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HomeMy WebLinkAbout020-1494-03-110Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: Hidden Waters of St Croix City Village Township TOWN OF HUDSON CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION TYPE MAN URER CAPACITY Septic • l Dosing L • Aeration !-O-�l . 1 -1 -� TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic 49, Dosing Aeration Holding ELEVATION DATA County: St. Croix Sanitary Permit No: 651302 State Plan ID No: Parcel Tax No: 020-1494-03-110 Section/Town/Range/Map No: 1 29.19.3176 STATION BS HI FS ELEV. Benchmark lei Alt. BM Bldg. Sewer a6_1 St/Ht Inlet y St/Ht Outlet 9q.1 Inlet lei Dt Bo om Header/Man. Dist. Pipe Bot. System Final Grade 2 Cover BED/TRENCH DIMENSIONS Width❑ Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth SETBACK INFORMATION SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHAMBER OR UNIT M ac r r: • Of System: Tyrim \rt &I i tim � M I Number: DISTRIBUTION SYSTEM - Distribution Hole Size acing Vent to Air ke [Header/Manifold Pipe(s) ngth Dia Length Dia Spacing SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Only Depth Over Bed/Trench Center ,v Depth Over Bed/Tr ch Edges xx Depth of xx Seeded/Sod Iched • Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 1037 MOON GLOW RD 1. Alt BM Description = rr• r� � ?-� 0"'Sew rvIvoA p irl 2.) Bldg sewer length = 7AI%% * • - amount of cover =. wo ��� o+\ . �� Plan revision Required? ❑ Yes No 3 Use other side for additional information. SBD-6710 (R.3/97) Date nsepctor's Signature Cert. No. _= I - - , - 1. - - =77, rah h" .�R. n"ll m. w ; i.. , ' 6. 1IPA 1 s '„ 1, +l,:a �y IF ; ► "� 1�y�' - �.m�a Mni u 1 �M �. +h wY tip ai � * °•,� to chwin mig a zmi=y pmma'_ NoW fims POWTS m m*mw to erect (W&Nilia =air@ tht IV WA hafiNkow smkm pwww a rw pmvi& wy ba md fiff n Lam4 & aR� IL AM WATeRv�s nF �5-) Ll--C I '99 t4 9� Ro R 0 II v 0 -s 0r -vvLJ 0 ,t L7C - P% LEI e ar 17miTy Dvmfts- i 7 r af2Wdn=w Lli Subdivision Name I � I i Bled; ft 1 u 1 =rat=tit — D r e. k t i :v CSM liumb w ty of L'Volow of m .1 _ w ^ ahmmof .. HIM Systm LJD&Pr rylodiftagen to Edoft Syamn (azoaM) Pramomeaw 11"I'Unk (explain) livid" Site Maizmr1,04Lk2,TTyP( :'4 4 z, i �, 40 M � � 0, arm, Me t - I 0t; N ny :and D I Etoo 02 2 Diemmil a-Lo. RAW JrL_._3 - i 1 y32= men aft 7. i TOW l.0 4 A - .I . vse_ a s r.1►' CL, Flem F Io 1 ),301202 3 3) AV "4�n� C., U,�R4W7_�(tU P — znZ3— os3 � � SYSTEM OWNER: 5 1. Septic tank, effluent filter and dispersal III `{ MA*&—M&av_ ww�* 6— rUAA4 mint be serviced J maintained as per management plan prcVded by plumber. 5� W(swJ � � ,M.ov � POLO'TS -lam k IVI�AsN-�L a 2. All setback requirements must be maintained as per applicaUle pride f nrdinancas. &% a r + f 111DbEp AVF 0...S o 1:7 Sr Coo R..,Ol L-La Hlot,g�o vVATeQS SYv I) N s it, T zq NIR )4 1N A Mai Z 1,6P bt,- .Tbp OF `Jli� SU W I�PE t� S D(C gO�iW� Lam �.r...� OONVENT10NAL COMPONENT D-M--M � A W = IPIFAWAW 4iweO' WAVtr),%I%c.-,% or 57 Cf2vx LLC � , s7 CRax •rarr.w.a NiOT�� WAR lwro�we� 620^ 149 4 - 643 0 ■ Pool lasec�ef POPS p"D4 /"*i IWr��isr� fY't Yrl��l/Yn •. Pop? AamLft&dLTmUmftw pops 9-020 pope I�ISY11r�igy�lV� wr.n...� :Se16x u..wwwer MPv_S z �z3Z4'-Z arc °IIZ57Z3 Moog* wa�w�w 't15'i�il-3y50 ��ii�llrlr��rlAiJ��r�O��tM■�1Nr�Owl�Mlrl�irl�f��iR�IAWp �t !A IfiDbEP VAIZ--O,,S o H Sr Cooft-614- L-La Lolk-or A Hlobig.0 vJATeQS <;K I1y SYv I) q s it, -r zq NIR)q IN A Mai Z 1,6P bt,- .Tbp OF `Jli� SU W I�PE t� S D(C gO�iW� ■ r ■ ■ ■ r � � 1 a qb ■ 0 r � a w ow7!_ re i s • r • A V1ii sconsDepartment of S a f e- ilLy rind P re fe s sio n a] Services Page of Division af Iridustry Sef-vices SOIL EVALUATION REPORT 6 5:r, 2v 2 3., 516 1 2 6 2023 r F In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less th+ 8 1/2 x 11 inches in size, Plan must incl�jde, but not limited to-, verflcal and'horizonjal refereoce point (BM), direction and percent slope, Parcel I-D. scale or dimennsionz>,'Aarth arrow, arud Ioi:�ationhnd distance to, ne-are'st road. 9 Lf Please print all information. Re iiewed by Date Personal information Lou provide majy be -used for secoidary purposes (Privacy Law, s. IL.04 1 1 Prope weer Property Location 11 ft. N R E Govt. Lot 4 L Property Owners Mailing Address Lint 4 Block 4 Subd. Name or CSM# em City State Zip Code Phone Number ❑ city Village Town Nearest Road New Constrtiction use.: Rr-sidet-it-f�l/Numberofbedrooms Replacement D Public or commercial - Describe - Parent material General comments and recomme 1 abLions- :2 c, -C s fie.19. v---' < aLL ar � s I&t Boring # Code derived design flow rate GPD Flood P[an elevation if applicable J: El Boring A pit Ground surface elev, ft. III Depth to limiting factor in. Horizon Depth Dominant Color Redox Description Texture Structure Consiste ce Boundary Roots In- Mansell Qu. A7, cont. Color Gr. Sz. Sh, SoiJ Application Rate GPD/Ft 2 1Eff#1 *Eff#2 1� El BoringrP ho pit Ground su-face elev. ft. Depth to Ii-,niting factor in, Horizon Depth In. Dominant Color Munsell Redox Description Qu, Az. Cont, Calor Texture Structure Gr. Sz- Sh, Consistence Boundary Roots D)Ft "Eff#1 *Eff#2 L2 CST N2Me Pleaa Pr7rat) Signature C CST Niimber Address Date Evaluatiop Condudgtd Telephpnellure r /C) .5�--92& 5BD-8330 (H0411 5) R Burin # El Boring e �$1 79 Pit Ground surface elev. t"''"""p Depth to limiting factor in. Sail Aoolicatian Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#.I *Eff#2 tq /OVA ��12, r; rn Z book 6 rr-) Baring # ❑ Baring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. ,';nil Annlinatian Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe *Eff#1 *Eff#2 Baring # ❑ Baring ❑ Pit Ground surface elev. fit. Depth to limiting factor in. Sail Application Rate Horizon Depth Dominant Color In. Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFe *Eff#1 *Eff#2 * Effluent #1 = BQD, > 30:5 220 mg/L and TSS > 30:5 150 mg/L * Effluent #2 = BCD, > 30:5 220 mg1L and TSS ? 30:5 150 mg1L It 'I _ ..IIL, I' Wisconsin Department of Commerce Safety and Building Division PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: Hidden Waters of St Croix City Village Township TOWN OF HUDSON CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM ELEVATION DATA County: St. Croix Sanitary Permit No: 651302 State Plan ID No: Parcel Tax No: 020-1494-03-110 Section/Town/Range/Map No: 12.29.19.3176 STATION BS HI FS ELEV. Benchmark Alt. BM Bldg. Sewer St/Ht Inlet St/Ht Outlet Dt Inlet Dt Bottom Header/Man. Dist. Pipe Bot. System Final Grade St Cover BED/TRENCH DIMENSIONS Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth SETBACK INFORMATION SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHAMBER OR UNIT Manufacturer: Type Of System: 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 ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepencies, persons present, etc.) Location: 1037 MOON GLOW RD 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? ❑ Yes ❑ No Use other side for additional information. Date SBD-6710 (R.3/97) Inspection #1: Insepctor's Signature Inspection #2: Cert. No. I IFJ� 7F IndusqU Servkw Divb&m 4 4M mc&ean Ya* way i Mzdimn, V/1 &-Mim Pon& SEP 2 5 2023 M�CW be GW ivk by CD.) 118 P.O. 9=, 7162 M-AEop. VVI 53707-7162 iL 1 40 1 7 -7 IF. U,j dL w I Ito 1-4�t _W,, T7, T jj�p- t7j. -& �- if I J j 1 777 t.' 7 75 -1 't 11777-+ ,, 110ir - �PL-vij 1s'ijr"P-U L -0 1777; F LL..i. �" 4L 71- MI 1 7 Forum i. ML P ny 111 A 1;4 4k, %L1 P��Tbu'4 Ad&,= VSKIQ1, C-Ity, Sfnu�, Zip CaAh� fbr �Jrj Ill, Jilts 1111� SYSTEM OWNER 1 SeptIc tank, of filter and dispersal cell must be serviced / Ana Wained as per management plan provided by plumber, 2. All setba c k faq u i rements m u st be maintai ned as per applicable code / ordinances. L'741 Pr,0AVU-r, Faymit W=bw CH U2�; LL�L� -Wd Dow— MMIC2 A ftr icyt4z�r� *too Pawn r-�-.ym vn- tUon2L- :,%nl 3 ) E�'ce cKo7v3.xr bz TA� 5e-f.�4zCl. 5� -CGe. � LZse Per,A-C-A-4-C frd�Q 6 %C�- U &.V\ MP= L S 8- 10"63-9 C Clz . a 312 1 ) �lbvcv,jl wpc'cE2S of Srt eRa)L uQ LCrr I 1 'I1kflOE 0 NAME.- aS 5E ()y SW IAI s 12 T Zq N 1 R A VV tlu t�so n� ��s p sT OQLL O'N V. M4R.5 z�3 z`tZ NI qzq 6EhY:tV'1H�K�2 TC�P 0� Qm1 Z78 0� RB� v 60 (L LAP IIJ% .Sc. PLC I � - SO i git)DeO' WAVUs or- 57 Cf�oiy-- LLC wt fG '/q S W I �r, T Zci IS P, I q W r.,.ris 1-IUSp�N C K(SI Y*41w ��rs,rr.wws ODE-l� WATER ALMLe.� II DoeroN-Oe.: bzo- 149 Ll- 63- 110 Pop Ytlotrd� !tea wrr.a�waa.r� has N.r� rips r�rr.�o wr■r�w llqPO W�rllrl •, PqsT �CIoltCYMel7Yu1[II�alrrro�P61�1 hps Pp�Y C�Iv/hl �� A�pppl,leiC tetl" k flow Plus �'e�� '�K _um.xmr.: nnaRs zZ3a�iz. � mmw °I z5� 1Z3 - woe�waw 715�'�1�i1-�'158 ryriiArnlsfrMl�il�w1�+MlIM�M�AI��itM�wr�1�1S1�1�0 �tA �,��Ip1�i� �AtA1X POW �lbvcv,jl wpcvE2S of Srt cRaA- uQ LCrr I 1 ')1kflOE 0 NAME.- aS 5E ()y SW IAI s 12 T Zq N 1 R A VV tlu t�so n� ��s p sT OQLL O'N V. M4R.5 z�3 z`tZ 9Z9 6EhY:tV'1H�K�2 TC�P 0� Qm1 0C.EL'9Z78 0� RB� v 60 (L LAP IIJ% .Sc. PLC I � - SO i w.�oo...bax� �N�cT�ATue. licK y +mpAft Zck waaRae�o. ea�g- - -- .--amaF+�.waqft aad u.�, Fbw.�,.eo� �pre.�a� rtn . ? v em• 9 `f lmrwd ZZd- ImYaradk Rome Our W About Us cant The lifebme filter TMPtV*b*ffi lh� �rfl�er �. Isar R duet en ft ���ar�d �ft�SF rlid! �]� err. ire tre ed d rem tbevwmp*cfamof the Since -Piece Rter Case Heavy -Duty outlet d,rhe�7'outie��s���kd i� m a�� Motu isW*21 NoIde( gin Support Hubs T!� i�ert�s x � ��wppa� h�sprf of the � Saw Money Now rw Affft tamct!►2 10 I l 1 * 0 } �s IL s POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page I of Ire FILE INFORMATION Owner 0 ioc)EP WRTIZV-.4 6 E �S_f iZ�j L L� Permit T # Number of Bedrooms E3 NA Number of Public Facility Units XN A Estimated flow (average) gal/day Design flow (peak), (Estimated x 11.5� galidsy 'Soil Appilcation Rate c7 gal/d,2y/W Standard Influent/Effluent 0_uakly Momhly aver -age, Fats, OH & Gfease (FOG) 53,0 mg/L Biochemical Oxygen Demand (60D,,;) :��220 mca E3 NA Total Suspended Solids tTSS) :5150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BOD.) 0 mg/L Total Suspended Sofids (TSS) 530 mg/L P&NA Fecal Coliform (geometric mean) -5 10' cfu / 1 00M I Maximunn Effluent Particle Size Yr3 in dia. UhNA Other: 0 NA "Values typical for domestic wastewater and se. plic tank effluent. W1WRIZ10-190 I- pyi-4MUF-1111 Septic Tank Capacity a0A Septican Manufactu;rer L1 NA Effluent Filter M anuf acturer 1:1 NA Effluent Filter Model ED N, A Pump Tank rapacity gal Pump Tank Manu,factwer I ,;4kN A Pump M an u f actu re r ANA Pump Model ;kNA Pretreatment Unix 0 Sand !Gj-,,�mel Filter 0 Mechanicat Aeration Cl Disinfection Cl Peat Filter 0 Wetland 0 Other: Dispersal Cellls� J0:4n-Ground (gravity) 0 At -Grade, 1:1 Drip-L-ine 0 NA 0 In -Ground (Pressurized) 0 Mound 0 Other: Other-. F1 NA Other: 13 NA Other: 0 NA SeMc e Event Service Frequency Inspect con tin of wnk(s) At least once. every: L1 month (s) (Max3 year Ayearl's) imum s) 0 NA Purnp out contents of tankis) When combined sludge and scum equal s one-third (Y.) of tank volume 0 NA Inspect dispersal cell(s) At least once every, 0 month (s) (Ma,%Irnum 3 years) El NA Clean effluent filter At least once every,.,, 0.monthfs) 0 NA Inspect PUMPr pump controls & alarm At laast once, every: 0 rnonth(s) 0 year(sl N A Flush laterals and pressure test At least once every; '0 rno0 n'th(s� year(s) NA Other: At least once every: 0 month(s) El years) NA Other- 0 VA MAINTENANCE WSTRUCTIONS Intions of tanks and dispersal cells shall be madam Icy aIndividual carrying one of the following licenses or certifications: Ications: Master Plumber; Masler Plumber Restricted Beyer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator, Tank inspections must include a ViSLiai inSpeCtion of the tanL*) t� identify any missing or broken hardware, identify any cracks or leaks, measure the volume of cor-obined altidge and scum and to check for any back up or ponding of effluent on the ground suirface. r_,J -ck for any ponding The dispersal cefl(s) small be visu Ily inspected to check the of levels in the observation pipes and to che of a ff luent on the ground surface. -CI)a ponding of L-ff lu en t on the ground, surface may indle ate a f, al-fing candftion and requires the immediate notification of Thq local regulatory authority. When the combined accumulation of sludge and scum in nry tanL equals one-third (Y t ) or more ol 1he Tank volume, thc: c---,,ririre contents of the tank shall he removed by a Septaarvicing Operator and disposed of in accordance with chapter NR I 1'_71 W-1sconsin Administrative Code. All other services, including but not limited to the servicing of effluem fitters,. mechanical or pressuri7ed CoMponret) ls, pretreatment Ljnits r and any servicing at intervals of :02 months, shall be perfarrned by a certified POS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. ST CR(aI SANITARY SYSTEM File 1UNTY Office Use Only -- - O W N E R S H I PIAD D R E S S FORM Created 212021 Community Development Department will utilize this information to provide tihe property owner with information regarding operation and maintenance of your new or replacement sanitary system! This information Zvi ll he provided' as part of our ongoing efforts to protect public health, your vvell, groundwater, SLJI'face vater, property values, and county resources. Once approved, this completed fora) and educational information vjill be sent to you by email. If you would like to view your !SSIJpd C'anitary permit online, you can do so by using the Pro ertv Files Scanned weblink. F 1 !1! AA yj 4 f a I Z I I � U18 iky� r1l "t III Owner/Buyer Hidden Waters of St. Croix LLC Mailing Address 1037 Moon Glow Road City/State/Zip Hudson, VVII 54016 Phone Numiber (required)715-377-1555 Email Address (require"] ciara@hartmanhomesinc.com 'L I . . ........ . — Parcel Identification Number 020-1494-03-110 (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Property Lcc_a,tion SE 41 SW 14 0 Sec, 12-IOT 29 N R19 W, Town of -Hudson Subdivision Plat: Hidden Waters Certified Survey Map # Number of bedi�ooms 4 New Property Address (Staff 111�11�ls) I Volume , Page v (before 2006)Volume —, Page --� ,. Lot # 11 1. Spec house 0 yes 0 no Lot lines identifiable 0 yes E3 no OFFICE USE ONLY (Verification of new address required frorn Community Developt-ner"t Dep,�i�rtment for new constructilom) (Date) Mis form nlust be- sobmitted witi) oll Pri'vote Oresit e Wwter Treatment System (POWTS) oppficorions. New System: IfiIL)de v1,41rh this form a recorded warront deed from the Re 'sre Li P Y _q I -rof Deeds Office Goda copy of Niv survey map if reference 1-5 r77Gde it) the wt7rrrm ty deeGf. Cornrnwiity Developi-nent Department — Land Use Division 715-386-4680 St. Croix County Government Center 715-245-4250 Fax cdd2sccwi.aov 1101 Carmicha c-1 Poad, Hudson, Wl 54016 WWW, S cc W I. Q 0 EXHIBIT The SE% of the SW% of Section 12; and The NE% of the NWl of Section 13 EXCEPTING THEREFROM Lots 1 and 2 of Certified Survey Map filed January 12, 2017 in Vol. 28 of C.S.M., pg. 5302, as Doc. No. 1a419o8; and Lot 1 of Certified Survey Map filed November 4, 2010 in Vol. 24 of C.S.M., pg. 5743, as Doc. No. 926215 located in the NW% of the N E% of Section 13; ALL LOCATED in Township 29 North, Range 19 West, Town of Hudson, St. Croix County, Wisconsin. PI D No. 020-1015-20-000 P i D No. 020-1017-00-000 PID No. 020-1015-70-010 St. Croix County 1107898 Page 2 of 2 State Kir of Wisc;1ilmn Form 1-2003 NVARRANIA' DEED Document Number 11 Document N�irnv THIS DEED_ made between Jamie (AvPC 3F1d ( 'Arf)k n GrIJI)V, 111141AIld 'A Ild ife he rc i nafter --( ;ranter." \k hether onC ()F M01'C'l, CLAIVC VS �1 lid Warra ii ts to I I id den water-N (arst. (,ruix LLC, a Wis-cuusizi Iiiiii1ed Ijai)llity company ( hereinafter -Grantee." whethey one or morc), thc following de -scribed real f_--statt in St. Croi:x County, State of Wisconsin: SEE A7TACI I ED I - X I I I 1i Il A Excerikiii !ki �vaj-iamivs: easements, restrictions and covenams of rcuiTd- hj43hW.J� stTeet rights of w-,.I and MuniL:,ipal and z(..)ning or-dinances and agreements entered, under theni-, and further except rc.a.1 estate taxes acauzng in the year of this conve-jvan(:i., Dated � f.. j ry Jet, e 61,11Ix- Carol va 6rup� A I " TJ 1 FN.­r T c �k i, i () N q , j 2 4 4 T x : 4 "') 9 9 0-13 4 1107898 BETH PrST REGISTER OF DEEDS ST, CROIX Me W'I 07/24/2020 01:35 PM EXEMPT#- REC FEE 30,00 TRANS FEE 900.00 PAGES: 2 R�:� Area Name and Rcrurti Addres�• St. Crnix Cnunuv Ah-,iru-t &"Fide Co., Inc. 57 5 N. K:1o%v le', 1%A C , '-1 L;'! IL' New kichnnund, 34017 PID No, 020 1015-210-WO 0210- t 017-(X)-0M 020 1016-70 010 p,trccl Nr,[Tnhcr (PIN) This IS INUThnmesicad proputy. CHANTEL LUKE Notary PUD11C ACKNOW LEDGIANTEiNN' S'TAT1,-'0F WIS(T)NSIN' autlicnticilted on TY S1. Croix (.'OtjN TITLE: MEMBER STAT11'. 13AR OF WISCONSIN (if not, authorized by Wis. Siai. § 706.06) I I I I S I NST R U M F+ NT D RAF rTT D BY .- S1. Crtli\ Cc%'ITI ty Ah�,lraci &- 'ri-,ie 'ti_ Inc. by Ajukca S al `,,c it uk ,;, 11[ 1 it t Gi ('ATUWAII L b- I , 20-s NJ L'.iMC �ILfi)rC 111L! Orl -7/6) "IX I 1asi1iv(.1,rtip-e2ind Vat-()kii Gi-upttiqsband -go [I d 'A i fu io me know-ii tip lie Oic persnn(s) who ihe toTeg()ing C N(�u T � PLJ1!j WiSC011','ill Niy (,_omniV-Si011 (iS Pelnli,"111011L) (CXPi1FCS (Si gm.itures may be tell I 1w ritj ci�i R P(I 1,1F :4( kn0WjV(JgVtj� IfiP113 '11T TI(It necr%sar-Y.1 i L-, IS A ST,%, ND AR D FO IL%L A.N)' N 10 1) 11 1 C \ 110 ;NS TO T1 JIS J_() NiRBE CLEe%RLY 1DFN­Y1F11`D4 21,03 S YA I 1-14AR Lff WIS( 0.NLs1.N k 0 RA I N 0 � i - 2 NO wwmblnluffl� I I I I AR251 AR251J ------------------------------- ---------- - - - - - - - - - - - - - - - - - -- _... I,"Vf . PLR YRU55L`9 27 K*NUF. FLR YRV5 5E5 — { I )NINDOW5 TO BE ANDER5EN 400 SERIES I T I I I T I I I ' I TOP OF FINISHED YVNPOY49 I TO MATCH TOP OF FINISHED I I I ',• MEDIA ROOM 24'-b" CLG 24'-5•x15'-'r i j PATIO DOORS- I CARPET FLR R ` I PROYIDE FLUSH HEADERS I ' I I ® LOWER LEVEL WINDOWS 8 EXTERIOR DOOR LOCATIONS I . tl I 1 1 5HT#1.2 SHT#5.1 --- - _.....-.....-... --� I 94' m oli - I■ ■ 0 TILE FLR `A' I Ili In Ia I I I .•. _ � `�OT�FLV5H HEADER I PROVIDEENGINEEREDSTUDS ® IT --------------r T I I 5HOWERWALLS & ALL CABINET BACK HALLWAY rose LOCATIONS K COUNTERS CARPET FLR I ': I I I STORAGE ROOM ICI >e•re + I I I UNFINISHED 1 ----- ----- I I GONG. FLOOR I 9.-..POUREV I I I -------------- I I FOUNDATIONYVALLS I! I FURNAGEI E%LMNGE I f I I • I I ' 20hN1HUF_ FLR TRUSSES I I I I I I [ 1ax°c. MEGFEE UNFINISHED T T T I I---------------------- ---1 GONG. FLOOR — — — — — — — — — — — — — — — — — — — — — — — — — I• I I L---- ---- r---- ----- REF I �FROIP05EV LOWER LEVEL FLOOR PLANALE: 1/4" _» 1'•O" I I PLAN NOTES: I I I I 1) ALL HEADERS TO BE 2" % 10'"5 UNLF55 NOTED OTHERWI5E ON PLAN. I 2) GENERAL CONTRACTOR TO VERIFY K FLOOR TRUSS MANUFACTURE ALL SIZES AND SUPPORT BEAMS L15TED PRIOR TO CONSTRUCTION, I I in 3) 4' MAX OPENING IN ALL GUARDRAILS. I I 4) GUARDRAIL REQUIRED ON OPEN SIDE OF ANY STAIR MORE THAN 30' ABOVE FLOOR. 5) PROVIDE SMOKE DETECTORS IN EVERY BEDROOM AND THE CORRIDOR GIVING ACCESS TO THE BEDROOM ON EACH FLOOR INCLUDING THE BASEMENT AND IN ANY ROOM THAT I i HAS A CEILING HEIGHT MORE THAN 24" HIGHER THAN A CORRIDOR GIVING ACCESS I I TO THE BEDROOMS. b) PROYIDE SOLID BLOCKING @ ALL SUPPORT BEAMS, MIGROLAM'S a. GIRDER TRUSSES TO I i POINT LOADS. T) SEE PLAN FOR WINDOW SIZES 8 TOP OF WINDOW ELEVATIONS. -79 l-L _______ 14'-------- 24` 51, 55' I. I I'•I r I�.I _______---' n I I I•.i • ICI I I 10 --- —��___ 10 I II LL 5 :) ;E ----A�5/�2 ��.:�}pM��w //��� MOT 1�w tiGJ1171 f�i TIN .'5M Of V F0. -'t LUV : VIAW MK C ': �: Wd'ZCO• i0:�'^F *+SSE 114Wl.!' •tl.' •Ie1li •••F rOIY� •O eeYPe►�A•1M reOPu•M4 �K' ••�••l f••••�+Pe WwM- 7VI�Lfn44L.wY• kr {Nwe�•YW .G •Nd•.•Y e m�law-I e r wee rmr�w r s� E Y - T D O , �► J All A • • •— Cr Y 0 • .1 I+ • 1 It 1 1 1 ?1 t ♦• t J fl3 wt � t sl :t 3 •3 � r _ LL W ° 0 O QI S N E�1; w..r o LL LL 0 z V •. n ■ x z • 2 ■�LLc i ��+ � a o w z ❑ ju � ► m m e4i gY v � m > a V GY o' m CI R{ ••' 1[1 .0 P• nO O' Juw Im. 202-1 20P 10 tuber IM 2D29 Rev 1 1 1 SHT#1.2 SHTg5.1 5HT#5.2 94' 14' 9'-1 11B" MAIN LEVEL YWALL5 11'-b" GREAT ROOM MALLS (VAULTED GLG) WINDOWS TO BE ANDERSEN 400 SERIES I 3 SEASON PORCH VAULTED GLG 14'-0' X 14'-0" TILE FLOOR W I i I J ' o UP 18' 29' B' 18' 21' f I COVERED DECK I d, TOP OF FINt5HED Y4INDOYV5 TO MATCH TOP OF FIN15HED PATIO DOORS. 16-0•xt2'a' TREX FLOOR I '- fl C4 r 'w o,pn8080 _ I a PROVIDE ENGINEERED STUDS @ 5HOY4ER WALL5 & ALL CABINET DINETTE LOCATIONS M COUNTERS WET BAR a-0" GLG 9'-10' X 1-T I i HROND FLR _ I of *" AR201 AR261 AR2ai ivxre Cx16 Cx16 TILE FLR I JY KITCHEN T-o" GLG I \ / THE \ 22-11 / _ , 11'•11"X1T'4" HRDWD FLR i in 13116 5'-11 1/4" 3'-0 13/1 ' / GX16 P4560 Gx1(2 CX16 ITE_ 5'4'X PLATFORM 14'0- WNE5 SUITE q-0LGSTOGE Fill6' 12-TZ CARPET FLR BED O &REAT ROOM I I� VAULTED I 1 1 i 5HT#5.0 \ 12 6" X 11 0' CARPET FLR — I S 16'-0• X 16'-0" I HI RDs ID FLR — '� LIG ry yexrv.zr BATH#2 j p __ I •••T I I OWNERS BATH 111 TILE FLR cv r TILE FLIR Rr F* a / . MY no r / \ / p , I 1exeV Ln iex ----- REAR FOYER G0. _ ��- .4w $ r — — — l 1 I I x xxnoco �uxsn zERoeNrrcr y ,a _ aaX661,� HALLWAY aue.r•Irwva X w I 10'-0' GLG WMfC.tN ° g 5HT#1.1 ry '���- HRDWD Fl R PANTRY I [ I 5'-7' X 4-11' i HRDrtD FLR ,ex10 CARPET FLR $ sHor+ER x gexev •eY >z /-------------- ImcasH¢P --• DkN]NG ROOM FRONT FOYER -6" GLG _ ➢ OWNER5Y•LI.C. 6/j"X9-91' LAUNDRY BATH *a T"-has DD _ 1'-0'X1i•1t HRDWD FLR ( _ HRDWDFLRT•LG g 1. r TILE FLR 9'-111X 10'-0" 3 CARPET FLR a-0" GLG HRVIND FLR f e r a u„ PROP05ED MAIN LEVEL FLOOR PLAN ' I IN ARCH TRANS y t l,J14T.IN GLQAEr UwT L H 25' b• _ SCALE: 1/4" = 1'-0 `^ I PLAN NOTES I Gx16 Cx16 Cx16 14 Gx14 AR2e1 AR.291 1)ALL HEADERS TO BE 2' X 10'5 VNLE55 NOTED OTHE"SFON PLAN. I 2) GENERAL. CONTRACTOR TO VERIFY Irit FLOOR TRUSS MANUFACTURE ALL SIZES AND SUPPORT BEAMS LISTED PRIOR TO CONSTRUCTION. p1 m °I I I t 12' I I b' 21'4V < j1 — jj 11 1 II 1 I I tTf 3)4"MAXOPENINGINALLGUARDRAILS. 4) GUARDRAIL REQUIRED ON OPEN SIDE OF ANY 5TAIR MORE THAN 30' ABOVE FLOOR. 5) PROVIDE SMOKE DETECTORS IN EVERY 6EDROOM AND THE CORRIDOR GIVING ACCESS i TO THE BEDROOM ON EACH FLOOR INCLUDING THE BASEMENT AND IN ANY ROOM THAT I HAS A CEILING HEIGHT MORE THAN 24" HIGHER THAN A CORRIDOR GIVING ACCESS I I ry TO THE BEDROOMS. 6) PROVIDE 501-I0 BLOCKING @ ALL 561PPORT BEAMS. MIGROLAM'S & GMDER TRUSSES TO POINT LOAD5. 7) SEE PLAN FOR WINDOW 51ZE5 & TOP OF WINDOW ELEVATIONS. I11 _ ^ — — — — —IL < q'-3" q'-3" 10'-6' 10' �Y AR2at AR291 AR29t GX16 Gx16 CXt6 14' 1l' 24' 31' 39' 94' A 5'� LEASE :)RAwM.5 NOT FOR MNSTWTIM 1 ♦�,� ew wreer+n, . ae.. w or.. nww p aiA'�Y fCtiYC MY�O\[PA�CY"rl�h. "s+�®w qew �e,1 M��<-a�ea.rravo�cro� �bec+rrw� e.�aaeu»»woa�u ro.w �cw mrreca A Wisconsin Departm 61 SO ety and P pac D iv isi a n of I n d u stry $ervi ces ro f eltr I Sew? S _LL�_ J 4 1 (­'� f -11 ry [L EVALUATION LPO T [017 Glow cajntN eOt Cf 0 1)�J[) 4 County ca S P S 3 8 5. Wi s, tvJ m. 0ade L 7 Attach complete site plan n p n 8 1/2.x mches in s-- Pi an must include, but not. limited to: vertical aontal reference point (BW, direction anc percent slope, -scale or dirnenstons, north arrow. and localfci 9-di to r'earesl road_ Pleaseprint a:11 Informroll. R r bar14 Pers-onal In-formatJion ynu provide may be used log se;ors dary [jurposes> �Pr;va'.Y Lj-"%'�;, s. 15_04(1).'P)f 'Viola f Property Owner Prciperty Locate Property 0 N R S T VJ el — Ir- Property Owr F'S Mal ling AOdress Lot 4 1 Blric* # qub.-Jj. Na-1,e cve�M ap City S t ate Zip Cod 11 Phone Number C i ty Vilfage Town Nearest Road C' en 10V JJ-L' L 5.v "'onstruction U Re.:,:acarnent Public c r c,,an­irnerc:a1 - Descl, pe: P@"e,nt material OLS ki IF en e ral c orri ri-i e n is a n d reco m menid iab GB S: a4d 7M i C &Ao Code derived de s i q n flow ra t 6 j L,," G PD sto wp( Flood Plan if aC-pjicable 51 Vk.011.3 VILL 0 r4L iikispECSA ll ceck hV! 0q j AA Lov% A A ri 7T_)1 IF coo I E1 AL 01 Bodng � # Ground svface elegy, t Lf fAr Depth to limitingin. A.AU Rate Hcmizon De pth Dominant Color Ir, Munsell 7­7 Redox Q,:. A7. "".,_-n' Texture structull'e Gr, Sz. Sh. Consisten ce Boundary Roots GP'D/Ft 62- 4 L 2 6w- 1& 4 M_M­ B,:-jd rig P,t G ro u n v' s u -fc)ce el ev. ft. Depth to limiting f Acor �76 in, Soil Application Rate G P DIFe Horizon Depth In, Dominant Color Mursell Redox Description Qu- Az. Cont, Color Texture SI'LICtUre Gr, S7. S,�_ Consistence B�' L - d:.i ro R00+S E'fz� I "Eff#2 Effluent 1 BOD, > 30 -5 226 r,iia1L and TS S > 30's 150 mgiL IU CST Name (Please Pnn.j Signature L I A. Effluent �#2 BOD, > 30 .5 150 rn 220.-ig!L and TSS > 30,s, o'L CST Number Address Date EV21 Uat�iow"Mucte Telephone Number Boring t 4 1 pit Ground su,­face elev. ft. A 7C) D ep t h to !;; --i'JI Pacto r / C) Ifs, Soil At,�piication Rate Co rP D T t *Eff#l dr Hari .on �t h Igo Dominant Color fw. urns 11 Redox Ciescription Qu, Az. Cent. Color Texture 5 t,,u ct Lj re co—sisi-erce fir, S7_ Sh, Boundary Roots u a2i:t Fr o7 V Z Ba.-ir,,q # 0 B g pit Ground surface ellev. fL Depth to Jimiting factor - in. Soil Anrliiaation Ra*e s Hoz-ro 6n uopt1 Dom-1,1nant Color Redox De 5 c ri Dti on Textrj,9 Strv, -.tuff �e Cons;s*,E�rice Boundary Row GPDJOFt' In- Vinsell u. Az. C... Gr. Sz, Sh. 4 *Eff#1 *Eff#2 o . . . ......... R_06ng 4 F—j Bon-ng [1, P., t Ground surface elev. k Depth to ismg fwAor in, Horizon Depth "Dwrina,nt Redo x Descrir-on Texture xt ure S I r-.J C", U rp, Consistence Boundary Roots In. Mun&el'40 L I A z. C' t, �C. a �i u-,r � Soil Lkppliication Rate GPWFt Eff#2 ............. * EMuent #2 = SOD, > 30 5 220 mg,!L and' 5 '.' migpl -�l - ED',M, > 30:!� 22.,J rng)L and TS,'-i > 30 !� 150 M91 Page 3 of 3 k26,8 . ......... mp� CN LOT , / 928A SBs' 1 --925.7 BM 1 N, -,,,S 6 2 lee 26.7 �w 1" 1 J , 2 SB 3 B N'll 2 4e i \lL 4r :� 'Ile lb f ti I y INDEX CONTOUIR INTERMEDIATE CCNTGU`� -)E EASEMENT ic.-m CiN 11., 1 7H ELEVATION B NJ I 3/4 STEFI. PiPF -3 7,j " b M2 T P C F Y L L 0'%.V S T E. E L F I P;r,:- F6. F V AT I C", NS S V%'N AP' L f7 PLOTPLANS FOR: NA%Y!D 'I 9�38 1,)ATUM 7 ,5 HIDDEN WATERS C 1A. L E SECTION 12&13,, T 29N, R19Wr NNTF 1 xf.a I CIO TOWN OF HUDSON PLOT 1AMIT PR ff, RED BY: SOIL TEST 7D, BY Fmn=qm Nag in un i laimm ln &ai SIGNATURE id 7�6-=-Mm T.L. DATE C) Ruth - C 0 D31fla g /associa te's s B LH d sumeywo sce n sin D c pa rjLm;-- n'. o S -a f uty an d Pi -of ess i c na I S e -"e S Divisicri (Y I 7d use Y' 3 er.:i,-,es SO V A IL E 4-kLUATION REPORT 1,-1 accordance with SPS 35kE5, Wis. Adm. Code CCU.-Ity rL �.i �-- tn r- rn -A.-n tie u - fa �- 1� ran -Mr1_7-r rl.-j JM�- 4- inches f- d e,. , I . 1-1I t-1 L 1 4 7 - k . :: " '.' U t:; bit not hmi'led t:D- ver'lic-al and hc,-:zcr�t3,' re'QFe-ic-e P-oinl `BM)arid pn'rcerl- -,,lope, SC ncc�-� tM n-�-:,'ire-s! roaJ. le 0 F � i77 :--- r-, S:I,:D n 5, r 1"; a r�c w. a r� d 1 a c a n 73 n- d, a Please print all frifortration. e vee J ,I r- P��,!Cy]J (�v poses vivLaw. S, 15,A Flrep"L '/�' I - Gait. Lot ",Tq 111P�ti P 7 'h L F 1 11 c, t 4 S'. 0 V I A J Tr fo. (i C i ty Vlage F-1 Tcwp Nearest Road City Sete Zip Cc?de Phone Numoer L/ CII D of Ile Neu CDr; s.'r-L.fi-Dn U S e. Re s I -d e i-a LN u-b c f Mn omq %"-'-i-1::jD RepJaceu- u ri t P-2)ii(: err Com, erv; a; P a 7 e - ( -I -i at'e �r -G, I F ln,,--� �l P] a r i e I eva o r-, i f :-j h.'e Q. G-er-eraf cornments and recommenr-la41071S' F Ek o,-;.n g Bodng 4 E pjt &-_�--ji-,d 1,j--face elev. ft. CAI S —2o-c�o 1:1 21 N R E (or) W Dep'.h 11m1'1r-.g factor In, Horizon— --.DeDth.-- In. -.Qominant Color- Redox Des,.ri-ltlon— Munsell Ou- Az. '-C-qt. 1�1i�'�' or --Te)eu-f-' Stru,.ture -Co�s;'.'teflce' Bou-id,-ar-y Roo--s- D: k ff'# 1 E -,142.2 L7 f 11� I t - — 70� J ... .. . ......... B07-ing qo-��'5-0 ? *%> Bon-ng # Pit Gl-."' lrAl; -�r�-tfj, ID J:rn't.rji� f /. I sulace elev. ft. ;Dsfor -1. Rat.e D e, h D c, m ��a L C-:�� I a r Redox Descr'pt. on T r-� >� u r c-: C n n s i s tic e- Boundary r--"q C7, GPD,'F1 rY. M n s -e� V Qu, Az. Cc -it, C.Vc Sz- SP. E',411 ff#2 Q4 "L--, fz ILA. 71 > 301 < 120 mqi� qnJ TSS > 10 150 mg/L Effijent #1 33 D. > 3 0 2'2 0 1-1 -,m d T 50 -'�11 Effl--er.t -42 :IOD. CST (P'7ease Priint) Z CI Nu-ibi 2,3 d C- E'-.,I u ti Number Lj S 3 D - IS 3 3 Ci RC -4.1 1 e Boring 4 El Eloring WR pit .j q Ground surface elev. ft. MW L. h t I ii m it ii.r) fa'-ir)r L.-) Bodng # El E3c--Ingd. Pit sur.'ace Depth to limiting faddr in. Soil A221[cation Rate H r, C-e!7,th 0--�)mhnnt Cnlc-r Redrix D��scnptbn i e XJ! ConsIstence Boundary ROC"-S G PD/Fe Qu.. A 7_ "C-It. CO!00' II r. Sz. Sh- "Eff#1 *Eff#2 S WON Boding El P it rr De Wh to I irn it, i n g factor in. Soil Ap Rate, [for', -ion -epth Dominant Color Redo x M1('Crlpfn-1 Tox,--' �Ir J -I Ca7sisb�,r,ce Bc�,'Icary Rots GPDJ'Ft t S�'. 6.1-1. In, MLirsell Cu. ALZ. Lic �"Olor Eff:# 1 *Eff#2 Effl u en t # -- - '-I ' 7) > 3 J' --' 22 �-`, r- , -5 ',IX, Sri q-'L- E f'�"� LI 1 �- 3 �' 0 �D�. :> 3','--, < 2 2 0 meg -,1 -, d T,',; 3 > 30 --� 15 0 m I - L-A %'� k-11 d�L j." E� n d T' S > 3 0 Effl u en t # -- - '-I ' 7) > 3 J' --' 22 �-`, r- , -5 ',IX, Sri q-'L- E f'�"� LI 1 �- 3 �' 0 �D�. :> 3','--, < 2 2 0 meg -,1 -, d T,',; 3 > 30 --� 15 0 m I - L-A %'� k-11 d�L j." E� n d T' S > 3 0 Wj sco n s I r Depa nmnt of Safety and Ptofes s il a nal S e Mces page of D 1 vs [on of Industry S eMM SOIL EVALUATION REPORT I n a =rd a n m "'th DP 385, Wis. Adm. Code County Attach compfete site plan on paper not (ass Than 8 112 x I I inches In size, PI'an must linctude, but not limited to- vertical and hortzentaili reference point (SM), direction and percent Slope, Parcel I.D. �Y- ;scale or dimensions. nrth oarrow, and Wittenand ckstance to nearest road. li'lleasa P-rint. all Informafion. Reviewed by Date Persona [ info ation you provi I a may h P- used for !s e w nda p!�Tgses (Prii gUW. S. 15.041)(m)), Property Owner C3 IF Property LocaUan J� GovLot � j , ( �j I/. S T N R G L V4 Property Own-ees Malling tkodress Lot # Block # ubd. Name or CSM# c:ii city State Zip Code Phone Number El City Lj village 0 FL� LJ Tom Nearest Road o On - ( -- -A-- - I f !� ( N ew Ca nafru r1io n Lis e, 91 Re s [den 1141 / No m b e r of bed roo rn s Code derived &�sfqn flow ra(e6 GPD Replacement Pubic or commerda[ — Oescribe, :Dr at material Pfood Pfan elevation if applicable —I,-- ft, -1 �erg e -rat comments and recomme C2 806rig Horilng # n-1 C21, Pit Gmend surface elev. ft. Depth to 11mWng fa 2, C)/-r- fire. Sod Application Horizon --Depth-- In. 110m1nant-Celan_ Murtsell Redox DescrIpilon -Texture- Qu, AZ- cont C010" —Structure-1-CGnsistence Gr. Sz Sk Boundary Roots— —GP-D1Fie-.--. r *r=ff#1 "Eff#2 C7 IT ry) ? -J rT Lop" fxt MOW r --®� 41 1 Boning 4 1 - �r El Ban-ng I it ;> -7 G round surface elev. R 1) e Pth to I im lung f a Col'or � In. HGrizon Depth Dominant Color Redox Des&,ption TeAure s1ruclure Consistence Ekundary Roots In, Muns-all Qu, Az- Cont. Color Gr. S4 Sh. 0-7 51 LP, t�/� -S OWS9 Soil Application Rate GPE)iFe *Eff#1 *EffQ T I r- I I 1U tJF It tt I DULA f JU Z 4U rFnWWj1L 3 U I %-D -Z�� -?"'3 U I DU MgtL- CST Name (Please Print) '4W 7 Address Date Evaluatin ucteo con . 640,r U13 /20 - tmueninz = tsuo, ;>,5u!sLZU Mq)L AM] I Z>Z�t > .3u S I 11>tj M 7- -,ST Number aL..- 22V t� TelephonaNumber Ll �1 SBC-8330 (R04)'.5) 1 � r E Boring # El Boring -2to 1P 7 W Pit Ground surface elev.. ft■ ►r �e Depth to limiting ctor in. SMI AnnItmattnn Rate OEM Sam ��ri�1II7c€l�O�l�1>��'�00� WWI . ................... .. ....... .. .......... ...... [� Botim Boring # pit Ground surface elev. Depth to limes fa cr In. Soli Mplication Rate Horizon Depth Dominant Gorr Redox Description Texture Structure Consistence Boundary Roots. GPD1F:e In. Munsell Qu. Az Cont Color Gr. Sx Sh. •Ef fi "1 `EfW (74 wS Roma owwwm & th& L Dim Ise on b w1jm4!0 & ivmum Boring # Boring [� PI# Gromd surface elev.. #t. Depth to ftbV faux �. in. RAI Annitcetion Rate Qu. Az. Cont Color OEM 0 ' Effluent #1 SOD, > 301220 ma& and TSS > 30s 150 mg/L • Effluent #2 = BOO, > 30s 220 mg1L and YSS > 30s 150 mg/L �2.6t 0' *64 c\4 'k, cr) LOT r\ f 928-8 Jrl S .1 929-0 924.7 925.7 'Ole, Bm 1 r/ 85 64 -,06%S82 0`1 926,7 927.8, I " S B 3 BM 2' 7,1 &A zci INDEX CONTOUR z icmv " IN TERM EDIATE CONTOUR 7 DRAINAGE EASEMENT SOIL BORING LOCATION WITH ELEVATION 9 cri BENCHMARK LOCATION V)iTh P. L E V A7 . - i qo-) N 8M I- TOP OF 0 RANGE 3/4" STE EL JP' PF cl 13M2- TOP OF YELLOW 3/4" STEEL PIPE Na E LE VA LIONS SHOWN ARE PLOT PLANS EOR: loAVC) 1988 DATUM. HIDDEN WATERS SCALE-. SECTION 12&13, T 29Nr R19�Nj TOWN OF HUDSON PLOT UYOUT PREMED BY-_ SOIL TEST C0NLlUl_'TEU,', ijY Im -mu GARY SPANEL CST 22234 %did m:A# t mpbxmoj,N C kl" I WNW it 1 SIGNATURE M-W-ur N I I L_Z_4"m DATE I I 188ac,2 .,C .�:G+r•mi'I ria'i:, 'f.}{'.7 yp.-.. 71 •i ....��l w.•'Jl�.•� MORFH 4N �....�+� I McvRNETrCOUNTY PLAT OF: ' ---�'TMOON GLOW 1: -' $ECT1pk,I • Y � .. N89'417 "E 3133.7 ROAD � � �� . _ csy 4r sc _ _ _ sallLxs tszrr 9a.HIDDENAT1JRzs3sr' ax.ar NORTH LVE of THESE Ir4 I: ss3 rrsa"F _. ! sat"aLs'sra r<oi W7,10,2r ►v -, N OF THE sw sr4 OF SEC T? �.._ sarta'3rE rr.s1'° - s9.85• I¢ �• 3urD• LOCATED IN THE SE 1/4 OF THE 5W 1/4 OF SECTION t7RAENAGE `I�h : . Si3 4i73"wtii.80 'r 73.40' �)s 1 N LOT 13 �� ,31 I I 1 rss.ar �,r ','bAw ss us-c ,T�' q ! :� 12 AND PART OF THE NW1/4 OF THE NE1/4 AND stI as'rr[ r7.or 4 5 l39,MSe Fr. y„ CASEMENT e� � I r3.os ' � � ; � �a`' �1zT,• �� PART OF THE NE 1/4 OF THE NW 1/4 OF SECTION L..2x4ACRE5 w!N 1�, f I L.B.'A F, � , `"�■rY s ���� 13, ALL IN T29N R19W TOWN OF HUDSONr ST, D.r 918.p � N / �. �� g4 Na4' R6 '"" str :s's•"E ff .s`�p tDi 11 `'y �► 39•s'' CROIX COUNTY, W€SCONSIN; INCLUDING PART OF 11791DSQ. IFT t 0� IiaclsT LOT 1 OFCERTIFIED SURVEY MAP, VOLUME 24, -' ■s " Z701AC►rEst 6; sroa'E PAGE 5743, DOCUMENT NO. 926216 AND PART OF r3• �� '�'.`� L. B.0. r 907.9 2 �ti� 79.a5' g ak LOT 2 OF CERTIFIED SURVEY MAP, VOLUME 28, t " PAGE 6302, OOCUMENT NO. 1041908, c. I •• f �6�Er � eta'« �. wsr•ss'r<•e 'te r �'� # -wst' LOT12 PREPARED BY; " TY DODGE, LAND SURVEYOR 243,3SO SQ. FT, t ,... ,, i41 3.Sd7ACRESt MATT 141EO, ENGINEER +i ri R LQT 14 ""'° l� r L,8 O.a 9Q7.9 ` AUTH CONSULTING/ASSOOATE5 DO= 1 n{ 2920 ENLOE ST. STE. 201 fI-liic 14a�4"SQ. Fr. i � f 1 LOT1❑ �.� . -- = rj HUDSON. WI SWIG �.l =[L8 , 3.407ACRES t„ 9Q SID SQ. Fr. t ". " r /] j .'1 i ZMISACRESt r r lir ps.a► 17151381 5277 � r E�ys7•rr .,, C.B.O.=�a�9 �' �l.•�`Lr� PREPARED FOR. 1 i2rs 1 HIDDEN WATERS OE ST CROIX LLC 09/08/20 210V 1 0 ti 7" RYAN DRN£ IA 1; � ► �; � A7p■ 4` �� ♦ +1 t. HUDSON W15A03li rJ r�a4 F �ra9 29 rew649s rlfY . T•3T rtE, 715-377•ISSS DRAINAGE \�,� ,. ! ` ♦ _ +9 y4 liETQ/pER RIME LOCATION SKETCH �► / tiQr /� IS- �1EASEMENT„--����� J r � • �s r_ rrr'a'>a� 6(' 19' Sa'f Z• 8 °_ -�t� .. / f�f�` i� was t_ ■ -j��. AAC 22-ss' LOT 9 J4)'C 1 sx y �`'•. .'� _ , SQ FT, # `-•^DFGIrE►Tfti - _ f f L_342'3S'2EMT r 2.DJ2ACRESt + 1,. 4vtIL"OEDGE ty L.B.Q.=907-9 ♦CPRAT � [h'V�NMENTu I f ~ • WETLA NIP ED"lY sof"Y j ' , ENrrAamEEMTwti `, L -� m G v LOT-13 � 1 a.at1 714��; x ma IID so, Fr.. f J I $' % 3.859 ACRESLOT 8 IMA i I I• 4i,11aSQ. Fr. 3 s � A�P+terR,,lATt SECTION I s3~ i• 3a • I i i j wArru ESCE Ar 1 e N 1 /2 SECTION 13 T29N R 19W i.1I3 ACRES# if MAE of SQ" [ . T29N, R 19W I.B.Q.=907.9 " nEVAT"Mia �y, � - L r 3ii'4a'f3"Wslx' f O ; S 2r r Nal' 48.Is"f 147.07- .��3.fx;-' , 1 +, t`''i: ! ❑ � -.. - 'soc•iiss'c t 56c BET1i PABST ,., w DRAINAGE sxs.so ]a.aa - Sat - 5D] Zs ss"t 7v.0a �•' REGISTER OF DEEDS ! � • `r EASEMENT yA]I' p 13"W 196r;. } ■ 127.56 r " ST CROIX CO., Wi "NAli. i _ -- DUTtDT RE jFIVfD FOR RECORD tg9.19' , LAKE ACCESS FOR LOTS 1 20 N��vEbz"w O 1245I' I is3'4r IS'W i23 f0 1 149103a Fr. t 4413 I 5 s"1Q �IQ t P MS*11'443"W ss= 4a is'w Tat' p.73a►LCRES# 4r.. FLAT 3 i s DOCUMENT 8 I I# 9P,:�-k, .a • DRAINAGE W O 1 DPA►NAGF : ti c.13 ti i SHANK VOL: 11 PAGE: 105 A 1 .+ NOTE Any 1anA EtJOw Hrr ardgca y '� 3{pti1� EASEMENT f 1 ERSfMEN7 ^ NOwnrermark lOrrwal3ala Iwr!LAKE ' PAGES: cZ 0 I a nerrpehl iR A0V m Fa T�ofWarf to me _ /} L r � � 1 I � LQT 7 ''" � anburTrusF+A ^mswgar+hl.mrr>rn eRaE ORDINARY HIGH WATER MARK=$$7.9 9t Tt-wxis.Rx" 4 1 1= 9oaSL L Fr. I 1 A ,,,Qerv,ee,m+aKorllcae� EXISTING WATER ELEV.=891.0 REGISTER OF DEEDS �3f1.33' ' f 1 ssrrwa i. q'fh, vatr rmiraWmpn. SECTIONsw W SYAR l H - -AL-µ [� L.B-Q.a9079 I �^ `+ 1 j sso-0+•sa'w ' ,'► r SSE aCaTK) ;caEeraER L31Z 1r'• 1� - -��. r GNuE . _. ! Sr Sn [ •tiii.35'. SOUTH LW! OF TME Sw 19 SEC e)k m7 .-1 V Wow ! . l VI W... , .. -- - - _ �,_ NORTH Im CORNER W tJ���JJJ mw CORNEA E 1ii-l!r- 'µ G 'A `--NatU'3L'al"E ]fi4.7I'....� �~ IaRAE NORTH Li1YE OF THE 11f1f q,A SEC770H 13 T .. gtcn ►�i t 3 SECTION 13 _ _... Nil'1T'lx" �� ` ti (ES TAhUSHED IRON 520' 14' 3 T' W � 44 WEiliES$ kA0l1UkEEHTSJ 3 DRAINAGE l[ C [ 93.6a' •. t �t�r w oEwum y SPECIALWELL rl �•, 7 r. ESTAiL�SI+ftl 1}ySi Z C7 `D . N. EASEMENT „ �Es• W w CONSTRUCTION IADOUNY ; r ` AND A 4D 20 A :hXIOA- a OJ E, � / S c LOT16LOT 6 _ _� TOTAI AREA [ IR8,8f45a Fr s I�'iar•IE _ _ �Is 'se"E ZSIl47r ark.m 4 }�� 7.' 5 = z Y "i >n 109,780 SQ. Fr. # [ 1 1499 ACRES2 - � C3 • � �' i• 7.509 ACRES± ! 1 L. B. Q - 907.9 - i L4 3 q In . LB 0.= 907.9 NORTH a .7 ; ]I $ME IN FEET IOU .. [ 'A. o ET LOT 5 ;� � r o Too 2eo 6 = [ t • . * ''� I08,750 SQ. FT, t 97 L aT 4 �4 2.497 ACRES± : 4 r e r [ 1 1 L- B. Q. = 907- 9 .; 9o,380 5Q. Fr # w G w� Z 075 ACRES± ,�+`� SEE j� id 1 •, � �� ?� 1I v / f 1 ■ \ ♦ DRAINAGE - , LOT 142. 3 ■ \ • fASfMfNT 3.773ACRESt 1 11y1 L 8.0.= 907-9 '� 1 LOT17 0,820 SQ. FT. IOUACRES ~^ ` T �'Jf ..� f730 L. S. Q-. 907. 9 _ S as - � 21 a ENERAL NOTIC ��aTpti - - r++ y 1 k TATsreM£NT. IV rn Era C19 - ` ■ +r 43itis ` wRilRlruK as y ACh *AIL[(L st+DwN ON THts Muw Rs w441cr To Sp. +r - - s1 'si 1 Esr►,Ei sr+Ea ig9s STATE. rpueErr AND TCIvrMSIIIP LAWS, AULES AND -- N9D"oo'0[}"W 37'1. 7. ' .....�•_, 1 .,5 ►3 ■ ♦ AMO ACCI# C ift , i? Er-MATIOIEf (I I . WETLANDS. N""IMUM LOT SIZE. zm N 7 204 Ahn 2a20. 1 CCtS$ TO PARCEL, ETC) kFOIIE PURCHASING OR a� ■1 ; - P 1"}. EUrAT+DN tarn I VELOP+NG ANY PARCEL CONTACT THt V clto* Oi LOT 18 r� / OVkTY COMMUNITYMILarM[xT 04PARTMENT L�'FY ^ .^ i1+. 3+• :i - Q} sl. EISLIh gQ750 SQ. Fr. r♦ / „OTHE 7OW08WNUOW*1:01%A"a. - - 3 a.ad3►LCREs 1 � G ' Lorz ��� }♦ OUTLOT2 : LAKE ACCESS FOR COTS 1 •20 9HDREtAND ZONING !-B.D.= 9E}7.9 90,pAaSQ. Fr. t 4,865 ACRES F t NOTICE: LEGEND [ £ �,o ACRES1 D.222ACRES± rHfs MAr Ca1YTAtNi AREAS THAT ARE SUd3CC7 TO FOUND ALUAAINL3M COL3Hl 1 SECTION CORrri R O Q 1 L. B 0. = 907 9 i i THE SNCMEtA*M OWE RiA► ZOWNG DISTRICT. MONUMENT OR AS NOTED pp ' 400ftIONX RF3TR PCTIOM APPLY CONTACT" O ' � , aMMUMtTr DEVEIOPMENT DEPAATMENT FQR a FOUND I" OUTSIDE DIAMETER IRON PIPE LA Tr 1 iiRT91A rHFpRAAAT3pR sy?,• i:! FOUND 3/4- IRON REBAR 5iS" 1 s ♦ 1 _ �•�• LOWEST BUILDING �{ � ■ � y �� f,tP�` OPENING (L®•D•); SET V OUTSFDI DIAMETER 6Y 18' LONG IRON 9f y +1 �l U FTUVAT WSANTiWW6"wE, LOWER trtlwwca O NPE. WE 1.13 LBS. PER VNEAR FOOT`tr 1 •k ��� :xI t T LE VA Tmp,rs AMj1 kOY1lF n iLaxErrG OrCNNGS `Sf A E 0 1 RY4l iE ArMINI MUM OF It flr AACyt T,.E j} `"E ti � 1 AVINaMT STORM WATER MANAGE MERIT 9ACVYY Loa •''! 'p LDT i g +1 A7 STORM EvfmT V rvA n()% 0 SET 1. 1/4• DIAMETEA IRON 8AR � n f5Rt1 93,220 SQ. Fr. � � • J. � WEIGH ENG 4. L 73 LDS. P£ R LINEAR fpOT Lu 2J40 ACRES ■ �/ i • wEILL CASING NDncE: rowTtOMt[ar rHp1 PAO►raTrY AR[ LOG4TEq wrwM EkSTING FENCE IH L.B.Q.= 907-9 LOT 1 + E A AL L 4; L CJ S1wO PE7 DtnRr REwIRY/rEMT _ ` IU1l.I3a 5Q, f7 t AREA ALL NE: L CONErRSHOAW VA 01 IN AVER$ lCELfYR+ �.iY VANEWAY LOCATION ,` w 1 2.49E}ACRESS ja' • 1 f THERp(RIW0 LsRo wTmaviAsco t ♦ 1 ■ LS.0.r907.9 IAMCR( Aypg4ryyAL fllpy THE ,Ai SC OMSW CHA L'"., � f LOWEST BUILDING > sN ❑ ,, 1 `�� �y y s r1( : L.B.O.; OPENING ELEVAMN 4 f y; LMLITY EA9EMIINT z �2 7 IDEFINED sFooT SETBACK FROMDlavrntE j iSUMS om NtIC cTeo EM044TEPIT %Aroll F DRAINAGE EASEMENT s DMsrRucr,pM rrly ,AMNTEMAMCE of a.l _ ..... ■ � � "FACPlt�ASSNlr pvEmn.iAu.vN[+EllrarwNe OR ""` ' "" WE DELINEATED BY SO , �O rat Sss' 33'43'W 1a1 f f r Is,rIrACE nRu.ic OT11lTRES. atclUaw4 R+LYrTS To i . .- kOwWCr TRyMwhq oR S4QEASEIKMT T sRg - ENVIRONMENTAL AJLY 2012 LOT 20 F A1iE:�ENT iltALl iu„f MO yLRIiAkEM+ 144050 SQ. Fr. e sac TWMrOkS i1FEWE S- TAe tS. Sm,"s DA 0rHLA 100 YEAR CALCULATED HIGH WATER �Ss. al si e2 3.3S.3 ACRES '� t 'h• �- �A s I,jWTION. O mA rrrcRsua wnrO STCOOM, ELEVATION + E06 B h LMOC UT CII $ M ALI NOT DPUXtI UTILITY 6YSTEMS z f ,` {• Puauc If^" TO aom MDT EE nEW R WLE FOR F2•I C3C<T YIM1DE UTILITY EASE LIES PARALLEL © Amy W+AAGE rpPTeOlwRrrlD ouTRuenomms - - - VNTH AND ADJACENT TO ALL PUSLYC RDADS ORAINED E EASEMENT .. � r. MEANDER LINE.OEF� of � LrRA►I�rAGE r� 9S f EASEMENT 1 '� O uH%N Of -KAM. 09 TS ff C oE1>,rITEn m THE LiEtJCHc114r4i[ ELEVATION • ^ 10RAINAGE 1 AMT t7s HFAf_�CN, sal THE ca y LwaE RGROCgt lEk7.E0 ELEVATION ON TOP Of MONUMEW 5HOVYN- � �.�EnTG EASEMENT L�AR1TtIM,I[.R dF At,.l RVECESSARr ura4RU1lCk,rrp ` _ e-A $URTACE DAAIMAGE EAca IT,Ea N &L-CO1G ELEVATIONS SHOAYN ARE NAVD 196E DATi11Yf 14i.4A - ..... - ..... - .... - - - ^^ - - -." T - _ � Q .RrtlnToCONOUCYTRWAA-QONLNOEASEIRENt�Sflll'i3Cr4S"W1.S5' HIS nurn ws 8HA$y3� " fiOPERi11as m OHVvV ORDINARY HIGH WATER MARK _7i. S5• SWAIT121w "o-4A' - L76 L = "... {ON EAST LINE OF THE NE %A C-TA"G "TAT EF;:NCtF. INTERFmis. a„RIJµ' pM t 1'IiOF THE NW 104 OF SEC. T 3> [.TimE,'R ('.�;TACikSR YeyLT MTE RF jRR� �/R1Tff M AFA<LATRSVITEr3, llf,O„I,&IrY>tA.LL� � ��- ��CUTCHEQN R�]AD -�s�3s'a9"w6ss.5a' ALE�ANDER U STALLA ON, Fu Li TME TO+V^wTV ".CE NOVNORE R+EI D LLMLE FOR ANY QAAi►!X TO PROINWTEU ^.. GilTRLICTIOMs � EI1�fF:.A�=�.;�� E - T ENT ORA Hy DAVtD C. KA E x?a N 2a•aes MATE. v FIEVIS - runx2ao2e � -u•. .�•. _ RUA❑ ._ SHEET 1 I]F 2 l ISSUED FOR PERMIT IMPERVIOUS AREA PER LOT AREA VERIFY ALL DIMENSIONS, GRADES, ELEVATIONS, HATES AND CONIFORIATY TO LOCAL CODES- VERIFY Driveway/Patio = 4,949 SF i THESE PLANS FOR ANY POSSIBLE CHANGES OR PMOR TO CSTRUCT IURAL Roof = 4,546 SF i CONFORMITY OFT SIZES PRIOR TOY Total = 9,495 SF i CONSfRUC110N, LOT AREA W ITHI N 300 FT OF 0HW M 1,691 AC, t (73,673 SF :t) SCALE: 1. = W IMPERVIOUS AREA WITHIN 300 FT OF OHWM = 30 15 Il 30 2,146 SF i N TOTAL IMPERVIOUS PER LOT LEGEND 9,4951117,910 = 8.1% IMPERVIOUS AREA TOTAL IMPERVIOUS WITHIN 300 FT OF OHWM = � : r -� r S89 4123II tl W 26&40rE �'-' 23.4A INDEX CONTOUR 2.146173,673 = 2,9% IMPERVIOUS AREA �N INTERMEDIATE CONTOUR -124 5_ ©0 : ------ �I .7o N CONTOUR INTERVAL IS 2 FFFT 0 `a rCp ��/ r - ` 35S31 47# - �� ' Vp %A VF' MINIMUM BUL€31NG SETBACKS �� �� ; ' i 73.06 � , � ROAD - FEET REAR 75 FEET ` 0 '� to , � ----`.. „ SIDE = iff FEET, 15 FEET 12-FOOT WIDE LMUTY EASEMENT GitAi311+� LIi�TS ��j xVh 91 DRAINAGE EASEMENT fHOME GARAGE . LOT 11 rn PROPOSED SEPTIC '� T•kCiSOIL 17,910 SQ. Fr. +1 8CR1NG LOCATfON W1 ELEVATION A. a: r �"• 928.8 �jn �'`p (' j r 929.0 2.707 V 7 Air+■ �-ES! f BENCHNAARK LOCATION{ WI ELEVATION 300 FROM -= 9n7 9 ,'s OHWM �W; PROPOSED WELL LOCATION - 92%!710 ljo�927.8 Qn 40- GE PROPOSED DRAINAGE DIRECTION W tYi Na 8 PROPOSED SILT FENCE N ORDINARY HIGH WATER LAARIK OHWM - -9 9.'3a - EXISTING 25%* SLOPE WETLAND - 75' OHW M _ SETBACK - JVEGETATION 1AWQEMENT PIS: a ~ srwK to to ssadw44 acxxr s4 i+F74sRis Now wrrctn,cnue: T.n.purry issd yrarll 1M be WOW R r:roFleoXiWt ra* or 5 pownft w pyrodc Apr ° ,6w 4M. otamwl ryv��s rotl ar4c ri sh. IWO a}- d arse wd W" wr —Aw Peansrwt sssd V %ba be �./: r i . '�- mrtY�yd Irrs �#d+rog sa+ory. Cane rslds pw br lsrarnrrrnid assdFo0&= Rrss. A 35' wrds mprrays DOW mrr M MCFAud A""spars of ano ty 41o" Lai" v0pimWs BURR Zom shi Q0r" y WO rpprrwoa of st Cris COLN*V Z+ rft apdhW%c* +I � ■0 ± xm nspm n Ct ryrr 1834C1'r rod 16-34[31. 18.34. " rsumsm n remova of mamtmo rca rnrrr rarnWy wflh xti MIXTURES T •�- �1: }be Ar.m of V" s. W SP-- 5"darg Rim ` Ns OHWM ,<.rm,rty s-0 - a 3 twv IWO as a Lr^ dry w�i-ba -d- Hwd Femme 24 OR ii 11 DELINEATED sonw Or p1�sy 1ti Td Fe km 40 F30 par acre WETLAND EDGE ..., BY SOPRAY ,was ENVIRONMENTAL ; pr.��u. s s..*„a,� .. SITEPLAN At-1 �� c �'.(�" ..- - SHANK LAKE rrbws Fn drr tsar is Lois See W�eV+ss+QA"n+tlrbnl !re adly.Prosl •� samm rkw" +3rrrs wR �„a, yy,,�.� � a a � srx+e.4 n. `ift,V."'"'"' �' t r..d rrr ArMsal *,Owms +o 00 wv s+.rw vnrsc 1 p as !sl am d"r'd &m , L "a Bt�salsn+ 70 Pl rsroapprOWpry itsriired µxK:oGsla7n aectron 57R�c.adrnp T n 1— M w a E E _ t: 0 .- m o` ' C 7, � C Lu W 8Lg dC] OZ s"1 Iu Z ' Lu Cl �0 co w� w �O m U. i� I i i b ! SITE PLAN 9rnpGt Huroo6ar J .... 9OW2023 A1.1 . ...... .... ... . .... .. . . . . ..... . ... ..... . ..... .. .. VISIBLE (-0,M THE ROAD FRONTING THE LOT DURING CONSTRUCTION otl�rff N c Nl� Ir SBD-06499 (RI 1/20)