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HomeMy WebLinkAbout026-1160-29-000 n10 n d k � ) � / � ) g � � J 7 � . IDi D E 0 o a r 3© Q , % $ § ( g c) - O\ m m 2 2 % . C. o , = o LI j ) = r g § § J $§/ ¢ "/I \ / § e A Z4 ® 0 CO) & c W "VIA (D r 0 0 o k� C § % § 3 7 m � a 3 m ■ a ) \ E ° k. CD m (D \ & .. w , 3 . . Eof 2 / < \ CD N 2 q / w CA 3 a � § \ ( w T m \ / § z / % � 2 , > E I -0 w < <3 ° n ; Dr = , E9+P+i[ CL 2!E®sm; ° # (© n ƒCL \i / // 7 0 /� § 0 77 7& t \R§f®� a =—¥£ o W § cD w % 3 M =9g . ag ,� m } /a)] Eat/ m � 7� . 2 22CD K 0 G Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 453326 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: LeQue Builders LLC I Richmond Township bz(0 // _ 9 646 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: 10,0, -�-a S u ry �o � Mt� 1 23.30.18 � . f TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Lj Dosing ..j Alt. BM 1.b3 Ja�•`� Aeration Bldg. Sewer 5 -� 97.9Z Holding St/Ht Inlet G ', o A .,� lyc l TANK SETBACK INFORMATION St/Ht outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic , 1 p , /'3 0 1 -� Dt Bottom Dosing Header /Man. 9.3 4 .7s Aeration Dist. Pipe Holding Bot. System i . 14L. 49 7 PUMP /SIPHON INFORMATION Final Grade S. O:• S$.o45 Manufacturer Demand St Cover Model Number TDH Lift Friction System Head TDH Ft Force in Length Dia. well SOIL ABSORPTION SYSTEM _ BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS /0.01 2 _ SETBACK SYSTEM TO P/L BLDG I WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR r, Z �10L, -) Type Of System: f 3 , 5 N v r UNIT Model Number: Qo nUt_w� i v r�r, -Q DISTRIBUTION SYSTEM Header /Manifold IDistribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length 1 4 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 E Yes M No [ j Yes No COMMENTS: (include code discrepencies, persons present, etc.) Inspection #1: e / i Z / Inspection #2: / ! cv Location: 1353 146th Ave. New Richmond, WI 54017 (SW 1/4 NW 1/4 23 T30N R18 Whitetail Meadows Lot 29 Parcel No: 23.30.18. TvP b�7 �o....�crJ7} t --j — S-Q� ',�l° �J$�ls�<'M Si ?.e �4A rv 1.) Alt BM Description = 2.) Bldg sewer length = 3 e - amount of cover = W , , C pl.,,•� �" �,,, •. �t •. r s �„ l d..� e. 1 O Y„�.,.,,•., '. ri.r.,....�n� e� 'oe"t'`a.�'.�• �'c' Plan revision Required? ",I Yes No a / z '9 ��)�2 Use other side for additional informal SBD -6710 (R.3/97) Date insepctor's Signature Cart. No. r - • Safety and Buildings Division Coun 201 W. Washington Ave., P.O. Box 7162 �f 0t l Visconsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce () 266 3151 02 r/p Sanitary Permit Application $ Plan I.D. Number in accord with Comm 83.21, Wis. Adm. Code, personal information you pro dp may be used for secondary purposes Privacy Law, s15.04(1)(m) Project Address (if ifferent thanaddress) ✓, I. Application Information - Plem Print All Information 'sue f , x ., Property Owner's Na me Lot # BI Property Owner's M ailing Address p Location 19 S7 R cs-\42�'� - O, City, State Zip Code Phone Number to , P - I.-I k & cle } m n QO -71S T�N; R�Eorl 11. Type of Building (check all that apply) 3 Z 2 S 7 / d Subdivision Name CSM Number � t ubliclCommercial or 2 Family Dwelling - Number of Bedrooms 0404 l �S�t¢ _ _- - Describe Use "' u k � State Owned - tribe Use ❑City_ ❑Village ownship OttiS ,-- M. Type of Permit: (Check only orate y' a line A. Complete line B if applicable) A ' ( New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System lI `` List Previous Permit Number and Date Issued B. El Permit Renewal ❑ Permit Revision El Change of ❑ Permit Transfer to New Before Expiration Plumber Owner IV. T ype of POWTS S stem: (Check all that apply) (( ANon - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil El Mound C 24 in. of suitable soil L1 At-Grade El Single Pass Sand Filter ❑ Constructed Wedand ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line Gravel -less Pipe ❑ ther xp V. DispersalTrreatment Area Information: Design Flow (gpd) Design Soil do e(gpdsf) I Dispersal Area Required (sf) Dispersal Area Proposed (sf) System E►evation O c7 /S' 0_ S oa 9a a VI. Tank Info acity in Total Number Manufacturer Prefab Site Steel Fiber Plastic G Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or olding TankD Aerobic Treatment Unit lOt� Dosing Chamber VII: Responsibility Statement I, the underdpted, pousibihty for of the POWTS shown on the attached plans. PI tier's Na me (Pri Pi s Si tune X!P PRS mber Business Phone Number cr_\ U� 37 `i LS - �y -S � 3s Plumber's Addre ss (Street, City, State, Zip Code) A U� IN.�t.>,, � (�� s of VIII. aulanty en: use Onl Approved El Disapproved Sanitary Permit Fee (includes Groundwater Date Issued I mg Ag Si tar Stamps) ` Surcharge Fee) d / -7 O (` _ ❑Owner Given Reason for Denial 7 IX. Conditions of Approval/Reasons f >✓1_ _ ��e6Qh,/ l'16� slS Septic tank, effluent filter and �{1►'PIIITZtJ)t>th� �yt�yQ 1 p f � _ � dispersa ell must all be serviced !maintained a s o m an?ggment plan Drovided by plumber �� `"1 � o � 2. All setback requirem sy i iota �ju.axd r?n 0% as per applicable code /ordinances. 4 Attach —plm phms (to the Coeaty only) for sy�syiL�m�, on not Im tbnn 8 /2 11 iacbes�� �BR r — - P A /sT • I i 1 � I A N 1 , I I I I I I I I I I ' I I 1 I 1 I , I i I � � I i I , I I ' I I w I I �co I Co I — - - -- I - - - -- -- - -- - - ' 1 -- t C i 1 ; t o � r — T — ' 1 L - f i ( I I f I - i I f 1� -- -- -- i Ltc�✓+ -.�'S i � S f I f -r- ' I 1 ; I 1 I f I A� VN LLB y lUW V1 s a 3-T ti i g �o ► 9s 7 Q� N ►R� c.�vro .� s cot ? C� /-ST Croce 0 a C. - / (0 t -9 0 - - T°�,c� aS e c;o ovJ - �o y �ve- I �f I _ I a ,CAM Bird Plumbing Inc. 1008 192nd Ave New Richmond WI 54017 715- 246 -4516 Subject: Whitetail Meadows Soil Tests To Whom it may concern: I Shaun Bird did the soil tests on this subdivision known as Whitetail Meadows in Richmond township. After a couple of installations, some of the soils were found to have a more weak structure than what was found in some of the borings. In order to protect home owners and contractors, it is my recommendation after discussing the issue with Pam Quinn from St. Croix County Zoning office that the systems be oversized using a.3 loading rate instead of the original .4 rate. On the lots that were originally sized for a.5, I recommend using a.4, not the new .6 that the state has suggested. The soils are what the tests indicate but the large areas tested did not reveal some of the weaker structures that were found upon installations. If a installer can prove otherwise, that the weaker structures do not exist, then the installer should proceed with the soils that he /she believes are present. Shaun Bird CST *226900 z•d d64 s T T Vo so -add ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT f ST. CRODC COUNTY GOVERNMENT CENTER s�s��N�r' �����° 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 Memo to File From. Pam Quinn Date. 4/27/2004 Re. Sandy loam structure misinterpretation on subdivision soil reports Recent soil on -site determinations have brought a problem to our attention. During these on- sites, bo "rings were excavated to confirm soil conditions where two conflicting soil reports had been submitted for zoniflA department review. The soil profiles, evaluated by myself, Dave Fogerty, and Dave Steel (all certified soil testers) differed from the original soil reports in that massive (structureless) sandy loams were encountered in horizons that were described as having either moderate, medium subangular blocky (2msbk) structure by Adam Schumaker or weak, medium granular structure (I mgr) by Shaun Bird. There apparently has been a misunderstanding between "structure" caused by handling samples of the soil during texturing versus the soil characteristics in situ. The soil, when chunks were taken out of the profile to hand texture, with pressure parted into "crumbs" that appeared at first to be subangular or granular in shape. However, these were not true peds that broke apart along planes of weakness, but fragments created by handling. The soil when observed in the horizon did not have distinct units of structure and should have been reported as "massive ". Added notation: on 4/23/04 Mark Iverson (Cedar Corp. certified professional soil scientist), Shaun Bird, and myself did an evaluation of soils on Lots 6 & 9, Richmond Meadows where the original soil report described the third horizon as sandy loam, "lmgr ". On Lot 6 we checked soil profiles within a POWTS distribution cell and then excavated a test pit on Lot 9. The sandy loams in question were a weak, coarse to very coarse subangular blocky structure, where planes of weakness were just discernible when peds were parted from the profile. The peds separated with very light pressure by soil tester. Sand coatings were observed on the ped faces in the Lot 9 soils, which supported the determination that some structure existed to allow water to move through the upper portion of the sandy loam horizon. However, below the weak - structured soil we found massive (structureless) sandy loams and the boundary between these horizons was irregular, which would mean a distribution cell could encounter alternating weak and massive sandy loam. Shaun said he would amend his soil reports with a memo recommending that any sandy loams he identified as "lmgr" or "2 mgr" be assigned a lower loading rate of 0.3 gpd/ft2 (see attached memo for Whitetail Meadows) to provide a larger dispersal area. Page Two — Soil Memo 4/27/04 Massive sandy loams have been assigned a soil application rate of 0.2 gpd/ft with the code changes in Comm 83.44 -2, effective as of 2/1/04. The application rates listed on the soil reports were higher due to the structure having been described as either weak or moderate, which affects the calculations for sizing of POWTS distribution cells. Obviously, one of the concerns is to make sure loading rates for the soils are not in error and allow undersized POWTS to be installed. For example, in December 2003, Lot 35 of Richmond Meadows subdivision had to have its loading rate reduced to 0.3 gpd/sq. ft. when the installer encountered massive sandy loam at the system elevation. The sandy loam horizon had been described on the soil report as "lmgr" with firm consistence. Leroy Jansky, Dept. of Commerce Regional Wastewater Specialist, has been consulted on this situation and advised the zoning department to require on -site verifications for any lots with this potential misinterpretation on the soil reports. All soil reports with sandy loam "1 or 2 mgr" as its structure will be required to use a design based on the current code's soil application rate for massive sandy loam @ 0.2 gpd/sq. ft. unless additional soil testing proves otherwise. Z Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must point include, but not limited to: vertical and horizontal re ference (BM), direction and parcel I.D. �yh percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. R ewed Date Personal information you provide maybe used for secondary purposes (PTiyacy Law, s. 15.04 (1) (m)). Property Owner Property Location Z Govt. Lot 1 /4 S 0C 3 N R E( W P Owner's Mailing Address Lot # Block # Subd. Name or CSM# a ' I , CAY State Zip Code Phone Number ❑ City ❑ IHage own Nearest Road New Construction Use: Residential ! Number of bedrooms 3 Code derived design flow rate �� d GPD ❑ Replacement ❑ Publi or commercial - Describe: _- - - - - -- - -- - - -- — Parent material az l � Flood Plain elevation if applicable f ✓� ft General and recommendations: Boring { ❑Boring # it Ground surface elev. �_ ft. Depth to limiting factor �-- in. Soil Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ly � 1 3U � �-- 11/l� s✓�9 7 Boring # Boring in. n surface elev. ft. Depth to limiting factor Pit Ground su Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 I - Eff#2 t is 3� � � � � S) L I v, 3 �L Effluent #1 BOD > 30 = < mglL and TSS >30 < 150 ' Effluent #2 = BOD 130 mg/L and TSS < 30 nxA _ 220 CST Name (Please Print) Sig CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 r . —� 715- 246 -4516 Property Owner _ Parcel ID # Page of 1 -31 Boring # ❑ Boring /.� it Ground surface elev. ft. Depth to limiting factor �� in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 0 a 3lz — ,,-L- C-V am , s , f Z L -35 I (� ��' L �L v -(-^ w 1 ol F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil liption 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 F-1 Boring # E] 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 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg& ` Effluent #2 = B00 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD -8330 (RAW) I Soil Test Plot Plan Project Name William Stock/Steve Dalton Sha r Address 1748 112th St. New Richmond Wi 54017 #226900 Lot 29 Subdivision Whitetail Meadows Date 8/15/03 S 1/2 N W 1 /4S 23 T 30 N /R W Township Richmond F1 Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 92.9/92.8 *HRPSame as Benchmark Alt. BM Top of 2" Pipe @ 100.2' 378' Propert�Line Scale is 1" = 40' Please note: Installer must unless otherwise verify all lot lines and setbacks before installation noted Please Note: Tested area 98, may not be suitable for desired building area. Check system location before excavating. 97' 2% Slope -2 B -3 0 45' a� a 0 419' Property Line t _ 1 30' 20' 100' M.H .11A* Vz 1 EZ1203H f t *r.�r�.s lfsr *!r RR!!! 74�* R -wr 12" ww • r r rrr 4.625 r' t:; r • ( w► • r r rt fff t tw • Rrr 112 CiM r! 1►r! rte! *rii s♦ • ♦rlrr ! ♦t...ir * !!Aria *�w �s �'!!r►r rrr! !►rrrlrR♦ lrr►!!• _ tlrtr!! i 36" v- •at*e 1 2 -112" DIA. ( tYR) { +nhf C-Ir In A ? ret f q � : ss�a:�t �� «s r. 4 % 1>2: t4 :ig Fl � €] D. of 4" PV- - 4.625 ulellCf tdtartti (2 Sideara ) , 1844in j I Vold vOWft Pe+' t ++xar 2 . 3 a?Sir f tin = 3 14 r t2n�ta ` '' n t it ift J 9ocaorn f).Cl of+assirr ,p _5 erxAm ? 00 Tstsf Snit laterfaec A 1 j %Qid volurwe in awreg. of ceytte, Cybnder • r s. r. - /( '�'� 1 S.14 S(� p Vod volume in awt m g •5.r aw 1' 4 Projected Trench 11rts j t52iw�l1� - - 5. >a° 901 fp' j ! Sldewall Heim . t2 m_ • = 2_00 O i V oW ro /uem at 6w Bottom = ; Ft ! saar bctwcrn cyli .. Z�+`w WM 7 3b . in 3 UO Ff. t ?ierA "'Old st �m MK A rea ! t,12ia • s ^fed Trtwch A = + v SAO S4 Pt. r as �' outvde bottom corm 41!": sf ror9 volurrrc btt wren tiYtrrrderst 15 2 f S .' ? tf f!� tC 3 Tofat votd volume • 4.117 + 0,422 + 0,90, , X215 � 4. f08 - f:atlaris f 7fi cubrc ft r h + i ft = 1.765 X 7.48 1 i 1 f 26 x l C _ -C) i EPS Aggregate Trend System EZ7203H 1 EZ o w Ring - tnduStriol Group l o w 65 Industr Pork Rd. _..__ .. Oakland. TN 8t i50 ( i cur �aoJt+ –,af 1 S HM: tar }f -z7 -o, i ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owncr/Buyer ` Mailing Address S" ! Property Address V 3 5 'FA. � y (Verification required from Planning Department for new construction) City /State Parcel Identification Number , O 0 c� LEGAL DESCRY. Property Location '5'u! %4, I'1/ Iy '/ Sec. ,a, T--3-LN -R�W, Town of on Subdi vision ` o rs Lot #a Certified Survey Map # �u�d. P ea,- Volume Page # Warranty Deed # "7c c� Volume _- page # S Spec house 06 yes D no Lot lines identifiable byes ❑ no SYSTEM MATNTR1VaNCE e'f Pry use and ma'u490auaacof your septic system could result wits premature failure to handle waste:` Proper cots std PemPm8 cart the septic tacit every dwm yem or sooner, if needed by a licensed purger. What you put into the system can affect the faurction of the septic tank as a treatment stage in the waste disposal system. muter 1 property owner agues to submit to St. Crm Zou=g Department a certification form, signed by the owner and by a P , JowucYman P1anber. resh ictod pbw ber or a licensed Pub that (1) the on site waskmaterdtspocal system is in paper Venting condition and/or (2) triter an d p (if necesmy, the sePtic tank is leas than 1/3 full of dodge. I/w.e, the undersigned have read the above reW memen t s and agree to nurratam the prism as e t: set ford#, herein. el .the. �'"'a8 l system with the standards ' of C�>�mx a d the Department of Natural Resovrms. state of WbcousiL fJartifeatibn stating that YOUF septic system has bees maintained must be days of the year a r ►kted and returned to the St. Croix County Zoning Ofd wkWu 34 �UfZf� IGNAT[1RE OF APPLICANT DATE OWNER CEO lt.DON I (we Certify that all statements on this form are true to the best of my (tun) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGN TtJRE OF APPLICANT DATE Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. " Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed 4 ppWTS OWNER'S MANUAL & MANAGEMENT PLAN P ' Of s-�rsr f3 gf�cAT�oas 0 NA :Le DFORMA �..L. Tank Mareda � t QS� gal Owner SW U O p 13 Hold+n8 `�• � s P 5 3 Tank M� ANA PAPJA o , 0 a Dom 13 Harr Vol* gal Number of Bedrooms C3 NA Mar►u � (''� v�C c) ❑ NA E Fir _ i aT(1 Number of Publ� Facwy Urns Effluent F Model — (�� A Estimated (average) flow l Pump Manufacturer `AN Dew tPO flow = (Estimated x 1.5) L aU p Model ,JXN Sail ApphcatiOn Rate Pretrestment Unit Sid lrrflt�e�rttlEffl wm ter a St>U� �r ❑Pant Filter Fats. oil & Grease (FOG) 530 mgA- t3 twee Aeration Cl wetland 5220 mglt Q rl A �caf oxygen Deman c80Ds1 D Disinfection 0 Other: Total Suspended SON& (M) 5154 mg'L Manufacture C} NA Morifty average pretreated Effluent Quality p}sp Cents) Biochemical oxygen Demand (SOD -) 530 a*A- , �� lor�+ty) C3 h� -Mound ire" NA Total Swpe Soft (M) 534 m9A- C3 Mound 510` chef 140rd C3 AE-Graft Fecal Conform {geometry ) t3 Drip- CS Ater: in die. 0 NA R NA Ma xitnum Effluent Partide Size Ys p NA 0 NA • Values typical for domestic was and septic tank effluent. Other: MAfNTENANGE SCHEDULE Sew F"HFMW-Y S Event month3s) � 3 VOWS) C1 NA At feast ore every: condition of tartkfs) OnL-third (Y of tank volume t3 NA Inspect When combined sludge and scup► equals Pump out con tents of tenkts) When the high water dnn aiYated 0 NA t3 rnoret# jts) gYllsxlrt�tanrt S years) inspect dispersal Canis) At least once every: � trtic><tth{s) 0 NA At least once every: Cl eff)uerrt filter ❑ morrthts) 0 NA At least once suety= C3 s) inspect , 1 controls &alarm El $) DNA At least once evWY= Rush laterals and test Cl manrthlsl ❑ NA At least once every: ) O NA or certifications: WMWTENIAfIM �CTMUS an �l Cartying one of tha foNowuV licenses (Pumper). lnspe of tanks and dispersal coils shali be made by Maintainer: Septage Servicing any Cracks l . of Master Plumber: Master Plumber Restricted Sewer. POwTS htsPe�: pOWTS or broken hardware. identify Lion of the tonkts) to id Y any of effluent on the 9 Tank inspections muot incl de a visual inspection a check for any back � f pipes and to check far on) leaks, measure the volume of combined aludga�sctto trek m the obsery surface. The disperse) Collis) Shan be visua the effktent levels surface may indicate a failing condition an( pound surface. The ponding of effluent on the 9TH ping of affYuent an the requses tha immediate notification of the local regulat or1+ y one-third tY or more of the tank volume, th of sludge end scum m any treattnent tank equals of in o r n a� with chapter NR 11? When the combined accumulation a tng operator and d isposed entire contents of the tank shah removed by nts, pretreatmer Wisconsin Administrative Cade. rxtt teruted to the servicatg of effluent filters. � o r pressurized comports All other service. including but by a Certified ppWTS Maintainer• units, and any set Acbv at intervals of 512 months, snail be of completion of ay n service event. A service repeat stta� be provided to the local reguietorY a�umonitY within 10 days GMW 12!02 i START up AND OPERATION P19e 2 of ~ Z For new construction, prior to use of the POWTS crack treatment tank(s) for the presence of paintin� products. solvents or other chemicals that may intpeds the huatrnent P and/or damage the soil dispersal Cell(s ). if high concwTbv tom are detected have the contents of the tank {a) removed by a sqage stevi ing operator Prior to use. System start up shall not occur when soil contiltions am frozen at the infiltrative surface. During axtand Power Outages pie es t Puonp tanks may fill above nortnai t�hwatar )ate. When power ts restored the exces celt(S }at one !ergs close and may overload them resulting in the backup or surface age of efikrertt. To avoid this situation have the contents ntents of the pump tank removed by a Septage Servicing Operator prior to restoring Power to the effluent Pump or contact a Pk*nbw or POWTS Maintainer to assist h marmally operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and disperaal calls. Do not drive or park over. or otherwise disturb or within 15 feet down slope of any mound or at -grade soli absorption area. compact, the area Reduction or elirination of the following from the wastewater sheen may improve the perfomawtoe and POWTS: antibiotics; foundation drain baby wipes; Cigarette butts; c o ndoma: cotton swabs; degreasers; dental floss; diapers disinfectants; f the Panting disinfectants; . } discharge; fruit and vag atMA Paelirq 8 rne: grease; herbicides; meat scraps; medications , oil; sanitary napkins; tampons; and water softener brine. ABANDONMENT T When the POWTS fails and/or is Permanently taken out of service the following steps shall be taken to insure that the system is Property and safety abandoned in compliance with ctwpter Comm 83.33, Wisconsin Administrative Code: • AN Pgxn9 to tanks and pits shall be disconnected and the abandoned Pipe openings sealed. • The Contents of all tanks and pits shall be removed and Property disposed of by a SePta9e Servicing Operator. • After Pumping, all tanks and pits shall be excavated and removed or their covers removed and the void apace filled with sill, gravel or another inert solid rnaterial. CONTINGMCY PLAN If the POWTS fails and cannot be repaved the following measures have been, or must be taken, to Provide a code compliant r eplace ment system: A suitable re lacerrnent area has been evaluated and may be utilizaed for the location of a replacement sot( absorption sys m. The rep area shotid be Protected from disturbance and compaction and should not be infringed required setbacks from emoting and Proposed structure, lot lines and wells. Fallu a to Protect the upon by restdt in the need for a new soil and site evaluation to ears e a suitable replacement area will com ply wlti► the rules an effect at that time. " "'ef't see. Replacement systems must ❑ A suitable replacement area is not available due to sadmick wMVOr soil limitations. Barring advances te9y a holding tarty[ may be installed as a het resort to replace the failed POWTS in POW7S , e sibs has t been ueted to identify a replacerneM Upon tailure of WTS a soil and site a sari ff no area is a holdi k a last to`reptac� failed PO S ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomnat at the infiltrative surface. Reconstructions of such systems must comply with the hies in effect at that time. «wARNING> > SEPTIC, PUMP AND OTHER TREAT? TANKS MAY COKTAIN I.u. UFRCIYQEN. DO N07 ENTER A SEPTIC. PUMP OR OTHER TREATMENT TANK UNDER ANY CR ANDfOR iNS ENT OX .S. DEATH MAY RESULT. EN. D : OF A PERSON FROM THE INTERIOR OF A TANK MAY sE DIRCULT OR IMPOSSIBLE. ADDITIONAL COMMpR1ii S POWTS INSTALLER POWTS MAINTAIiMER Name U` W -e {cS Narrue Phone - 1 [ S a1 ( S! 3S "Vine , SEPTAGE SERVICING OPERATOR OVMPER} LOCAL I Gt>tgTORt( AUTHORITY Naurne Phone Name S ' f' w; 1 S This document was drafted by ttm staffs of the Grew lake. Marquette and Wa m*wa County Zoning and San cater itatFon Comm 83 . 22 i2)tb)tt)id) &if) and 83.54(1), (2) & (3). Wwconsin A� Code. in compRance with U 2496P 589 7x2468 �\ ' STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS Document Number ST. CROIX CO., WI r RECEIVED FOR RECORD This Deed, made between Dalstock. LLC Grantor, 01/23/2004 09:30AN and LeOue Builders, LLC WARRANTY DEED Grantee. EXEMPT Grantor, for a valuable consideration, conveys and warrants to Grantee REC FEE: 11.00 the following described real estate in St. Croix County, State of Wisconsin TRANS FEE: 121.50 (if more space is needed, please attach addendum): COPY FEE: Lot 29, White Tail Meadows, St. Croix County, Wisconsin. CC FEE: PAGES: 1 Recording Area Name and Return Address David J. Estreen 304 Locust Street Hudson, WI 54016 i Part of: 026- 1068 - 90-000 Parcel Identification Number (PIN) This is not homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this day of January 2004 AUTHENTICATION ACKNOWLEDGMENT Signature(s) Dalstock, LLC, By: STATE OF ) ) ss. f� County ) authenticated this J day of January , 2004 — Personally came before me this day of the above named * Kristin Ogland -- _ TITLE: MEMBER STATE BAR OF WISCONSIN _ (If not, _ _ to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Slats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Attorney Kristin Ogland * _ Hu WI 54016 Notary Public, State of y My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ,) * Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals Co., Fond du Lac, WI STATE BAR OF WISCONSIN 800- 655 -2021 WARRANTY DEED FORM No. 2 -1999 P-Hic VIE vvyL.r5 IOT 6 --PPPOVrA PE 4 ACWMA r w fi­"" -------- IV ---- -- i t fit .... ........ 1 0 .74 ? r —:-_- ... ..... *iN I Hit" ' A N I 8 f g4 m # C - V1 rt.. a .......... I MM-1i Jr. It 4 1" H it 2v 1 j I C al iR -1 its. Ila 1 14 41 �p0� - .-��. ;, �• �. J �� 0 0 Its A I 45 3 � g ��/ ,�1 � t .'sF- 2 C, a 1 Ila I lit lit ............ :OW .96 P 4 6 Irl AVVJVWS LIE AMC M= —7 A o il s lit 4b 1- '16 P , S X x X flit i I. Jw Pa 4w io 46—OM st—V