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CROIX COUNTY, WISCONSIN OLD TXSCR01 REAL ESTATE TOWN OF STAR PRAIRIE COMPUTER NUMBER 038 - 1195 -20 -000 Parcel Number 13.31.18.1017 Claimed Date Re- certified / / Relate Number: OWNER NAME: First Last J -COR LLC CO -OWNER Mailing Address 763 205TH AVE City SOMERSET State WI Zip 54025 - Type I ec.Date Type Vol Page Doc # Rec.Date HISTORT,ffD 2284/ 364 726829 6/23/2003 WD 1517/ 272 6244360 06/07/2000 PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name- Type SD Apartment Post Office 1334 218TH AVE School District: 3962 - NEW RICHMOND Special District: (1) 1700 - (2) - (3) - W ITC Plat Code: Last Changed on: 09/18/2003 Book Number: 1 SECTION 13 TOWN 31 N RANGE 18W %160 NW 1 /440 NE Map Number: 00 - Sales Area: Parcel Control 0 TAXABLE Number of Units: ZONING: Permit Number: Type: Bank Numbers: F4 -Prev, F5 -Next, F6- Legal, F7- Value, F8- History, F10 -Exit, F12 -More GENERAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR01 REAL ESTATE TOWN OF STAR PRAIRIE COMPUTER NUMBER 038 - 1194 -20 -000 Parcel Number 13.31.18.1007 \ Claimed Date Re- certified / / Relate Number: �� V OWNER NAME: First Last JOR COR LLC CO -OWNER Mailing Address 763 205TH AVE City SOMERSET State WI Zip 54025 - Type Vol Page Doc # Rec.Date Type Vol Page Doc # Rec.Date HISTO 2284/ 364 7268-29-16/23/2003 WD 1517/ 272 6244360 06/07/2000 PROPERTY ADDRESS: - Hse # 1/2 PD -- Street Name- Type SD Apartment Post Office 1342 218TH AVE OR School District: 3962 - NEW RICHMOND Special District: (1) 1700 - (2) - (3) - W ITC Plat Code: Last Changed on: 09/15/2003 Book Number: 1 SECTION 13 TOWN 31 N RANGE 18W '/4160 NW 1 /440 NE Map Number: 00 - Sales Area: Parcel Control 0 TAXABLE Number of Units: ZONING: Permit Number: Type: Bank Numbers: F4 -Prev, F5 -Next, F6- Legal, F7- Value, F8- History, F10 -Exit, F12 -More Pam Quinn From: Pam Quinn Sent: Friday, January 16, 2004 9:18 AM To: Leroy Jansky (E -mail) Cc: Brian Wert (E -mail) Subject: Lot 12 Pine Acres, Star Prairie POWTS problem Gentlemen: Was notified in a call from Shaun Bird that the interior plumber installed house plumbing prior to POWTS installation with a connection to be below basement foundation footings. I inspected the POWTS installation on 9/26/03 for Todd Featherstone and found the building sewer /tank connection covered with 4" pipes extending to surface to obtain elevations. Noted this in the inspection report since we've had concerns with overzealous backfilling that prevents us seeing the entire system. The POWTS installer's building sewer was "stubbed" (I couldn't visually verify) for connection through the wall, since it's elevation was only a foot below grade. Building sewer elevation at 98.65', top of manhole cover at 99.6' with 1' riser ring added. Either he did not know that the interior plumbing would require a revision and changes to the original plan to have a deeper combo tank with dose chamber and pump or he was there first and the interior guy is trying to get out from under a problem. Would need to compare dates for inspections to know who was there first and who will have to be responsible to pay for the reconnection permit to install an exterior tank and sewage pump to get wastewater into the POWTSM Please advise me what our office can do to be of help. Apparently this is going to be a hot one! PAM QUINN, ZONING TECHNICIAN ST. CROIX CO. ZONING DEPT. PAMQ @CO.SAINT -CROIX.WI.US IL 1 C rdd - 8 L LG ,, 61 -1a /& r� � ss s 1 Comm 82.30 WISCONSIN ADMINISTRATIVE CODE 28 1. A heel inlet bend when the heel inlet is in the he position; 1�1 ' /W 2. A fitting or connection which has an enlargement i or recess with a ledge or shoulder, or reduction in pipe ar //r �/o V direction of flow; 3. A fitting which has running threads; and 4. A connections 41 as means of drilling and tapping o or vent pipe, unless otherwise approved by the depan (d) Saddles. If a pipe saddle is used to connect drai together, the saddle shall be installed in accordance with S( 84.30 (5) (d). (10) S UMPS, EJEMRS AND PUMPS. (a) Sumps. 1. Gel �_ !• �� f� f Z ° G(/Gl/Y sanitary building n airtight shall discharge into an a an vented sump with airttigh ght cover. The sump shall be s as to receive the sewage by gravity flow, and shall be 1 least 25 feet from any water well. / �� 2. Capacity. The minimum capacity of the sump d� determined in accordance with the provisions of subd.: (J a. The water supply fixture unit method shall be use( mine peak input flow in gallons per minute; only the fix drain to the sump shall be included. / Note: When converting water fixture units to gallons per minute it is to calculate the load as a supply system with predominantly flush tank b. The capacity the sump shall be such that the pi actuated by the lowest "pump on" switch runs at least 2( c. Between the highest "pump switch level and 6; �i inlet, the sump shall hold the amount t o of input that exceea charge of the pumping equipment in a 5 minute peak inI but in no case shall the vertical distance between the s the inlet be less than 3 inches. d. The low water level shall be maintained in accort t the pump manufacturer's requirements, but shall not b 4 inches above the sump bottom. V e. Minimum sump diameter. Sumps containing shall have an inside diameter of at least 24 inches. Sumi ing 2 pumps shall have an inside diameter at least ? Note: See Appendix for further explanatory materia 3. Vents. All sumps and all drains leading to a sur vented in accordance with s. Comm 82.31. 4. Materials. All sumps shall be constructed in a manner of approved materials in accordance with ch. 5. Removable covers. Penetrations through the tol able sump covers shall be limited to those for the elects the vent piping and the discharge piping for the pump (b) Ejectors and pumps. 1. Where required. The liquid from Ce - - all sanitary building sumps shall be lifted and discharged into the )Building drains. Elevation. a. All building drains shall, building sanitary drain system by automatic ejectors, pumps or ins owest floor levels on which fixtures ma} any other equally efficient method approved by the department. be installed if the public sewer, septic tank or private interceptor 2. Duplex equipment. a. Duplex ejector or pumping equip- main sewer elev on '"Emits. ment shall be installed in a public building where 3 or more water b. Where any portion of an above — ground building drain dis- closets or more than 20 drainage fixture units discharge into a charges to a vertical pipe, the building drain shall connect to the sum p' building sewer at an elevation at least 30 inches above the base - b. Duplex ejector or pumping equipment shall be installed ment floor. where the sanitary wastes of 2 or more one— or 2 family dwellings Note: See A x lavatory material. discharge into a sump. -- ac ater protection. ul n sec to ac c. Where duplex ejector or pumping equipment is installed, flow or backwater shall be protected with a backwater valve or appropriate devices shall be installed to automatically alternate with a sump with pumping equipment in accordance with sub. operation of the pumps or ejectors and to operate both pumps or (10). ejectors when one unit cannot handle the load. a. Backwater valves, when fully open, shall have a capacity 3. Size. The size and design of an ejector or pump shall be not less than that of the pipes in which installed. determined by the capacity of the sump to be served, the discharge b. Backwater valves shall be so located as to be readily acces- head and discharge frequency. All ejectors and pumps shall pro- sible for cleaning. vide a minimum flow velocity of 2 feet per second in the forced 3. Floor drain required. Where a plumbing fixture or discharge piping. appliance is located on a floor which is entirely below grade, a Note: Ejectors or pumps discharging to septic tanks may disturb the normal set- Or felled t0 serve that flooL tling properties of the tank environment; contact the Safety and Buildings Division for more information. C) Btlfldlh '8 i_'_MJfllmnm depth a The rof - a. All sewage grinder pumps shall have a minimum 1 /4 inch g a depth of not less than 42 inche diameter discharge op and disch p i p ing. 171~10�V` 1niS t a8 g Pe g g provt In subd. L . or subd. 2. •. Register, December, 2000, No. 540 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County. Si. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 430151 0 GENERAL INFORMATIO (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may Tie used for seconds purp [ Privacy Law s.15.04 1 m Y p secondary P p � Y O( )1 . Permit Holder's Name: City Village X Township Parcel Tax No: Bisson, Rick I Star Prairie Township 038 - 1194 -20 -000 CST BM Elev: Insp. BM Elev: BM Description: SectionTrown /Range /Map No: D I'h GlJ at's' e/l_- 13.31.18.1007 TANK INFORMATION ELEVATION DATA TYPE MA UFAC ER CAAE CITY STATION BS HI FS V. Septic Benchmark /D / gGy f0 / Dosing Alt. BM S 17 J Aeration Bldg. Sewer V !'+ — 4-, 1' g.a s �, Holding ~ t! t Inlet / i V yy C ►rer,Ca . a- R - TANK SETBACK INFORMATION St/pt outlet V4 TANK TO P/L WELL BLDG. Vent to Air Intake / ROAD Dt Inlet I �- Septic / Dt Bottom Dosing V He r /Man. / * Aeration Dist. Pi r / pI h Holding Bot. ystem U - O Final Grade / Z 3 , PUMP /SIPHON INFORMATION � 3 . QS q . Manufacturer Demand St Cover - - ! (• �O Model Numbe 8y ��•�L TDH Lift Frie "` Loss System Head T t D S Forcergern Length Dia. P r V C A 6 SOIL ABSORPTION SYSTEM BEDITRENCH Widt� #/ Length No. Of 71as PIT DIM NS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/ BLDG WELL LAKE /STREAM LEACHING Mand♦�rer: INFORMATION Ty p f System: / CHAMBER O [ I �� \ �71 �i UNI Model Number: I , ^ UO "' ' DISTRIBUTION SYSTEM _247d Header /Manifold Distribution I_ / x Hole Size Hole Spacing Ve t to it Intake r �/1 7 k Pipe(s) �� Length Dia Lengt Dia Spacing x SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only $ S Depth Over / t Depth Over xx Depth of x � Seeded /Sodded xx Mulched Bed/Trench Center / Bed /Trench Edges Topsoil '� � ,i Yes h, No �r _ Yes � No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:q! 2 / Inspection #2: / ! Location: 2179 134th St Star Prairie, WI 54026 (NE 1 W 1/4 13 T31N R18W) Pine Acres Lot 12�� Parcel No: 13.31.18.1007 ��� �r- 1.) Alt BM Description =-S� C�kt4j _4•4f-� �` �i 4 /7 2.) Bldg sewer length Gr� �,Pti-� � cis y no amount of cover =7 ( j� S Wi'v'- ; N-akd ��radPJ r ^off- Plan revision a ulred . Yes Use other side for additional _ � Q � formation. No I I i - - - - -! -- - L _Gild i nature SBD -6710 (R.3/97) Date Insepctor's S Cart. No. � J O S L J Q 5 Td Wd6T:ZT 2002 bZ 'unl TEVZZZb 'ON XUA : WONA Wisconsin Department of commerce SOIL AND SITE EVALUATION ` Division of Safety and Buildings Page • I of 3 ' in accord with Comm 83.05, Wis. Adm. Code Attach complete site plan on paper not less than 834 x 11 inches in size. Plan must include, but not limited to; vertical and horizontal reference point (SM) direction and County percent slope, scale or dmemstone north arrow, and location and distance to nearest road. eL e X Parcel I.D.# ..... - - -- - - APPLICANT INFORMATION - Please print a ll inr armation. Pen Peraonal informet,on You Provide may be used for semruliryPurp&aM (Privacy Law. a. 1s.o4 (1) (m)), Rev(Bwed BY Date Property Owner --.. -- _....— Propetty Location ; ._... Lakcs cg• I fills Develonient Govt. Lot 1/4 N W 1/4S 13 T 31 _— ... . PrnpeI )vnees Mailing Address Lot # alock #/ Subd. Name or GSM# 18 W 12 ... I I fine Acrr s pity State Tip Cods Phon @Number ]n City 1. • j aqe &Town Nearest Road 10 /1 , tr Ea,C• L I f A , j /t7 o V Y6 pale ,C.� ,' . ,' 134TH. ST. New Construction K'i entia Residl !Number of bedrooms 3 n Use: Addifion to existing building ---- -- [) Replacement ,.- Public or commercial describe Code Derived daily flow,. 450 gpd Recommended design loading rate .7 bed, gpd/Rz__. _trench, gpdr Absorption area required —.. 643 bed, tr 562 trench, fF Maximum design loading rate .7 bed, gpd/fP .8 trench, gpd/ft' Recommended infiltration surface elevations) 95.5_ ft (as referred to site plan benchmark) Additional design / site considerations Parent material --- Flood plain elevation, N applicable S- for system Conventional Mound In Ground Prossure AT - Grade System in FBI Holding Tank U= Unsuitable for system ( s ID U 0 S❑ u q,' S Li U I s m s r'I S 7 u O S 11;� U SOIL DESCRIPTION REPORT I boring# Horizon Depth I Dominant Color Mottles Structure in. Munsell Qu. Sz. Cant Color Texture Gr. 8z. Sh_ onsistencet Boundary Roots GP D� z -. -.— Bed Trench 1 0 -1 l I 4 IOy /3 _.�- - - _.r.. t tmsbk nivfr as if . —._ _ .._ �....... _ .5 - 2 11-27 l 0 YR /4 .,. ..... —_._ I lm sbk mvfr gw Ground 3 27 -51 7.5 oy�; n>I bw - -- 7 8 elev : _ 9 9 -4 ft 4- -- 51 -88 10YR5/6 cs o - . Depth to — 4 9 _ . /d . �' G' s CQ ,,,.,, � S .� limitin g _. factor �.._�. _ ma y. LS Remarks 2 1 0 -12 10YK3/3 Im mvfr as if .4 5 2 12 -25 10Y -------- Ims bk m vfr 9W Ivf .4 S Ground 3 2549 7,5YR4/4 Cs osg ml gw - - -- 7 elev 9y 4 ft 4 49.8y I OYR5 /6 __ ..— _______. cs 00 8 ml . - -_ L Depth to limiting factor >89" Remarks:.' :...._.�..... CST Name (Please PdnQ Signatuiv: Telephone No, J ACL UL Hawkit _.... . Address / Date CST Number Ref # /�' �tiL Ylf� �' 4/8/)0 87 Z-- 384 Ed WdOZ:ZT 200? bZ -unf TZbZZLb 'ON XUA : WOdd Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 _ of S r Division of Safely and Buiidings in accord with Comm 83.05, Wis. Adm. Code Attach complete site plan on paper not less than 8 x 11 inches in size_ Plan must County include, but not limited to: vertical and horizontal reference point (BM), deecdon and• k. percent slope, scale or dimernsions, north arrow, and location and distance to nearest road. Parcel 1,60 APPI-ICANT INFORMATION - P /ease print all information. -- Pettdinl; _ -- Personar information you provide may to used for secondary purposes (Privacy Law, e. 15.01(1) (m)). Reviewed By bate Property Owner Property Location - -•. Lakes & Hil ts Develo _ _G Lot 114 NW 1 /4,s 13 T 31 � '1 8 (,�) Pro Ow Mailin Address Lot # t3lodc ## Subd. Name or CSM# petty g 21 I Pine Ac Stare Zip Code PhoneNumber �� City I�lace Town Nearest Road 71rgr Y t �a TH. ST. L�j New Construction Z Residential / Number of bedrooms ; j,„ Addition to existing building - - - -- 71 Replacement Use: L.J public or commercial describe Code Derived daily flow 45 0 gpd Recommended design loading rate .7 bed, gpd/1t' _.-8 trench, gpolft= Absorption area required 643 bed, ff 562 trench, fF Maximum design loading rate .7 bed, gpd/fF .8 trench, gpolflz Recommended infiltration surface elevation(s) 99.7 ft (as referred to site plan benchmark) Additional design / site considerations Parent material- ---- -. Flood plain elevation, if applicable S= Suitable for system Conventional Mound In Ground f'ressure A7 - Grade System in Fll Holding Tank U= Unsuitable for system I SS r.l. u I A S ("I U S❑ U Lq S n u I F- I S E1 u I-1 S [1:1 U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure nsistenc Boundary Roots _ GPO/ _ Horizon Boring# in, Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench 1 l msbk mvfr as If .4 5 2 10 -22 1OYR /4 --- - - -- °_ 1 Imsbk mvlr gw lvf .4 5 Y _ Ground q 22 -51 7 .5YR4/ 4 ds o s = ml gw - 7 t _ elev 7 Q4 ? f- 4 51 -9.3 10Y 151 6 ___ —..... cs osg mf _- -- —.. — . S 93' c 1, -- Depth to —.. .. • - -- limiting (� ./7.. /a y �'...' '�7� s O_ - "'' - - - • _ �..: 1, L factor >93" Remarks:,.... _. • - • - -• ....._.. _ 1O / 3 �__�_ _�___ 1 lmsbk as mvf 1f a . .. _ —. _. - -• ..... —_. I -. .. - -- -- - 0 -9 -- 2 9 - 1 ----- ^-- -- - - ^- 1 l msbk ionv sw ]vf 4 Ground 3 23 -52 7.5YR a ss r;n1 gw ---- 7 8 elev _ _ .. -- ------- - - - - -- cs - - 1 Q4 2 ft 4 52 -96 1 Wit mi .7 6 cs os -- - - -w - - - -^ - g .. .8 Depth to limiting _. _ _ - -- --- - - -... . factor i >96 Remarks: -- CST Name (please Print) Signature: Telephone No. .�_...___ Y7L - 5- Y y C- _ Jacduc Ilawkins �y i _ __ ...b _._ Address .f•,r, . _.. —.. � ,� -• - - -- Date 05'I Num Ref# 393 l 4.,1 .S "J 4411f 4/9100 Z • L L 7 i.� Zd Wd6i :ZZ 200Z vz .unt TFVZZZ 'ON XHd WONA Safety and Buildings Division County 201 W. Washington Ave,, P,O. Box 7082 ST. CROIX C OUNTY � Madismt, W i. 5,3707 - 7082 S anitaty Permit Number ( to be filled in by Co.) Department of Commerce (608)261-66546 / 5a 'tart' Permit Application ` r '` t UfPA In ao©ord with Oman 83.21, Wis. . Code, pm:ut al infomtahon you provide may be wer seamdary purposes Privacy Law, s 1 ]_U4(l )(m) 1'rujal (it di rerem titan T ) L Application Infarmatiaa— E'iettse Print All Infarmatioo _ ._._ _....,_ _�._ Prc>pcxty Uwlrer's Natrae ` � Parccl # Lot f 1 Block # RICK BISSON - JAY - COR, LLC s Property Ownex s Mailing Addrm _ , 1 � '7 Propet cn mLocata 10597 - 114TH NO. k C� I y,, NW s 13 -- City, Stag: zip Cade STILLWA MN 55082 T 31 N; R 18 g or -. IL Type of Building (check all that apply) 3 Be— M 14 1 or 2 Family Dwelling -- Number ot'Bedromw 4 — ! d� subdivisiotm Name C5?et Number U 1'ub11C€%w=Vaal-- DmuibcIIse . __ Q "_ + O - S( 0 �(Z) PINE ACRES ❑ state Ownm D--- ribcltsc 0/h .ZQ__ .. J Y _/ S._ _ S i ❑City — _$village [?�Tuwaanipaf STAR PRA IRI E lad. Type of Permit: (Check only one lmx on line A. Complete line B if wpplicable) A_ New System ❑ R oaoement Sysitan ❑ TrmtntenvRolding Tank Replacement Only ❑ 0dw M'Arwation to �, i-f g System B • 11 Peanut Renewal El Per ma xevmon ❑ uhange of ❑ Permit Transfix to New List Previous Permit Number and Date Isn" Beforc Expiration Plumber owner IV. Type of POWTS System: Check all that appW L`N — Ph-%urized 1n4 3rouW ❑ l ,..d % 24 in. of suitable soil ❑ Mound 24 imc of suitable soil ❑ Ai -Crack ❑ Single Pan Sand F"rlter U cotvctructed wetland ❑ Presarrizod in Idi.8 Tanis ❑ Prat Filter ❑ Aerobic Tremment unk ❑ Remmdatmg sand Finer El 1<2 1 Recirm&ting Synd%die Media Filter eaAing Fier Drip line n Crravel-fexc Pitt: ❑ ()ice' (cMAaa) V. Die rsaLlTrezmtmmaent Ama lrt - 8. /FT YABEL A - 100 FILTE Design Flow (Wd) Design Soil Application R Recluked ( -- Prypw� } system � r ✓ II�\JJ 97.9 600 7 857 882 ll r _.. �` VL Tank Info 'ity in Total Number Manufactwer /) /� Site Steel Fiber Gallons (ia kwM of I inits gate Constructed Chasms / I+Few Extsti �. Tanks T.," Septic or1:1old*Tank X 1250 1 IESER X Ae�nbic Dr" t VII. Responsibility Statement- 1, the wademigmeC respoaaibility fur hotAWdim of the PODWTS shown us time athched phwa. Plumber's Name (Print) P i MP /MPRS Number l rraincce Phcww Number TODD FEATHERSTONE 242514 715 381 -17 Phrmlwes Address (Sireel, City, State, Lip ) P.O. BOX 4 HUDSON, WI 54016 _ VV1w tt OUR !DC artmnerta Use Onl Approved ❑ Disapproved Mary Permit Fee (mcludees Issuing Ag Si Stamps) Surcharge Tee) c/ 22 V (UJ r �Q 4L ❑ Owner Given Reason for Denial IX. Conditions of Approval/Reas"s for Ifisappmva! __ _ 7- sys_ ntiu a �v a rtw>1 wvt.wrt� 3� " �' �2 u- 49•'7 MI z' 4 A J U C d V c ins f 7u I . q 13) ml? SG d W/ ` � 7 Go � y � � r (� Ctrn % tip � din • GC� t z I 71L �h` W tZ�er �Ze eX� (9 strz ticlt� in size .L -- .�� S t,� ECSI Electronic Co munication Systems, Inc. 2 - z- C> Ot I ` c� N f (A.4 11 ju r � i i Y • 477 Hayward Avenue Forth 55128 Phone (6S 1) ax ( 651 ) 735 -7471 I SYSTEM CROSS SECTION M101NHo4,E - 60 PID # 03$- 1194 -20 -000 - - Zy l NW' /4,S 13 T 31 N,R 1aZ& Sh,' 't/Yl Lp 12 gL_ SUB PINE ACRES )4l Gc C O V 0 TAR PRAIRIE MPRSW 242514✓ . 242514 MPRSW jwn 16 03 12:57p Karen and Rick 6513510146 P.1 1.3 Tom/ //f /8 0. Co yy A job Luc_ � r � f SYSTEM CROSS SECTION t -3 PID # 038 - 1194 -20- 000,038 - 1195 -20 -000 '/4 NW 1 /4,S 13 T 3_ N,R � OLS LOT 1 2 BL SUB PINE ACRES C ❑ V D TAR PRAIRIE MPRSW 242514 242514 MPRSW Jun 1603 12:58p Karen and Rick 6513510146 p.3 wti r+r i, f)ep�tlrltanta cmnmeme SO& AND SITE EVALUATION Page � a 3 owl llm of Sareiv and r M accord vft Comm 83.1}5, %9. Adm. coda "mom nom" ere pmn an papr nm ieee than w% a t t t rml�a om ou . Plan must ��� include. 6ril not 6rlted ta: wlracal sad harrrwila! teferanea point (8M), Areapan and pWUard elope. 6GWG or dimertw . nwdi onow. am loc4a0a aim 4@gbww r7 nreny road. 'arcal I.D.e APPLICANT INFORMATION - PAeasa W MR alit f llairnalivn. A m 0 ww a Una a�oveWry Wraawe IPra�y* Vern, a. t] W (i) g eWMWAed 8y dale Proper Owner t�rapsrty Local�n [ , — ! .. —1 —. Lakes & HdIs Deve ment tam. tot W NW orGSMM t S 13 T 31 • t'J R 18 . — r�— P1t�2Ay -�' —' __. �sMali%Addaw WIN f fliockll Subd. Plante l2 ['lug Aues 19M ZbC de um PhorreN bat � ❑CIA, 11w4w 1. it�wn ►Va aeeat�wd ` -° v 134 'TH. ST. WON NEW ConS CNW Use; Rani misl 1 Nnmbw of M&oww 3 CIJ1dt5tiar+ b e�etsgnq buildi►tg - - -- Rsplusmant PuNo or co+rtrrerc4d devrft Code 4erivcd daily flow 450 It R%Gww ndiad *sirga kwmnl rats .7 bed. gpW 8 hmh, 9pW Abe OAGn area mesgUm 643 _ hplk fe 162 a omA to Mvarnt,m d"Qp romd+ faft W. jWoW $ Woact, Spam Itecwranended infta m wwtaae el"Mon(s) 95.5 It (09 ndbrtad IQ Safe pfan bmlGlltlark) Add &rto daiyn i sile consftalons Parent rrla liar --.. -- _ Rood pion gtettalian. 11 appkaW fi S�su Able for 9ysjem cwvan m;w tilound ln-t3 wx4 Plaawm ' ATqt,Ya<fa S"Io r in FA - i4d ft Tank U=UAst*ble for aysfem 0 s C V ® s❑ u s 0 U � S Cl u 11 sou D S m U SM D T Depth Om6nsnt Odor Moller �chme �;,, ►,lori=on in. i Mundell l]u Si. Cant Cola leitture G " Bounda RoOtt; i GPDMf' — Bed Trench 1 IOWA rrwh 1 10yr31s QYR _ i f 4 .5 414 l f e msbk nrvh Ground 3 27 -51 7.5YR414 ...__.. —�$'" I of 4 - 5 ce ml gw { T r l ler _..... __ _ 99.4 fL 4 51-88 10YR516 - - - -- _ .. .- - .....— -- .. cs asg T _ 7 B "� Depth ta ��, j linilnq - t Remarm: t t B tZ I6Ymll _ -� 1 tma bE mrfir as if _4 .5 Z i 1 � 1dYR4 /4 � �- ....,..__... I I»b1c� ut�rEr - -- ---- gw ivf 4 5 G - - h -- G mvnd 3 7 519 7. /4 gw 94.4 fi. 4 49-89 10 8516 ca — -- r"....,� ml .7 .8 DoO to TaGpr ��'i flerrlakS: _ CST t+I (Pleaea Print) Sipnalum: 7ehphono iJe. � - 1>t+awlc�pg ` 45T AMarrker ilalM lT � � �,� ,��� � �• Y8� 3 4�8rvo 8? z-- 384 I -- Jbn 16 03 12:57p Karen and Rick 6513510146 p•2 REPCW RKOWTOWNS T Pfte 2 of PARCEL Hofton Dop(h Owirent Color won exture I --- s rju b" ud Con"Bomoffv pout$ GP bMM in, I,MWIA* T l U. SZ. Com cow S& $h. Ws 0-10 lomn If A .5 10-29 I0VR4/4 F -------- lm3bk mv h jjw lvf .4 AIRY 1 28-32 7.5YR414 ml .8 J2_41t- IOYR5/6 --- --- Int ,7 -4 ftth to C 4 ��— �'� Rwnwks: IOVRA mvfr as If .4 2 11 -;Z6 JOYR4/4 I jmsbk nw(r gw Ivf 4 G round 3 26-53 7.5YR4/4 - — ------------ .�..._._..._{_ - -- - -; - On -7 .8 ml S I T' 5�3 99 m fl. 4 53-95 10YR516 039 nrt .7 .9 13 YX3 un" invfr as .4 s 1�27 M 0 7 . � - YR414 ml 1127-54 0 10-27 IOYR414 I k gw .4 -5 Gmwld 3 �.. _ - - -- gw. S — 27-50 75 .7 - s9. tI - 4 5040 1OYR5 CS oft ml 7 .8 ft1h Z -A- R f Depth to Imlor � T Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 D`roision of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code I Attach complete site plan on paper not less than 8 "/s x 11 inches in size. Plan must County 1 include, but not limited to: vertical and horizontal reference pint (BM), direction and ��. C percent slope, scale or dimemsions, north arrow and distance to nearest road. Parcel I.D.# APPLICANT INFORMATION - P/ ase Pint #ll information. endin Personal information you provide may be used r ary ;ivaoy Law, s: Rev' Date 15.04 (1) (m)). c i ' Property Owner 0 roperty Location Lakes & Hills Devel oment Lot 1/4 NW i/4 ,s 13 T 31 Property ner's Mailing Ad N,R 18 �W❑ Address t # Block # I Subd. Name or CSM# _ L Y Ljl�rY• �. Pine Acres �` „ , .� -- 12 - ity State ip Gode �' City aQe Town Nearest Road �4 N //� - t1 `/ �a� ,cd ." r ; 134 TH. ST. ❑ New Construction Use: ❑ Resr `all NLUD) drooms 3 ❑Addition to existing building - ------ ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 450 gpd Recommended design loading rate .7 bed, gpdm 8 trench, gpdfiF Absorption area required 643 bed, fF 562 trench, fF Maximum design loading rate .7 bed, gpd/ftz 8 tr ench, gpd/ftz Recommended infiltration surface elevation(s) 95.5 ft (as referred to site plan benchmark) Additional design / site considerations Parent material- - - - - -- Flood plain elevation, if applicable -----~ ft S= Suitable for system Conventional Mound In - Ground Pressure AT - Grade System in Fill Holding Tank U= Unsuitable for system ES El U ❑ S u I ❑ S❑ U ❑ S U ❑ S® U ❑ S U SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPDA2 Boring# in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0 -11 10yr3/3 -- I lmsb mvfr as if .4 .5 2 11 -27 10 / 4 ------------ - - - - -- 1 I m sbk mvfr gw lvf j .5 Ground 3 27 -51 7.5YR4/4 ----- ------- - - - - - - cs osg ml gw - - -- 7 .8 elev - -- -- - - -- - - -- - - -- 99.4 ft. 4 51 -88 10YR5/6 -- -------------- cs o sg ml - --- 7 8 Depth to limiting / 9s. _ �F(o•P H� /Ol�.� factor ,s sy Sri G(.� '7 ,Q,r,, , t D'4. Remarks: '� .� //// 5 / 4 ' /— G� ............... 2 1 0 -12 10YR3/3 ----- - - - - -- Imsbk mvfr 2 12 -25 10YR4/4 ------------ - - - - -- Imsbk mvfr gw lvf .4 .5 Ground 3 25 -49 7.5YR4J4 - - -- - ------- - cs osg ml gw -- -- .7 .8 elev Ground - -- - — 99.4 ft 4 49 -89 10YR5/6 ------------ - - - - -- cs osg ml - - -- - - -- 7 ! .8 Depth to limiting factor > 077 Remarks:— �__. - -- CST Name (Please Print) Signature: Telephone No. Jacque Hawkins _ �72- -- tY' Address / Date CST Number Ref # 4/8/00 a 8? Z-- 384 PROPERTY OWNER: Lakes & Hills Develoment SOIL DESCRIPTION REPORT Page 2 of PARCEL I.D.# Pon "U, Depth Dominant Color Motdes Structure GPDlf 2 Horizon in Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. onsistence Boundary Roots Bed 'Trench 3 1 0 -10 10YR3 /3 ---- ------- - - - - - - I lmsbk mvfr as if .4 ; .5 2 10 -28 10YR4 /4 ------------ - - - - -- 1 lmsbk mvfr gw lvf .4 .5 Ground 7 8 etev 3 28 -52 7.5YR4/4 -- ------ -------- cs osg ml gw - - -- 99.4 ft. 4 52 -89 10YR5/6 ----------- - ----- cs osg ml - - -- - - -- 7 8 Depth to limiting - - - -- - -- -- ----- - - - - -- - --- - -- — — — factor >89 Remarks G 4 1 0 -11 10YR3 ------------ - - - - -- 1 tmsbk mvfr as if .4 .5 2 11 -26 10YR4/4 -- - - - - -- - - - - -- 1 lmsbk mvfr gw lvf .4 .5 Ground 3 2 6 -53 7.SYR4/4 _ elev -- -- _ 7 8 - -- cs - -- - o sg - -- ml gw - "" 99.8 4, 4 53 -95 10YR5/6 --- - - - - -- - - - - -- cs osg ml - - -- - - -- 7 .8 Depth to limiting- - - - - - -- - -- ------------------- - - - -__ factor >95" Remarks: 5 1 0 -10 10YR /3 ----- - - - - -- 1 i mgbk mv fr as if .4 .5 2 10 -27 10YR4/4 gw lvf . 4 . 5 ------- --- 1 1 msbk mvfr e reound 3 'x-50 7,5Y R4/4 ------ - - - - -- cs osg ml gw - - -- .7 � . 99.4 ft. 4 50 -86 10YR5/6 - ----------------- cs osg ml - - -- .7 .8 Depth to limiting — -- -- — factor >86 — Remarks: Ground - -- elev — �d�tneL 4tl 35�1u Y vex( ft. Depth to Vlnp.� limiting factor S 6 Remarks: l 7 f o t a4 rn /Z 6 0 � v � ' 1� v � �• s IR co 5Tm x - / i k -4!-- Wisco'sin Department of Commerce PRIVATE SEWAGE SYSTEM Count Safety and Buildings Division INSPECTION REPORTt. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitarv No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). Permit Holder's Name: ❑ City ❑ Village ❑ wn of: State Plan ID No.: P. C. Collova Builders, Star Prairie Township CST BM Elev.. Insp. BM Elev.: BM Description: Parcel Tax No.: 1 0 O,f�U (v O, a , Z" 038 - 1194 -10 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic p a U Benchmark - (� 0 U b Dosing O 0 Alt. BM n Bldg. Sewer o1c ing / Ht Inlet TANK SETBACK INFORMATION t Ht Outlet /p 2, 2 TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet Air Intake /�, �O J . Z / Septic ysp' ' Z i NA Dt Bottom Dosing ��' �L ' Z/ > Z/ ' NA Header / Man. A Dist. Pipe Ho Bot. System 9 2 d PUMP/ SIPHON INFORMATION Final Grade S /p p0 Manufacturer � Demand St cover - 5- 3 4 if Model Number PQ GPM TDH Lift Friction System TDH Ft Forcemain Length '/'2,5 Dia. Zti'/ Dist. To Well SOIL AB PTION SYSTEM 6k i & u b ar S eA. BED / Width ? , Len th No.Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth �S� Z DIMENSION SETBACK SYSTEM TO P/ L BLDG WELL LAKE /STREAM STREAM LEACHING Manu a turer: ow INFORMATION Type O , Mo a Num er: System: 3 - 30 '��'� IT S• DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length �� Dia. y Length ��3 Dia. 41A_ Spacing � /M /J 9 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 Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: /ZT /a/ Inspection #2: Location: 1346 218th Av4r)pe, Sta Prairi , WI 54026 (NE 1/4 NW 1/4 13 T3 IN RI 8W) - 1331181006 Pine Acres -Lot II 1.) Alt BM Description= 2.) Bldg sewer length -amount of cover = >36'� it' � /•,x[tv t/r /(f s,.,, x- ScC�:i� Gurt/c uS^O Pin. Plan re on required? rt[A Yes ❑ No E,1 Use other side for additio information. FF1 F] SBD -6710 (R.3197) Date Inspector's Signature Cert No. NOTICE TO ALL UTILITY COMPANIES: To preserve all Lot Corner Monumentation (ALL UTILITY COMPANIES SHALL MAINTAIN A 5 FOOT DISTANCE FROM ALL LOT CORNERS AND BENDS IN THE RIGHT -OF -WAY) Locat Any monumentation being disturbed will be subject to remonumentation fees. 114 R18W 80' RADIUS RIGHT -OF -WAY TEMPORARY CUL -DE -SAC TO BED East line of NW 1/4 AUTOMATICALLY VACATED WITH > of Sec 13 T31 N , R 18 W ROAD EXTENSION TO THE EAST.- 18 W. � 0.26 S00 6'55"W 326.24' - 10 , M f o 65,791 sq. ft. o U M a 1.51 acres I M I �1 c I w rn w 'C i w 328.36' rI rn i °-� �!' S00°16'57 0 W V I 0I JI of w • ° Ol p < 61 I N O I O co W 1, Z,.1 "i Zi - I v 1 �, 65,776 sq. ft. 3 1 Mi W ; 0 1.51 acres 100' JI V I I I N 33' 33' of I o � I ' line of \ \ S.M. 9/2494. S06 423'45wE \ S00 °530 17 "W 335.69' \ �\ 470.24 �\ _ ; N i.00' 222.24' - ° K 328.00' 109.24'4 12 7 0,634 sq. ft. 1.62 acres 14 65,600 sq.ft. N s w 1.51 acres N 1 3 V 67,544 sq.ft. 1.55 acres F / 328.00' / N00 15 76,424 sq. ft. 1 s� 1.75 acres W / t G �.�.�..�. - -. Lounry limited include, but not lied to: vertical and horizontal refer ... point' air: tirection and percent slope, scale or dimemsions, north arrow, a location and distance to nearest road. - - Parcel I.D.# APPLICANT INFORMATION - Plea aprfnt 411 i4ormation. __- Pen - - - -- - - ill Personal information you provide may be used for ^ dory purpog (pnvacy;taw, s. 15.04 (1) (m)). viewed By Date Property Owner Property Location La & Hills D GovLLot 1/4 NW 1 /4,S 13 T 31 N,R 18 r Property nets Mailing Address ' ` Lot #y 1 Block # Subd. Name or CSM# iU, J `' -- tY P Z` - �.; -- 1- ty -�- - - -- - - Pine Acres .- - -- - i State Zi Cod PhorieNumber illage Town Nearest Road ti d 218 TH. Ave. ❑ New Construction ❑ Use: Residential / NuM ofbedrooms 3 ❑Addition to existing building----- - ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 450 gpd Recommended design loading rate .7 bed, gpd/f 2 8 trench, gpd/f 2 Absorption area required 643 bed, ft 562 anc , Maximum design loading rate .7 bed, gpd/f? 8 tr ench, gpd/ft Recommended infiltration surface elevation(s) 96 7 ft (as referred to site plan benchmark) Additional design / site considerations L I Pj arent material - - - - -- Flood plain elevation, if applicable ---- ft Suitable for system Conventional Mound In - Ground Pressure AT - Grade System in Fill Holding Tank Unsuitable for system ®s ❑ u ®s ❑ u ❑ S u ®S ❑ u ❑ S Z u ; ❑ S Z U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD/ft Boring# Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistent Boundary Roots Bed ;Trench 1 1 0 -12 1 /3 ---------- - - - - -- 1 1 msbk m vfr as if .4 .5 2 112 -21 IOYR4 /4 --- --------- - - - - -- 1 lmsbk mvfr gw lvf .4 .5 . T Ground �- 3 21 -50 7.5YR4/4 -- - - - - -- - cam _ ❑ psg ml as - - -- .7 .8 elev - - - - - -- - - -- 101.0 ft 4 50 -94 10YR ------------------ I osg ml - - -- - - -- .7 .8 Depth to limiting factor - - - >94" S I • L Fs Remarks: - - - -- - -- -- -- - - - - - -- 1 j 0 -12 10YR3 /3 ---------- - - - - -- 1 lmsbk mvfr as If .4 .5 `{ 2 - - - -- - - - -- - ----- - - - - -- -- -- - -- - - - - -• - - -- i -------------- -- - - - - -- ---- - - - - -- 2 12 -25 10Y ----------- - - - - -- I lmsbk mvfr as lvf .4 .5 `f - -------- - - - - -- - -- -- - ---- - - - - -- - - - -- -- - - -- - - -- ---- - - - - -- ---- - - - - -- - - -- 1- - - - - -- - -- - - - -- ❑ -- cs � Ground osg ml gw - - -- .7 .8 3 25 48 7 elev - - -- -- - - - - -- - -- 101.0 ft 4 48 -9 10YR4/6 ------------ - - - - - s osg ml - - -- - -- 7 ! 8 - - E -- -- - - ❑- - ❑- - - -- Depth to - - - - - - -- - t - - - -- limiting factor - ❑ - - -- - - - - - -- -- -- >94 7 Remarks: _ -- CST Name (Please Print) Signature: Telephone No. Ja le Hawkins . Viz. - -_ J_ `/ to - - - - -_- Address - t'J-7 Date CST Number Ref # / o •v u c V .9'5 7 3 4/8/00 7 L 383 /7 � /�S �t vf`�o� , r :�• Se�'�: /3 — r.31 l eta dx n ri �.cl 4. j a P a f - -,� ;, � hod • � � LD�I� Cr ? M 2L Z = 87 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND • OWNERSHIP CERTIFICATION FORM Owner/Buyer RICK BISSON - dba - JAY -COR LLC Mailing Address 763 205TH AVE. SOMERSET WI 54025 Property Address " 01- I -� I (V *Ustructio a City&ue Parcel Identification Num 038 - 1194 -20 -000 - - - LEGAL DESCRIPTION r /VO Property Location GOVT %4, NW r/4, Sec. 13 T 31 N -R 18 w, Town of STAR PRAIRIE � . Subdivision PINE ACRES , Lot # 12. Certified Survey Map # . Volume . Page # Warraatq Deed # S' . Volume � ��, Page # Spec house 0 yes 21 no Lot fines identifiable yes 0 no bWoWermeandmunWmmofyourseptmqsoemcoidd=mhialbp=ntmfaffurctohwffiewwt=Pzopermnd=a= consists of pumping out the septic ta=lc every three years or sooner, if needed by a homsed pumper. What you put into the system can affect &c f nw ion of the septic taalcas a treat neat stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a cectificatioa fomo, signed by the owner- and fiy a arastrrpl�be� joumeynmpb nber resnictodph mberor a homsedpumpervaifymg &at(1)&eon -dte wastewdadupood sYstUn is in proper operating condition and/or (2) after inspection and pu gft.CI-f necessary), the septic -umk is less than 1/3 fa of sludge. Uwe, the undersigned have read the above roquirements and agree to maiatsin the private sewage disposal system with the staadatds Wt forth, hcrein, as set by the Dcpartrncat of Coamx= and the Dcpartmcat of Natural Resources, State of Whoonsin. CactifcatiOn stating that your septic system has been maintained must be completed and refs med to the St. Croix County Zoning Office wWm 30 days of tle year nation data DATE R CERTIFICATI0' I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the o of thTproperty described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIE OF APPLICANT DATE tug revo y the Zoning DepartmeaL •« Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 1 of 2 FILE INFORMATION SYSTEM SPECIFICATIONS Owner RICK BISSON Septic Tank Capacity 1 al ❑ NA Permit # O /_T/� Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ZAgEL ❑ NA Number of Bedrooms 4 ❑ NA Effluent Filter Mode! _ ❑ NA Number of Public Facility Units ❑ NA Pump Tank Capacity a l 1ZNA Estimated flow (average) al /day Pump Tank Manufacturer ❑ NA Design flow (peak), (Estimated x 1.5) gal/day Pump Manufacturer ❑ NA Soil Application Rate . 7 gal/day/ft' Pump Model ❑ NA Started Influent /Effluent Quality Monthly average* Pretreatment Unit WJ.4A Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD _ <30 mg /L IN in- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L NA Grade ❑ Mound Fecal Coliform (geometric mean) 510 cfu /100 ❑ Drip -Line ❑ Other: Other: Maximum Effluent Particle Size Y, in dia ❑ NA A Other: r A Other: 4 NA "Values typical for domestic wastewater and septic tank effluent. Other: WNA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA 4 earls) Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tan volume ❑ NA Inspect dispersal cellis) At least once every: ❑ ear( ►( 3 �Y (Maximum 3 years) ) 13 NA Clean effluent filter At least once every: ❑ month(s) ❑ NA �D EPyear(s) Inspect pump, every: ❑ month(s) ❑ NA Ins p p, pump controls & alarm At least once eve ❑ year(s) Flush laterals and pressure test At least once every: ❑ year(s) month(s) ❑ NA Other: At least once every: El month(s) 4KNA O year(s) Other. G9:LN A MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4/01) Page 2 of 2 START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tanks) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank m be install s a last resort to replace the failed POWTS. IV A h :, [ sit has een ev ua to 'dentify su' a repla menl ar . U on failur f the POWTS a soil and site u ati n st be erf med o 1 ate a suitable replacement If no rep ce is a e t ar tank may be i ailed as a st resort o replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name Name FEATHERST Phone 7l _ 7pr� Phone 715 - 381 -1704 SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name PINKY'S Name ST. CROIX CO UHTY Phone 651 - 436 -5788 Phone 715-386- This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. - 7at6 1 � 2 +� ( 2284 P 364 "' • iTA26ifl►RO��'12 -1f!! � m 00. � idI Cson WARRANTY 1fzrm Svcs FO M=M: 'IU DWC mw* between fi dt� sjN + s M WWZ U MO si "", son M one e 'tw T ' arojew, fir s.rairbis oaf s tp ate � gybedtat 4"a in St, CMr6t s ti siddesds k Sues of wrra�fb titwere woe is semi. P� ilsla� Ms uur aAAAM LM 12 and 22. Pier of Pine ACM b firs TO*a of Sew Pniris. 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