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026-1072-80-100
i n @ o ■ n ) � Lo� V , 7 /\ 0 ° A 0 a =, § e 0.0 + 0 ( 2 ; 9 2 = q & 2 § \ O E r , c o ■ /> \ ?s � i E o > o - ®9 9 k z O z § 2 n r ■ � ° 8 [1 $ & V V "a 2 k i CO) U) (A \ 2 k / \ \ � § 0 { 7 E \ � (D ` i rr c @ z i m m 0 ƒ \ $ \ /k ;u a&2 I ,N \2\ \ 3 a r \ k � � k � j $ i ii: § E 9 2 \ / ■ f m / \ �" �\ 4. 7 M o � � » m > . § e § \ . § ƒ 2 A . 0 � f § % � t f � { ; ¥ � I % I � 2 � K 0 \ , § o \ P j � \ Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: Safety and Building Division INSPECTION REPORT Sanitary Permit 405042 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID N Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No Johnson, Tod Richmond Township CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt, BM Aeration Bldg. Sewer Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header /Man. Aeration Dist. Pipe Holding Bot. System Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number. DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing 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 „,j Yes 1] No Jag] Yes (l No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / / Location: 1446 140th Ave New Richmond, WI 54017 (NE 1/4 NW 1/4 25 T30N R18W) NA Lot Parcel No: 25.30.18.380B15 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? ktsj Yes 14 No Use other side for additional information. -- Date Insepctor's Signature Cert. No. SBD -6710 (R.3/97) 1 lt I �!�O tur�r/ it;,�Oec�� ��� / >� �, .z�evv; hti � °, d1.. (' : li bi l�i�hg d. � �_r' ƒ . ? � - \ Lt \ O O 2 & / k 2 \\ O O / \ « © ƒ k / /ƒ \ k o O \ r ao « )O _ ❑ O O / B au� � \ ]O 1 k a � §\ °\ ]O ] 2\ 5a am A k$ $ g 5 \ « � / A A ( k/ ` § ( —§■ ® R �2 ® o k L A t § k B GM °« � ) } § / ]o �_ > _ 0 9 Safety and Buildings Division C otn r) a 201 W. Washington Ave., P.O. Box 7162 t 15 ��� , WI 53707 - 7162 Site A44mas �telke, Department of Commerce -38 - /! � P amitNNumber Samoxy Sanitary Permit Application In agora with Comm 83.21. Wis. Adm. Code, peraoml idDfnWb= YOU PrO—V Click if Revision ma be used for I.. «. :is. L Application Information - Please Print All 'Information Plea I.D. Number PwP s N me APR 2 :OFFICE umbe a !yam_ o _ *.V - /oC) Property Owner's >t Address ST. Location ZONING vC K S C,N, R Y. Zip Code Phone Number Lot Number Number 3 1 r Subdivision Name GSM Number 0 Z 1 M-GJC IL Type of Building (check all that apply) - his Ipw—1 N✓N 5 o ✓;5 ;tap y r< p^✓ccA �1 41w 1 Or 2 Faintly DweIlnms Number of Bedrooms J ✓4 ( t oIW �'�7 �w I O ✓L. PublictCommercW - Describe Use -t0AtA . R25 5 S lOArw�s O AA ❑ Stan Owned nL Type of Permit. (Check only one box an line A (nun pktr line B V appticabie) A. 1 New 2 ❑ Repi>lamemt System 3 ❑ Replacement of 6 ❑ Addition to For County we stt� T OWY Permit Number Date Issued B. ❑ Cheek if Sanitary Permit Previously 1swed o s Gka "r 3 1 ' 1 7N (o - IV. Type of Permit (Check all that apply)(mmt scheme is for internal use) 44 Non - Pressurized In- around 21 Mound 4 ❑ Sand Filter so ❑ Constructed Wedam 45TErr 22 0 p k� 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line fn 4 L. S 45 ❑ AvGrsde 46 ❑ Aerobic 49 ❑ Rae' 30 ❑ Other Z I C lna S V. Area Inform: 1 11 S A, = 31. I c Design Plow W4 Dispersal Am Pm Area . peon Rate System Elevation Final Grade Required Proposed Days/Sq.FL) (Min.Awb) Elevation Ir 7(�r ! I VI. Tank Info Capaciw m TOW Number Mamtdacturer Probb Sine Steel F' Plastic Gallons GO= of Tanks s� �+ Q08 Constructed Glass New Hsinint Tanks Tsoks p WL J or A °Idins r=k ��L7 W� S VIL fit -I, the mm netl, v° Or en slawstsar / - 3 / -x! Plumber's Name Plumber's S! 10RAPRS Number Iiustams Phone Number xa ' 064� Addreia (SUCC nt state. Zip code) O VIII. Date Issued Issuing Agent Signature (No Stamps) ved ❑ DbWroved Sanita Permit Fee (inclucks Groundwater � ❑owner Given Initial Adverse age Fec� �� Dols vv �- 3 Determination UL Conditions of Appraval/Reasoos for Disapproval si i / tie �ta�,�vw.,<✓ i ✓�sPors�6ler r.,a %�� «.� u �j S 1, �k�l�✓�5 `f1, a✓osi�t e�nl✓��P✓� < �iccs still ll be rk�;�+ �•.�•� s iS efAk1s 1 cvi`4k c < - � a� . 3 h A /v vnQ kl so tAco � L an c(" Wk�Gt/`�tSC�vr. f � d A�r �� ZZ Acts& olowide pia (0 dw CaAty 0*) for tie a, as pow ad ko tin tun 3 u tom. `� w-v c t logo�z - 1-4"rd 111 C' r6 owr, - 13 - 4 I . : �6D� row 5�,�„vf� -e S w.,�.ef owv� S t $ S f � un cost (D MUM I � _ o � wvl �atre wl°lo✓v driver✓�'`� Irxw`�n� eft (Lt Ay e. 77-1 �s ilc wl. v S t � vw I t a a 5- �vvi —F Nt A) r- - N46 5 ec^ 30 — /,Vu) aA YX7 kx.o-��4,A�ncA- C,�!: -5f dam 1 A GOO A t _ y - �► a �az� /sue E-( U., ° vQz- G,2 o L — a-C) C) loo' qao. -Z-Y' �? IL -- - l of A 4 i f � 5 Ci✓u bcr5 .: -!, e ./ .� 3 - �- � � _ � __. �, _ _ _ __ .. {. 1�, �; ,, ,� �,. -�__ #I VV 1 here IS q - getter - . Wa + BioDif s- e r U ' 34» x 76 nits: 3 4 x 76" to greater vol.. ♦ e . tes: Ong Or shadow effect Louvrrs wotec t s aa` tncre� �filtradv,e i Very economical .F Afaximizes unmasked leach, The � serTM ng sul*Ce of unmasked effe the optimum a objective ective teachin mount unmasked is to provide an open botto design sfdewall to allow effluent to fiow capillary action in all directions. SPECIFICAT his has been n � i "� Ord Unit bottom w g the traditional L am• -- •••..76" Low Profile unit achieved by co mbining w ith a series of louvers aloe open L 76 Effluent inside the g the std Width .............34N eh9th ... . . 'oil along the chamber flows to unto es. Height ...........14' W+dth ...........34" ct f re deli full length of each side. mpa ed invert ...... Height ........... i 1 " fined to allow - ........9" i n desig effluent to 7�e louvers BioDf invert ...... •.,.6.5N backfill whale Pass into the �SersTM of eithe 'grating into the chamber. Preventin it from o f�' g'a� and cow size, when installed , or 17" , withstand mss' to o over resec lively H • f H -20 f factors - Wiscodsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8%s x 11 inches in size. Plan must County include, but not limited to. vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimensions, north arrow, y t distance to nearest road. Parcel I.D.# Prt of 026 - 1072 -80 -000 APPLICANT INFORMATION - p �in ` \ D to Personal information you provide maybe us fndary purses (Privei y b s. 15.04 (1) (m)). R d Property Owner :� _ Property Location John & Arlene 01denberg Govt. Lot NE 1/4 NW 1/4 S A - 3 T 30 N,R 18 W Property Owner s Mailing Address - ' Lot # Block # Subd. Name or CSM# 1445 140th Ave. '` ST 0� aX — City Stag Code ;%tNNf(mber City Village ❑Town Nearest Road New Richmond W I ' g 4i 5 Richmond 140Th Avenue ❑ New Construction Use: ❑ ' eo �JuQ - edrooms 3 ❑Addition to existing building Replacement ❑ Public o describe Code Derived daily flow 450 gpd Recommended design loading rate .7 bed, gpd/ftz •8 trench, gpd/ft Absorption area required 643 bed, ftz 562 trench, ft Maximum design loading rate .7 bed, gpd/W S trench, 9pd� Recommended infiltration surface elevation(s) 96.0' 9 g � ,1 f ft (as referred to site plan benchmark) Additional design / site consideration Install trenches using high capacity infiltrators. Pressurization may be required to reach system area Parent material Glacial 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 0 S ❑ u ® S ❑ U EIS ®U ❑ S ® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPDff Boring# Horizon in Munsell Qu. Sz. Cont. Color Texture Structure Gr. Sz Boundary Roots Bed Trench 1 0 -10 10yr3 /2 None sl 2fsbk mvfr cs 2f,lm 0.5 "q0. q8R 2 10 -22 10yr3/3 None A 2msbk mfr cs 2tlm 0.5 1 unit 3 22 -32 1Oyr4/3 None grsl 2msbk mfr cw 2f 0.5 ' elev 99.60' ft 4 32 -57 10yr514 None s Osg ml aw - 0.7 0. Depth to 5 57 -78 7.5yr4/4 None scl 2msbk mfi gw - 0.4 " �.5 limiting factor 6 7$ -95 7.5yr4/4 None scl lcsbk mfi - - 0.2 "0.3 >95" Remarks: A me 0.5 ,9 0- 2 1 0 -24 10 yr 3/1 None sl , 2fsbk mvfr cs 2f 1 r 24 -43 1Oyr5/4 None gris Osg ml cs 3f,lm 4: -.8 G "' 3 43 - 10yr5 /4 None s Osg ml cw 2f elev 99.66' ft 4 52 -88 1 O Yt' g aw 6/4 None s Os ml - 3 - - - - - - -- ------------------- Depth to _ limiting factor >88" Remarks: `$orizon #4 contains ckets of 2fs k 7.5 4/4 scl. Horizon loading rate adjusted b weighted averaging to reflect reduced jiabilhty finer textured materials found w' dominant sand rof CST Name (Please Pri i ure: James K. Thompson 715- 248 -7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceo a, Wl 54020 3/11/00 3602 1180 *PROPERTY OWNER: John & Arlene 01denbem SOIL DESCRIPTION REPORT »so page 2 of 3 ite ' PARCEL I.D.# p r a t of 026 - 1072 - 80.000 A_C.E. Soil & S Evaluations Horizon Depth Dominant Color Mottles Texture Structure sistence Boundary Roots �` 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. d Trench 3 1 0 -19 10yr3 /1 None t ✓ sl 2fsbk mvfr cs 2f,lmc 0.5 ;,9 0 2 19 -27 10yr5 /4 None �grsl Osg ml cs 3f,lm 0.5 A. Ground 3 27 -35 10yr5 /4 None ' grls Osg ml cw 2f 0.7 f L0. D• 09 ft 4 35 -87 10yr6 /4 None s Osg ml aw - 0.7 �;' Z 0 8 Depth to limiting factor >87' C qb(.-IJ Ci 6 Remarks: 4 1 0 -19 10yr3 /1 None grsl 2fsbk mvfr cs 2flmc 0.5 j,QO. 2 19 -27 10yr5 /4 None gris Osg ml cs 3flm 0.7 Ground 3 27 -62 10yr5 /4 None s ' Osg ml cw 2f 0.7 018 99.04' ft 4 62 -87 1 Oyr6 /4 None s Osg ml aw - 0.7 /, .8 Depth t6 limiting factor >87• 0 Remarks: 5 1 0 -12 10yr3 /1 None grsl 2fsbk mvfr cs 2f,lmc 0.5 j 90 2 12 -24 10yr5 /4 None grls Osg ml cs 3f,lm 0.7 1- Ground Af 3 24 -62 10yr5 /4 , None s Osg ml cw 2f 0.7 r2 0 1 8.25'ft 4 62 -85 10yr6 /4 None s Osg ml aw - 0.7 % 2 Depth to limiting factor > 85• r / It- Remarks: Ground elev Depth to limiting factor Remarks: f�. 3oF3 vo - _ _---� ,� ■ 50; l ©(� ✓ate on A;� ��- � • IAS.�.S. MankmQnt inal'Kin� nyq CorAw See. z�l. 'lll�� - -- s to Q 70 1 � Oe o P� AP 8 � Own er' n lene- �QoJ �,'c�rridn% c ,71, o - n CYy�cJyS.��cJyy/IFLj I Q n Sec. 77,3e /1 ka rh S� • �'IDi.0 �. L)/. �� ll8p r - SEPTIC TANK 6" PUMP CAAMBER CROSS SECT HNU arc.%•�• WEATHER * 4" Cl VENT PIPE 12" MIN. ABOVE GRADE �JUNCTIONPBOXF APPROVED ? 25' FROM.DOOR, WINDOW OR OVER FRESH AIR INTAKE WITH CONDUIT MANHOLE . 0 W/ PADLOCK S 4 Cl RISER WARNING LABEL S" MIN . _ ----- -- -_� -_k �� MIN ABOVE G AADE — --- 18" IN t � INLET � "WATER TIGHT SEALS GAS- TIGHT t �� SEAL + APPROVED 4 11 Z. A t ; JOINTS W/ Cl 4 Z. M CI PIPE B t ON PIPE 3' ONTO 3' ONTO —�--' t SOLID SOIL s SOLID C { ** RISER EXIT SOIL PUMP OFF ELEV. FT. Y Orr PERMITTED ONLS D IF.TANK . MANUFACTURER HAS APPROVAL 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE S MANUFACTURER `.a .e.65 NUMBER'D�OSES PER DAY: �____ /�•U � • i� TANK MANUFA , . l � TANK STIES SEPTIC o0o GAL. OWB DOSE VOLUME INCLUDING GAL.' DOSE GAL FLACK :. __. . I nort? $ INCHES _GAL ALARM MANUFACTURER: CAPAC ITIES: A - ..L�.. MODEL NUMBER: _w_ E w Fw B = 2 INCHES = �.� GAL SWITCH TYPE: �\ «�T �° /� ��"` �" ` - ,�/ C = 8',� INCHES = I GAL PUMP MANUFACTURER: `n[ • o`ds MODEL NUMBER: 3 ( L- D = *7 1 I INCHES = /`I . -S SAL SWITCH TYPE: _ .oc REQUIRED DISCHARGE RATE D G PUMP ALARM WIRING AS PER ILHR X 16• 23 WA �5 9 FEET VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE FEET + MINIMUM NETWORK SUPPLY PRESSURE as FEET + 9'� FEET FORCEMAIN X [FTI104 FTOTALIDYNAMICAHEAD = • FEE INTERNAL DIMENSIONS OF PUMP TANK: LENGTH � WIDTH �� DIAMETER LIQUID (v ��� lnbb /1o0�— Nltl'� s' Goulds t . Subiwasible .. Effluent Pump 3885 APPi iCATIt1NS • Overload protection must smooth operation Silicon can be operated continuously Specifically designed for the be provided In starter unit. bronze Impeller available as without damage. following uses: • Shaft: threaded, 400 series an option • -= _lx_; ■Bearings: Upper and • homes stainless steel ■ Casing: Cast iron volute lower hearty duty ball bearing Farms •Bearings: ball bearings type for maximum eMclency. construction. • Trailer courts upper and lower. 2 ' NPT discharge adaptable • Power card: 20 foot ■ Power Cable: Severe duty • Motels fdr slide rail systems. rated, oil and water resistant. • Schools standard length (optional ■ Mechanical Seat SILICON Epoxy seal on motor end • Hospitals tingles available). CAR VS. SILICON provides secondary moisture • industry Single phase: CARE sag faces, barrier m case of outer jacket w thre •Effluent systems • and 14 HP —16/3 hre Stainless steel metal parts, damage and to prevent oil with 115 V or 230 V e gUNA - M etastomers. wicking. SPECIFICATIONS Prong plug. Prong HP —14/3 STO with N Std CofroslOn- resistant ■ D -ring: Assures positive Pump bare leads. stainless steel.. Threaded sealing against contaminants • Solids handling capabilities: Three phase: design. Locknut on three and oil leakage. Y4 maximum. • %-I% HP —14/4 STO phase models to guard • Discharge size: 2' NPT. with bare leads. On CSA against component damage AGENCY LISTINGS • Capacities: up to 128 GPM. fisted models — 20 foot on accidental reverse rotation. • Total heads: up to 123 feet length S,1TW and STW a Motor. Fully submerged in ° aluft A=WWW TDH. are standard high - grade turbine oll for • Mechanical seat: silicon lubrication and effident heat ui carbide -rotary seat/siflcon FEATURES transfer. carbide- stationary seat, 300 a Impeller. Cast iron, semi- ■ Designed for Continuous series stainless steel metal are t raings Operation: Pump parts, BONA -N elastomers. open, non -clog with pump- Operation: the motor p ratings are s • Temperature: out vanes for mec seal recommended working limits, 104 °F (40°C) continuous Protection. Balanced for 140-F (6(•C) intern tlent. • Fasteners: 300 series UETM - stainless steel. 90 SERIES 3M • Capable of running dry, 25 _ SW_ W soL�S WEr RPM: WRIOUS without damage to - sc;Ae components. m ' s +rater Fr Motor 60 Single phase: _ • % HP, 115 V. 200 V, 230 V, 15 so 60 Hz, 1750 RPM; % HP, x 115 V, 60 f k 3500 RPM; is 40 %HP -1 %HP, 230V, . 60 Hz, 3500 RPM. as • Built -In overload with automatic reset. 20 • Class 8 insulation. P -4s s Three phase: • % HP —1 HP 2001230! 0 0 - 4 460 V 60 Hz o 3500 �a 20 RPM. 30 40 50 60 70 80 90 too 1 1 0 120 130GPAA • Class 8 insulation. c z a ro 20 3o W/h CAPACITY `,�/ 01995 Goulds Pumps Ellft*M Mari 1995 Prhrste tfnslbs Wswr Tn �etv Pisn Septic Tar* And Gravity In-t OMW Soil ASIOWWWO I fil owlamm Compost Kxsuwlt 10 COIN" 83.54 Vft Adm. code each RMAe Mile W T MOMM * (Powys) aw blciude d veooedi. Stir >frs i�+erhNers O Comm 83 end 84. and Ow CX �,c Of app, el by #a Sgen 9d+ ft unk Tto ap mvod p� SM pemMs w an 1Me at the aonkg or heattl� desr pbnwit. y This rnynagm 9 plan conipiiss wiih Cop 83.54 iMis. Adm. Cede. OW Ve bl- �d Sad *"oqftn cponll d I WNW for Pdvob ontbe Mfadewaw Treaknent S8D- IOW-P (88199 {. Tabu t: Permit Mrl�bar Nisti6at Flow - Peak toodl Eownaw Flow - C) 7 of TadN2: 8 - toftoffle —s" ON row Slopk Tank 1w�nidmurn t ppo IN�adnl�sn 220 150 Tab* 3: Y■iMswsAOe OdWdmb Tang 3 POW Olr�ilst Ffi r once a and �du n at Mae StsN once Way 3 yam The impft tank shaft be ffwk*Wnbd by an indN*kmW card W b a wros ssptic tanks under s. 281 A8, Sbits. Tto cwwwft of sspllc lank SW be disPosed of in occoubmoe with NR 1 A Wki Adm COdw (Swvk ft 3MPdc or Holding Tanis. PumpkV Ctwn* s, a i�ssh+ooens), Saspgp Beds, So mpqp Fft Trenchei. Prfries, or ParWA ala The cP�g wndNion of be s Seale and ouftet tiller s be assessed at k" ottos every 3 hews by f. Th be dam" as ne y to fapar aaaRStlon The tlMsr c�attlidbe ane made b n3tdn smlids in the lank that may sbugh eft the Mer when rannoved firom ftt WK*x re. 1f the r Manapermertt pftn for a Septic flank and Sol AbacrPdOn C*mpa"t T#W is *quo" oft an alarm. *0 OW Owl be swv6wd It du 00 p is aWwaNd Nd Ntyerretitfaett fAw am o MW i Kg m le surge The BaP�C W* sW have IS oadw is moved when do vokM Of SWMI 00 sklop in ft 11* exc�aedc 113 1w Iquid vakwo of the antic, d the con%pft of Sw tank are not removed at to time of an swe"rrtsrd. mainlenr ce ps omm shah advise ow owner of when the nsad service needs b be pMlormed fo mWnWn less titan m Wwmm 80" and sl 948 soouarulation in rtte tank. 1Aanhofs nears. aoosse IMW and Wvws should be wgpocbd for wales and sounxgtaas. Aoaees apeninp used kw service and asee stall« nx� tltet corrarlefiort of senvios. Any aawtinp dwntsd� in at>sit be seo�ad by be mpfrrced. OVON d aoo ""Wimp 9r� an sffedkm locking dewas b Prove t ao0WW" Of ww*mrisrd W*Y info #0 unk- Mo arts >dioMMdl enMer Ir stMMb' ar oAMor NOSOMW or � � ' eery nrrtorr iltillloert it llMr � irelMlkr � or eatlrsr Q a OSMA "apace` TM afineaflMl+t sties - - - -t a home awk aw awalfn MW !mm" and rasow d a parson * Me Nflerr*w Of gw am* mW he diuif orkMPoaafilW& Tank aboomnoM she# be in ac =dadoe wllh Comm 63.33. Wis. Adm. Code when the tank is no WW anted as a pOWTS component. The soil abgorpban component sewing go strww:ture Is designed to 800e0 dame*Vc west waW from a residential facility. The NmNm of gwralon of tic component are ShO" in T" 2, The Wg rviy► of a SW alt qNw cart+ wwd dsp ends Ws@ft cn PrOW wd tklwly msinisn ice. and sg+Mem uee wMA or bolaw On Nmft of ns k vPeralkwL flood wafer 0o rssnrrliiott pm*ow by ail accupwo and *0 00WINISM of vmW corwvwV Plu 01 9 Fdaures We fast'► fsciors in aaler Mta tbeilai ilia of oft commer+t. The sal WMM*m UWWWW 's qwmobn awed be sueswo by inspsdion at !sect in once svawy three VG6m The it epetGioit sttsM NtcM+tfe flee levels d if WW- ow observedw Pipes. and a vletuM k" fo any evidence of sudaces ssepepe Of ftdwW *4xn On comVertsrrt. On eleob dos'r 0 Mme• arses of sfuA n should be idend led wW nporW b Vo a m fm l"Wor. The setrfaes dlmoda- s of doerioetia wasuvm er or sewsp from the syslem is pdabiflsd and aotesidafed a human tteslMt ttszard. Tialfic around of overt to ag sbcarption *Woorao a A&W be wj okbd PW*A* V during W~ moms. The conV* ftn or mmmM of snow COW wirer t c may lead fo hy*W,lic f ftm OY frssti 4 Ttek type d fefiure w tre jW Wwooary. Wit is dWQAt at intpoesoms 10 fopw untl waa#W CW%K ores b"Prow. in SAN aXPOSCOM awn this CwVvnwd w N moduce oftsion of ="Md into the wo and disperam osN, which may lead to more interne. and sa ffer. organic d090V of the soil. 2 Manogo"Wd Plan #or a SGPW- 1 and Sco Abs�� CO� PwWngs o f dgep400ftd Higgs WW stwubs d O " r o f * **w Ion *W , Should be aw*Jad WOM fOOt kOusi Vft rh3w P Replacempr - 3i t C - Will - 3c) " p i-, 8jT-e 7just be left undi6tuxbecl, management/ contin-;envy plan must be modified and ;fled with the C7 zonin-.x office c, outlining ;V f'a"Urz-' tQ ne t-akpri in t-vPNI. 3 ` ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND RECEIVED OWNERSHIP CERTIFICATION FORM APR 2 5 2002 Owner/Buyer 1 ROIX COUNTY ZONING OFFICE Mailing Address �' "5t, "i - �) Property Address A� o r �,, �1Nyr� rs�. �l W 5 y r r? I - � o (Verification required from Planning Department for new construction) � City /State �gS A - 5y Identification Number d L t LEGAL DESCRIPTION v ' jtl (A,,) 1 A, Sec. , T_N -R_„_J W, Town of _ n rh �c� _ . Property Location /�� /., Subdivision ,Lot # _��iC�! � �W►1�S � �y Certified Survey Map # , Volume , Page # •- 4 Page # Warranty Deed # b � Volume � � g Spec house ❑ yes 1 no Lot lines identifiable iA yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restrictedplumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 34 days of the tbmqjcy expiration date. 3 Z DATE '9 1 ' GNATWVE OF :APPLICANT OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the pro i above, by virtue of a warranty deed recorded in Register of Deeds Office. I / a// a'L DATE SIGNA OF APPLICANT Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. Include Nvith 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 STATE BAR OF WISCONSIN FORM I - 1998 662466 WARRANTY DEED KA THLEEN H. WAL.SW REGISTER OF DEEDS Document Number yfli 1 76 5 - PA 506 : -l-. CROIX C o., WI RECEIVED FOR RECORD This Deed, made between Z did A I- A-kAe- _..__. 11 -19 -2001 10:40 AM - 619&.9 burl WARRANTY DEED EXEMPT D ---�------ Grantor, CE:RT C% FEE: and T1 To /►n ior+ J C OPY T RANSFE R E: FEf: 60.00 Rz FEE: 13.00 AGE5: 2 Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in _ Sf. CJ-0 / X County, State of Wisconsin (the "Property "): ee; }r i;n <a . =,re< - l�Y� (1 � � Name and Return LL Address Ste �X�11�i / 1 t- s gns0 , , "t ;.'7 C Ae s4... f Qr, SYo�7 s � D /P 7.Z g Parcel Identification Number (PIN) This A 190 & homestead property. (i4 (is not) Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Dated this ` fik day of /V& ye '" jp t r' - a 00 1 . (SEAL) _ (SEAL) * a u h C, I- If J AV ILG ZS� (SEAL) _ (SEAL) Q AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, ss. .,5 1 Crp i � Count , authenticated this day of f Personally came before me this I� day of n� e ..*"bor - , 27W / , the above named I �LLcr)yliilN!!' TITLE: MEMBER STATE BAR OF WISCONSIN P OSH',, _ to • •Mt•i (If not, 3 me known to be the persons who executed the foregoing authorized by §706.06, Wis. Stats.) ?� tit V instrument and acknowledge the same. _.� «: r 7 THIS INSTRUMENT WAS DRAFTED BY J C Notary Public, State of Wisconsin My commi / ssion / is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not _ ! / 4 �— ) necessary.) * Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED STATE BAR OF WISCONSIN Wisconsin Legal Blank Co.. Inc. FORM No. 1 - 1998 uil --k.. wa Fxnrrrr of 2. u 11 1 1765PAIG,e 5017 Prepared for: Todd Johnson 427 Chestnut New Richmond, WI 54017 It is my understanding that the following described parcel will be used for transfer of leads owned by John Oldenburg. This parcel is separated from other land owned by Oldenburg by the Town Road (140 Avenue) and therefore does not require a survey. Please Note: This parcel of land appears to be almost entirely in the 25 year high water flood event and certain restrictions may apply to this parcel. Contact St. Croix County Zoning Department for more information regarding this. DESCRIPTION OF PARCEL: A parcel of land located in part of the Northwest Quarter of tbg Northeast Quarter and Part of the Northeast Quarter of the Northwest Quarter all in &in Township 30 North, Range 18 West, Town of Richmond, being part of that property described in a Warranty Deed recorded in Volume 388 Page 566 in the Register of Deeds Office for St. Croix County, Wwonsin described as follows: Beginning at the North Quarter corner of said Section 25; thence, on an assumed bearing along the north line of the Northeast Quarter of said Section 25, South 89 degrees 50 minutes 59 seconds East a distance of 487.00 feet to the west line of Lot 1 of a Certified Spy Map recorded in Volume 15 Page 4031 in said Register of Deeds Office; thence, along last said west line, South 00 degrees 33 minutes 59 seconds West a distance of 14.59 feet to the approximate center line of 14& Avenue (A Town Road); thence, along said approximate centerline, westerly and southwesterly, approximately 1300 feet, more or less, to the northwest corner of Lot 4 of a Certified Survey Map recorded in Volume 14 Page 3946 in said Register of Deeds Office; thence, along the west lime of that property described in said Volume 388 Page 566, North 00 degrees 33 minutes 59 seconds East a distance of 445.20 feet to the north line of the Northwest Quarter of said Section 25; thence, along last said north line, South 89 degrees 55 minutes 01 seconds East a distance of 603.00 feet to the point of beginning. Containing 6.4 acres, more or less. Subject to 14& Avenue (A Town Road) along the most southerly and southeasterly lines of the above described parcel. Also subject to all easements, restrictions and covenants of record. 7E 0 Cot) sa U ;n9 ljrou. p, T.�c ) 0 1 E 3,Q Nev k;rh,,O 7/5 - a 4 b - i,1319 Ro J04460" Ty Dodge Oooic aluepr^rnt` for T, Tohnson I II Garage 3a' t� E � 60 - :. -- ,kV�`1';� +rdkt!Y '�"�'- `. t��t' r �' t`? F9iSd^*,< IStl. u$ A! r! � ".Nd�tJh'F�l�R7`• %itN'4�f';tm.. .; :kk`ur ; St' �lAfic »Flti.,;A.�'�MMYM`M�111�MIC 5: ",ftikbL.�. �"r�`r`:r; .. '.._ '......;�AF�k;�."'.;d1i'G d z8 , r � QSACr i • O.�cr %.� C lose Q n �nsfr C�osc� Gues ft Main c irk 00 ii GtSf.. .,. �Id3t°..+5.".�a oval. r: #x, b kti i�!'�MMI::.+�� „o- S xaa ,.x „,4,a'•�KS�;. ... _ -. �"P�AdS;"''�s"'#.:.. � 4 Z �( r .� uwtR� ,' ' j7 T.,JJ d 6E m.� ,P��� � & 41,4 � aj 7W a�E� TOWN OF RICHMOND 2001 ANNUAL REPORT APRIL 9 2002 RECEIPTS DISBURSEMENTS TAXES COLLECTED $1,064,643.72 TAXES PD CTY /ST /SCHOOLS $337,223.24 DOG LISC 228 /REFUND $1,683.33 SCHOOL TAXES $583,110.91 STATE SHARED REV $49,965.84 DOG EXPENSE $1,214.00 HIGHWAY AIDS ETC $77,975.03 OVERPAYMENT TAXES $1,890.55 FISH & WILD LIFE $4 771.00 CHAIRMAN WAGES $2,814.97 DNR LAND $2,432.04 SUPERVISOR 1 $2,385.48 OVERPAYMENT TAXES $1 SUPERVISOR 2 $2,369.67 FIRE DUES $2,821.90 - CLERK 186.98 FIRE /ACCID C ALLS _ $3, 732.88_ TREASURER _ _._ V ____ ___._$6_ MOBILE HOME TAX /LISC $3,782.56 ASSESSOR $19,998.00 LI UOR /OPER LISC $2,111.00 BLDG INSP WAGES $11,947.78 BUILDING PERMITS 103 $38,945.00 GLENN BASEL $5,319.36 UTILITY PERMITS $1,642.50 RENTING RADIO G. BASEL 500.00 CULV /SIGNS /ROAD WORK $20 102.12 SOCIAL SECURITY $6,698.86 DUMPSTER $7,942.06 BOARD EXPENSES $4,185.36 HOUSE # FEES $1,600.00 BONDS TREAS /CLERK $353.00 RECYCLING MONIES $3,678.86 WISC TN ASSOC DUES /EXP $1,223.00 INTEREST /DIVIDEND $2,871.63 TAX ROLL EXPENSE $841.73 MISC $1 840.48 PUBLISHING & PRINTING $628.85 ROAD MAINTENANCE $267,635.05 UTILITY PERMIT EXP $1,369.55 BUILDING PERMIT EXP $2,366.00 TO HALL _ $6,745.24 INSURANCE $3,791.00 FIRE_ PROTECTION $27,688.14 FIRE /ACCID CALLS $5,347.17 AMBUL . 5 ,192.40 ELECTION $4.656.54 OU MPSTER $9,446.40 HO # EXPENSE $1,127.26 C ULVER TS /ROAD WORK $20,579.81 REC EXPENSES $5,836.04 MISC $21.36 TOTAL RECEIPTS $1,,294,432.50 TOT DISBURSEMENTS $1,360,103.56 TOTAL CASH JAN. 1 2001 133.5 64.69 TOTAL CASH DEC. 31 2001 $67,893.63 TOTAL CASH + RECEIPTS $1,427,997.191 ITOTAL DISBURSEMENTS +CAS I $1,427,997.19 April 22, 2002 Rod Eslinger St. Croix County Zoning Department 1101 Carmichael Road Hudson, WI 54016 Re: Tod Johnson Project, Richmond Township Rod, The Land and Water Conservation Department has received and reviewed Tod Johnson's proposed home and driveway construction in Section 25 of Richmond Township. The site is quite low and poses some significant flooding problems that the engineer and landowner have attempted to address in the site plan. The plan does meet the minimum criteria for development. However, there is no room for error during site development and our department has the following comments for the landowner and engineer: 1) Please identify the person, including address and telephone number, responsible for the installation and maintenance of erosion control practices. 2) Please extend the existing silt fence north to the property line and east, through the road ditch on 140 Ave. This will completely surround the construction with silt fence and provide an additional layer of protection in the road ditch. 3) We assume that the proposed house is the only structure that will ever be constructed on the site. Please concur in writing with this statement. 4) Please provide the Zoning Department with an as -built plan upon the completion of the project. The as -built plan shall be completed by a registered land surveyor or licensed engineer. At a minimum, the as -built plan shall identify the location of the house and septic system and verify the lowest floor elevation in the house is at least 2 feet higher than the centerline elevation located on 143r Street in the adjacent evergreen overlook subdivision. Feel free to contact me if you have additional questions. Respectfully, Peter Kling St. Croix County Land and Water Conservation Department April 22, 2002 Rod Eslinger St. Croix County Zoning Department 1101 Carmichael Road Hudson, WI 54016 Re: Tod Johnson Project, Richmond Township Rod, The Land and Water Conservation Department has received and reviewed Tod Johnson's proposed home and driveway construction in Section 25 of Richmond Township. The site is quite low and poses some significant flooding problems that the engineer and landowner have attempted to address in the site plan. The plan does meet the minimum criteria for development. However, there is no room for error during site development and our department has the following comments for the landowner and engineer: 1) Please identify the person, including address and telephone number, responsible for the installation and maintenance of erosion control practices. 2) Please extend the existing silt fence nort� and east, through the road ditch on 140 E1� (� completely surround the construction with l'e' TA an additional layer of protection in the r 3) We assume that the proposed house is the o; W �1 ever be constructed on the site. Please cc this statement. 4) Please provide the Zoning Department with the completion of the project. The as -bui] completed by a registered land surveyor or -��• n� a minimum, the as -built plan shall identify the location of the house and septic system and verify the lowest floor elevation in the house is at least 2 feet higher than the centerline elevation located on 143 Street in the adjacent evergreen overlook subdivision. Feel free to contact me if you have additional questions. Respectfully, Peter Kling St. Croix County Land and Water Conservation Department yl t Ta� 7� hit fm r Let 0 o � ST. CROIX COUNTY -�-= WISCONSIN T ZONING OFFICE ;, l!rNrrr�� ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 -4680 • Fax (715) 386 -4686 April 17, 2002 Pete Kling 4 6 Land and Water Conservation 19608 th Avenue, Box 95 Baldwin, WI 54002 Dear Pete: Enclosed please find a copy of the information regarding the Todd Johnson matter. Sincaraly, Deb Zimmermann Administrative Assistant /dz Enclosures Debbie Zimmerman From: Rod Eslinger [rdeslinger @baldwin- telecom.net] Sent: Thursday, April 18, 2002 11:55 AM To: Debbie Zimmerman Subject: Re: Todd Johnson The sanitary permit still needs approval so depending on Pete's review, we should be able to have everything finalized sometime next week. I'll look at the sanitary application on Monday so could you pull that application out of the bins up front and put it on my desk so I don't forget about it. I know that this guy is anxious but we still need to look at all the info. The letter from the town should be helpful as well. Could you email me the parcel and computer numbers for the golf course request? There is problem a bunch of them. Thanks. - - - -- Original Message - - - -- From: "Debbie Zimmerman" <Debbiez @CO.Saint- Croix.WI.US> To: "Rod Eslinger (E- mail)" < rdeslinger @baldwin - telecom.net> Sent: Thursday, April 18, 2002 11:31 AM Subject: Todd Johnson > Rod, > Todd Johnson just dropped off letter from Warren Bader. Todd was wondering • what kind of time frame he should be looking at to get this project going. • I told him you would be talking with Troy. > He may call me tomorrow to see if we can give him a time frame. > Deb > 1 REC APR 1 2 2002 � ST. CROIX COUNTY April 11 , 2002 ZONING OFFICE Todd Johnson 427 Chestnut Drive New Richmond, WI 54017 Dear Mr. Johnson; Enclosed please find a revised site plan for your project along 140' Avenue, located in the Town of Richmond, St. Croix County. Please note that the house location and elevation as well as the driveway location have been adjusted from the previous map. The exact driveway location and method of culvert installation should be coordinated with the township. The zoning office has raised questions regarding the volume of proposed fill for the building pad and driveway as well as the benchmark elevation used b y the soil tester. First, the high water elevation i g s determined by the overflow elevation of the downstream road and is not affected by the volume of fill shown on these plans. The proposed fill is less than 2% of the total storage volume. Secondly, the benchmark used by the soil tester is the same benchmark as shown on these plans, just with a different datum. If you have any questions or comments, please contact our office. Sincerely, Humphrey Engineering, Inc. Tro emmers, EIT Staff Engineer Cc: Warren Bader, Richmond Town Chairman Rod Eslinger, St. Croix County Zoning Dept. 145 Main Street, P.O. 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