarm, the filter shall be serviced if the alarm Is activated continuously. intermittent filter alarms may indicate surge Howe or an impending continuous alarm. The septic tank shall have Its oontents removed when the volume of scum and sludge In the tank exceeds 113 the liquid volume of the tank. if the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation In the tank. Manhole risers, gooses risers and covers should be Inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced, , Exposed access openings greater than 8-Indies in diameter shall be secured by an effective locking devices to prevent accidental or unauthorized entry into the tank. No one should entryr a septic or other treatment or holding tank for any reason without being In full compliance with 0314A standords for S~nq s confined "so. rho atmosphere within the septlo or other tnsatment of holding tank may contain lethal Vasa, and rescue of a person ft+am tho interior of the tank may be diffi W/t or Impossible. r Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank Is no longer used as a POWTS component, The soil absorption component serving this structure is designed to accept domestfc wastewater from a moldontlal facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation, Good water conservation practices by all occupants and the insteilatian of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least In onto every three years. The Inspection shalt Include recording the levels of pondinn c , r If schar e the observation pipes, and a visual Inspection for any evidence of surface seepage 9 from the component. On steeply The s discharge of domestic i and ms t c was a water a sewage reported to the owner for rope from the system Is prohibited and considered a human health Hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of $now cover over the component may lead to hydraulic failure by freezing. This type of failure Is usually temporary, but Is difficult or Impossible to repair until weather conditions improve, in general, soil compaction over this component will reduce diffusion of oxygen Into the soil and dispersal cell, Which may lead to more intense, and earlier, organic clogging of the soil. 2 � � t Management Pion for a Lfeplic Tank and $61 Absorption Ccmpement Plantings of dsaf o ted teas and shrubs directly over of within tan fiwt of the cwWant should be avoided alnce rook Intrusion lhtO the WnpOnent may OWtrUd wastewater flW- Contlnsarwy Plan in the event of "y stom feli a new sy oouid of instated in o n altarrats era. With th Installatw of a Q1Vw r valve, the axlstfng ayswrn could also be *AM Ow a Wad of Was to four y ears. It is the property owmmws rosponalbiiityr to maintoln the alternate area few from any plantino of fret", shrubs, eta in car of faikra of the ori syetM'n, the altM'nat0 arts will be needed. tf bray trees, shrubs, eta have been planted on the aitsrnsts area, trey► will have to be rearoved at Why owners exper". Ii! aiwrtats area is dostroysd, there we other alternative systerN that an ba watg, In whit, could result 1n added espsnsa to owner Any tonic "mclonment shell be dons In accordance with Wisc. Code 43.33, Any questions rapardino thin oods, picas w t d your loaf Zoning GMioe or contact the Metalling plumber. ,�:a►N r � t`a�, rci. �'"': t5 �,�8 tr � � tp`$ fl • ST C;ROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP C,;ERTIFICATION FORM. Owner/Buyer 1 v - _ - -- Mailing Address Property Address 41 2 40(144 (Verification required Planning Department for new construct '!5 Si. City /State _ /Ccso'rL, 6'r./, Parcel Identification Number 02 - 1 3 22 10 02 0 LEGAL DE SCRIPTION Property Location AW ' /., t/� 1 4, Scc. , T o`/9 N -R /l V own of A __ r ti L s � �e-cA �, •�s , L # Subdivision / _�- Y , __.�.. -�., � - - Certified Survey Map # Volume , Page # — --- -- Warranty Deed # _- � - 2 e • Volume �;_ Page # Spec house ❑ yes �A no Lot lines identifiablek yes ❑ no SYSTEM MALNT -ENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper Martitertaace consists of puroping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the oyster" can affect the function of the septic tank as a treatment stage in the waste disposal system. Tl►e property owner agrees to submit to St. Croix Zoning Department a certification form, sighed by the owner acrd by a rnasterplurnber, journeyman plumber, restrictedpiurnberor a Licensed pumper ing that (1) the on -site wastewaterdisposal system is in proper operating condition and,'or (2) after inspection and pumpi septic tank is less than 113 full of sltitdbe. Uwe, tine undersigned have read the above requirements and agr aintar +ivate sehv a disposal systems with the standards set forth, herein 4"PI X T S C - r A N T s set b the Department of Commerce and th e artment %we Peso it s, State of Wisconsin Certifi+:ztion stating that youm has been maintained must be co ed 00 r turned to the St "i- ix County Zoning Office within 30 � X z� days of the th tion date. ST zQ�' �y [0/ { / ©l SIGNAT N /} � 111 \\ DATE OWNE CE IFIC:ATIQN r 9 I I (we) certify -tat all statements on this form are true to the best of my (0 knowledge. 1 (we) ant (arc) the o�4Trer(c} of the property d scti 7cd above, by virtue of a warranty deed rccorded ir, Register of Deeds Office. SIGNATCI r A PLICANT DATE • *�• "* Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. •" Include with this application: a stamped warranty deed front the Register of Deeds office a copy of the certified survey Wrap if reference is made in the warranty deer) Vol. 1554 343 STATE BAR OF WISCONSIN FORM 2. 1999 Document Number WARRANTY DEED This Deed, made between West Lake Builders, Inc., a Wisconsi Corporation Grantor, and Terry D. Haug and Luana Fay Haug, husband and wife Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area /D - 632593 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 10 -30 -2000 9:30 AM WARRANTY DEED EXEMPT N CERT COPY FEE: COPY FEE: TRANSFER FEE: 229.50 RECORDING FEE: 10.00 PAGES: I Lot 2, Windsor Heights in the Town of Hudson, St. Croix County, Marne an t'AtLC d (ALLEY BANK, N.A. Wisconsin. 1301 Coulee Rd., Unit 2 Hudson, WI 54016 020 - 134 -10 -020 Parcel Identification Number (PIN) This i homestead property. Of) (is not) Exceptions to warranties: Easements, restictions and rights -of -way of record, if any. Dated this / q k day of October s AUTHENTICATION Signature(s) authenticated this __day of 2000 West Lake Bel , Inc. ACKNOWLEDGMENT STATE OF WISCONSIN ) ) ss. County ) Personally came before me this q day of October , 2000 the above named West Lake Builders Inc. a Wisconsin Coroorai e TITLE: MEMBER STATE BAR OF WISCONSIN i C ULf -- (If not, to me known to be the persoo(sk authorized by § 706.06, Wis. Stats.) iz��n THIS INSTRUMENT WAS DRAFTED BY Attorney Kristine Oglan Notary Public, Statc of Wisconsi Hudson, W 54016 My Commission s permanent. (I (Signatures may be authenticated or acknowledged. Both are not necessary) -6 /, S i Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 2 - 1999 lib exr for.aG Infarmallon Professionals Company, Fond du Lac, WI 8OM55 -2021 T OF ?' A THE sx f14 -TS A R gg pf1/4 OP TBE sif 114 OP SECTION i U_ N__PLATTE_ I' uN# ST. CROIX COtfNff, XISCONSIX, i - 1 �►N OF 8 X UR MY MAP jtlCORDL'D IN VOLUME LANDS i F CERTIFI 1'�'OU RjCISTER OP DEEDS OFFICE. - - E ST. CAR 011 S I _ ED LANDS I - I ,�'� 2. t10RTH LINE OF 66 E1� OF THE NW1 /4 S 32' 47" 2 1, - X 3 X ---- -- 08 ACRES •� �? . - 1.286 ACRES CA 4 a a60 SQ. FT C.) j v + 0 � •1 i 1 56,014 SQ. FT. j ACRES EXC. K � 1 ��' • I I: 1.190 ACRES EXC. R/W 4 4,026 SQ. FT, 5,829 SO. FT. S 86'55'08" E 419.50 t,) to � �i = I • c \r�� ''�� 80 RADIUS UL DE — SqC . • • ' Y V) A i �� �S 1.354 ACRES 58,961 SQ. FT. 1.312 ACRES EXC. R/W • ,W . - - - 1 "�� . • � S•• F 57,127 SQ. FT. Ir .v ,• `o T �� LAN _ , ` ; AC 3j / BVC .2► 3 ' 27 .. E 1 ... • . • • • /' 1.249 ACRES : • • , i s 54,397 • �^ 1 1.141 RCRES N� • �� `fl e� v . 49,696 ,SD. FT• co 23 Vv 1.090 ACHr F RES 47,467 SQ I r • . , FT. ' . • . . \ � � �� \ jam^• • „• — _ E i ." 000 /', • b •• CN 25 ti . -(o ,04 ACRES 318 SQ. FT. 1� �t. N,�• 56 4�. •�U.2 °` 45 � � 2 ACRES �� 21••••: I M9 SQ. FT. • I cv ti � • �? 1.076 ACRES v ' _ 46,885 SQ. FT. ,aapsrtrn of commwft wldGuk*qe Salvio" oft pint: on paw nA I"$ kwk4*,AFA not &rolwdW w , and tKwh Pe w"t *k Swo Or ONO 6 b S, r*M ai APPLICANT INFORMATION SOIL AND SITE EVALUATION h s. ILHR 83.09, Wis. Adm. Code 6 ) 1, amt Mat an Pill" 1.0. e. 02 1. Pf "t 4449 PA-VW -by �A ra L 9. W44 " 10 UXM G" Let Til 114 Ldf Iwo 1&*&fwft(vz ftp ) . of..S- I Al M zo co p C* vftp TOM "imag � 8ftwftnw Iftftw of b"W= Aadltlon 0 oftft bj*". PWft Or CC MWIdW • Dawft; 00ft fttAd d* *ow .(. Wd Fie"WWAwded design beft m* Abowpikm arse: rKMm tnrr ft2 . . . . . . Ma **,M doolp W&V no-" ft=mvndw "wow "UM dwow" rl" 16 oft &a A*MnW &ftuildo avIlkwaftm ftwt maw" S: - aw" tw. Mwd irw; pww" AT4ltW . 9 , M Ur E3U 7� OU MUNMW � =y * � os M U , 13 a MWItur SOIL DESCRIPTION REPORT Mon I TIK �t 3mwt Aw. �ft- 30A IV bov ador 5cAng i 13 &2A )Wth to — I aft Uff Nam Address C l no CST Number