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HomeMy WebLinkAbout026-1130-42-000 / Jennifer Shillcox From: Mitch Dahl [mitch.dahi @wiseway.com] Sent: Tuesday, April 04, 2006 8:40 AM To: Jennifer Shillcox Subject: RE: Variance for Mitch Dahl I appreciate the response and your help with this Jennifer. I'll stop and pickup my paperwork today. Thank you. - - - -- Original Message---- - From: Jennifer Shillcox [mailto:jennifers @co.saint- croix.wi.us] Sent: Monday, April 03, 2006 6 :13 PM To: mitch.dahl @wiseway.com Cc: Alex Blackburn; Robert Bezek Subject: RE: Variance for Mitch Dahl Dear Mr. Dahl, I'm sorry I wasn't available to meet with you when you came in. I left your folder for you at the front desk on Friday, but our office staff forgot it was there. It's still there now, so you can pick it up anytime. We verified that 136th Avenue is a subcollector, so it is subject to the 200' spacing requirement. We also checked the plat for Re in Corners and each lot shows a driveway centerline distanced 200' apart. 7He plat also shows a driveway easement for the joint driveway on your property. I'm not sure how your neighbors' driveways were allowed at less than 200 feet ... my guess would be that they simply put them in without checking their plats. The County doesn't regularly look for violations unless we receive a complaint. If you wish to file a complaint, our code enforcement staff will investigate the driveways in question. As for the variance, you may apply for it but I just wanted you to know that the chances of the Board of Adjustment approving it are pretty slim if there is no hardship, and the fee is nonrefundable. With the exception of Hudson, Forest, and Cady, all towns in St. Croix County are subject to the County's General Zoning Ordinance, which is what stipulates the driveway spacing requirements and the variance criteria. According to the Ordinance, the variance criteria are as follows: "The Board of Adjustment shall grant variances from the strict terms of this chapter as will not be contrary to the public interest, where owing to special conditions a literal enforcement of the chapter will result in unnecessary hardship so that the spirit of the chapter shall be observed and substantial justice done. Variances shall be granted only subject to the provisions of sub. (6). No variance shall have the effect of allowing in any district uses not permitted in that district." "A variance shall not: 1. Grant, extend or increase any use prohibited in the zoning district. 2. Be granted for a hardship based solely on an economic gain or loss. 3. Be granted for a hardship which is self - created. 4. Damage the rights or property values of other persons in the area. 5. Allow actions without the appropriate amendments to this ordinance or its associated map(s) 6. Allow any alteration of an historic structure, including its use, which would preclude its continued designation as an historic structure." Because you currently have a driveway on your property, you have access to your house and garage and are able to use your property for a permitted residential use. As such, you will have a difficult time proving a hardship. Please feel free to contact me with any additional questions or concerns. , 1 I •z Sincerely, Jenny Shillcox - - - -- Original Message---- - From: Mitch Dahl [mailto:mitch.dahl @wiseway.com] Sent: Monday, April 03, 2006 4:32 PM To: Jennifer Shillcox Subject: Variance for Mitch Dahl Jennifer, I stopped up at lunch for my paperwork, but you were gone. If you can leave it out for me tomorrow, I'll stop & grab it. As far as the variance goes, I need some direction in order to get all my facts straight. I don't know what type of classification is on 136th Ave. I'm assuming since your department is stating the 200' separation between driveways, it's classified as a sub collector, but I'm not sure. Also, I need to get some legal advice to determine the laws in which protect your right to have full use of your property, look at the "Hardship" ruling which your telling me that having my front yard as a driveway, loosing the use of the yard, and costing twice as much to pave it, isn't considered a hardship, so I need to dig into that aspect of this whole situation. Plus the fact that my wife just lost her job causes us more of a hardship in the way of money to complete a longer driveway. One of the biggest problems I have with this is that I was told that it wouldn't be a big deal getting the ok to move my driveway. It was ok'd by the city chairman, Warren Bader, it's not a county road, so I don't completely understand the involvement of a county office, and the fact that Alex told me that no one has filed for, paid for, or received a variance in my development to have their driveways less then 200' apart, but just on my street alone, there are about 6 drives that don't meet your requirements, and I can't understand why I'm hitting a wall on this, and these other properties just put them in where they wanted to, evidently, and no one has gone after them to have them moved, so I'm very confused! I could use some more explanation on these points if at all possible, to help me understand, and what steps to take next. Thank you! Mitch Dahl 2 Wisconsin Department of Commerc; PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 479438 0 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 X Township Parcel Tax No: Dahl, Mitch I Richmond, Town of 026- 1130 -42 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: 4 226 0* )" C) pw.-t-- 25.30.18.902 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic o Benchmark q a dd.6 Dosing /a/� h{ � Alt. BM ppX / Aeration /,1 Bldg. Sewer ,� �, 2 p (f+ O Holding St Inlet,. -/K � ------ TANK SETBACK INFORMATION St/Ht Outlet TANK TO � P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet I � Septic + ? + ' Dt Bottom Dosing (11ti, HeaderAvlan. T Aeration Dist. Pipe- tJ ij I /. 0 g, Holding Bot. System r j, Final G de PUMPISIPHON INFORMATION � U,J1,(�Lk.. � �t�4r tyi` - r�Y�'► Z fl Manufacturer Demand St Cover g / �'!2 GPM Model Number TDH Lift ! Friction Loss Systema TDH Ft y /„ jQ. Forcemain Length f Di rr Dist. o well 1 SOIL BSORPTION SYSTEM 4y /14 BEDJTRENCH Width Length t No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS vn I- ` SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM EACHING Man INFORMATION HAMBER OR Y Ty System: UNIT del Number. DISTRIBUTION SYSTEM I Ud lee 61C Header/Manifold / j j I Distribution / � x Hole Size x Hole Spacing rent to it Intak a D' Prpe(s) a t1 t,{ 11 Length ra Length Dia Spacing (1J SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over AA Depth Over xx Depth of xx SeededlSodded u e ' Bed/Trench Center Bedtrrench Edges Topsoil Yes No Yes ► No J c. COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: I d ! r Inspection #2: ! ! Location: 1421 136th eet ew Richmond WI 54017 (SW 1/4 NW 1/4 25 T30 1 R18W) Red Pine Cornet L Parcel No: 25.30.18.902 1.) Alt BM Description 3" 1 "` " � 7 0 7 0 GOP 2.) Bldg sewer length = W+ - amount of cover => 4 f �� J rT P � lan revision Required . Y s No se other side for additio 1 ' rmation. Date Insepctor's Signature Cert. No. BD -6710 (R.3/97) RECEIVED Safety and $uIl ings Division r • e unty i W. Washington P.IHk �g 2 Q �. Isc Madison WI 767— Sanitary etmi umber (tab fill in by Co.) D (608) 26 545 ROIX C011 p D e p artment of C � TY Sanitary Permit Application LD.Numb _ It) ;ue:ord with Comm 83.21, Wis. Adm. Code, personal information you provide may be used for secondary purposes Privacy Law, s } 1 5.04 m {)( ) Froject Address (ifdi error then mailing address) I..k Information - — Men — se Print All Information � f 3 (p JLiI'� Proet O is Name -^ ^^ - - ~ - -�^ Parcel # T— Lot # Block # Property Owner's Mailing Address Property I.ocatioT,72_ & -11 /fi - ~ CzCi, State Zip C`.rxle TZh;one tdumber - �` !A = - %, Section . �9 . ,, tJ Z Z ' � ��V (circle o e) I ; Trpe of Buil g (check all that apply) 7 T 3 N; R 1� B Z 1 or 2 Family Dwelling -- Number of Bedrooms 3 Subdivision Name CSM Number ❑ Pub}ic!Commercial -- Describe Use _- _ T -_.__. r - -_ _ ^� /,B••R ❑State Owned - Describe Use �^ V^ ❑City ❑Vii ge, ownshi of R ill:. Tape of Permit. (Check only one b ox an line A. Complete tine B if applicable) " A, Now �NewS ten _ ys El System Treatment/Holding Tank Replacement Only El Other Modification to Existing System B. El Permit Renewal Permit Revision Q Change of ❑ Permit Transfer to New List Previous Permit Number and Date issued Before Expiration Plumber Owner TV. T ype of POW System: (Check all tha a I _ P Iti On - Pressurized In -Ground ❑ Mound > 24 it). of suitable soil ❑ Mound < 24 in, of suitable soil ❑ At- Grade ❑ Single Pass Sand Filter ❑ ____ Constructed Wetland U Pressurized Ins- Ground D Holding Tank ❑ Peat Fitter ❑ Aerobic Treatment Unit 11Rccircul%iag--9z4Fi1tqr ❑ Recircu Synthetic Media Fitter [ . LYachhtg C,ham6ar ❑ Dri Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dis ersaLTreatment Area Info ton. — — - Design Flow (gpd) Design Soil Applicator, Rate(gpdsf} Dispersal Area Reruired (sf) Dispersal Area Proposed (sf} Syste levafinn C° r 4 /15 °0 W. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Gxistiag Tanks Tanks _ eF' . or Holding Tank ��C9 d0k>0G/ — — 1 'ACS 3:ne 'rreBrment Unit ! — --- —.— ` y Do':.nt Clianlxr �O - - -- V11. R esponsibility Statem I, (lie undersig , st a res o 111ty for ins la of of th POW show an the attache plans. Plumber's Name (Print) Plumy _ _ ber Business Phone Number Plumber's Address (Streetity, State, Zip Code) —_— VIII. C' Odn /De a riment Us e Only _ —' -- pproved ❑ Disapproved V` Sanitary Pe Fee ncludcs Groundwater Datc I u d suing A nt Si azure amps} Surcharge rmit G O _ ❑Owner Giv Reason for Denia 1 (onditions of Approval)'Reasous for Disapproval <I Attach complete plans (to the County only} for the system on paper not kss than 61/2 x t t Inches in size J 08/02) { i- , g t6 ;# d f . T \✓ t hh , • .70 A ., SEPTIC TANK AND PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS Lacking cover with Weather Proof Junction Box warning label. Amess Electrical as per NEC 300 and opening, not top of cover, Comm 16.28 VVP C Volit must extend at k, 4'-- 2" a))ov(- grade Access opening, not top above finished grade, lVlaxinil.1111 Cover over Tan i of cover, must extend to a point no greater than 6" below finished grade. 23" Mill, opening Dklicorwect Alternate 8** mim outlet location Force Main Djarne.er 23" Mill, Opening Approved rce Main Length Building effluent filter to -1/8" A particle size w Weep hole or anti 4J siphon device. C Pump Off Elev.,_ Dotie - rank Elay. Bed and backfill tank according to manufacturers specifications materials comply with Comm 84. Anchor tank as necessary to negate buoyant forces. Tank Manufacturer: Doses Per Day. 'rank Sizes: Septic 114, J gallons Gallons GPD1 # of Doses: 17 Pump <7 Gallons Backflow: 0. — gallons Gallons Per Inch: /Y'93 Total Dose VOlUrna. 120 gallons Liquid Level- Requir GPM Pump manufacturer- 20__� Gallons"_ PUrnp Model: Alarrn Manufacturer: /-*.i D _:J Alarrn Model: Vertical Difference between purnp off and distribution pipe Minimum Required Supply Pressure (0 for dosed conventional) 5 Feet of - force main x—hJ'q friction factor/ 100 IT7 Total Dynarnic Head MAY- 06--85 THU 12:16 PM JH LARSON FAX N0. 1 715 385 3746 P. 03 MEAD /CAPACITY CURVE EFFLUENT and DEWATERING 1 Au :tntk Model 18514185 sh ould no t be sublected to less than 30 fe TON. TOTAL DYNAMIC HEADICAPACITY PER MINUTE � ^w IS V4144 t bi 5 + gb 1 137-13 l4fllilip tOt lyl N 143HT87 I$iPNb IMAM 411ib8 1441{1$9 0+ l wn+w>v, ..,�w+s. w r t it ti W:I t tip 4 d 147 4i! . - lhlt. O�i 4►t, R1il. • Kil. flit 'iM� f}►t. ° U,i! aA Qw. UM 8M. ,Ltrr• Y .... L. lrMb. 4M �. rn !•4'} '�y -017, X4 1 41 1a rt b� 97 91 � 100 "41 tlf �.' S4 9�4 ;'� •4 11! V�M 41 !! i,be !� t "> 7, 47 y� t» 01a J�? ib M r * ea' aas 6011 • ,tv ai 4d6 1io is y si 11 rs; rs I � » b� rb t rs • so ao.a . x 114 7u V tp ! y e R 11 ! t {I X9 , fb' 79 1 401 t ?01 S . 50 44 '. t d► tihA . 72Q f01 ! _ 4�? 1�It• -_ r5 .zi7 ( c N t tl0 ro Ar E! !b! 117 1101 4" 49 8.41 41 ! { 1T' <o .9,, a 44 t . '� • ae' c is lie . +3b "ia 7. _ 71� 44 44 44 70 _ ,f ZII. 44 ibi' /04 411 46 1.1770, ! ! .X4 ; .. I XOtu-. S7 •7 bo t . bt - 8! 40 rr �01� 4R 015 -' b 39 1.i Ji 3i. < 77 46 0 0 jJ lei { 14 tr4' II$ b1 1r1 /b #.1110 pj b ` •;}t�.�, 4 59.4 ! 1 ° :1 H 1',01 . f s (9y0 tE Y < 1 Iis._ .�C� (�. .. I ... { ...... . ..- .L.•. . ..Y. �. _ .. '.;; • 1 cV� a !t 4 T1 197y ! 7T X4' � fd' bb —• 44' I( iS.b' - 79' !tf' if' !7U' tAT .. Wi 1011011 .. __ .... _ . 26 .. 41,5011 J.4 1 01.1 t GAF, - !' - - _ _•. _ .. 41F;s ' t1. 7U' ..... -.. ,.� •... ___ �. .... _ __ -_ _ 4 3 189. 4189 r0 ,.(.... 45 ?�. 4-0, 140, 'ias, 416 _... � ... _. �. Sf)- i r . at. 1 N . 4 185 •I r� ! $ - _ �} .. 4161 ! U,',. f/ 1 ! OF,y i 0 1..0 :1y 90 100 110 120 130 140 150 ; 160 60 ?40 320 400 480 560 640 t) FLOW PLR MINUTE 0(U077 4 ' ` Safety and Buildings Division County _ 201 W. Washington 9$,� -- ST. Madison, WI ?07 isconsl �� nary ermit Number (to be filled in by Co.) Department of Commerce (608) 26 -6546 ;+ f� Sanitary Permit )( a AU' to Pl LD. Number In accord with Comm 83.21, Wis. Adm. Code, 10formatum provide may be used for secondary put roses Privacy Law, s1 5,04(i ) ST. CROI X COU TOject dress (if d' Brent than mailing address) E 1. Application Information - Please Print All Information Pro O� is Name Parcel # # Block # ( o t yZ Property Owner's Mailing Addre Property Lp6ation G.2 0 Z �r / / 026- // 3 0- -60'6 J '/., NW %., Section Z4 C'i�ty,JS�tate Q Zip Code Phone Number r /(4 , 3 ✓v ' 0 in t it &), , SC7 g Z 6SI - V4 z - �0 (circle o e) '? D Z� N; R ) V E ot� C• II. T pe of Buit ' g (check all that apply 4 1 q � 1 or 2 Family Dwelling - Number of Bedrooms ', Subdi S ion Name CSM Number ❑ Public /Commercial -Describe Use IAOt ❑ State Owned - Describe Use ❑Cit) ❑Vit ge, ownshi of III. Type of Permit: (Check only one box on line A`,.Complete line B if applicable) A. New System yst ❑Replacement System ❑ TYeatmenUfiolding Tank Replacemght Only O er Modification To Existing ystem B - El Permit Renewal El Permit Revision ❑ Grange of ❑ Permit T sfer to New st P it t vADate Issued Before Expiration Plumber Owner IV. Type of POWTS System: Check all that appl Non - Pressurized In -Ground El Mound > 24 in. of suitable soil Q < 2 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland El Pressurized In- Ground El Holding Tank ❑ Reat Fit r ❑ Aerobic Treatment Unit ❑ Recirculatin Sanj Filter Cl Recirculating Synthetic Media Filter cbing C r D 'p Line ' GrayvAW Pip- Other plat a V. Dispersal/Treatment Area Info mation: n Design Flow (gpd) Design Soil Appl ication !�3 dsfl Dispersal Arab R" wire (SO Dispersal Area ro (so Syste�ElevatiAn - /so t 1! `` 11 73' SL VI. Tank Info Capacity in Total Number Mandlacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass f New Existing Tanks Tanks f pC r Holding Tank /Ocv /SOU All- Aerobic Treatment Unit Dosing Chamber t VII. Responsibility Statement— I, the undersigned, ass me responsibility for installation of the OWTS shown on the attached plans. Plumber's Name (Print) 1 5 gna Si re M ber ' Business Phone Number hniS ; zziy7/ �. '7�r -�6� Plumber's Address (Street. City, State, Zi 3 SZ 1yo S- 0V lt's S`voo J VIII oun /De artment Use Onl Approved ❑ Disapproved Sanitary Permit Fee (i ctudes Groundwater Dat Issued suing ent Si tur �6tamps) Surcharge Fee) 3 � O ` `J ❑Owner Given Reason fo ial ���PPP IX. Conditions of Approval/Reasons f r Disapproval SXSTEM OWNER: 5 SVf�I?/}'rt (1 1 Septic tank, effluent filter a d /„ y h ` 1 �� U dispersal cell must all be serviced / maintained ° t ' 7 �'° G � J as per management plan provided by plumber. 0),- X r0�2 (.�'.ta2 G'/ ✓� r 2. All setback requirements must be maintained / fr12r -Q-1 as per applicable code /ordinances. J Y s ©. Z d �'' ttach camp re plans (to the County only) forlhe s tem on paper not tha Si x 11 inches in size— ` AO Zqlld SBD -6398 (R. 08/02) r b � � Q lot CA , w Eg a� NJ N SYSTEM SPECIFICATIONS In- ground Soil A Component Component Manual # SD - /0 SC '7 Project Name: oa- Distribution Cell Type Septic Tank Aggregate ❑ Non - Aggregate] Min. Septic Tank V ol. Req. ,To gai. Type of Non - Aggregate Component Septic Tank Volume Manufacturer _ i -Sig 4 Manufactu Effluent Filter Model (s/.Gt�e y L �� d D Manufacturer Nl�'� Number of Bedrooms 3 Model A /00 Soil Application Rate (DLR) gpd /fe (Designed Loading Rate Pump Tank Wastewater Quality Manufacturer Treated ❑ Untreated ® Volume Model Combined wastewater: Number of bedrooms 3 _ Distribution Component gal /day /bedroom x 154 Distribution Box ❑ Daily Wastewater Flow (DWF) = DSO Hydro - splitter ❑ Other Clear and graywater only: Manufacturer Number of bedrooms gal /day /bedroom x 90 Daily Wastewater Plow (DWF) = Cross section of distribution cell(s) Blackwater Number of bedrooms gal /day /bedroom x 60 Daily Wastewater Flow (DWF) = Dispersal Area (Aggregate) ft` (DWI (DLR) Dispersal Area (Non- Aggregate) EYSA Rating iT fe System sizing = DWF - DLR _ R chambers (DWF) (DLR) (EISA) Diverter valve ❑yes ❑no Manufacture E � r� 4 3 co 7 CD co CD tA CD td cu �, e 0.; , �`� •�, \ ,,,�w� ry\ . ` , � �c�v to I q C f ^ Y•� �� j r'T •� CP cv �� co `,' � !l�•, �?� .11-- ��� -a.00� �erc, (�Caa.KWOob� i'- a,�..� /`/o?f t� r ��+��. Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of A Division of Safety and Buildings in accordance with Comm Adm. Code County S`f . CP— t3 1 x Attach complete site plan on paper not less than 8 1/2 x 11 inches ins . ian must Include, but not limited to: vertical and horizontal reference point (BM), 1 and parcel I.D. percent slope, scale or dimensions, north a ❑ri Inr-gtinn c h arBst road. Q 7 - 3 2- . -QZ Please print a I inf &MGEIV ED Rev ` Date Personal information you provide may be used to secondary purposes (Privacy Law, S. 1) Property Owner d- t UN . 7 20Q Pr lion G Go . Lot S W 1/4 N101/4 S A 5T 3 , N R` E Property Owner's Mailing Address Lo Biock # Subd. Name CSM# a � � e ZONING OFFICE roe Co t' N C p'" City State Zip Code Phone Number ❑ City ❑ Village R Town Nearest Roo1v rn i h MN SSo9A c S) / a - 9 I t�,3 3 1, Ave New Construction Use: Residential / Number of bedrooms Code derived design flow rate 15 GPD ❑ Replacement' ❑ Public or commercial - Describe: Parent material _� _ .:__A.�_ `y ? 'gq F ood Plain elevation if applicable v r ' General comments and recommendations: S V5 5 e-6 3 - - Tree- --.c k S i r Y` .� 4L -r i C49.ay') T C 9� oo'`� / to 3 LL� 13oring # [] Boring 1ST C 85 � Pit Ground surface elev. • b 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. I `Eff#1 I •Eff#2 IO L m �- Q W I 1VF .1v 3 X -51 7.5'1 .`'?Y ` -�.�v� �� �^t�� �4� i�� • t� 6.0 _. ©� — 6 g Fil Boring # Boring GILD .<4WAZJ W- lS �re O r r/ [� pit Ground surface elev, C� 1.7 -7 ft. Depth to limiting factor �D in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz �t in. Munsell Qu. Sz. Cont. Color G r. Sz. Sh. - Eff#1 - Etf#2 I 0 - 1 ! 1 R �.- a�S� '� G� �•.a F . 1�0 + ? /0 - 7 - t{ ---- --`"`. SC.I. c Sb `j • � `f ` 7,s `1RY Y "" irk' t e _ -- 1. lob" -1.sl ... L- 3 tf ,r"' '°"' 1 stn s �� $ y Y/ Hoc, �i , sick Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print ) Signature CST Number Y-)1)4 �K- 15�c = �Q aQ Address O'-%.` 1:5-+. Date Evaluation Conducted Telephone Number Y0�, Property Owner �, Parcel ID # Page of R (� ®Boring # ❑Boring pit Ground surface elev. b ft. Depth to limiting factor _ in. Soil App lication 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 o- Ib�R�la SL a sa 1D - 7,510. l 5 c S!' K 3 -1a -3V 7,5`t 0'14 HL -�58 75101Y L � 1 % S z' , � y y S s ►�- F-1 Boring # ❑Boring ❑ pit Ground surface elev. _ ft. Depth to limiting factor m. 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 Boring ❑ Boring # Ground surface elev. _ ft. Depth to limiting factor in. ❑ Pit ff A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr, Sz. Sh. ff#1 "Eff#2 ' Effluent #1 = BOD > 30:E 220 mg/L and TSS >30 150 mg /L ' Effluent #2 = BOD < 30 mg/L and TSS 5 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- 264 -8777. SBD -8330 (R.6100) V - Tv Loo'd A I.a�. y� �• aC' Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm Adm. Code Co unty S C Qo % x Attach complete site plan on paper not less than 8 1/2 x 11 inches in sl Ian must i 't d to: vertical and horizontal reference point (BM), i and Parcel I.D. include, but not 1 mi e percent slope, scale or dimensions, north a !�' c arBst road. 0 Please print a infaQttl[ar&EI V ED [rwed y Date Personal information you provide may be used fo secondary purposes (Privacy Law, s. Property Owner -1- t JUN 7 2005 P e cation rn 4 L Go . Lot S w 1 /4 11) 1k)l /4 S a 5 T -34 R E Property Owner's Mailing Address Lot # Block # Subd. Name r CSM# Qla ab ` { if- ZONING OFFICE ��0 *, e- C.�,rNG r^' City State Zip Code Phone Number ❑ City ❑ Village R Town Nearest Road LO m i n MN 5 o9a ((,,V) (� - 31to3 3 1 " Ave, New Construction Use: I�g Residential / Number of bedrooms Code derived design flow rate d GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material ; - ' ' P CA F / ood Plain �e; evation if + a } pplicable _ ft. General comments $ V 5 S 5. �- - Tre V-- c k S C , Y 1' U r • S ' 4<- 0 • and recommendations: - r, 1 C99.ay,� -T.�. (98•sa � T.3 t 9S.00 '� N n Boring Boring # Ground surface el ft Deth to limiting factor in ev. • . p _ C� J . Pit 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 cl lot �d f 3 VIP �.� Boring Q Boring # i' R pit Ground surface elev.� ft• Depth to limiting factor �D in. Soil Amlicatio n Rate Horizon Depth Dominant Color Redox Description Texture I Structure Consistence Boundary Roots GPD /ft= Q{ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff #2 b -143 �.SyQ'I Y --- ---- -- ScL. fir+., 1, ,x w , �{ A P qq� ' 3a,7(o " Effluent #1 = BOD > 30 220 mg/L and TSS >30 5 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS n 30 mg/L CST Name (Please Print Signature CST Number n r) i�i _= ' J�2 caQ 17 9 (o Date Evaluation Conducted Telephone Number 0-7 A ,-2 ;e - 5 -3 -cis 6 ya a 07/29/2005 14:29 7152483588 SUPERIOR AUTOMIOTIVE PAGE 01 y _ o __. r _Z..._. :_.,,,,�,4• - ...r.. - ter... co I. to 1 s � • !+ •✓ I � N1 Q __ ...... ... . L.. :.. _. .._....... ... - ... .,.'� _ c r v T iro - -.... �._.... _ u tA ' ... .,. ion . o -..,' a._ �- ....... -v .? ✓ �•• �- - • W.4 ' ST. CROIX COUNTY WISCONSIN PLANNING &ZONING DEPARTMENT " `�\ { { N { M N ■ N • rn�r. S T. CROIX COUNTY GOVERNMENT CENTER - 1101 Carmichael Road J==T WE Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 M e a to 'e From: Pam Quinn, Zoning Specialist Date: 7/28/2005 Re: On -Site Soil Report Verification for Lot 42 Red Pine Comer 1 Add. (SW'/ NW % Sec 25 Town of Richmond) On Friday, July 22, 2005 a site visit was conducted on Lot 42 to verify information described in an updated soil report and revised plot plan (dated 5/3/05) submitted by CST Donna Stark. The original soil evaluation report, completed by Gary Steel on 11/11/2000, recommended a mound septic system. A new test pit (B4) was completed by CST Stark to provide data to support use of a conventional POWTS and to enlarge the tested area. Original test pits B 1 and B2 were re- excavated and all test pits were documented on the updated plot plan The weather was sunny and clear, with temperatures in the 90's and no precipitation for >24 hours prior to site visit. During the on -site, additional pits were excavated adjacent to B1, B2 and B4 to verify reported soil conditions. Observations have been documented on the attached on -site verification form. The following summarizes my observations: 1. I concur with CST Stark that the soil texture in lower horizons appeared to be sandy loam, as opposed to sandy clay loam reported by Gary Steel (soils had a weak, <2.5 cm ribbon). 2. I disagree with the weak, fine (I fsbk) structure reported in the lowest portion of all three soil profiles; the sandy loam appeared to have weak, very coarse ( >50 mm) peds in the upper 10 —12 inches, becoming massive to depth. 3. Mottles observed in B4 appeared to be a result of textural change between sandy loam overlying loamy sand, but depth to mottles varied due to the wavy boundary. Mottles observed at 36" below grade would preclude using a conventional in- ground POWTS in this portion of the tested area. An at -grade or mound POWTS would be necessary if B4 is used in designing a system. 4. Mottles and/or saturation were observed in Test pits B1, B2 at depths of 65 — 70 inches below grade, which would allow installation of a very shallow ( <24 inches below grade) conventional system. The sandy clay loams in horizon #2 and weak - structured sandy loams in horizon #3 both have a soil application rate of 0.4 gpd/ft However, if massive sandy loam were encountered during installation of an in- ground POWTS, the system would have to be enlarged to compensate for the lower soil application rate of 0.2 gpd/ft This could effectively double the size of the proposed POWTS. I highly recommend that, if you elect to install a conventional system in the lower portion of the tested area (B 1, B2 & B3), that you preserve an equal area of undisturbed soil above the system for future replacement. No disturbance means that excavation for the driveway, house, building sewer, septic tank, effluent pipe and/or leaching chambers must avoid the remaining tested area, since B4 indicates that an at -grade or mound system would need to be installed. Cc: Mitch & Jodi Dahl, Property Owner Donna Stark, CST #221746 - 71 - 2 f f 6 < Dave Steel, CST #248956 Soil report file III ST. CROIX COUNTY WISCONSIN ZONING OFFICE r N f N N N ■� Mw��r, ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road +•�• _,,_;.... ----- Hudson, WI 54016 -7710 - (715) 386 -4680 FAX (715) 386 -4686 COUNTY ON -SITE VERIFICATION FORM rope caner / 'yam � rope Loco' n ' � a �/ 1 1 4 4 l Govt. Lot -5 t 19 t 14 S ZS T 30 N R 10 E i W PropartyOww 's 1411' Address Lot AI Block # Name er EStuip - 2 2b 2 Q ��• Z s ,KacC /I �'a rr�2r.- d dy We 7ufrCoda Phone Number ❑Cityy []Village a3lrown NearestRced i -/^ a jb s7 Cab . Construction use: Residential i Number of bedrooms Code derived design flaw rate - _____GPD D Q Replacement r Public or commercial - Describe: _..,, -. - - ,., -.._, --_..... ..........- .............._._._. _._._._........-_..__._..__._- Parent material t _er ay,4_.4z6jAdl.Y�__. Flood Plain elevation g applicable .__..- _.___.,._.._._._._- ft. General Comm S �- �-j"3 -stt ✓ �� • 47 - J s oot" n / em't 7 .S/ch n y 76 6 and recommendations: ►d hcr� rYwcsur� ell'va�>7s— ryoprril.. a-Pre✓�wrr /o�a.�� ,6�'CS� S�tr,� ed SSG /• <Se¢_ rnt�,,,o �' /t � , Doing !f ❑ Being #/- 3�o N S� Ll ldrri K �Sgwat G'46�rq _ _.__- _ _.__ ft. -� o ! �Plt Ground Surface elay. [Depth to limiting fa - Sop ivaucn Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPI +# in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'P 'EA#1 'FfF#2 t 0 ro 2 0 7 S tll sC 2 »hSb� A 3 - 1 1 i sb A o y �q1 ► AJA t4 o• z s 7s 7�syRy,4oro 0 sq M !o d Boring # ng /01 7 � ' 5 Pit Ground surtace ek�v. L ` -_ ft. Depth to limiting fachor b 5 _ in. Soil Application Rate Horizon Depth Dominant Co Redox Desrxiption Texture Structu m Consistence Boundary Rods GPDftP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh, 1 01#1 `EM2 /0 3 5i' z. b� d r . b 3 - 7 s 1 sb ► y • � 3 o C �;'r,r'�dr r ST. CROIX COUNTY ON -SITE VERIFICATION FORM ba.� ( 026 -- 3v- //1 -oar, Z 2t� PrcpertyOwner ParcellDtf Page of_._.._.._ y1 a Boring # ltd Pit Ground surface Slav, � ---ft. '7© _ - in. Depth to limiting factor at Application Fir Horizon Depth Domirent Color RodoxDesao ton Texture Structure Considonce Boundary Rods GPOff - jRY�LZU�{ Mlunsaq Qu.9z Cont. Color Gr. Sz. Sh. 'Eff#1 "F2 l Q -/y 4 Y A 3 v S 2 b jn r to Z -2o c zpsbk. L 2rr 5� c sb� ✓ , 3 c -- - 70 5- y / 1 ON, AZA /R- 7.5 � A Boring # ❑ Goring ❑ Pit Ground surface elev. _.___...__...,...__.ft. Depth to limiting War . .............. in Sail Awlicatio R& Horizon Depth Dominant Color RedoxDesaiption Tocwre Structure ConsWence Boundary Rods GPDRIF in. Munseu Cu. Sz. Cont. Color Gr. Sz. Sh. 'Effri1 "F" i Going # ❑ Boring F E] Pit Ground surface elev. _ ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Cobr Redox Desaom Ta wre Structure Consistence Boundary Roots GPDff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Efi#1 TUC ' Efftu"A #1 = BOD > 30 1 220 m99. and TSS >3011a0 mgA- ' Effluent #2 = BOD n4L and TSS 130 m94 v _ A olkft 4 it 4� Ott pQ - v t (i r 14 c° w LP VT v ei _ s - a d v N 3 ,� 41 dog a L 3 } a O' -Z� --- - - -- -- - _ - 7/ - 77 - 62- (7�5YZ _ ',�. � L ��. fi . �� ____— '� r �� ��. _ . `.. _ Sy /✓'�— �" ' L -1 f°/tLK __ - _ - -._' ��•' "C ��--f� � . � F �Ca�^'^ J v 2 �/'l�r;F 3r_ _��"_1k•L?.�,L�f. -:'� If: 2U JT �� fr �rt f t e l z (,,� __�.. f� �'•_C 1°-� �'��� �_� • _' ''r}� 1 cr�� ... ��'�L' +�•.• P ` <tr`� _ �rY�C�'� - _...._ .� _ _ d r -- Wi sconsin Department of Commerce SOIL EVALUATION REPORT Page _ of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must Count Cr oix include, but not limited to: vertical and horizontal reWeiicepoint (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. pen�ln — CJ 2& ^ !13 ©` �VX Please print all information. Re ' wed by Date Personal information you provide may be used for secohCAr�pp(S (PrivacyLaw,� s. 15.04 (1) (m)). 1p s Property Owner f roperty Location Gj b Z SW 1/4 NW 1/4 S T N R or ,W b L U 2 0 ovt, Lot ) Oakwood d De v Property Owner's Mailing Address of # I Block # Subd. Name or CSM# OUId?-Y A2 na Peu-1 Pi Org-nmer- city State Zip ` C PZ&k city ❑ Village Town Nearest Road Spring Lake P4rk, M. 554 •' . A 6 Y7 6. , Richmond New Construction Use: Residential ! Nurrlb`e ms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material glacial drift Flood Plain I vation if applicable ft• General comments � `�l - ( 40A t+r and recommendations: mound @ el. 101.80', based on contour lien of el. 100.80' ae t �. Zon Boring # � Boring 101.20 51 a 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 /ft' r — in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -7 10 3/3 none L 2msbk mfr 9W 2f .5 .8 2 7-16 10yr 4/4 none sicl 2msbk mfr qw if .4 .6 .� 16 -51 7.5 4 4 sl 2msbk mvfr na .5 •9 ; na 4 .6 E12 Boring # El Boring 101.20 ® pit Ground surface elev. ft. Depth to limiting factor 5� In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I `Eff#2 . 4° — 2 9-17 jnur 4/4 none sicl 2msbk mfr qw if .4 .6 3 17 -51 7 5 4/4 none sl 2msbk mfr gw na .5 .9 ,!o 4 51 -70 5vr 4/4 none scl M = NA na na .0 .0 * Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 mg/L ffluent #2 = D < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Gar L. Steel 02298 Address Date aluation Conducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 11 -11 -2000 715- 246 -6200 it r I . I , Property Owner Clak Land DeV , Parcel 10 # Pnr7i rg Page 2 of 3 F- Boring # ❑ Boring 99.80 41 31 pit Ground surface elev. ft. Depth to limiting factor in. Sal Appl ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 I 'Eff#2 .� 2 8 -20 7.5 4/4 none sicl 2msbk mfr 9W if .4 .6 , 1 4 ;z sc / 1 2msbk mfr na .4 .6 - 4 41 -60 5yr 4/4 none scl M na na na .0 1 .0 F-1 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 GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i ❑ F Boring # Boring Ground surface elev. ft. Depth to limiting factor in. pit 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 T S < 'Effluent #1 - BOD > 30 220 mglL and TSS >30 < 150 mglL ' Effluent #2 GOD < _ 30 mglL and S _ 30 nxyl. The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or I need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SOD -8330 (RAM) STEEL'S SOIL SERVICE Gary L. Steel Oakwood Land Development 1554 200th Ave. CSTM2298 SW4NW4 S25- T30N - R18W New Richmond, WI 54017 MPRSW -3254 town of Richmond (715) 246 -6200 lot #42 - Red Pine Corner This soil evaluation was conducted to satisfy a zoning requirement, it may or stay not be suitable for your use. The location of the test may or may not be as shorn as permanent lot lines were not established at the time the test was conducted. - 1 " =40' - top of SW lot stake @ el. 1' Alt. = top of 1" pvc pipe @ el. 9 7.95' V �j kip i GAry L. Steel 11 -11 -2000 Q c - 1 8 i LOT 43 � 64 9967 SO. FT � W -- ------- 33 '� t51 ACRES 1 3 's I o , - - OT Q . S Z 67, 6?? $0. FT, Z •OT 41 * ,r/ 1.55 ACRES 57 SO 9 7 406.32 ��I I 326.76' 1536.78' 569. £ASr1W*$T OVART£R UAC SEA 21 � ,��!_� # I � - -- OVERALL EAST - WEST 1/4 LINE 589'5226 "E 526,3.58-- r ;� 14:'27 651!462816a TuT MARKETING y ` - 0 l ' 6 00 s 53 FRCP 61ERMAW FWFL Y 17152465423 To l X8082' 4M4 v P: • � Da s • P ♦ a�iffi!iZ . ....,. ,�,` � � 010 '1 L= •" A40M !a pt Lam'!' M r X LOT 32 or LW AD= • �,. o ♦� \\ ~� • r • •� •' � "'fir.. • • +emu \' ' �� + �ti\ � ~ �Lr.. � �/rr• +• j �/" � • v ' , 43 1� 40 Sk ' • '•�'�'•'~ � �� I�� �� • + •' -•7/.�I � AIL tv xxrar LOT 42 � ''�•- •- M SAL • ••►••VA •a.a ••• e xam � r�A pC� 3q I7 x Ljor 41 azado ?-V � 1 538.7x' I LAC smslt 2 2G w W 1569.7 { . AAr AYA► r.. �. _ NIB9 5 .rs Ar •lam ww — — — OVER '•• W.V 1/4 U NE. SSG 62615 j t p_HtLL_S i j LOT �21 i LOT 22 L OT 23 j LOT 24 • w •Nr�.•Y� r i • a1 ����Y rw AaMMIi Maw J•�� Lq All ..l', • 'n • t s� � ST CROIX COUNTY SEPTIC TANK MAINTENANCE GREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer 7- „z Ma+i trot Address Gs -z d Z C7` GJIa.�► . f ^ 'O�' S S o 9 Z. Property Address f (Verification required from Planning Department for new 4,onstruction) City /State &4 -r Parcel Identification Nut aber LEGAL DESCRIPTION �# Property Location /,, /,, Sec. 21 , T, -R . W, Town of �e�l Subdivision ��'` r r Lot # �Z Certified Survey Map # , Volume . Page # Warranty Deed # 7 fo 3 2 7 Volume F . . Page # l Spec house O yes no Lot lines identii i.able �f es 0 no Y SYSTE_ M ENANCE Improper use and maintenance of your septic system could result in its pri mature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed bS a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste dispa A system. The property owner agrees to submit to St. Croix Zoning Department , t certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper v f'ying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if nece s tary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain th+ private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of N 4tural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returri td to the St. Croix County Zoning Office within 30 days of the xp' 'on date. SI A! CANT ` DATE ER TI ICATION _ I (we) certify that all statements on this form are true to the b t of my (our) knowledge. I we) am (are) the owner(s) of the property des bove y virtue of a warranty deed recorded in Register if Deeds Office. SIG A ANT DATE * * ion that is mis- represented may result in the sanitary permii 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 t is made in the warranty deed ST CROIX COUNT SEPTIC TANK MAINTENANCE . GREEMENT AND OWNERSHIP CERTIFICATIO: ,l FORM Owner/Buyer f r sly i < Main; address re Z O Z C7` �j�� . g tyi �, �` S'� 9 Z._ . 7 Property Address ` f ST a 0 - 0 -P (Verification required from Planning Department for new +;onstruction) Q City /State Parcel Identification Nw , tber 1-3 LEGAL DESCRIPTION C . qp2 Property LocationSW t /4, k/ '/4, Sec. 2.5� , T a _N -R / _W, Town of ©� Subdivision �- tc -�..c , Lot # �Z Certified Survey Map # Volume , Page # Warranty Deed # *— )' = I C� 3;Z , Volume c P ? J , Page # �a Sec house ❑ es no Lot lines identii fable � p Y ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its pri mature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed bj a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste dispo A system. The property owner agrees to submit to St. Croix Zoning Departmenu i certification form, signed by the owner and by a master plumber, journeymanplumber, restricted plumber or a licensed pumper vigi I*g that (l) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necel ;ary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain th4 private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of N aural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and return sd to the St. Croix County Zoning Office within 30 days of the ee xp' 'on date. 1 1 SIGN OF APPLICANT DATE OWNER CERTIFICATIO I we certify that all statements on this form t 7bt { ) y o thmy tour ) knowledge. 1 � of the propert des Dove y virtue of a warranty deed recorded in Register rf" Deeds Office. W / /O / SIGNATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary perrnii 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 1 is made in the warranty deed I POWTS OWNER'S MANUAL & MANAGEME 2 NT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner Tank Capacity Q�Q al ❑ NA Permit # Septic Tank Manufacturer 11 NA � - 7 3 t�- �UGF�U�'T` DESIGN PARAMETERS Effluent Filter Manufacturer > ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model A ❑ NA Number of Public Facility Units — II1VA Pump Tank Capacity a l A Estimated flow (average) '��(X� al /day Pump Tank Manufacturer ❑ NA Design flow (peak), (Estimated x 1.5) ki$ U gal /day Pump Manufacturer ❑ NA Soil Application Rate - gal /day /ft2 Pump Model ❑ NA Standard Influent /Effluent Quality Monthly average* Pretreatment Unit NA Fa ase (FOG) 30 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD _ <220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average is ersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L r Aqv-Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) :530 mg /L NA ❑ At -Grade ❑ Mound Fecal Coliform (geometric mean) 510" /100ml ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size A in dia. ❑ NA Other: ❑ NA Other: ❑ NA Other: ❑ NA * Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: 2 3 ❑ m th(s) (Maximum 3 years) 13 NA earls) Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cell(s) At least once every: El m h(s) (Maximum 3 ears) ❑ NA 2' ear(g) y Clean effluent filter A ( T At least once every: onth(s) ❑ NA �j ❑ year(s) Inspect pump, pump controls & alarm At least once every: ❑ month(s) ❑ NA ❑ year(s) Flush laterals and pressure test At least once every: ' ❑ months) ❑ NA ❑ year(s) Other: At least once every: ❑ month(s) ❑ NA ❑ year(s) Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. 'Page Z of START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cells) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; 4bicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS f ' and cannot be repaired the following measures have been, or, must be taken, to provide a code compliant replacemen stem: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. 1`r T j alua ' o ing ank . ?JgD44 - 5 TTSI, d ie - q/$'1ti/ Cfllv STR (J I II 0 ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLeft POWTS MAINTAINER Name I -b e—N J (� Name Phone r Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name �-�-, ckb ( e) 2W Phone Phone 3g40_ & This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & 13), Wisconsin Administrative Code. 11 s U 2 8 1 8 6 79F6 3- STATE BAR OF WISCONSIN FORM 1 - 1998 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO.. MI Document Number RECEIVED FOR RECORD This Deed, made between Jeffrey Peters and Kimberly Peters, 05/31/2005 02:45PM husband and wife Grantor, and Mitchell L. Dahl and Jodi M. Dahl, WARRANTY DEED husband and wife Grantee. EXEIPT t Grantor, for a valuable consideration conveys to Grantee the following described real estate in St. Croix County State of REC FEE: 11.00 S E Wisconsin (the "Property"): FFEEt COPY 117.00 CC FEEL PAGES: 1 Recording Area Name and Return Address ItETURN TO: Burnet Title 755fl France Ave. S- First Floor Edina. MN 55435 ATTN' Pn <t C10 -Ong Central 026 1130 42 000 Parcel identification Number (PIN) This is not homestead property. (is) (is not) Lot 42, Red Pine Corner, Town of Richmond, St. Croix County, Wisconsin. Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except Dated this 25th day of May 2005 (SEAL) (SEAL) 4 j, — ryi..% K' berly Pet (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) A State of Wisconsin, D`I SW p a�_I ) ss. � �P V:k G 0145%t 4 St. Croix County authenticated this day of 15 s A'[ Personally came before me this 25th day of May 2005 the above named ffre y Peters and Kimberly P and Wif to me known to be the perso who executed the TITLE: MEMBER STATE BAR OF WISCONSIN foreg instrument and a owledge t ame. (if not, =� authorized by §706.06, Wis. Slats) Y Y.' -- THIS INSTRUMENT WAS DRAFTED BY Notary Public, State ol Wisconsin Coldwell Banker Burnet 1301 Coulee Road My commission is pe anent. (If not, state expiration date: Hudson, WI 54016 $1 1D3 b 5 -33802 =� 5 `i Y �7 9 ) (Signatures may be authenticated or acknowledged. Both are not necessary.) Names of persons si nin 2 in anx capacity must be typed or Printed below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. [ WARRANTY DEED FORM No. 1 — 1998 Milwaukee, Wis. 1 07/30/2005 09:5*5 7152483588 SUPERIOR AUTOMOTIVE PAGE 05 04/19/2005 • 14:2;7 4514528164 TGT MARKETING {•`Gt1" (L �!1 f�W -�'M 001" r rFMlN j 0WW##V �„TY 171 246540 T0v A S1 do 94M ACAW 1.0 Atom Jo NAM-in pz , w " �11� �� ! � (������� • . `w ,• .y �d�Q i 7?�1� " • ��� ' „/ may/ `_• �V �rOM Art / • "•• "•• Lirr AD= •' • i r �� r 1 • v ♦1 ` �I..n..r •W.IYw � ' wt M ♦ew ..Ir Y ._ r ' I NS O � tS • r,1 • "••." 1� � � ' ' .•♦` /rte �'� ••r•" � `• ♦• SIT ' A xrn mo 9% �. .r�.v ft ". WAMW X � A 4" .• , «. _ _ N69'3Z26" W t 56 1.7'6' � � t j _ ..r .,., a..wpy AU. AST WEST 1 /4 UNE S fto52'Z6"E 62U3. M ,0 LOT 2 1 1 LOT 22 1 LOT 23 wwrrrrw__ bw+rr f • l . cn n C 3 m m rr�` o c O tv v� O �p � ti � ,II � • �1. 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