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HomeMy WebLinkAbout020-1474-01-000 . Croix Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St Safety and Building Division INSPECTION REPORT Sanitary Permit No: 578941 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village Township Parcel Tax No: Aaron & Alyssa Praschak TOWN OF HUDSON 020-1474-01-000 CST BM Elev: Insp. BM Elev: 1sSection/Town/Range/Map No: JJD~ b ' 13.29.19.2998 t pi 60 0\.64, TANK INFORMATION a ' ELEVATION DATA , PACITY STATION BS HI FS ELEV. TYPE MANUFACTUREFAUNI- Septic <<'1 Benchmark DQ n l Qwiml J(J ~ r v Alt. BM -2 Bldg. Sewer Aeration G p 87, 95. F! Holding 97-Ht Inlet 2_11416. 9 y+ 6-7 4 , 2 b.3 3 TANK SETBACK INFORMATION Ht Outlet 23.`,7 1 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic f Dt Bottom -1 U Dosing t J`J J ead Man. Zf~•"~ Ib•~ q 3.7 D Aeration Dist. Pipe Z3~ ! ' Holding Bot. System Z„y.~ 11. -7 93 .Q 1 7P, /)•9 0 PUMP/SIPHON INFORMATION Final Grade / (w Manufacturer Demand St Gov .9 D GPM 3'b Model Number TDH Lift Friction Loss em Head TDH Ft Forcemain en th ia. Dist. to Well SOIL ABSORPTION SYSTEM Z~ Z ~2 BED/TRENCH Width Length No. Of Trenches PIT DIMENSI NS No. Of Pits Inside Dia/ Liquid Dept DIMENSIONS {•J~ SETBACK SYSTEM TO i/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR n *l Ira tw__ _5b gad Type fDSystetn: t 1 ► UNIT Model Numbe NV am i - DI BUTION SYSTEM i e Manifol i I Distribution Ix Hole Size x Hole Spacing Vent to Air Intake Pipe(s) ` Length ~ v Dia~ Length a Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sod;Ie--. xx Mulched Bed/Trench Center Bed/Trench Edges / Topsoil ® No es ❑ No JJJ COMMENTS: (Include code iscrepencies, persons present, etc.) Inspection #1: Inspection #2: / Location: 871 YELLOWSTONE TRL1 5 1~TG • C l t.Yi[~+ I lak- ~ y 1.) Alt BM Description = -ei ~ k"(, ~Dv u 2.) Bldg sewer length= i, u► - amount of cover = ) `'I2►` C) Plan revision Required? ❑ Yes No Use other side for additional informati n. Date L-Moi'sSig.ture Cert. No. SBD-6710 (R.3/97) .sue n .p A F CA o -Ak I:A S itG = ~0%6 V ' AX- i Q4 i .n\ . ca o u ~ ,2 S-6 a\ rn A ae ou /Z6. ~ r \ r t3Z o \R t \ t ~C Ofi/oj i (8• H( 4--)25 b-pytGl 1 ~e~ d.rrl, e5-~.bl,S 4e...d bAS~d fel 1. i Bn ~ raa(2 ~lG✓~.ti~» 3 0 ~So;/~q,: ~ t I II I lazw o a oc kl Scy, • /o 97' ~roPv3C_c~ at,`starrsa/~e1/. 3'x 7/'s~o~rced4~ 3"a~ 17 c ! evO b~ o , ~cj;co "y l County Safety and Buildings Division St. Croix $r ~~V 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) v Madison, W 1751,3707-7162 pp~~ S 1f3t3A1,~~~ it Application State Transaction Number in accordance with SPSr3~ , Adm. Code, submission of this form to the is required prior to.o~ a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project the Department of 3' ety and Professional Services. Personal information you provide may be used for secondary Address (if different than mailing address) purposes in accordance with the Privac Law, s. 15.04 1)(m), Slats. I. Application Information - Please Print All Information $7J Yellow Stone Tr., Hudson, WI 54016 Property Owner's Name Parcel # Aaron & Al ssa Praschak Location Property Owner's M Property perty ailing Address 020-1474-01-000 Location 1415 4th Ave. City, State Govt. Lot Zip Code Phone Number _S W SE Ye, Section 13 Baldwin, WI 54002 (circle one) II. Type of Building (check all that apply) Lot # T 29 N; R 19 E or El 1 or 2 Family Dwelling - Number of Bedrooms 4 1 Subdivision Name Block # Yellow Stone Valley ❑ Public/Commercial - Describe Use Na ❑ City of ❑ to De Numb r ❑ Village of f Town of Hudson II .Type of Permit: (Check only one box on 1' a A. Complete line B if applicable) A. New System Replant System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. El Permit Renewal 11 Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner 1 X Q J IV. Type of POWTS System/Component/Device: (Check all that apply) U O(Non-Pressuriwd I.-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ersal/Treatment Area Information: 51 Infiltrator Pius" Desi Flow & 6 end Pol 1~LL-525 effluent fiber gn (gpd) Design Soil Application Rate(gpdst) Dispersal Area Requir fl Dispersal Area Proposed (st) System Elevation 600 Gpd 0.5 Gpd/Sq. Ft. 1,320.00 sq. ft. 1,Z/7.40 Sq. Ft. 93.0' VI. Tank Info Capacity in Total # of Gallons Manufacturer Gallons Units ~ New Tanks Existing Tanks j d Septic or Holding Tank a U w C7 i% 1,250 1,250 1 Weiser Concrete X Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number G Za a Plumber's Address (Street, City, State, zip Code) MFRS 222373 715} 386-2850 715 6th St. N, Hudson, W1 54016 VIII. Coun /Department Use Only Pe Approved 11 Disapproved rmit Fee' I Date Issued $ Issuing Agent Signature El Owner Given Reason for Denial .4" 00 IX. Con !/Reasons for Disapproval SYSTEM OWVAiN 1. Septic tank, eMuwtt NorwW N dispersal cell must all be ory,nis / maintained : M as per management plan provided by plumber. 2. AN setback requftments must be maintained a a Attach to complete plans for the system and submit to the Coun vocable code / ordinances. county only paper not less than 81/2 x 11 inches in size SBD-6398 (R. 11/11) Conventional POWTS Index & Tilte Sheet Project Name: Praschak 4 Bedroom Replacement Conventional POWTS Owners Name: Aaron & Alyssa Praschak Owner's adress: 1415 4th Ave., Baldwin, WI 54002 Site address: 871 Yellow Stone Trail, Hudson, WI 540169 Project Location: Subdivision: Lot 1, Plat of Yellow Stone Valley Legal Description: SWv4SEv4, Sec. 13, T.29N., R. 19W., Tn of Hudson, St. Croix Co., WI. Parcel ID 020-1474-01-000 Page I Index and Title Sheet Page 2 Site Plan Page 3 Dispersal Cell Sizing Calcualtions & Chamber Cross Section Page 4 System Cross Section Page 5 Septic Tank Cross Section Page 6 Filter Specifications Page 7 System Management Plan Page 8 Parcel map Page 9 Septic Tank Maintenance Agreement Page 10 Waranty Deed Attachments: Soil Evaluation Report Mater Plumber Restricted Service: Gary Zappa, Dep't. of SPS Credential #222373 Signature: Date:- ek ,b Page I Of 10 Design pursuant to In-Ground Soil Absorption Component Manual for POWTS, version 2.0 SBD.10705-P (N.01/01) 4'-45e ca~ 'Ok Ad, of 6w[d: 5406L A-Z /od/y~,aE' PL-s2~ at ou.E/i~ , ~ ~ r ~ r :9193' t ~e~ tai, es~.bl,S ke.d baS~d it ~ 6n lAde 2/(.✓u.&n S o BSc;/~q,: r 1 63 1, tojo G C f2„ Std . vo,o. e. ~:~ot . 9 9 s8 ~~opast~ o~s~otrsa/ee~/• 7`7(ree uencle,3 4,6 3'x 71',5?acedaE 9'an Ccn~uS.h /7 bps/ s /fin 6 ✓e .Surk~cc e t W. -60 be 93. o.' PRASCIiAK iDISPL IZSAI. CELL SING CAI_CIT.A IONS f. (.k bedroomsX100 gallons estimated flow)( 1.5 de;i,~.,n tlrctor) = 6011.00 (,tni ~1r ;gn ti~~ti~ 2. Infittrati-,,c capacity of itati%c soil 0 j jpd, kt i1._x :.t) 3. Absorption area required: 4. Absorption area as proposed: 1_' ! -,r) •q. :1. (w) clmnll,or', t;~l;;i) Int3ltrator "Quick 4 Plus" - 20.00 ~ q.;, l'ISA 1),~; c Ir,r;,ibc+. "Qwck 4 Plus" end cats/pair= 5.80 sq.fl. EISA 1,200.00 sq. ft. (3 1) w eerd cal k 5,SO) = 1 1 1". 1,182.60sq. fl./20.00 54.13 ch,tml'~ois required NUIII6er oi'(!CiXhcs: ?{1= rrr . bar, t„t l Trench width: 2.1~1 Trench length: Trench spacln : 00'.ort ccnttr Total sytitc'nt mea w/ 9' t eilfct" l .it W', S + t)t)' srrl>~rl;~ag~ ch~~~~~~~ Ouick4 Standard Chamber t t2`{ I 1 ( ` G t 4 K ~ ~ t f i &yp 34- SECTION VIEW MultlPort End Cap ~ f p yE 12. t TOP VIEW 4 Qt's j QW04 Standard Chamber Nominal Specifications MultiPort End Gap Nominal Specifications Size(W x L x l)34'x52'x12' Size WxLxH 34'x1x12' CPccli~e Length 48' Invert Height 8' or 1.25' In~ert Height - 8" PAL. 3 of 10 f Soil Absorption System Cross Section ~ ' ft 97.75 fl. 923 s" tt ule 40 Final Grade k4'V t Pipe t Cap ft Leachi ng Chamber System Elevation 3 ft ft 3 ft Soil Absorption Systern Plan View ft ft Leaching Trench Chambers MIJ I i 4° Dia. Trench Header Vent Or Observation+P+pe f LTre 3 Leachinq Chamber Specifications Manufacturer And Model y~r lug r-"fir- "5 „-c/ VkS EISA Rating .W-0 sq ft per chamber Soil Application Rate 0. gpdtsq ft & d4 gpd Design Flow 0 • ~ Soil Application Rate + ~I 0 EISA = (a0 Chambers 3 rows of chambers each. Page of D z (ten 641" AS REQUIRED 86„ D X m 53" z (z- c m n n m v ri m m 3„ I 47„ ;o 0 i O ;u N 5 5.. 5 II D IL m = 0 7 g I~ n m ~I D A m I I \ / ii v m m 50" c Im D z N-( I D I mm D r C D O r x r- z 2 -I -no 0 6 c F F m D ODD 2g R0 0 nC0 n O~ z y -z raspozo>' x~mN z g v -o v 21 v oo x805 co ~Fz ul rnm n m m -(z D Ho mD0 N c'() U) Zz r2 V) Z D(O- ~Z nD i AFn NN ~pR~i\ M (Jl z OCO 6 v co Dm N-DI(/I-4 NN -i N I-~~N 1~1 O a v C N (A z 0 (n O' i C 0o (n v rn 20 -TI ~ y v 'v G1 n 56 °v a° v 7C7 n O\ C O (;(m 1 9) O N' D °z c~ v z _m a mD No o D ow c 0 1.4 z v o O H 0 ~y -0 o O Z~ v W D p O v m{~ Z r O D D do-n p~ - N ( v z D t!1 r -i m 0 Q m F (n O Fl D O OW U) ~7 C O O m « z z c W r' :o D H ;o i-A m 0 \ o :r DRAWN BY: WCP SCALE: 1 4"=1'-0* PRE-POUR: ° rn SEPTIC MANUAL MIESER CURGRETE 'ATE: 00/00/00 DREV. ATE: POST-POUR: z W3718 US HWY 10 MAIDEN ROCK, VA 54750 800-325-8456 FILE: VAM-MR . S6FiD Technical specifications PL=525 EFFLUENT FILTER (COA411 RUAL) 61)7 BALL CHECK EXCEPTS6'SHD40 1435 FOR INLET EXTENTICN 11157 OUTLET BUSHING EXCEPTS I ! 4' SCH 40fl S'SCH 40 ! - \ 610 1a `q v W 1A 5.13 5 I PL-525 FILTER HOUSING i - 1e34 PARTNO. 30142525 11 i. MATERIAL: HOUSING - POLYPROPYLENE OUTLET BUSHING - PVC 6 5 BALL - HOPE - F-- SOCKETEXCEPTSFLOATSWTCH 10.23] EXCEPTS 1' SCH 40 o 1(184 FORHM40lE Exm4naN T _ 4! r 7 ~ L Q 824 (?i 530' OF 1n6'SLOTS _ l+ 647-- - SOCETEXCEPTS B01 1 BALL PUSH ROD CPEHING OPENING 20.71 ("r O O 0 1902 .2244 POLYLOK PL-525 FILTER CARTRIDGE PART NO. - 30141.525 \ j MATERIAL-POLYPROPYLENE ~5 6 04/0 Conventional Septic System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General The conventional septic system shall be operated in accordance with SPS 382-384 Wis. Adm. Code, and shall be maintained in accordance with component manual SBD-10705-P (N.01101). All local and/or state rules pertaining to system maintenance and maintenance reporting shall be complied with. Questions on the operation or maintenance of the system should be directed to the installing plumber, Jim Thompson at (715) 248-7767 or the St Croix County Zoning Department at (715) 386-4680. Septic Tank Septic tank servicing mechanics comply with SPS 383.54(l)(e). Septic tank to be located within 150' of service pad, with bottom of tank to be 15' below service pad elevation. The operating condition of the septic tank and outlet filter shall be assessed at least once every two years by inspection. The septic tank contents shall be removed when the sludge and scum in the tank exceed 1/3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code, by an individual certified to service septic tanks under s. 281.48, Stats. If the contents of the tank are not removed at the time of a biannual assessment, maintenance personnel shall advise the owner of when service will be needed to maintain less than 1/3 scum and sludge accumulation in the tank. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated. Septic tank manholes 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 individual should ever enter the septic tank as dangerous gases may be present that could cause death. Septic tank abandonment shall be in accordance with Comm83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. The addition of biological or chemical additives to enhance septic tank performance is generally not required If such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Soil Absorption Cell Trees or shrubs should not be planted directly on the soil absorption system. The area above and around the system should be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for vegetative maintenance) over the system is to be avoided. Soil compaction may hinder aeration of the infiltrative surface within and above the system and will promote frost penetration during cold weather months. Cold weather installations (October-March) dictate that the system be heavily mulched for frost protection. Influent quality into the system may not exceed 220mg/L BOD5, 150 MG/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for the installation. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring. Continaency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. Excessive ponding within the dispersal cell will be eliminated by installing a new soil absorption cell to bring the system into proper operating condition. Pg. 7 of 10 IN MN~~Im Ono ;S >0 ,c>i D m \ N , 96 \ ~Z \ M b5 51.3 ~9 C l C,<1 \ 96 a I 0= ao o W -J q\ \t ~GJ ,n t,~``., lµ U to m m \~iA\ w~i ~..J B4yLS SI1bJ09 849 B m 171 Gy~~ GVs~~ 'sd.... _ . 1`gpt 8 m VV, 9 z 4!?O -4 r Fn - on MN0 y i 1 uu d° ~ c,_v D ~ Nis. ~t • .a , fd. IJ?7 _ / 19 A QZ~ c L.3~°mO~n~sM ~~~Ne ~ ~ F?g~ io 8> 4O > 5acumi-0*TM Pin ~5$ zpu\>z =g o *W ci owl +++{ff{CCJ~2277 ~z iinnTl 4th y =S~' m n mm V) CD p N ON -q -0 2 = 7-D zo gig rn~2 0 m} >N°Z P2 .2 ON= > ~m~ N mC \`\V~ 0~ `!`~w b N N> Vn _y c ^~ncNi~~#>~~rz~~ WOE g0~i ~O oo "'N lyiO mg m gri i ~~5 aw / rn r" fngm~ ~mwy I I Wa x o 0M: n e I I j i O o m m O 8 g g m N ~y5 N co Z }~~j ~ L Lr ID ~ G G (II m r \ ' [ZS ty1 $ rmO S m i lr m 2; •v ~ j o o m / x v VG ° 4w C ' m w<gr im O fie' > St a' m g o{ / 9 Cf Q ~ ~ C ~ ~ ~N C ~ 52 'Amy r~i f 1 $ m ro IGj f>XS 4 m U-) zoo, m so, / O 7Sp. JJ. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer o~ sr61~~~ c k Ci. Mailing Address fC to -s yolk Property Address 91/ L'j i S `t o, L (Verification required from Planning Department for new construction) City/State L d2D~, w---r Parcel Identification Number LEGAL DESCRIPTION, Property Location r/4, '/4, Sec. T__IN-R~W, Town of Subdivision '~Cl•t,oW SANE y~ Lot # Certified Survey Map # . Volume , Page # Warranty Deed # Volume , Page # Spec house ❑ yes ® no Lot lines identifiable ❑ 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 masterplumber, journeyman plumber, restricted plumber or a licensedpumper 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 30 days a three ye expiration date. 50 SSIGNAT&E OF APPLICANT DATE 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 roe descri d above by virtue of Deeds Office. rrtue of a warranty deed recorded in Register SIGNATURE OF APPLICANT DATE Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department.****** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed _ -,9 A 4'-4" It 1 15'-0" C o Z m X D ' D 3 -T D 'm 00 -D m m0 o T ;u O m v~ p p t7rr e y °o- ° O 2 m = D G7 v o 0 Z of 0 a e i 0 n m # D y v v a v o a a w / (g21 27 FLOOR TRL_cSFe,2. O_ - ;ef 20'-0' I~ -n r N n om to D Z - I c -G b m m e"J"I a ~x n~ 20 D G)o 7 D I' I 7D N D D I Ir o ° , x a~ m 0 - ~a~` r ~1OFLHSH - - - mmA r StYr~ - - D - N D i ~ i DLL o®~ A w Nm 4 m i v r C r X95 m. T c ~yO o r r~ a r i O O z~ D{ o3yvN> b r v iGJr rn ----T~-F- T-, I pep p.pN r r a c C e r z ➢ ^ C07,11 NX. Dv(27D > r i i ~ A r m, a Z mZ ~ . rr77ii 2 c m c al ~o md ml, I p' p~ a r r D >a8; o < L SHELVES 66- m Am v~wirr - 5'-4• Y-0' e8'-8' N 3'-10' e GI - oD a Yom" S; W D , 60'X32' vO TUB/SHOWER LINEN v v D m~ a o O a o N ~ ;D T-10' 12'-6' r _ m e i A O A o rD A m e , r r r ♦ r N \ T 2' 'ITT Q v S o 1 Z nA N . r r D D m c W ~ a r o ° .TI rn r a yC O v m . ~ m x r r ° p m~ A - m z m N oO °d x o D m'; m •o b ' e~ o o T-8' Y3 14'-0" b a ~xy zG7~ i W m N p m o= G7 o r 6 3 e' a'-0• x z'-0• z ~D v p-1 vc7 a °0 m a O 1 i r m m > g y m 2• 7'_2• A 10'-2' 01 0 2 Z O DI I. O m T O? Dm vt D , D zn ~o ~ m .C Do m m i m m o 6 X, Z~ tp~ Zie coo N b nC m zO /PRE-EN(31NEFRED ROOF TRUSSES tii7-24~C. o m BENCH LOC ER m o ' m N °CD I ' r m m m~ b to D r x x m g 4'4" 48' VANITY z rti i I 1 °O -PKr- a'-0" x r-0• I I I 101-0" 10'-0• ° - - I I RANGE 36" REF. I ,.1 20'-0' _ _ _ ~ _ _ 11-0• I 14'S' t E: m b o c~ A pZ to m- mZ r z w C7 rG mm 72'X36" I z x m J Q > z Z ISLAND o N Dy a~i,mm ~I G7 ____SNA BAR A ZO.. c o ~z M. m Z 8'-0' M n g Z I O 47 a IA- r, r. PRF.FNrINPrRFn ROOF TRUSSES a r 2 m m r I -0' 77/3 E! ( SE 12' LSL DROP !4 O TT !4ff I N 1 N I'.L~ 3'-6" 01 n~ b. N I o o; T~ a~ ~ I X V m z S ~m Z SID p x O 3 'm ~q n a < o Av I Z OO b N 0mj m ° m m o AD a l N o m O V -i 9'-6• < I 16'-6' m O M f6- 0 D m mpZ m~ m z L7 ENTERTAINMENT TO - NT ENTERTAINMENT I. I,,.. VAULTED 91-0' FLAT m u 1.5 1/2' L DROP N by D b m In a ° I I III:In m ~ 9 3 m m W C v c i~A mW mp z~ mm0 '-m m z a~OCCy mO~ a D D - Om ~2 - N a r m b (I > m •T \TT' rn pm~C~AD p~ Z~. 1~2~nz X Z b III m L m Vp)m x O mp zo;im m b S DD DDa K O z F F n - r c II M O 10' 15-6' m N _ r ICI r cn ms S PKT O W m - TD Cn o N r' m .e r Z I ya 72" VANITY gx_ A m f' ~1 ~ 2'-0" x 3'-6" 12'4" 4'-10" 4'-10" 8'4" i 2'-6" 4'-0 x 61-0" '-6" x 6'-0" 2'-6" x 5'-0" 4'-0" x 2'-0" 2'-6" x 6-0" (4) 2X6 (4) 2X6 z TYPICAL SIDING EXTERIOR ALL: LAP SIDING HOUSE WRAP PER CODE 7/16" OSB SHEATHING 26'-0" 2x6 STUDS @ 16" o.c. R19 INSULATION 13'4" 4 mil POLY .B. 1/2" DRYWALL I, TAPED & SANDED 9'- " CEI z0- GREAT ROOM VAULTED CEILING 00 MASTER BEDROOM 9'-0" CEILING P z w z oo F N a. zz _ _ _ _ _ _ VAULT w TYPICAL 2x4 WALL: PEAK _ _ _ - - - - - 1/2" DRYWALL TAPED & SANDED °Q 2x4 STUDS @ 16" o.c. T-6" 3'_6" 6'-6" i ;p„ 1/2" DRYWALL 30° TAPED & SANDED 16R DN 7 77 . BA 04- 60° 24 9-0" CEIi ~ LINEN wIuu- 2-4- =)I, >I9 ENTRY VAULTED CEILING n A✓ qN I M OFFICE 9'-0" CEILING EMp• T A SOM AB 3'-0" GIRDER TRUSS _ _ _ - n. q ~ N COVERED PORCH 6'-0" x 6'-0" J CONCRETE O N I ~ !I 6'-10" 3'-0" 6'-0" J u~ 26'-0" ~I;I 14'-0" 6 3 i PRE-ENGINEERED RODE. TRUSSES @ 24" O.C. 16'-0" 12'-0" Wisconsin Depa of merq& S IL E/1~. ~4~1. PORT Page /of Division of Safety a ildi ' ~-+~n accordance with mm 85, Wis. Adm. Core my r Attach complete han 8 1/2 x 11 ' chesUAiye. Ila/~m➢1 include, but not limited to: vertical and horizontal reference int (BM), diredio}}~5 am o Parcel I.D D 7 f percent slope, scale or dimensions, north arrow, and locati n and ce to nearest road ROIX COUNTY Review 11 Date Please print aft fnformati Personal information you provide may be used for secondary purposes (Privacy Law, s. property Own Property Loca"tion~ v ~ Govt. Lot ,5Cj 1/4 5,6114 S ~-3 T 7 N R E (or W 7IZ 'Proper(y Owner's Mailing Address Lot # Block # Subd. Name or CSIM / l city State Zip Code Phone Number ❑ City ❑ Vil ge own Nearest Ro $'7 ew Construction Use: esidential /Number of bedrooms. 7=/ Code derived design flow rate GPD 74 ❑ Replacement ❑ Public comme I` Describe: Parent material 3/ ' Flood Plain elevation ' applica le - ft. GenerW comments e, aril recommendations: f f~ 3, or, tA✓ System Type ©yt/IJ of I ~ System Elevation 7` S/ 7 -7r 3 Boring 71 # Boring 1 vc Pit Ground surface elev. ft. Depth to limiting factor_ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2 0-Iz- J6,, 31-L Z 113 7, s; S r~rn s-_ m r.r~ r 0 G j1 m 1l;~- ,'v1 Nl , T Wng# ❑ Boring it Ground surface elev. t1v' ft. Depth to limiting factor 1l in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 10 t2 s 0 r e s 7L, IQ- ow b 3 -1® ,a /o - 5 k n-rpr -t) CL Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < 150 rng/L ' Effluent #2 = BOD < 30 mg/.-and TSS < 30 mglL CST N" {Please PrVQ Signs CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Fvalu tion Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 540^ - 715-246-4516 .l { Property Owner Parcel ID # Page of 1,31 Boring # ❑ Boring Kpit Ground surface elev. ft. Depth to limiting factor //[/.L in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/T in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 rn-1 r- rk-If r' a r .0 3 ea 07eb i .I F Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 `Eff#2 ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. F-1 ❑ Pit Soil Application Rate Horizon 'depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff91 •Eff#2 • Effluent #1 = BODE > 30:S 220 mg/L and TSS >30 < 150 mgA. • Effluent #2 = BODS 130 mgA. and TSS < 30 mg/l. 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 department at 608-266-3151 or TTY 608-2648777. SOD4330 OL6Po0) - Soil Test Plot Plan ' Project Name Hudson Holdings LLC S ird Address 703 Pine St. N. ' AHudson Wi 54016 , STM #226900 i~X Lot 1 Subdivision Yellowstone Valley Date 4/26/06 S W 1/4 SE 1/4S 13 T 29 N/R19 W Township Hudson Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Wood Corner Post System Elevation 97.5/97.3 *HRpSame as Benchmark Alternate Benchmark Top of 1/2' pipe @ 96.5' 469' Property Line Scale is 1" = 40' unless otherwise noted 70' B.M. 101' ~At1.B.M. B-3 3% Slope 0150' 25' B-2 90' B-1 102' 806' Property Line I OF 1 Parcel 020-1474-01-000 03/19/2015 PAGE E 04:17 PM F 1 Alt. Parcel M 13.29.19.2998 020 - TOWN OF HUDSON Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 10/04/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - PRASCHAK, ALYSSA E & AARON M ALYSSA E & AARON M PRASCHAK 1415 4TH AVE BALDWIN WI 54002 Property Address(es): * = Primary * 871 YELLOWSTONE TRL Districts: SC = School SP = Special Type Dist # Description SC 2611 SCH DIST OF HUDSON SP 1700 WITC Notes: Legal Description: Acres: 2.108 SEC 13 T29N R19W PT SW SE BEING PT LOT 7 CSM 9/2513 (26.393 AC)) NKA YELLOWSTONE Parcel History: VALLEY LOT 1 (2.108AC) Date Doc # Vol/Page Type 07/15/2014 998560 WD 10/04/2006 835928 WD 10/04/2006 835927 11/0013 PLAT 10/04/2006 835926 WD more.- Plat: * = Primary Tract: (S-T-R 40%160% GL) Block/Condo Bldg: * 11-013-YELLOWSTONE VALLEY 020/06 LOT 13-29N-19W SW SE LOT 01 2015 SUMMARY Bill M Fair Market Value: Assessed with: Use Value Assessment Valuations' Last Changed: 07/18/2012 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 2.108 400 0 400 NO I, Totals for 2015: General Property 2.108 400 0 400 Woodland 0.000 0 0 Totals for 2014: General Property 2.108 400 0 400 oolan0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 i OT 5 94.2 / \ LC- J END DRIVEWA 10' W CONSTRUCTION \ \ DRIVEWA 98. \ \ 9 • PINST ~ \ \ \ / 99. INV~ \ POND 8 \ HWL=996.00 \ lojp 1- 1--26 05.51 8 \ ft:No / 9%96. 8 go.k \ / 100` V 4 BERM / 10 WEIR \ SEE SHEET 10 10' WEIR-- 1 o •