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HomeMy WebLinkAbout030-1095-60-300 ^ C � ° a 3 ° ^ o � v I a 0. O U I C CL C O W U N ! L U 0 0 N 1� U N N .., N O > N N �.N E2 w' 'a) Q Q � e � o E 3Q CL I' Qc o c o 0 m c -00 N ` m33ccc > >_ � o �oE° 2 vJ L ,—'— 7 to N N 3 —� U•— N O "O O L 0 L N a @ U O O I Z m � (6 U E c U � ca 3 m o 0 O LL C O O � I c O C « NCO E .,>. N W c �3 MO y 7 .O m72 0 U(0 TO Q "O —G 2k N U M 7 CD z E °o L Z � a m O M Cl) II ' 0 o z v cu o CD z c a) E CI o a c c c O o r2- N Z Z a Z �l m .. a -c V r y £ (D N 4a a 0 �i C r O W N i N 0 O O 0 CL c �^ Q p O N N (A O WSJ Z a > 1- "�1 «' =O O O z R a a a �N� N 7 0 N N 0) 00 U) J U 0 rn rn o S N (D Z 'O C) O N _ _ N Q O E O O '6 rn N N O �j 0 �i °0 3 v a c cl O O Q E � (O O N C , 1- a� c c a °o °o m V 7r M p_ iT N 00i N e N N (O C O - N C N N O (00 Vf Z Z w -0 04>>C (O r m 0 O M (/1 Ili > O Z y H H U) O i r►S.\ V 4i � V1 y # .a '' d n • c� CL d m a *Ali +. E 'c c :: o `�1 A ciaM ov� c°� .:. 1428nn516 EXISTING SEPTIC 603694 SYSTEM AFFIDAVIT KATHLEEN H. WALSH Document Number REGISTER OF DEEDS ST. CROIX CO., WI Name & Return Address RECEIVED FOR RECORD Timothy Weinberg 407 12 6 to Ave. 05-24-1999 4:00 PM Hudson, WI 54016 AFFIDAVIT EXERT I CERT CORY FEE: 32 . 30 . 19 .346D COPY FEE: TRANSFER FEE: Parcel I .D. Number RECORDING FEE: 10.00 030-1095-60-300 PAGES: 1 Computer Number The existing septic system which serves the dwelling being added on to must be verified by an acceptable soil report or be inspected by a licensed soil tester for compliance with high groundwater and/or bedrock separation requirements as set forth in s. COMM Chapter 83.10 (2) WI. Adm. Code. The results of that inspection must be made available to this office. If the existing septic system meets these minimum requirements, and is properly functioning, an addition may be added to the dwelling without updating that system. This addition must not, however, encroach upon the required septic system setbacks as setforth in s. COMM 83.10 (1) . Property Owner(s) Tim Weinberg Property Mailing Address: 407 126th Ave. Hudson, WI 54016 Property Legal Description: Lot # 4 CSM ubdivision S NW 14, Sec. 32 , T 30 N-R 19 W, Town of St. Joseph Comments: The existing septic system was sized and installed for a three-bedroom dwelling. Donavin Schmitt stated in an inspection report on May 19, 1999, that the septic system was functioning properly. I, as the owner of the above described property, hereby affirm that the septic system serving this dwelling meets the above referenced state private sewage system codes. I realize that this addition may cause he existing septsd system to become undersized for a dwelling of the resulting siz and i will make th$�, nfoYipation available to any future parties interested in,16urc g his pro erty. Signed: Notaty c Subscribed and f 6 this date: Date: • ���111 acc,7ez ''�r( D Zoning Dep nt My comm3.,ssion expires: Approval: � o{ - oZ O O i Date: C! ST. CROIX COUNTY WISCONSIN ZONING OFFICE r r r r r p p p p ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road mn Hudson, WI 54016-7710 (715) 386-4680 May 24, 1999 Timothy Weinberg 407 126x'Ave. Hudson,WI 54016 RE: House remodeling,Town of St. Joseph, St. Croix County Dear Mr. Weinberg: You have requested the Zoning Office to review your remodeling/addition project for compliance with the state sanitary code (COMM 83). When remodeling or adding onto a dwelling you are required to examine whether or not the construction involves an increase of wastewater. It is my understanding that you plan to finish the basement, which includes the addition of a bedroom. The existing dwelling was constructed with three bedrooms. Adding another bedroom onto the absorption system will result in an undersized septic system. Section 83.055 (3)(b)(2) states: Increased wastewater load in dwellings results from an increase in the number of bedrooms from construction of any addition or remodeling which exceeds 25%of the total gross area of the existing dwelling unit. Since you are adding another bedroom, the septic system will have to be evaluated to obtain a building permit. On May 19, 1999, Donavin Schmitt inspected your septic system and he noted that the system was functioning properly at that time and no surface water was evident. The as-built report revealed that the septic system is sized for a three-bedroom dwelling. Records of the sanitary permit were not located in the Zoning Office. Robert Ulbricht installed a 1200-gallon septic tank and two 5'by 55' trenches on November 15, 1989. Since your proposal exceeds the 83.055 (3)(b)(2) standard, you must have an affidavit recorded with the Register of Deeds indicating that the addition may cause the existing septic system to become undersized for a dwelling of the resulting size. Also indicate whether a replacement area is available. To prolong the life of the system,remember to have the septic tank pumped once every three years or when the tank becomes 1/3 full of sludge and scum. Other efforts to prolong the life of the system could be as simple as fixing or replacing plumbing fixtures with water conserving fixtures, reducing shower time,washing dishes when the dish washer is full, avoid using a garbage disposal, using a wash machine with a suds saver feature, etc. Therefore, the prolonged life of this system may be dependent upon proper maintenance of the system. The property owner has met all the requirements of COMM 83.055 and can proceed to obtain a building permit for the proposed house addition. Should you have any questions,please contact this office. Sincerely, ad"3��e Rod Eslinger Zoning Specialist SCHMITT & SONS EXCAVATING 586 Valley View Trail Somerset, WI 54025 Tel: 715-549-6651 Fax: 715-549-6651 TO WHOM IT MAY CONCERN: RE: Tim Weinberg On May 19, 1999, the septic system at 407 126th Avenue, Hudson, WI. appeared to be operating properly. No surface water or dampness was evident. onavin L. Schmitt MPRSW# 221741 Form - S T C - 104 AS BUILT SANITARY SYSTEM REPORT / OWNER IM .I U�IE WE/N��i��TOWNSHIP s ' J Os�P SEC. �Z T 3 ON-R ` W ADDRESS /2-& Sr ' ST. CROIX COUNTY, WISCONSIN cs� biz r4�c s 3 • y�.Q3 �� LOT SIZE SUBDIVISION LOT vo 1 -7,940 PLAN VIEW Distances and dimensions to meet requirements of I•LHR 83 SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM HOMESITE SEPTIC PLUMBING CO. 655 O'NEIL Rd.,HUDSON,WIS.54016 ROBERT ULBRIGHT. WIS.MASTER PkUMBER LIC.NO.3307 M.P.R.S MINN.INSTALLER&DESIGNER LIC.NO.0066a AA (� 3 d 6 �d� FS I r ! G 'i 11 I� INDICATE NORTH ARROW -rb P l 4 Puc. P� BENCHMARK: Describe the vertical reference point used Elevation of vertical reference point: Proposed slope at-site: SEPTIC TANK: Manufacturer: ?P_600cTS- Liquid Capacity: i Number of rings used: ZQL0 ' Tank manhole cover elevation: Tank Inlet Elevation: ' 2 Tank Outlet Elevation: - 00 ' y / ,iO Number of feet from nearest Road. Front,O Side 10 Rear, O feet + From nearest property line Front,OS de,ORear,O /0 feet wit NOT Pea t0 TO OA1"i Number of feet from: well building: i a� I.a+R�ra+s►h�nn nF tFtea a1- , tr,►- nyArilf '' �ninrnntr+ .i'IUt+ar �+ia►t+a �;, # C9900'ON'011 MIDIS30 I W3llViSNi'NNP -S-U-04 L066'ON'011 d3svinld EMISVN1 SIM gym:h8/£ iHOIJisin lW390d 910V9'SIM'NOsanH''0H 113N,0 M 00`)NIG"nld 011d3S US3MOH - :aagmnN asu93TZ ---'----' :qof uo aagmnTcl f/ •pa3va - :aoloedsu I 7� :aaanaos;nusyZ maety :psoa Iseasau moa; Ida; ;o aagmnN -- :SuTPTTnq moa; 1aa; ;o aagmnN :TTaM moa; 1aa; ;o aagmnH "—•ago 'aseg O'aPTS O ',uoag :auTT Alaadoad isaasau moa aa; ;o aagmnH :18TuT ;o UOT39ADTZ :Ausa ;o mo3:loq ;o uoT�enaT :pasn sBuTa ;o aagmnH , o :aaan3os;nuvK H *(quo xoag0) Lsmal uoT3Qaosgv TTos enoga eqj ;o �Cus uo pasn ueaq O xoq uoT2ngTaIsTP ao O xo oap s asq•-IITS ssH :31Tng usay MOTIenaTa ITd a8adeas 0:44og :g3dep PTnbTZ :aaaamsTQ :slTd ;o aagmnN :azTS TT.7 anasaaQ saousaS a n • us d 3o Td uo ( T t TP ou P T I) 0� :SuTPTTnq moa; jaa; ;o aagmnN ' aM moa jaa o as mn Dcy IJ�Crj �tt 3 3 3 g N . S Z 0.34 O�asag O 'BPTSO 'auoaa :auTT Alaadoad isaasau moa; jaa; ;o aagmnN Z :adTd ;o do3 o3 gjdap TTTA :3TTng aaay :sauT'l 30 aagmnN S �q�BuaZ —:gIPTM gousay :peg Z H31SAS NOIZd osav 'IIOS •(ueTd zotd uo 893us39TP aPnToul) :SuTPITnq moa; Ida; ;o aagmnN MOM moa; 39a; ;o aagmnN • ©. 1 O lepTS O ',uoa3 :auTT Al aadoad Isaasau moa; ,aa ;o aagmnN :adAy_goITMS masTy :,=aan:los;nuvX nasty :aToAo add suoTM TIBnaTa go3TMS 3;o dmnd :uoTasnaTa xus2 ;o ✓ mo3ao g :39TuT ;o uoTIBneTg azTS dmnd :aaanlo gN ug /dmnd :tapoK dmnd -: iTosdgO :aaan3os;nusN lt D SaAA) & � � T • 2q Ip 1 11v s�rlf;K 5cgle; 10 o 0 M ,-pr n-• Tr_— --_ TAP o v 8• i -to o 0 I ' I � II Io 9 � i ICJ I I rl � ► is �. LO T` To P o C3 f(cCTRfc SySTF� kS0 / HOMESITESEHUDSON1Wis 5016 655 O'NEIL SO-, ROBERT ULsm"T 7 M,P.R.S. W1S.MASTER PLUMBER LIC.NO- MINN.INSTALLER 6 D'cSIGNER LIC.N0. 5 p�CS � („ -�.g " of 3/4i1 AsJA6&kVE- 'u0j)e _ 2 19 Poe- Pi PE t`tPK,� fhuv c o oe-p- i-oc(c- f{-5- 13 0 ZLT P LO TT p L A&J Y, Ktrui% I UN ,VIL DUK11Vtab All U " YOUcb ri LsUMANAND PERCOLATION TESTS (115) P HUMAN RELATIONS MADISON,ti.. (H63.090)&Chapter 145.045) LOUTIO SEC I ION: OWNS.HI 0. K NO.: SUBDIVISION NAME: : Y,;,, 1/4 1/ 3s/TsDN/R IE(o w!577- TosE�A4 or-SW.E.v1)iiv G-- COUNTY: I�', � ST G�PD% �DGE�- �'U�G icJ ,5^o✓r"(nj/�t`ifh ��. /l/o. yd,�7fo.J 4J/.j . t SE DATES OBSERVATIONS MADE j 1COMMENA R0 ,/ $ S: Residence 3 ? - 0 ew ❑Replace RATING:S-Site suitable for system U-Site unsuitable for system S� s ��' `���r�'f�-v J��L s PW ONV N AL: MOUND: IN-GROUN M-IN-FILL OLDI G TANK:RECOMMENDED SYSTEM:(optional) rRs ❑U RS ❑U $ ❑U ❑$ U ❑$ U TiPFvGl.lf Z If Percolation Tests are NOT r uired DESIGN RATE: eel J �..•�� If any portion of the tested area is in the under s.H63.09(6)1b1,indicate: CG/1 r s -+L Floodplain,indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL P H T R UNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR,TEXTURE,AND DEPTH NUMBER DEPTH IN. ELEVATION OBSERVED E TO BEDROCK IF OBSERVED(SEE ABBRV.ON BACK.) B- / 7.5 a�. s. j �,e . w/ cs 0C/a 46 B. Z //D 1/ o•' > //,D ' • �7 ',Q,t,. s,/ /o ' ea CS k; w o% 6-1 >ors � N.� IhAR I B. /a.s 9G'�.ir — — ' /o• ate- fi io ' Z a� ; -,�y •o ,. , >/D�cS 7 r s N n/ w B. PERCOLATION TESTS TEST DEPTH . WATER IN HOLE TEST TIME DR N WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. p 1- PER10132 PER INCH P. 3.3 7. P. P- P- � P L Z P. PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. OP O , SYSTEM ELEVATION ( = hb ' Fw,to ���- I ---- , I ZS _ 1 -" N �' Th+s`test tio� . ..__ �_.. _ a' n for cov+ OR Pt �t � - IAW 7- y t • i- $: �. ...q�vo y.,,v�t._._..,�_/ J .. 1,the undersigned,hereby certify that the soil tests reported on this form were made by me in accordCh the procedures and methods specified in the Wisconsin Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. NAME(print): HOMESITE SEPTIC PLUMBING CO. TESTS WERE COMPLETED 0 RT.3 O'NEIL RD.,HUD60N,WIS.54016 4" 31 ADDRESS: ULMI,ULURIGHT CERTI ICA ON NUMBER: PHONE NUM ER(optional): Oft MASTER PLUMBER LIC.NO.33D7 M.P.R.3 2 y�a_-- SP _Y MINN.!NSMtLER A DESIGNER Lie.No.olow CST SIGNATUR DISTRIBUTION:Original and one copy to Local Authority,Property Owner and Soil Tester. DILHR-SOD•6395(R.02/82) —OVER— S O rrn Y 7 N to O m p -I N O .� c unplatted lands owned by others o ? a _ o z : —..--------------- ------ e a e `id r cw In asn 0T-4 ^' . most line of the NW} of Sec. 36 o o. A • SO1°4812311W 735.681 1 0 Q. o d Q. -' 698.11 J M ., IN w o. I A - CC,,/ Co oo twit w �, �.4yh py w o = _ +w 42" P4 CO C2 ,1 t �,• �A, 1~- y 0 C 1 5 n E M5°3 4 6Cb a CO 566.121 •• N O 0 in o m s .• t•+ fr N .r • _ 1 m A V O \.•��W 1/ O O V a 1 w o o F O w CA) .l - a' v t t-t a N 1W v d -t I i 0 o a "tl Q l•�l 1 c c s s O I t .a M x tC o b o 7 o c 6.79 m o N 43 CO y ty I 1 1 ,, too .- 40 ti -+ z 1 40. 2 a 196.39 u m ►• �rt rr o W n r. t+• o, rt ... N3 35 14B W H N. . L . � �1 . . ._ - w o 6--Lx � r r- r 1-. CO 10 CD CD 10 of t-. o V • pt -1 -4 -•1 v O c CL ..'#I- IC a a R o M A h 1 rt to W CA N S 1 0 ~ 1 n O W 1 Cr--• -1• N?QO 1 d to W W W : tq o n Ss'15,,f I� I N Q N w c_ �. CO o 10 M IC W _ i er r4 rt a N W to O \ N Id C o. G 1•+ � z •O V �Y O W W OD A 1! p O C OD 1 S OD Ca W to W '� CO t A •O• ` 7 n A •A a O ham+ 4P- 40 CO C ►+ N N 'CO O _ •�• V .+ W O G • to O N O Z N N 74 . I 1 o 10 0 1 f.l -1. '1• 'A 't• y rn 250.001 A N <,+ CO M tIj N N1 01 0 1 2 511E :- ors s -» o m .� N r t-• .r r, 4 I O M r6/1 1-4. r .'O I I W Z m • • • • !� N • W G Co. Ito N Ol M I I O N A 1 O c O = rt � W m O I -� Ca rn X CA W 16 m aC vs in I o (n ~ z ' o T ' n•� w bearings are referenced to the east- 0 0 � + west one-quarter line assumed to •q W M bear S8813715711E. M o o i