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HomeMy WebLinkAbout020-1353-37-000 f * % Wisconsin D of P RIVATE SEWAGE SYSTEM end Division County: INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provide may be used for secondary purposes (Privacy Lam s.15.04 (1)(m)). 384176 Permit Holders Name: CCity ❑ Village [Town of: State Plan ID No.: Waldschmidt, Travis /Jodi i 1 Hudson Townsh — CST BM Elev.; Insp. BM Elev.: SM Description: ' Parcel Tax No.: (� •0' an ,o' c s-r Rte- l = I'u C - 020 - 1353 -37 -000 TANK INFORMATION • LEVATION DATA JO'. 2 9. ! ?. z o 3 7 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic p �� f Z D Benchmark 1 (. 3c. l l i 3 •O Dosing `may Alt. BM Aeration Bldg. Sewer -` © • y Holding St / Ht Inlet . Co S TANK SETBACK INFORMATION St/ Ht Outlet 0.1c . TANK TO P / L WELL BLDG. ve Air nt lnta to ke ROAD Dt Inlet Septic MEM= NA Dt Bottom — Dosing EINIIIIIIIIIIIMI NA Header/ Man. `'F I S Aeration IN NA Dist Pipe Holding Bot.System oi� /o3• PUM ' / SIPHON INFORMA • Final Grade Manuf urer mand St cover E `� °) et *k Model Num GPM TDH I Lift L : ction Sys ' TDH Ft ForCem - ' Length - SOILABSORPTION SYSTEM X15- > 1, /4 c'I` BED /TRENCH ' Width , length I I No •• f enches PIT No. Of Pits Inside Dia. I Liquid Depth • IA , . r 3 9 '�j1 J G- . • • 11 • k Manufa rev SETBACK SYSTEM TO P/1 BLDG WELL LAKE /STREAM LEACHING ,�� – S`�a'�" Q,a� INFORMATIONS r . , CHAMBER Model Nu'�� r• System: 57) 4 F 1 44.i +./' (k) OR UNIT III ----r DISTRIBUTION SYSTEM He • er / Mani of • it Distribution Pipe s x Hole Size x Hole Spacing Vent To Air Intake L 2 - Dia. `F gt Dia. pacing —� I 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 Red /Trench Center Bed /Trench Edges , Topsoil 0 Yes 0 No 0 Yes ❑ No COMMENTS: (Include code discrepancies, rsons present, etc.) C 0 Gil = ^ cat `` P ' Inspection #1: O It /O ( Inspection #2: —/ / , Location: 661 Hillary Farm Road, Hammond, WI 54015 (NW 1/4 NE 1/4 36 T29N.R19W) - 3629192037 Cottonwood Ridge -Lot 37 - B --a`S' 1.) Alt BM Description = S .1 .• fir. 2.) Bldg sewer length = l `4•0' ''. t ' ,, ,� a-k -- 3 5 IXt of ovve = i� / ► m.„ i , 1, GA' �'L 5 4-1' 5t ) Plan revision required? • es , ►: EEM �ther si for ad4itional info . , -ion. m ® ' '� O 1 ...nil _ _ ► _ fie, µ. . �Allah. : _ ...A.A.,. 10 (8.3/97) ty �() _ i • / ) Date • �t a w` ! r2t� .C �Y 3l�" Inspector's Signature Cert. No. ■ �+'�C� 11 ' J . u 1 ---1_. , • ,_ / , . t v II r f / _.-_-_______ ... _ .. ..._._i 45 . I Sanitary Permit Applicatian I Safety & Bu,!dtngs D=ti is op • � icDlfslti In actor , �. ^ Comm ; 83 ?: ,� Aden Cod` 201 W. Washington Avr PO Sax 7302 S ec reverse side rc, r.struttior,s for , o p {ct:n4 tnis appi,cauon tvtaelson. W1 53707.73C tier's +(++near or Commerce ' Personal infor^�atior >o,; provide ma} be used for secordtr purposes tSLar completed form to eau +uy if r [Pr, vacy La %. s. 15,04(1)(M)) state ownc. Attach corn. lets Mans {to the courw co• ' only) tort a system. on •a•er not less than I•1/2 % It inches In site, e Unitary - nit Number I ci; 1 revision to previous application tote Pion 1. D. Number -sue 5 ' exi..i f r ti '1..,„ Print _ f ztf •a•��. . tiara: r `ems / `.. /P>°U� ��G'A q /9g/.°/ �1 1 � 114�t1�: 1!4.S.�Si 2 Qt�� R� lQr)�✓ /Yc+L U S ( ) L d rA tf9 7 Lot I/4 4, I Number Owner's Melling A� 7a Qt! s'r 07 - ip • . c ane . , Of Subdivision Name or SM Number i c d s v , J t t J S Z f i g ( I (7 ( ).3r/- 762•7 no 7 aoe a /Q:494.. 11 Type of Building: (chick one) G City D 1 or 2 Family Dwelling -No. of Bedrooms: 17/ 01,Vilniae Town of O Publie/Coaa>rercial (describe use): - sow 12 8 Nearest Raid 'typo o rm1t: (Check only one box on line A. Check box on line 5 1 applicable) ayin, A) 1. 'New System 2. 0 Replaaerttent 3. C Replacement of 4. CJ Addition to 'm utn"ene -m T kOni i , ' n S em r•. !- / a , -• t . , er :sued 8) i Sanitary Permit wit provious� issued "3. t- 0c/risk f iV . of POWT System: (Check all that apply) N on.preseurlsed ln•ground 0 Mound 0 Sand Filter 0 Constructed Wetland ' "© Pressurised Insoound 0 Holding Tank 0 Single Pus 0 Drip Line 0 At-grade 0 Aerobic Treatment Unit 0 Recirculating 0 Other: - __ f ' . . .8 M'S V . _ . ._.. ,11. L i1 • t 1 • ati • n: w { �'' Dispersal Ares ♦ Soil Application . RAW 6 . System Elevation 7. Final Grade • • er ( 1 Required proposed irate (0611./day/sq. R.) � S. Percolation Ra (MhtJinch) Elevation 66d ; 57 8'57 , r ■ 6- ► VI Task opacity in +nal , * o . ufacturer Site i tee her. Plastic InfCMnation 4 ors Gallons f Tucks Can Con. i glass; Now Existing crete sttucted 1 T _ Tanks .5`e. ,- ti Iii X60 l , , e I ! + VII Respoaribllity Statomont - .r...:+ :.,, �,. :. ,.: . ( for in t l tion of the POWTS rho • a ... • h d .1a . :, r , xr r -"-f i o . : us nese Phone Num . er . & - w / 3 8G -3/Al r. , , e �, , .. i 0 Go' ek , .5"i --d A) / 6/ .. VIII County/Department Use Only ■ , ,... rov • - :watery Permit se Includes roan-Win ' to sated setting (nature o stumps; 121 Approved 0 Owner Given Initial Adverse Surcharge Fee} Dtarmination 1 0 1 IX. Conditions of Approval /Reasons for Disapproval: 4 - 0 . • 4_O . 3 o-t C tai M 19-+1• 1 ii SBD•639g (R. 07/00) .Ts 5" da /d s'cli in izier 01 37 Co tfo aced /g/ a19 02 w,v a 4 -416 - o,,,/ - /.2/4 v7- /;vii,e, gal i e______, : ___.),,, i _____). _ + . i 7/g 3/ ' 7 0110 Q e 4h4A - _ e ,,,rv` > / /,Bir7 / .�/ e d / Od . 0 r F. . a 5.e. 4 b3 t x FROM : Schumaker Plumbing FAX NO. : 7153863121 Apr. 24 2001 06:52AM P1 Tax Cover Page WSiaLIAM $CHLID411ItRR Date: , r /.2 y l 5chumeket Pluatbi,ng 1070 Scott P4 Bedsore WI 54016 Fax and Phone Number (715)366 -312' To *umber of pages: Rd s 5 •01- 41 !-der Al A 6 _ 'L9 h- aL,).UG" 9t0.1 o C.- Al e dlre Se ,77 sT' LIc Peel ° -t' ,c: 9 Tl e .ri ems' V/43/0/ !d /aa yev Idi for y1 4G't 0-4) Waisc�onsin Huma D > =.par tme of ations Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 L.,and Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. CRoix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. 020 - 1108 -70 -000 APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION REIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION , s. Travis Waldenschmidt GOVT. LOT NA 1/4 NE 1/4,536 T 29 ,N,R 19 Egor) W PROPERTY OWNER':S MAILING ADDRESS , ` " LOT # BLOCK # SUBD. NAME OR CSM# 7242 9th. St. 37 na Cottonwood Ridge CITY, STATE ZIP CODE PHONENL 8ER"` :'. ['CITY ['VILLAGE ®TOWN NEAREST ROAD Hudson, WI. 54016 (75 Hudson CTH "N" [ 4 New Construction Use [x] Residential /Number of bedro ms' .": 4 [ ] Addition to existing building [ ] Replacement [ ] Public or commetCial despite 1 Code derived daily flow 600 gpd Recommended design loading rate .7 bed, gpd /ft .8 trench, gpd /ft Absorption area required 858 bed, ft 750 trench, ft Maximum design loading rate .7 bed, gpd /ft .8 trench, gpd /ft Recommended infiltration surface elevation(s) 104.30 ft (as referred to site plan benchmark) Additional design / site considerations trenches 4.00 below grade Parent material outwash Flood plain elevation, if applicable na ft S= Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for system ® S ❑ U ® S ❑ U ® S ❑ U lIt S ❑ U EiS ❑ U ❑ S CCU SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon Texture Consistence Boundary Roots in. Munsell Gu. Sz. Cont. Color Gr. Sz. Sh. Bed 1Trt lch '' 1 -8 10yr3/3 none sl 2mgr mvf gw 2c .5 1 .6 1' ' li 2 3 -38 10yr4/4 none sl 2msbk mfr gw 2m .5 .6 Ground 3 38 -100 7.5yr4/6 none ms Osg ml na na .7 .8 elev. 108.3 ft. Depth to limiting f +100" a�H't°3-34+I VI( eir Remarks: Boring # 1 0 -11 10yr3/3 none sl 2mgr mvf gw 2c .5 .6 1 2'' ?> 2 11 -28 10yr4/4 none sl 2msbk mvfr gw lm .5 .6 3 28 -38 lOyrS /3 none scil M na gw na np np Ground elev. 4 38 -100 7./5yr4/6 none ms Osg ml no na .7 ' .8 1 08.3ft. Depth to limiting /r2i. factor +100" Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715 -246 -6200 Address: 1554 200th. Avg. ' w Richmond W 4017 �MEI `e e Date: 4 -14 -2000 CST Number: m02298 J PROPERTY OWNER Travis Walde_nschmidt SOIL DESCRIPTION REPORT Page 2 oj3_, PARCEL I.D. # 020 - 1108 -70 -000 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots Bed !Trench in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed !Trench . . ................................ <' 1 -11 10yr3/3 none sl 2mgr mvfr gw 2m .5 .6 . ... ............ 2 11 -38 7.5yr4/4 none sl 2msbk mvfr gw lm .5 .6 Ground 3 38 -100 7.5yr4/6 none ms Osg ml na na .7 .8 elev. 106. Qt. Depth to 1,, limiting ��' factor I 2-74 i . r (6ya-taitki ' +100" � 34. Y -=Y$ 1,x.) 3 Remarks: Boring # 1 D-13 10yr3/3 none sl 2mgr mvfr gw 2c .5 .6 d 4 2 13 -24 7.5yr4/4 none sl 2msbk mvfr gw lm . 5 .6 3 24 -90 7.5yr4/6 none ms Osg m1 na na .7 .8 Ground elev. 103.3 ft. Depth to - — — limiting factor +90" Remarks: Boring # ' 1 -8 10yr3/3 none sl 2mgr mvfr gw 2c .5 .6 >? 5 8 2 3 -34 7.5yr4/4 none sl 2msbk mvfr gw lm .5 .6 3 34 -90 7.5yr4/6 none ms Osg ml na na .7 .8 Ground elev. 103.3t. Depth to - - limiting factor - — - +90" Remarks: Boring # ............. ................. .................. ................. .................. ................. Ground elev. j ft. f Depth to limiting factor - 1 Remarks: SBD- 8330(R.05/92) I STEEL'S SOIL SERVICE Gary L. Steel Travis Waldenschmidt 1554 200th Ave. CSTM2298 NWgNE4 S36 T29N - R19W New Richmond, WI 54017 MPRSW -3254 town of Hudson (715) 246 -6200 lot #37- Cottonwood Ridge - 1 " =40' il , BM.= top of 1" pvcpipe @ el. 100.00' 'Alt. BM.= top of 1" pvc pipe @ el. 101.00' R `> x V 6 I 30' ite o ff° z w °4/--,1 k o f 4k 42 loll / 4 /,, Gary L. STeel 4 -14 -2000 74k ' 6 '- / 7 r L 42-f Fig ' +>. Sanitat, Permit Application .ol 'W . WaShington .Aet tii I A a Leor: .-, (:emr, iii 2 ' u ,. Ad•n code PC i3t,,k 733: aj r .. secs i ;Ns stp; p p M W1 53 "•?3;. Set revers* s�dc `or ,nsttut;,0 *.>i ,er ;�, ,. .. L P rtsgasti infut^tiac,e ^yap arevld! rrs} be used i • "+ purps�iea tS, )1;1 1 corltpletOd farm to teluluy if.. p� q �tmtne of Cam+�+•ra• [Pr, vs¢y ;,t+k . s 15.40' at t aw'ar. �7r gvstem . r •n .or . n ' • 1i N ; t inehti In slat WWI." At.i y ,: • t dens to t t •ur.1v t a- on,v r r * + rt � � umber . , liaaret, - "' � S a , C aid .rcA " i si caotx 4) 1r4 , tea 3 ,LA Y tL O � . •�.'1 111 ",-,- "rt q jr. ; z p111NG 7g ` rA .5 , * s r-+ �, \.: u ivlc , . ' anls► or urrsber -' 67 ' ' . I a .r/ w ^eo e..'dg -, - . . n P. : ilk 11.110 I' t f Z ov 2 ?wily Dweli 4$ -10. of Beeteetas, K in Own Of 0 Publitga� tdtterike nee) :. .5 .4/ ;,-...a..: ►. , �� • t A1ss�tsrt P.orsd a • ,, 1i r. t ._ , only ens • -• on t • , bee • on l D Aeslwereteat 3. D lsdssye Me roc ` utn' i o 00 A) 1. htstw Wiese . D t In r A0 . /353. pl. LI s' . aiLl PIM* a ....% '.1....., ,, ; �. � Hu Iq, ao.3 V" , ,1 t (Meek all , ripply) -'� at- -lop Q Sand Pflug d Cat:sweted Wttltrld „�hwd � 0 Monad .i NwnuelaSd 1>wergsd Q Aerobic Trestmtat it D Ra > 0 O tt he r Ina C z 3 93 r• iii Y. 44 a ..._1' •. • ' t�f } } p 1WW I �tivllti0rl ,,�.. i r i Mp • s s,fdgyhq. It : I (MMM0P ) 7 CMoja' Al 6L- f 7 4 /4' 95. VG' ask R � ,.'.,I' 1n t�ItllOSli ' T or '” , Cc* � � � �� �rn , 1 a�ese strued ,: i • 1111M1M011111111H 4?//,411101111W . • T IT , Stow* :� , L� d 1 1 ; r t,i `a > >' - r +, rd this .. s • � / / _,a 79". 7l5' 3Y‘ ' ill fF,T�'� r Only wYr ' r•; twy wet as us* rou WO • a s . 1 u , t 1 ro - o sumPC 0 APPrOvad 1 Q » Initial AMMwrtt Sarah �• I 225. I a Iq 2c'o l l • IX. C , far i . prevail , — d�, �. Q cooar Atice dal p,J1.... cob_ iff SArtle:— 1 Y-PA'jZ°4"" (4er IS l i .nt ++'t r i 1 I CMS. .. l �L - A : L i 6 e. °�^- I er t Vim^ ,l9.,4/ s c L s ` z . 6.) - L, . ' S — o& c5 . • SRU3 * tA, 07100) 7rbi v.'s al leAs,:i m dr 1407 37 G a 4/ 4Joa d 'Wil 7 4 e IY so -../ `� S -5 / " = Gd ,1ba.JA.�l. !"c4rrryfrer n�'va.l iv oat' /'d. `�` -3 y-, -- . trt 4- t.. N . 4. s, ? )..L.. : jr.' C4:: 1-.$1 -a N / ( r o ;L -1/4:t I f I ( kl 1 c:°— ‘. • 60 6 . I( 9 .491.11.VII° 1.11)‘) 1 A/ r --?//370 ,d1�o7227 yid 4■'° 11:11:141:1 1110 Vie -sua*,41.41 04- 4') S! '1101 771,, ei . es 414/..5.1sh47 / e 7 37 C e r 77:0 4/ tdero d ,9t,Ije , , • d" *2 14214/1, f e cti ,. : ., "0 :," 11 ‘. A, .,.. Ar , Y / -- , r _ •<"‘ N . .N.. V .. I. ' ' ''' c p * ..s-- ‘I S ,■ti , C,- / ..,— ii )) Aio x a 40 to e, ‘,4 ‘ Ai v, ....t flii‘'Ll a i 6 ' / , ( ,%•..., A - 1 id 4 4. 1(1' /fl-e- , ?//.57,/ " ?9I yr 4,41, WfSaohsirtDepartment of Commerce SOIL AND SITE EVALUATION of 3 bivision of Safety and Buildings Page . Bureau of Integrated Services in accordance y ittrijL.H i 3 Q9, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inch s tm s tie. PI m County include, but not limited to: vertical and horizontal reference po ,(BNI), directli n and -_r S • C ∎ X percent slope, scale or dimensions, north arrow, and location rid distance to neaffestidd. }parcel I.D. # r APPLICANT INFORMATION - Please print all i � , c , > ` , . • 'evi ed by Date Personal information you provide may be used for secondary purposes (nvagy Lty_,;15Y'41(7ry ( m)). / � I 1 I Property Owner � Proy L.ocat 11 /��� R►CKArc1 (x 4 *N' JGLO' 1/4 1/4,S 3 T ZI ,N,R / E (or&N Property Owners Mailing Address `4- J nt 1}.. Block# Subd Name or CSM# (n� 1353 AwcA4ukee Tr• 31 C()+-- cnw0Od Q,- dge ❑ City State Zip Code Phone Number City ❑ Villa g e ® Town Nearest Road E- ludsorN iw■ 15MO1Uo 1(115 )5'- 1G-(013( Ell idSah I C Rd N igi New Construction Use: S Residential / Number of bedrooms 3 Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow ( OD gpd Recommended design loading rate • 7 bed, gpd /ft • 8 trench, gpd /ft Absorption area required 51 bed, ft 1St trench, ft Maximum design loading rate . 7 bed, gpd /ft • O trench, gpd /ft Recommended infiltration surface elevation(s) upper 9 3.qO GoUrc r 9'Z. qv ft (as referred to site plan benchmark) Additional design /site considerations d1f 4`7 ur0*v V Luw•W" VAVO Parent material Gl 3C Q,t C xl \Iva.Sh Flood plain elevation, if applicable ff(.,t', l 76. SZ) ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system (117 S ❑ U 0 ❑ U C ❑ U E s ❑ U ❑ s lE u ❑ S Rif SOIL DESCRIPTION REPORT V _ t itt. twL6 1 , 2.000 CIS () Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 1 015 1 r3 / SL lmS� mcr CS If . Li .5 . 2 - I5-I IN, Lill rnS Scl mI t5 • — • 1 . $ 4 Ground J elev. , yS. 9dt. Depth to limiting • factor ' I 3Oin. P co ' Remarks: A Boring # 1 o Icyr 3) SL 1 1Y1 CS I-P . Li .5 , f 2. I 1211 IO 1-41l `- m5 oc,5 ml C - • 1 - S' 1 Ground , elev. 9't•3c) ft. ' Depth to — , limiting factor 12 in. Remarks: CST Name (Please Print) Signature Telephone No. Al a Schu a .. er ,..1‘...Ow" 7115) 2 `11- 4 -iooY Address Date CST Number 4S Ceder 54,'P / Shrr -er. 11 _ 15 -9ri' 253305 PROPERTY OWNER _TQ1) SOIL DESCRIPTION REPORT Page L_ of A -3 ' PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots G'D /ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. rr / Bed Trench .3 U-15 18 \, r 3/ `>L \ rn rY1 tr C {: . ; • Fj , Z 15 -1 lb yr LI it -- m S C)S5 r^n 1 L S - .1 Ground elev. ?390 ft. Depth to limiting factor \R7 Remarks: Boring # 0--12 ID's- 3/2 _ SL Im53 rn-Cr L5 1-r • Li 5 ,� I-12.6 10 y m5 059 rnl CS Ground elev. 9 T_.00ft. Depth to limiting factor 12-l in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Boring# 0_11 la yr 3A -- 5L I mS mfr C I C . y 5 'Y 5 Z 11 -124 )b r y lea — rns n5 ml CS - 7 • g .7 y � Ground elev. 9S'Ydt. Depth to limiting - w' tj factor 124 m. Remarks: Boring # .......................... Ground elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) V°1 e_ 3o 3 • 0+ - _ ScAj e_ I "= So r x mo.... g rim( ci.c.v. too. 1 . n4:1 •.. SS••ehaery (jrYlZ e(cv.tw•V I'll , , uppc.- 93, y, l ., S,kM a (t ,'. _ 3 v upper• 4 ;..{o 'L . 8 vow�.r•'a•YV ._ — — — — -- err( ■ iarnAOt 4 r . 4,nr44. L.G- • 115 130i • A2 ,• • 44 •1' osoi � h 01 o • [3+\ a v W Criti -1ca ( S�" J /76 0 N [ - , a, 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 TreatsA System (POWYS) shall include information and procedu res for maintaining the systerr witti" the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, ,A,1 j or governmental unit. The approved plans and permits for system are on file at the cnunty" � zoning or health department. 5 es+ e ce ` . This management plan complies with Comm 83.54, Wis. Adm. Code, and the 1n- C$iaund,,.• :;/ Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems Sap ,;! 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number 38 1 -(o Number of Bedrooms 4 Design Flow - Peak (gpd) (Qcro Estimated Flow - Average (gpd) 1 lt Septic Tank Capacity (gal) _ L S0 _ `` � ' t � Soil Absorption Component Size (ft Yp _ Z esti `3, T e of Wastewater Do c c ami s Table 2: Soil Absorption Component • Limits of Reliable Operation ' } Se•tic Tank Component Soil Absor•tion Component Design Flow - Peak (gpd) 2$'0 51 " - P.t, NtS w 01 bi Maximum Influent Particle Size (in) 1/8 _ Maximum BOD (mj /L) 220 Maximum TSS (m /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and/or service once every 3 years year clean at least once every 3 ears a ry Outlet Filter Inspect once y Component Inspect once every 3 years Soil Absorption Como rY ._.. So � p - p Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stets. 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 se•tic t- . -nd outlet filter shall be assessed at least once every 3 years by inspection. Th= outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the I b • Management Plan for a Septic Tank and Soil 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 flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain Tess than maximum scum and sludge accumulation in the tank. Manhole risers, access 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- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the Interior of the tank may be difficult or Impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Ab r tlon Com o ent The soil absorption component serving this structure is designed to accept domestic wastewater from a residential 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 installation 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 once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage 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 snow 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 intense, and earlier, organic clogging of the soil. more �n , or 9 9g g 2 ,E./06/19.92„..&:41 f-•71538121E6 STCROIX VALLEY CAB PAGE 31 Mar, 15 Mt 13=24AM P1 , \ FAx HO, 1 7153563121 • FR0*/:::::5‘ov..tnalirr\\,,, 11 ._:N c .. .. 4- cv....A.'...... Il ./7 " - ' 0 ,4" , "• 41.6. '"' ST CROIX COVIVIV • .,_ ., 0 , ■f ' ' 9 ,,c0 .- ' 'SIM C TAW MAIMAKII ACiantiNNT i AND . \ k, I.0 L 7 -/ OWNVISH0 csainnovriox POW - -,,, 'V 0 . ,,, 441( • • • A v „ g-: , p Di As_se..„.1 M I 07 ito - ail* iijkkoss 1 r3 L i q 4464.6i6Or■ . , 4 461 # fr/ ' / vt I'. limpet) A ' dieus ' ' - v /4"4- (Volbriis allied Sys big" Opplaws to we lowsiodut ....... *ro ....,-,dilie...14........... host IdwillitsbA NW* (?c2(1 ZWO' LiagARIOCIMM .,.. Pmpaltr Losslissi 4,. 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I ' d ' J/6,4: ., '7% - 4 - 1 - -- N ' • ; - .lit"' , DAIS I 011 as lis ha sit Iss is is bui dry On) boa* i Csit) IN Olt the oww(4) of Is piper ilwablidwis at I mow dui issidstke Pak* daub COL I 4 Mr idionibilleisiois4wisobbrip sisik Is ilis wawa peak Wig mad Sr dis Sasis4 DOOM& ‚4" " WOW sub gis APPlissoki a MEW %WM* awl lie ibs iseisir it Nob oftias , a ow et iisk ambit was ay Widows Is aids is ills wens* dead Td wdell:OI IOW ;1 .4VW ` STATE BAR OF WISCONSIN FORM 2 - 1998 r,p,g g / '. :' ' i � WARRANTY DEED KATHLEEN H. WALSH f ° � �, ` • r REGISTER OF DEEDS / N. Document Number )1fi. 1.4 1 PAGE 625 ST. CROIX CO., WI / '. p , :....a ref RECEIVED FOR RECORD This Deed, made between W -10 -1999 9 :50 AR p , 701 i PICWDPD O_ STOUT and JANET . o� sr� emn us 1 k i qX and toifa MERRY DEED C ti I EzolPr r Grantor, 1 „r1LIN f I,C€ 1\ i and • • — - e SE[ B r - COPY FEE: FEE: ` " v1�NG hu>±band and wife, _ _ TRANSFER FEE: 143.70 Z� RECORDING FEE: 10.00 ( \ C PRGES: 1 ` / i 1 9 Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following ' described real estate in St. Croix County, State of Wisconsin: • (0,, Ar Lot 37, Plat of Cottonwood Ridge/ Town of Name and Return Address ' Hudson, St. Croix County, Wisconsin. TjLe(.� l � 4. -er • 7dy '6 / 020 - 1108 -70 -000 Parcel Identification Number (PIN) This is not homestead property. (Is) (is not) • Exceptions to warranties: easements, restrictions, rights -of -way and covenants of record. Dated this 9th day of August ' 1 999. • • Richard O_ Stott (SEAL) d-AAA__4_,7 ,Thnet P_ Stout (SEAL) • fttC.fLa._ 0.S -►atA -� _ 2 _/ -- (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, ss. St. Croix County. r authenticated this day of Personally came before me thls 9th day of August , 1 99.9 . the abode named TITLE: MEMBER STATE BAR OF WISCONSIN __ to (If not. aTey P t tlin d9t ?ITV ea to be the person _-$_ who executed the foregoing authorized by §706.06, Wis. Stats.) �ptaCy ? I y r' and acknowle.re the same THIS INSTRUMENT WAS DRAFTED BY State' / Janet P. Stout iffr%ll , Hudson, Wi , 54016 Notary Public, State of Wisconsin My commission is per anent (if not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not / / / if 0-V ,) necessary.) ' Names of persons signing to any capacity most be typed or printed below their sgnaure. WARRANTY DEED STATE BAR OF WISCONSIN wlaconen Legal Beane Co.. vie. FORM No. 2 - 19911 Maweukee. Wis. I U1 1Vly rr vvJJ . 1laL•.:L TED IN PART OF THE NW1/4 OF THE NE 1/4, IN PART OF TB NE 1 / 4, SE 1/4 OF THE NE1 /4, NW1/4 OF THE SE 1/4 AND I1V '1s CTION 36, T29N, R197/, TOWN OF HUDSON, ST. CROIX COUNTY 0- . N88•15'10"E 322.93' S83•45 38 ® _ _ HILLARY FA / / S88 J 322.93' . • _. ' - -- -- - . , - `. _ ff� - - N83'45'38' • I / C ; ‘ . 1 : .. : . -- le ...-. H.W L, 9 82.5' ;.:• ...................a �....... .............. ..... . . i . ....,... 1 / , . 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