Loading...
HomeMy WebLinkAbout008-1048-10-000department of Commerce PRIVATE SEWAGE SYSTEM uilding Divisign + INSPECTION REPORT ,~tNERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 'ermit Holder's Name: City Village X Township Buss, Tro Eau Galle, Town of .ST BM Elev: Insp. BM Elev: BM De cription: dU ~ a dU. o Slims-- TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION ~e.2 ~?~'=e~rri~ TANK TO P/L WELL ~- B! Vent it Intake ROAD Septic 5 r ~ ~ ~ ~ / Dosing , ~~ Aeration Holding PUMP/SIPHON INFORMATION Demand Vumber _ift 5~ Friction~o Sy rain Lenc,]t„h~ / Di ~ w ABSORPGGTION SYSTEM Dist. to Well / > 1(0 ~ v~ 3EDITRENCH Width Length DIMENSIONS ~ ~ Gt, ~ 2/ ELEVATION DATA County: St. Croix Sanitary Permit No: 506270 0 State Plan ID No: Parcel Tax No: 008-1048-10-000 SectionlTown/Range/Map No 16.28.16.244 STATION , ~yS- ~/S ~5 FS ELEV. a ~ Benchmark // ~ ~"'• w .Z ~l d vw AIt~A- Bldg. Sewer / r~. _a S Ht Inlet ~~ p / a•f Q St/Ht Outlet i (. w~ ~ `,1 Dt Inlet ~_ Dt Bottom ~~ ~~ ~ / . -( 7 I -I D Header/Man. ~- ~ / S ~ ist.Pipe ~.,~~.r ~,,z5 l~ ~~ l Bot, Sy~m ~ -~~~ ~ ~ ~` q I - f Final Grade ~- l ~~ , St Cover s /~ ^_ x-11 ~ K ~ , ~ l ~1 ~ [ / ~ ~ ~~ ~/~ v 9 3. s f l~ g• T.~ ~-i ~' ~y.7 C Of Pits SETBACK SYSTEM TO P/L BLD WE H 5 tAl "`~^"~° '°'°"~'°~`~'°' INFORMATION CHA R Type Of tem: ~ / (,w/ , ~ ~ ~ ~~7 .~1 Model Number. I1ICTDIIII I~if1AI CVCT~IU D (r' .: rrim.~n ~ e r~ /1 __ _ tip ( .Q1 Q~ °~ Head /Manifold ~ s/ Distributio v ..~ ~ Pipe(s) ~ 7 ~ x Hole Size I/ x Hole Spacing ' Vent to Air Intake ~ ~ Di ~ ~. acin th O Dia ~ S L ~/32 ~.. f) a Length g p eng Cl111 /`~1VCD .. n...,...,....,, c.,..F.....~ n.. i.. / .. 11Ar.~~nr! n~ et-r:rarla Rvstame Only Depth Over Depth Over -~ n h Ed es B d/T xx Depth of Topsoil ~ xx Seede / dded, /~ ~ ' xx Bed/Trench Center g re c e ~' es ~, No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~ / L'i0/~~ Inspection #2:~_/ Lf0 /U / Location: 2332 30th Avenue Baldwin, WI 54002 (SE 1/4 SW 1/4 16 T28N R16W) 0 acres Lot f ~(~ Z~7 P~arc~elNo/16~.02.8~16.24~e4,~ ~7 1.) Alt BM Description = T0~ ~~ ~~~/~ ~ / a Sam(/ - `/J~~ / d ~ •~3 2.) Bldg sewer length = ~ /„ 5 I,tll ~ T~~~jJ,,ZLGa~/L~' L,, - ,,, ,~~,/ - amount of cover = ~ ~ 2 eq Dly~ ~f'~!/!~(~l~ r ~' ~~~~~~,-,l'~' ` ~,~LtQ~/" J~U"v ~~2rY~!((~ "J~'n "~0'- Plan revision Required? < <~ Yes I~ -~ No [~ G(O Q 2~ ~ Use other side for additional information. Date Insepctor's gnature Cert. No. SBD-6710 (R.3/97) ~~ I 3 C Mulched Ye commerce.wl.gov Safety and Buildings Division County 5~ ~ 201 W. Washington Ave., P.O. Box 7162 ,. / ~ seo n s i n Madison, WI 53707-7162 filled in by Co.) Sanitary Permit Number (to be ~ Department of commerce h ~ (!~ o~ ~O Sanitary Permit Application teTransacnonNumber ~ y/ ~ 3 3 7 submission of this form to the ap overnmental Adm Code 21(2) Wis Comm 83 m accordance with s . , , _ . . . unit is required prior to obtaining a sanitary permit. Note: Application forms for state-0wned Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information you provide may be used for secondary ses in accordance with the Privac Law, s. 15.04 1 m , Stats. ~iyhs/ I. A lication Information -Please Print All Information Property Owner's N~/~ / ~ .~ S Pazcelh#p ~lJC7 ' ~~~ lD ~®® C~ Property Owner's Mailing A ress ~ ~ ~ ~ 2 3 2007 Property Location /. n , /~~ T ~ ~,, r ~~ 2 ~ ~ /Y v ~ vt.~ot ( Go l c ~~ ' . Zi de C P e r , Section ~a J~ '~<, ~ City, State Ic~ b~l L.~ Gti~~ o p,7~ .. ~"NI,) [v - f ~ T ~ N; R ~lE on~ pe of Building (check all that apply) II T Lot # . y 1 or 2 Family Dwelling -Number of Bedrooms O~dG ~r~~ Subdivision Name . n~~~r~. Block# ^ Public/Commercial -Describe Use `"~'~' ~^ ^ City of ^ State Owned -Describe Use CSM Number ~- ^ Village of ~~v ~ ,, B ~~ Town of /tom III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A' ^ New System Replacement System ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System (explain) B• ^ Permit Renewal ^ Permit Revision ^ Change of Plumber ^ Permit Transfer to New Lis; ~~'~ P~N~ber ~ d Date Issued y / Before Expiration Owner Z "~ , 2 - n~~ IV. T of POWTS S tem/Com onentJDevice: Check all that 1 cs< ~ ^ Non-Pressurized In-Ground ^ Pressurized In-Ground ^ At-Grade. Mound > 24 in. of suitable soi i~N(iiund < 2 m. o ~ ~i~ ^ Holding Tank ^ Other Dispersal Componem{explain) ^ Pretreatment Device (explain) V. DispersaUTreatment Area Information: ~ w~ Design Flow (gpd) Design Soil A plication Rate( sl) Disp Area Required ( Dispersal Ar Proposed (sf) Syste Elevation VI. Tank Info Capacity in otal # of ufacturer ~ Gallons Gallons Units /~ ~~ '° ~ ~ New Tanks E~ristin Tanks ! r 'KA `'" o 3 °' p ~ g ~u , ~ rn ~ wc7 Gi. y Septic orl~etdiab-Tank ~. ®~ Dosing Chamber ~~ / ~'~A jj ~ VII. Responsibility Statement- I, the andersigned, nme re nsi ' r POWTS shown on the attached plans. for installation of the Plumber's Name (Print) Plu 's ~ MP/MPRS Number Business Phone Number TODD L . 5INZ 139462 715-235-2644 Plumber's Address (Street, City, State, Zip Code) E5609 708T" AVE MENOMONIE, WI 54751 VIII. un /De artment Use Onl Approved ^ Disapproved Permit Fee ~ $ ~ ~ 1 Date Issued ~ 231 ~ Issui a ignature ~ ^ Owner Given Reason for Denial 0 Uu-yt .-- -~ .~~"" 1X. Conditions of Approval/Reasons for Disapproval 3 ~ ~; .S"f T~C~- ~~q~,~f/t2~ ~f~__ L~,¢, /,^- SYSTEM OWNER: ~ 1 Septic tank, effluent filter and ~' .J?.~ fS~.,:,~. ;~~i.~io ~~~~""' 71 dispersal cell must all be serviced /maintained p ~ as per management plan provided by plumber. o / ~lW ~ ~ t must be maintained ~+ aS per applicable L~t~/(9-glPl°I1~F~Eg~•°s ror me systemtina'saumit to me Loamy onry pape`not Bess man a ri ii mcn size v UbWNER .- Nanle~p , ~ J, f . ~~ ~~u-,1 w~- Syo~- =~. Benclimarl: 1 0 0-~ eo~ci~~Sl 4~- S~e~ ~L, /00, D -. ~, Benchmark 2 7aifl o~P C'o~c~trc ~~,',f ~t ~auJ~ LPL, 9'7%S" ^ Soil Boring ~_~ Suitable Area 1 " = 40' Scale ' .. ._~ --_, .... . • ----1-- ~ ' ! ~ ~ ~ _ :.~ .- - --T.Sce ~~ T~BN ~.cr~=` _~_ ~. ~ j ~~__.._T ~ ~ !S''k~`_ -~'T ~,~~( ~..~tt4 ~a3.F~ ~ r. _.~-, j I -r--~--w --; , i ~ • - ~ ~ , i ~ r ---'---,_ ~ i ...~ ___~ _____ _.~~_T..f"~~ ~ ~ _~^ ' . ~~ II i i _._..__._ .. --_..-'_r_-~~~ ~ i ~~~T i - ~ _T-^I I ~~~ ~ ~ _.__. , i - i -- ~-- -----r-~-- --•--- i i ,~ Pagc 34of8 Brian Parnell CST 231314 Date S- 30-6 ~~~ 4o a.~` ~; ~~„ ~- T-- I i j i i __~J____~-,~_-~ iT, CT ~ i ~ , ~---?---r---~- I ~~ (1 ~w~%~ e.l~ -i- ~1 ~1~r I t q.e9 =b vQ ~o-~' i ~ ~ r - i i ~ ~ 1 ~ / ~ ~ -~-~. ~__~.. ~ , --- --- -~. -- -r _- = - commerce.wi.gov isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary July 17, 2007 CUST ID No. 139462 TODD L SINZ T L SINZ PLUMBING INC E5609 708TH AVE MENOMONIE WI 54751-5520 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIItES: 07/17/2009 SITE: Troy Buss 2332 30th Avenue Town of Eau Galle St Croix County SE1/4, SW1/4, S16, T28N, R16W Identification Numbers Transaction ID No. 1415337 Site ID No. 727653 Please refer to both identification numbers, above,, in all corres 'ondence with the a enc FOR: Description: Three Bedroom Mound System /Replacement construction Object Type: POWTS Component Manual Regulated Object ID No.: 1141057 Maintenance required; 450 GPD Flow rate; 16 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed. and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The area within 15 feet horizontally down slope of the dispersal cell shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided . per Comm 84 product approval conditions. • The existing POWTS shall be properly abandoned per Comm 83.33, Wis. Adm. Code. • Comm 83.22(71- A copv of the approved plans. specifications and this letter shall be on-site durin construction and open to inspection by authorized representatives of the Department, which may include local ins ecp tors. cep °~ i~'rs. o'i~ionolly ~,~~ FPgRTMF TODD L SINZ Owner Responsibilities: Page 2 7/17/2007 • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Comm 83.52(1)(x) -The owner of a POWTS shall be responsible for ensuring that the operafion and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm.83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence maybe made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation; operation or maintenance of the POWTS. Sincerely, ~ Q N~ , Gerard. M Swim POWTS Plan Reviewer, Integrated Services (608)789-7892, Mon -Fri, 7:15 am - 4:00 pm j erry. swim@wisconsin. gov Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Friday, 7:00 A.M. To 3:30 P.M, henry F Grote, Certified Soil Testing ~~ ~~ Q* d -+ -, ~ ` '~ ~ ~=~ Troy Buss -Mound ~y Construction Materials and Techniques ~'cv AC 11 materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Pressure Distribution, SBD-10706-P (O1/O1) Mound, SBD-10691-P (01 /01) Location: SE'/o, SW'/4, Sec. 16, T 28 N, R 16 W Town: Eau Galle County: St. Croix Date: July 16, 2007 Owner: Troy Buss Address: 2332 30`h Ave. $aldwin, WI 54002 Plumber: Todd Sinz Signature: License: MP 139462 Attachments: SBD-10577 -Plan Approval Application SBD-8330 Page 1: cover 2: design criteria & calculations 3: plot plan 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management ,,,J~@~ittcCE .... yr SHtE7YAND BUILDINGS SEE CGRR PONDENCE page 1 of 8 '~ 4 Design Criteria ~'~ Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L ~ Bedrooms x 100 gal/bedroom/day x 1.5 4~ gallons/day hydraulic load In situ designed loading rate Depth to estimated high ground water Depth to bedrock Cross slope at system Force main length Manifold header length Drain-back Lateral length ~ Lateral elevation ,Design Cal ~/ o,z4- ? Ib >~b ~ ,1 ~~~ ~~ l~P z.~ \Z,~~ Qo,o Q~~ ~. culations gallons/sq. ft. per day in. in. c. A,~ ~ w.~ ~,.~ ft. of ~ in. , Z ,Z ~ ~ a ft. of t~la in. d ~ ~ b ~(,D-~ gallons ft. of 1Q, in. ft @ bottom of lateral Lateral hole size S! 3Z- in. @ ~ ° ~ o `~ holes/lateral ~ ~ Lateral volume l l , ~ 2, Total lateral discharge rate z ~ ~ S Z Network pressure compensation losses 1 ~ o s~ Elevation difference 1 ~ ~ ¢ Friction loss ~ ~ ~- b Total dynamic head ~ b,~- t Pump/son ~ `~ gpm @ ~ ~ Manufacturer ~ ~ e.-l ~ .e..r Dose volume ~~~ f Lift/si~ontank \~ ~-~~c-~`~ ~ ~-a-o -c~~ ~~^~o Septic tank ~~ `' `' Effluent filter ~ ~ ~-~ F~ o e ~-Z-14- -3 t'~ Measurement pump on and off ~~ o Height alarm from tank bottom 1 b ~ ~ Reserve capacity ~ ~~c } specs.calcs.res in. ( S ~ o ft.) Spacing holes total gallons i gallons/minute @ ~' ~ ft. head ft. ft. ft. @ 2- ~ gallons/minute ft. ft. of head Model # ~ ~ ~ gallons ~ `r° gallons ~ ~~ gallons in. in. gallons Page Z of ~ ~~~ U,W~R :, Nance o . ~1S ~ ~'agc 3 0~8 ` Addre •s Z_ pfy a~~ ~ Brian Eamell ~~~~u-~~ wi Ss'o~•' CST 231314 6 Date S 30- ~ ~. Benelunarl: 1 Top o-~ Co~e'ie~S/ate/ 4fi .S•/eQ ~~ /pO,U Benchmark ? 7oN a~ co.,c.~t ~ t d f fib ~ ~ 9'7.S C ~~ '+ 6uJt L ^ Soil Boring 11-r~ A...~~, ~: ~~ ~_~ Suitable Area 1 " _ '40' Scale ' ... ._, .. --...,. ..~ ...i ...~. ~.. _ .i..__~ .. I ( ~ ~ I -i I ^---- ~ t i r _ 'i -- , i i '. ~~._,_,__~ '7 ~~ ,, '~ ~q ;. -.SrC ld T~B~ ~~ T _ __ ~~ ~ ~ i i j ' 1 ._~._" I S ~ -;-r k q ~~~.~ __~_ I ~~ ~ t W`'Y/~rMS-yti S.~fl4~ ;a3.~Z 1 --r---~---~ I --._.~_.;_...~ _ I --.r._._r._,___._, _-~ i i ~ i r' -- - ' ~ '~--T i ._~~ ,~~~ -- ~ ~-;- --,--.---r--~ j ~ i ' i i ---~--- -- _.__. .:,T { ~ ~ i ~. 1' ~ ~ ~ I i I ~-----~- I ~ ~ I 1 1 I ~ ; __._ r- ~ ~~~~~ r~=, .- t 4e-o ~ b uQ - r .._ - 4" a~ i' ----- -- i I , 1 ~ ~ia..:~ o tip- / -, ~ ,-~--- i I I --= ,~ .C v~c 4: S 'S ! a. ~-i ova P ','; . ~, ~;: ~. ~ ', ~~L ~~ ~ L w ~.t Kaai j ~.v u -~---r ' 1 ,~ R~TM w. ~ ` \ b `o c o :1 i~w~ z Av L~ ~~~ ~- ._ \ / .. . . . --~~ O ~~ • 1- 10. ~, V i a ~.,. -~ ~ ~,'LS' ' ' 1 SLY' I~-- I J ' -il 1 ls~ b I to , h' O'. 4, ~uL c. a.c~ 0~1LY~vw~t~r. ~all1 ~~ ~ 1 '!~'v b~~o... ~ t•~~ ~~ ~ LV o `Fl.; ~tvvrlr•.~, ~VO~+- `V'{'f.M~` ~~ 4.N~{ • i• ~~C.~ ~L Ll.~ ~wp ~1 "PTO `ItiT pN ~\1' /v'` 1 q~ i ~ ~ r ~`/4~Pvc s~, 40 / ;,,~~,~~`1 2,s ~~ Sao' Sao' I ~ I Sao' I S,o' I ~4Vllh N~~ ~I TIrL~ Qp~ fi~l.yy ~ CS Kq/' -y- 1v ~L(a' 2( ' r • t 4 ~ ~ ~ "„/ U ti` v t 1,p • 1f t~ O r ~.~,7v\v rt. ~ Q+v't `I ~ J 2 Q V L S c_~ g'O o~~ t, r• ~', v. ----. ~ \ c • S/~ Z- u ~ p\ C.l~ O ..~ 1 ~~ ~L~+ QSlr~ ~ ~ ~ 0 1 1 p w \ ~ `~ t,.~ ~ v O r ~ A1~]C~\ 0--~ ~ S ~ ~ i ~D\K 4+. \ 4 T S1Y~ ~ ~ ~ o\ tl T"Ot~ V ~ ~ J :a~ ~ '.,,"~ ~ ~~ 8 .x . -LOCKIUG~GOVfiR --~ cvv,,>,v auc .c ABED . 441CK Ci~co-iVtGT--~ Grade, elev. w a'3 _ `--~ , 4" PVC sch 40, 3' onto solid ground 24u Z.D. r~w'+ua>.e iMU r cq'uovu~ aa.~~4 r S` o ~ w e-S ~~~ (~~P~ c.o Nn~~rcToh~ E ~~ v, ~~,~ Eu~v. > '4~' A _~ CAF F L E a Y o-`ti L O ~`~ ~. D F~' m'Ctit-1`4\3 Fl i/v : h O w ~C ` a.• I z~, ~ ~~ Al4JW ON - 5~~~~ ~~ 9„ Z ~~ Ron~~i Mn~H WEATNERPRO~F n ,J~1NOTi0h 1~ Y i7/,7T,,'7 \4" PVC soh 40 _vent y~~ _ - - -~ `'°~- /~wc.,_v N G:G ~ /4" PVC sCh 40, 3' onto SOlld ~2~~ ground PuxP GoNC.RC-r~ b~oGK 5[PT~c i SPECIFI~CATIOIJ$ UU T~u• 5 /hA-JUFACTURCR: IJUMBEF OF 00 TA-JK SIZC : ~ ~ /~ODC~ uU~hl~fR~ SwITCM TyP[; _, ~ur,~ /1AIJUFACTURCR:. `~ - 1'~ 11 GI~LU01J5 S J `yl ~c.i•~~ .1e1 I~ 1w M^.Q.V~~v w\b ~oe_,`O~r SCS. per day DOSC VOLUME ~4•S IIJCLUDIIJ(, 6ACKFl.OW: gallons CAPACITIES; A s 2b'~ IuCHCS OK ~~~'4 gallons 6 = Z IuC ~[ S 00. ZQ ~ g gallons C • Sao ~uc~t5 OK ~'S gallons MoocL uuMetR: 1S'1 13 4.1 D' ~ .J INS MES GR gallons IJOTE: PUMP A1J0 ALARM ARC TJ pC r'11-JIMUf~ OISCMAII(at RATC z'o`~ (,FN INSTAlLEO Ou SCP~RATC CiRt~+~Ts vc0.rlcA~ olir[ItC-JCf DfTWCCU Punta OFI AUO OI~TRIDUTIOU PIPE,. ~~•~' FECT t~'~ * N,~uIMUM -JETWORK SUPPLY PRftLURC , ~ ~ ~ 3._~_ FUCT~I.os~ i * ~~ BEET OF FORCC f1AlIJ X 1~~ f/Ipp~tFRICTIOU FACTOR. d•~° FECT ~ 2-t ..-. `", ~ ~ - i~ TOTAI. Dy1,JAMIC H'CAp ~~"'~, FEET IIJTERIJA~. DIMEU6101JL Of TA1JK: LEIJGTH J `?" ;w~DTH ; ~Iqulo OC PT H PA~.~ 6 ~ F 8 --~ . ti •. •• . '•~ ;'`'' g - ~' V r I ~ TOTAL DYNAMIC HEADIFLOW PER MINUTE EFFLUENT AND DEWATERING MODEL 151 152 153 Feet Meters Gal. Liters Gal. Liters Gal. Uters 5 1.5 50 189 69 281 77 291 10 3.0 45 170 61 231 70 265 15 4.8 38 144 53 201 81 231 20 8.1 ZD 110 44 187 52 797 25 7.8 18 81 34 129 42 159 30 - 9.1 - 23 87 33 725 35 10.7 - - - 22 85 40. 12.2 - - -- - 11 42 Shut-olf Head: 30 a. 9.tm) 38 tt. (11.6m) a4 fl (13.4m) ola5oas FLOW PER MINUTE o1450en ~~iv~t~L~' E=AC~t~R~l ~~R ~~ECiAL A~i~Li~ATI~JNS • Timed dosing panels available. • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik-Box available for outdoor installations. See FM 1420. • Over 130°F. (54°C.) special quotation required. 15i/1'~21153 Series 151/152/1 53 MODELS Control Selection Model ' Volta-Ph Mode Am a Sim lex Du lex N151 115 1 Non 8.0 1 or3 BN 151 115 1 Auto 8.0 II7Guded 2 or 3 E151 230 1 Non 3.2 1 2 or 3 BE151 230 1 Auto 32 Included 2 or3 N152 115 1 t4on 8.5 1 2 or 3 BN152 115 1 Auto 8.5 Included 2 or 3 Et52 230 1 Non 4.3 1 2 or 3 BE152 230 1 Auto 4.3 _ Included 2 or 3 N153 115 1 Non 10.5 1 2or3 BN153 115 1 Auto 10.5 Included 2 or 3 E153 230 7 Nan 5.3 1 2 or 3 BE153 230 1 Auto 5.3 Included 2 or 3 Model 151 6 7/32 3 7/a- 4 5/8 //,~~i~~ I it 11/16 ~ i 3 7/8 3 7/e Models 152 / 153 3 27 12 t/8 ~- a 3/a i ~_ 151 SELECTION GUIDE A CAUTION ail i~tsiailation of controls, protection devices and wiring should be done by a qualified licansed electrician. Ail electrical and safety codes should be followed including the most recent National electric Code (NEC) and the Occupational Satety and Health Act (OSHA). 1. Single piggyback variable level float switch or double piggybadt variable level float switch. Refer to FM0477. 2. See FM0712 for correct model of Electrical Alternator E-Pak. 3. Variable level control switch 10-0225 used as a control activator, specify dupiez (3i or (4) float system. RESERVE ~~7vvERE€~ DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL T0: P.O. BOX 16347 +~ "s'` ~ Louisville, KY 40256-0347 `~' SNIP T0: 3649 Cane Run Road ® ~ i •" • r~ Louisville, KY 40211.1961 httpJ/wwwzceller,com "~' PUMP ~O (502) 778.2731.1(800) 928•PUMP FAX (502) 774.3624 ® Copyright 2003 Zoeller Co. All rights reserved. Manufacturers o(. . Q~~j' PUMP9 SNCE ~9~~/ y e -- .: • ~ RECEIVED V ~ ~~ JUN 0 8 2007 - WisconsinDepartmentof mmerce S IL EVALUATION REPORT Page~of Division of Safety and Build gs ST, CROIX COUNTY in accordance with omm 85, Wis. Adm. Code county S'~L, ~'~o *K. Attach complete site plan on paper not less than 8 1/2 x 11 ind~es in size. Plan must , indude, but not limited to: vertical and horizorrtal reference point (BM), direction and Paroel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road: ~~~ ~0 ~~~ j} Please print all information. Revi by Date Personal Information you provide may be used for secondary purposes (Privacy Law, a. 15.04 (t) (mj). jp z~ a Property Own Properly Location c~ / ~7 ~O ~Ge, S~ Govt. Lot ~ ~ 1/4J X1/4 S ~ b T ~G ~ N R ~ ~ t (or~ Property Owner's ailing Address Lot # Blodc # Subd. Name or CSM# 2- ,jQ t~ ~Q U ~ C' State Zip Code Phone Number ^ City ^ village ~ Town Nearest Road -~~~~~o'~ wz SY~' (6r2)S~ -~/zs' ~,¢~- G~//e 30~'h ~~e ^ New Construction Use;, Residential / Number of bedrooms Code derived design flow rate ~-~ GPD ®.Replacem_eM -T- ^ Public or commercial -Describe: ~f / Parent material / i I~ Flood Plain elevation if applicable /vi¢ ft. General comments ~~~ 5,~~ ~e~ rs ~ g3 z EG. C ~• ~ "re , and recommendations: .~-- Boring # ~ Boring ~/ Pit Ground surfaoeelev. ~~ ~ ft. Depth to limiting fador ~ 3.r in. Soil licafion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/IP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eii#2 1 _/Z /lJY ~ L..s C~~ ~ /Y~G Cc~ 2 rYr 0.7a .~ /Z-3 loY .3 /~/~ ~ S Q~'hfr /77G Ce S 2 rz. ~, 7Q ~, ~ 3s-G6 ~Y~ 6 c 2 ?.~ r s~- w ~ /ms,~~. m~.~, -- I~' o. o. 6 { Boring # ~ Boring ~L~ 22 ~ ® pi( Ground surface elev. 7', 3 ft. Depth to limiting fador '~ in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Strudure Consistence Boundary Roots GP D/fft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *EtT#1 *Eff#2 2 //- 22 4Y~ % ~ .SiG 2 tns d~. An~~'r- c ~ 2 ~ p. 6 ~ . 8 3 z2-~s /oYQsi 3. ~S z c~ ~-Fm r~.- - ~~,Q ©. o ~. o * Effluent #1 = BODg > 30 < 220 mg/L and TSS >30 < 150 mgt. * Effluent #2 = BODg < 30 mglL and T5S < 30 mg/L CST Nam{e~(Please Print) / ~/~ L' / / Signatur$!~ ~ 23 ~~ Address Date Evaluation Conduded Telephone Number ~~~~~~2co~e So~e~-sit- G~Z SYoas s-,36_ti7 7/S ZY~ 320.E ~~~ a k, Property Owner ' ' 6~. ~4'f J Parcel ID # '` ~ ~ Page ~ of Bonng # Bon `~ 93 6 ~` pit Ground surface elev. ft. Depth to limiting factor ~ ~d in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft? in: Munsell Qu. Sz Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 a-s l~3% ~~L 1msd/c ~ s z~ O. 0.7 2 s ~~ /oY~ 3 ~ S~ ~ ~~nJb~ ~~'• c w ~~ Q: o. ~ 3 161.2s .i~Y~.~ m~ ' ~,e S ~Z cc ©~ mom,- ~s l~ , a 6. o ?~~' l~Y~ ~ ~2 ~?-,syy 6~ 'vas 8~ fi~~ -- - ~ d. m.o ~~'/%r3 calo ~~ ~! ss~ Y1rN ^ Boring # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/(f in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2 ^ Boring # ~ ~~ ^ pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Stnuxure Consistence Boundary Roots GP D/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. *Eff1~1 *Eif#2 * Effluent #1 =BODE > 30 < 220 mglL and TSS >30 < 150 mg/L * Effluent #2 = BOD$ a 30 mg/L and TSS < 30 mglL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the deparhnent at 608-266-3151 or TTY 608-264-8777. sso-s~o rRO~roo) ow1v~R ` ~1ame_T~ ~.fS Addre~s ~ 3 Z- 3©~"4 awe l,~/~~i1 wL S5'O~- . Benchmarl: 1 _~"©~J o-~ Conce~~-cS~al ~/- S'~P~ ,~L, /DO, D =..~ BenchmarL 2 7o~p of co~c.~fc ~o~,',t d~- f~6u~c ~L~ gT,S ~_ Soil Boring _ _~ Suitable Area 1" _ =10' Scale Page 3 of 3 Brian Parnell CST 231314 Date S- 3p-6 ~ ~~~ ~ _ i - ~ I I I ~ ! I ~~-is~~~e I I ~ i I i _- -- -- i r- --- f .~ ~1 J tube ! ~ ~ ( ~ ! I ~ I ~ i ~ ~ i i - } I ~ e ~ ~_ -~---r---_ ~ ~ '- I ~ ~ ~ ~ ' -T--- ---~--- ~ -~- ~.!;931a i ! I { { : ! i ' % ~, ~ ' j -.'--_ i - - --- - ---- .- i ~ I ' , ~ _j i __T~ ! ! I I I I I ( ~-- I } ~ i I I j I j -r- ----- ~ ~' ! i ~ 1 ~ T --~ ! I I ! I i I i j t i ! ' I 1 I I I I I i I I I i -- -- - ; --,-- -- ! , i ` ~ I i ; ~ I I j I i -T I , --i--I-~ ; -- ..--.r._~.T_-„ _--T'_~i-.r-- ~ I i ' I I I ! i I I T t ' I I I I f , ; ~ ~ I i t ~ ! i f ~ ~ j I I 1 i ' I l i i l j ~ i I - ~----- -------;- _ --T ~ I - ; I--T--- ; -;- f I ~-~---~--- ~-- --1-- --~--1- --- ---- - 7---,- 1 1 i ~ ~ i ! i ! ~ i ! I I ! ; ! , ~ i I ~ ~ I ~ j I ; ~ , I -. ~ -- _•-, _~~. ~ , I: r I i i ~ I j _ ; I ( ~ ;; i j i I !I , I 6/IxS-P~t~~ i I ?~'4j/~ -T~-~_~-~- -- --- - - 1 i -- i ~ r ~ i I I I i i ~ ~ , I I ~ ~ i i- ~ I ~~` I i j -~-- -1-- -i - ~---r -*__ ~ -~- ~ ' ---T-- ~. ~ . System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, TL Sinz, 715-235-2644, or the St. Croix County Zoning Department, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank. to retain small particles of the same density as water, a dose tank or compartment to allow a dose to be accumulated, a pump and controls or automatic siphon, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1. If the septic tank is installed prior to sheet-rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant toad design criteria. 2. Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. ] 0. If septic or dose tanks are no longer used, they must be properly abandoned. 1 1. If construction timing and weather could create a frozen infiltration system, weather-proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. 12. The upslope toe of the mound system must be landscaped with additional fill to blend this area into the upslope natural grade; this will minimize the possibility of the system trapping surface run-off; final settled slope should be 2-3% over the system or 2-3% diverting surface run-off around the ends of the system. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the dose tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. System use may require more frequent filter cleaning; initial inspections of the filter should be made every 6 months until a minimum time sequence is determined. 4. Periodic observation pipe inspections should be made by the owner to examine the state of the in-situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within l S' down-slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. ] 1. Warning: Do not enter septic, dose or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.4 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designin_, and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 06/28/2007 11:24 7152352592 T L SINZ PLUMBING PAGE 03/03 Owner/Buyex _ Mailizig Address Property .A,ddress Ciry/State __~( $T. ~CROIX COUNTX SEPTIC TANi~ MAIN'I,ENANCE AC ANA owN~~sz~ cBRTIFZCATION 32.- eriiication required izom Planning & Zoning Deparcuxent for ~ ~ I'arccl Identification Number Property Location ~ r/4 ,J' ~ '/, , Sec. ~ T N R~'W, Suisdivisiorx -""~ ~~ Certified Sarvey 11~ap # Warranty Deed # 'V`olurrte Valume Spec house yes no Lot lines Ittsproper use mainunance of your septic system could result in its premature maintenance consists of ing out the septic tank every three years or aooncr, if needed, the systeru can affect the lion of the septic tank as a treatment stage im the waste dispos responsfbilitiesere spec' ed in §Comtrn. 83.52(1) and in Chapter 12 - St. Croix County San The property o er agrees to submit to 5t. Croix County Planning & Zoaiarg Daps owner and by a master pl er, journeymsa plumber, restricted plumber or a lioensed pum wAStewater disposal ays is in propor operating condition and/or (2) after inspection and ~ less than 1/3 fbll of slud¢ . Uwc, the enders' have read the above requirements and agree to maintain the standards set forth. as set by the Department of Commerce and the Department of t Cexti~ication stating that ur septic system has been maintained must be cor~teted and re Zoning Depattts~nt wi 30 days of the three year expiration date. Uwe certify that ll statements on this form are true to the beat of my/our kaowled; property described above y virtue of a warranty deed recorded in Register of Deeds O;ftrc Nt~bcrp e o OP APPLICANT(S) ***Any iz)+f~tion that ' misrepresented ma result in the rani GG Y tary permit being revoked b Include with this applicati n a recorded warranty deed from the Register of Deeds Offrce ani referencE is made in the treaty deed. construction.) . /~ o f =~ r s~4'LC.,~ %a-~ Lot # "'~- yes no page # Page # '~Iure to handle wastes. Proper y a licensed pumper. What you put into system, Owner maintcnancc n'y Ordinance. ont a certification form, signed by the verifying that (I) the on-site ping (if necessary), the septic tank is sewage disposal systerxt with the Resources, State of Wisconsin, to the St. Croix County Planning & Uwe am./are the owner(s) of the ~ /~9/ 07. DATE r the Planning & Zoning Department. *** a copy of the certified survey map if (RLv. o8ros) r STATE BAR OF WISCONSIN FORM 2- 2000 Document Number WARRANTY DEED •THIS DEED, made between Lyle Baumgartner, a/k/a Lyle J. Baumgartner, a single person, Grantor, and Troy D. Buss and RaeAnn L. Buss, husband and wife, as Survivorship Marital Property, Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin: SEE ATTACHED EXHIBIT A .Metro Legal Se-`vices EDIRET 491996 A ~b~7S9 ti~'D 414760 Exceptions to warranties: Easements, restrictions and rights-of--way of record, if any. Recording Area 8~~~~9 i3 HATHLEEA H. MALSH REGISTER OF DEEDS 5T. CROIX CO., WI RECEIVED FOR RECORD 06/13/2086 03:08PII MARRAATY DEED EXEMPT # REC FEE: 13.00 TRARS FEE: 1199.70 COPY FEE: CC FEE: PAGES: 2 Name and Retutn Addr Edina Realty Ti nc. RETURN T0: 400 S. 2"d . -Suite 1 YMETRO LEGAl~O'9~CES, INC. Huds , WI 54016 330-SOUTH 2i NUE, SUITE 150 96 MINNEAPOLIS, MN 55401-2211 008-1048-010-000.... 008 -104 7 -80-000 Parcel Identification Number (PIN) This js homestead property. AUTHENTICATION Signature(s) "~"l~C{ l~l'OWfI i authenticated this 1st day of June~~ ~,6 f ~,~1 jg(;QnSlr1 a.~ +. TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Peterson, Fram & Bergman -Steven H. Bruns 50 East Fifth Street, St. Paul, MN 55101 (Signatures may be authenticated or acknowledged. Both are not necessary.) •Names of persons signing in any capacity must be typed or printed below their signature ACKNOWLEDGMENT STATE OF WISCONSIN ) ST. CROIX COUNTY. ) ss. Personally came before me this June 1, 2006 the above named Lyle Baumgartner, a/k/a Lyle J. Baumgartner, a single person to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. 'Cheri Brown- " ~ - Notary Public, State of Wisconsin My commission is permanent. (If not, state expiration date: 3/11/2007 ) WARRANTY DEED STATE BAR OF WISCONSIN 1 of 2 FORM No.2-2000 EXHIBIT A The Southeast Quarter of the Southwest Quarter (SE '/. of SW '/.) of Section Sixteen (16), Township Twenty-Eight Notch (T28N), Range Sixteen West (R16W) and a parcel of land Eight (8) rods in width off the South side of the Northeast Quarter of the Southwest Quarter (NE'/. of SW '/,) of Section Sixteen (16), Township Twenty-Eight North (T28N), Range Sixteen West (R16W), St. Croix County, Wisconsin. 2of2 r - EAU GALLE a ~~~ T.28 N--R. 16 W 21 ~: ~ ~ • SEE PAGE 93 --~ a IL l ~¢ c'C-°`~ • Char/es ~ • Y`z,~da - ~ h 9.~6e .sow C G/eon R. 0~ C ~n /[ ~¢~h es' arv.s a9ie vohn ~ C ~ He /und n Dona/d .~z.ar L N ~ „E 4o Gasse y/fa a d '~ ~ a •B 3p C d c 7z.7s r h~ 6e;~i.~.y' v ~a ~ Va /z0 ~ Oa 6$ 0 FV` C ~ . ~ .~ s9_r /enf%~-E ~ o ~c ~ha 90 ~ BB e~~ Johr~ /ce¢c h M ra ~ ~ v N 0 ~ h5 ~ ~ d \ ^ 0 ~ ~ p N \ a ~ 9~a/o'E 1 .,f e,7 0~ V ~ '°4 ~or7 L/~ee ,s sober f nd n as /zo ~Q ~ . °r j 5"larra ~\ w `l a • V,~~c ~. l ~ r/s.~ • ~ ~ " •/oo 4b ~Q L•EQf .- M c ,~ . o ~ C.so/ di• 3 r3O ~/¢.iJ .r.v; h'ow. e~7o /y Tfio r/v/o~ c ~/4 O/so yo/dors°n is s ~ e ~ a.is ` ' .3ozS ~ z497 1< °e- a z >To~ err ~ 7B S¢ ~ n~ 94 ° • Leo 0 //i~ffiui- C. 4Lorci Fl~ Oscar FCe/ia_ so • r"-~ /1o.7s O//e •~~"r Joh r~ Oi-/i7/e G'. 1Z s L~ ~ r ° S \ j r ~. ,8erkseth .~ioenin~ /oi ° er ~ ~ 7o3,cr rs ~- Me/,Fe ~/oe~7 w~ e s Tio ~ Cr 6/ ' ~ / ' •B{7S z0 /90 : . • O/ 10.ZS • 8779 / id /. 3• 3/°s 60 e ~O a?6.7 e r ,R/+! ~.o . /r! Chas Co / G «X ee- ~<- „o' e%- ~efe ~ J E ,E • ~~.r C ~ o /n . ~ bcrf • L¢v _ ~ ~ • p~ a;~ , ~' ~ y r~yersp~ f~e~ y e~~e ,e/~ \~ Er/¢r~ce~ 60 / so.~ \~ Lun - ~ / 'TO ' S . 6in,E . ~SO' r. 36 gy 40 40 40 4D 0 \ 7B 4u T o s cSr~~ 40 7 W h 39 9'"6p rs L6 i'so~ Q ~ \ • oBS ~ cd- • .P.o% Go.v'on Ey. c0/.we e //ca6•n.E, S'mifh Te f ¢ ~i / C • Caf7 Co~~ ~ /s9s T¢~ 9. ~o C¢r/ .V ~'e~neih ywv l /Y~/sa r/ G? ~, etr soi-. 4O ° Lre • E~ E E " c 39 ei az c> vT zoo /bo ~ rr ~, . o rr • 6o yo 77 cTohr~3or~ r Pau/ 4 Barb. Q Ate o a ,,,, 60 /1/ea/ F ~i/ /9t ~0'0~'S n R \ k!rae Carm oh.~ //v esef/~ ofh/son /loan \ II ~ombe~ \.V fo s~ yak E~ic.E son T6o~ ~ 97 ~ 80 \ h~ oh/ /~ . v l Ham gr~Ff tl 0 ~ /~ 8o Nca/ Cy~ I epee Theo s ~i'~ acob \ /60 \ v 38 V~ 3,z La ~ ``0 qe LQ ~ or7 c~~(9o ~O 3th U~ ~ Q~J C . N Bo / s_s B •~o ` •~` A ,Pobert H/ so s /yoro .C ~ Te//JS H. ~hn Tirn y o/a ~ .~ tia oth- /f hn ~¢ ,,~ .Gee 4d ~ ~ o% Q.wr n n /aa / \ /°awrn C ~ i V 0 so '~ '0 L o //e 0 s • V 0 ~ C trar /e E ~ S'eria ~ C ~I ~1 \ ~ VCS r 4 /7 It/e £ \ ~ l°o Ear/ o rn C/a! o Q . fir a " 6o C ~ ~\~ • ~ /j abcl/i ~ c Q ~ n a\ U ~v /Bo ~I i om ~r/ W L•C Q d ~ ~ v ~ /yo/%r•r~ d - °-sue I r . a v0 Chos. . eB. G/er.~ W 0 ~ ` rosy .eo. • Car_ ~f wee e ~~o f/e/q CJOi7 ,/;F N ~ / .9/wi~,P ~~ m,t6 0,>,- ff/emc. N. Johnson 6r F C C\ yn C~ so • e f~, ""Qb is~S \ Lao • • n~ ~ ` qo 4 rr~s/ry 9 . zs • C /~ ° ~i / 4 y y ~ 4O • W i 0 C e$ ° Mahi7 iii a CC' \: To.`°. W ~ .l a tea./cn u U o FJ. T. /~~ /ate J W .5. 3 ~.,- fiua.,c loo • ra ~ 0 cQ ~ /~ o l C ~ .Sha: o ~ /erd y h d- ~ .3 W W Bo i5 9 /d ~ o o 0 G` T . , o 5 ,ror. a// 0 90 + . s e/ C O N ~ T ~a ~ ,q e d 0 re e f~s b . 4a v 9 " ~ a ~ ~ • . sv , o • • , ,o ~S so • ~ V • W cN e.ef' e v o his 4'eri,. f a qp La ~ ~ d h .y U b ~ d ~ ~ • ~ q E/don V v/arJ cks r/ h r 60 a dam ur a g u V ~ \ ~ t e son //6 40~ Co n.nd °" b v ~ C s9 ~o . `l y Osoa ~ C /Ba 0 mho/f 9 C ti. ~• v Fssie /ot °TG ~7/ a~f s9 h • e; ~e ~e ~ ~, /TZ. c'a6sorJ do 9/ B ~ /6 9 `~ W O ~ ° ~ bo ~~ /9 • . • S q / s ~0 Bo ~ • • ~ Or/O/E d n ~i~v. ~ 0 .QE Wm. r0/ym a mQ/l ~ 0 ~e //i~ a rda ® d Ch v s n ~Sfoyfe/ c7aT,es 4 /~ r~danbr Thy°~orsor~ v '~ osFo%/a " a ~ ~\ e r' so~i V 4° ~ro /8's " /oo go °Q Bo . \ G7 2 %v • • ~ / fall/ q ! ss ~ L,ii V ~ o~ e Lo~,.~ ~rQ~o. E~ ~a/tee ra/rey S rQ/rey n ~,, i aa ~ Bo K h a.qo yq os ~ ~ ~ o v~c Lein /60 orr~ 0 iPo uetfe ~ uaffe ~ ~ ~ J4 S 7 80 80 • 80 h Bo CC ~ L¢ sa¢ go CC y \ '' Lars N/r~/ho-m er Fi¢nces L¢ T/o 4/'74 C • P L/ ~ ~ tlu \ , O /2o owers yLO tl Sy.S 0 60 ~ • .fp \ oV 100 ~o ~ f • / ~ \" ~; ¢ ova 'mooch / ' L Q ~ eh/age/ p ~ ~ ~ V n c//~ , ~ /oo ~ ~ /a o c ~~ m 0\ L ~ • f 9 c de~so., ~ L. E,.a sow W Le ~ ~ o/ ~ /°~ c j ~ h h 'eic%ar Q ~ ~ / d. 2ao Q • ~ ~ C 4 4a ~/G ~ 4 a L'/Q/' Q y • ul C p `C P /d c y ~ ,Qaue Tohn ~ l Mo \ ~~ @ ~ 9 ~q 6 • 0 60 r Jo ca Fr ccs oz•° ~ l ~ \ V 4j 0 ~ ors 07son ~hgsor7 • a a ~ ~ . \ y ~ ~ ,sB pHm~ t~a,, as ~on ~ tram ar7 ~p~ /90 d ~S GM .0 a~ ~/ l P et Bi-i~r7 . Go V ao y ~ • qo , Gera/d £ Kent ~°M E/,sie f hr7 ~ G~~ ,fo °9er .1/c %C ry • C/a k 40 ~o ~ am 6.1 ~ r' ,Pudcoi// /n~er go o BB °i"P- .6 iiYar~ zo ynde son ~ tOr/ ~ CL. C~f /SO " • J O BO 80 . ° f!J 4° ~ ~ d ~:\ - John ~ ~` L6 /a//e ~ io .h • M ron • N/4~cc/ V~+. L7nd ew So/be Y E. y r0/d ` 4/e ~} 9ndee5or7Lb sz ~ a. Ly,~~,n ~a ~: F~ /Gp ~ 6 `+ ° /d s ~ a cr ~ ~ F7nde sore o era/ 8o go • 80 ~ /Pode// ~ / .~ ` Bis yonroaii 9 \ ~ `on~ s d!/o/fas ~weef 9//e~ ^ H r ~V 4 ayde/ ne /f~o/-o 27 % is / r M q ~ Kc f 0 e o 4 cSo~a~sor~ 9r~darsor/ 4 QEOO.Fs 8o Bo 4o V /' ~ f ~ - o e C Gi/sfa d h ~/~~ rPudesd/ d C ~~ o , 8° ~ Eo / /zo M-5! Mar/.n e • o /p ~.C ~ ohn G o\~ B a .~ ~ ynd ewD. t ~. ~e%/ /ia 1\~ \d // ~ nn b u ~c Q~ f7gda sore • r/ /sow Lor~si 4o sso 'B"~y v/dc \ i ~ Lrhl ~ 4o n 90 $/od $ ~ ~ f<.s V 9 Bo 90 s ~VZ si.3 40 ¢o i ~m./-s yo ®o'7z~Poc~or Q 6 ,T c PIERCE COUNTY Cr'o+Gour~ y r-* lORG£NSEN'S MADSON LUMBER CO ~` ~~ KELL GAS . Jacobson's Skel/y BULK & BOTTLE GAS BUYERS OF LOGS, TIMBER & COMPLETE SERVICE STATION,. New Richmond TIMBER LANDS TOW/NG AND ROAD SERV/CE & Baldwin i ~ SPRING VALLEY, WIS. 698-2438 WOODVILLE, Phone: 246-4633 T£L£PHON£: NITS - 698-2630 WIS. 54028 after hours 246-5134 778-5533