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HomeMy WebLinkAbout026-1160-04-000 @ : c ' ° J Lo� CD 3 A Q! 44 0 ƒ 2 ® 0 { 7 ( § - \�} \ \� 8/ \- k / \ \ ° x 00 8 C ; n o E E \ & 0 g § I f ■ g / §/ \ 0 2 2 CD � ® © m U) / } f � /_ . — Z 2 : m T g ■ % 000 2 2 c # � C , § \ E # -4 @ & (D / � f r E o z [ g ƒ § $ ( 7 2 £ CD CA CD $ a- N [ E \ \/ ca 0 k CL / 2 E , [ C4 �� /2 k k k 3 E; 2! }22 §2\E/ /]RI}§ n [2g \2§ { ,,omo CD N ! cn ] } ƒ2j \g[ n C ge, 7+i§§ 2 CL 0 CD of \moo �_ /a-l< a _E—= J CL} \\ k E §§R (D = 0 � G § i � ii �a o� * Wisconsin P,epartment'of Commerce PRIVATE SEWAGE SYSTEM County: St. Cr oix SafEty and Building Division '' INSPECTION REPORT Sanitary Permit No: 453102 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 O. D /5791 Dalstock LLC Richmond Township CST BM Elev: Insp. BM Elev: BM Descrip on: Section/Town /Range /Map No: Q0-- Q 06 • 9 /P7 � 23.30.18. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark /2 5 aSW 10),6 Dosing � Alt. BM GQ Aeration Bldg. Sewer S oo. Holding St /Ht Inlet W. 3 St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet �— Septic C 6 ' Dt Bottom Dosing 7 N Header /Man. ' ' •G y �7 f Aeration Dist. Pipe 3 , 7• C 2 Holding Bot. System f X 08 3 J7•0 .3 Final Grade PUMP /SIPHON INFORMATION ,$'f� f �j y.p�, ./ s. 3 .S,L y � Manufacturer Demand St Cover GPM 2.&9 / 6 2, 1 2. Model Number TDH Lift Friction L stem Head TDH Ft I __ Forcemain Len Dia. Dist. to well SOIL ABSORPTION SYSTEM 2 F J S BED/TRENCH Width / jLengtty % No. Of T,' c es PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS OOYy SETBACK SYSTEM TO P /L BLDG WELL LAKE /STREAM EACHING Ma r ` INFORMATION Ty p Of System: CHA R� -7O UNIT Model Number: T V DISTRIBUTI N SYSTEM -& py� Header /M anifold Oistribution Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Q ' / / Length Dia Length u0 Dia /� Spacing � �— `�` L; SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only /O 0 Depth Over / Depth Over xx Depth of xx Seeded /Sodded xx M ed Bed /Trench No Yes Center t / ed/Trench Edges Topsoil Yes 777 ., 7 No COMMENTS: (In Ede code discrepencies, persons present, etc.) Inspection #1: -s / / Inspection #2: ! / Location: 1354 146th Avenue New Richmond, WI 54017 S 1/2 NW 1/4 23 T30N R1 8W) Whitetail Meadows L t Parcel No: 23.30.18. 1.) Alt BM Description = S� � � / ( .Sd�l.� A3 2.) Bldg sewer length = Z� b - amount of cover =7 �/ r ` _ �/ C 1 Plan revision Required? Yes o �� ) �� r Use other side for additional information. SBD - 6710 (R.3/97) Date Insepctor s Cert. No. a ~ 0 d - 00 � m a c evj CL„ 0 Be df N fi r ►.. S. Y /60 6 N LL c 7 Q ! Z �; g Z Z N N co F 0Z 3 c 3 N U) N _ CD a > 0 ,I Y X86 T ` 3 •� L 3 w ' a N LO ID 0 a E O O O t4 IL • N � fn J U Z O / �i d N Z / p =3 a� _ m o C', N N ! N C p O O O N O • M N L N N O V p N R V O Z c Z r CL IL Y _1 A 0CL oin00 I ' 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 o ffice that the systems be_ov ®FSiaed -usinn a 3 loading rate instead of the original .4 rate. On the lots that were originally sized for a _5, 1 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. I I Shaun Bird CST #226900 I Z•d ds * =ti *o so add ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT I I olive ■ ■ ST. CROIX COUNTY GOVERNMENT CENTER 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, borings were excNvated to confirm soil conditions where two conflicting soil reports had been submitted for zoning 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 (1 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 "l mgr" 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 "I mgr" 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 "I 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. f Safety and Buildings Division C , 201 W. Washington Ave., P.O. Box 7162 L t �Vi s c o�sin Madison, WI 53707 - 7162 Sanitary Permit Number (to be fil ed in by Co.) Department of Commerce, (�) 266-3151 s3 Sani Permit •A, r i -11- 1-1 - State Plan I.D. Number L In accord with Comm 83.21, Wis. Adm. Code, be used for secondary purposes Prim) i Project Address (if fferent than mailing address) 1. Application Information - Please Print All Infornai Property Owner's Na me ti ( Parcel.. \ Lot At Bl Property Owner's M ailingkdress P tton l O / l �� S w, N" ,Section City, State Zip Code Phone Number N - A N; R t �.j - �/(cE or iror II. Type of Building (check ail that apply) Sa ` T a�- - Subdivis' n Name CSM Number I or 2 Family Dwelling - Number of Bedrooms t 1 . k) ❑ PublictCommercial - Describe Use �J h t �`� ► J ►�a�n� S ❑ State Owned - Des ^ri Use ❑City_ ❑Village L of n ZJ III. Type of Perat: (Check mly due box A. Complete line B if applicable) A. XNew System ❑ Replacement System ❑ Treatment/Ho lding Tank Replacement Only ❑ Other Modification to Existing System B. I El Permit Renewal 11 Permit Revision ❑Change of 11 Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS S stem: (Check all that ) Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line Gravel -less Pipe ❑ Other (explain) V. reatnunt Area Information: 5 Design Flow (gpd) Design Sod Application Dispersal Area Requi Dispersal Area Propos System Elevation 56c 3 3 q7,T g q(, 2s VI. Tank Info Capacity in ora Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units �(/ ' /� Concrete Constructed Glass New Existing Tanks Tanks Septic o Holding Tank ,e Aerobic Tmaunent Unit Dosing Chamber VII. Respong4iliq Statement I, the undersigned, gghkw responsibility for ' of the POWTS shown on the attached plans. tier's Na in (Pri t) PI ber's Si Oture MWMZRS N her Business Phone Number 1 , CI I c� 3 fS �� umber's Addre ss (Street, City, State, Zip Code) . Cozen tDe t use 2Ld Approved ❑Disapproved Sanitary Permit Fee (includes Grgundwater Dan Issu Issuing A Si Stamps) Surcharge Fee) � �� i�� `f /9 b Q ❑ Owner Given Reason for Denial IX. Condit# Apprnval/� for Disapproval. ` � , q A /'� ��� �j� ��!/G✓ _� M I t Q/Y1 7 H l�'t 6 z - &dispersal tic tank, effluent filter and cell must all nP serviced I maintained (3� �� �� ✓5 as per management plan provided by plumber 2. All setback requirements must be maintained as per applicable code /ordinances. �� ✓n ,Q 3+ Y V-"- - Attactt compkte plans (to the Coady only) for the system on paper not Im than 81/2 x 9 : nvAcAAAA-e-X -htry � 5y,144-r.) 14-T si 7e. Qo.1�s oc LLr, _ _ S a Owv, S a3T3o N_R £� LO rr,on U-1 5 o i 7 C -o nab-(OIo8'- �O�Cx�� ' ;��o � b �. - r — acs -10 loft. 90- o s ! 35q /ybu 4 , -- A— •evert 9 `a ' ( 9 7, 7 9 7 9'6 l q C3 Sc E = coo' too Aft +ef'1 w� �T q o p Do 'D O � - j w s L67 'U�� I\.�C�1►rr�OJ1a �� �� � i 7 � �h'1o�1 ���� �+f�0 � � Oslo Io�(o -3 - a CL r (� +U 10(* - 90 C�r_>C_ -� F � _ 10 to v - �O c n � 97,1 97 qb l 95 - 3 yo , o T BM `ro -A Suruey ,� �� loo c i i �Io 0 �0 a o' la ate, ST. CROIX COUNTY WISCONSIN ..✓,'� _ c....' ZONING DEPARTMENT / t M / / N t N • M���r. S T. CROIX COUNTY GOVERNMENT CENTER AA - 1101 Carmichael Road =XWE Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 Memo to File From: Pam Quinn Date: 4/15/2004 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, borings were excavated to confirm soil conditions where two conflicting soil reports had been submitted for zoning 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 (1 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, 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 ". 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 this description 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. SOIL EVALUATION REPORT Page � � of wisconsin Department of Commerce i Division of safety and Buildings in accordance with Comm 85, Wis. Adm. Code County / J j less than 8112 x 11 inches in size. Plan must Parcel I.D. / Attach complete site plan on pape r not point BM direction and include. but not limited to: vertical and horizontal reference po ( V1ewe Date percent slope, scale or dimensions, north arrow, and location and distance to nearest road. f/�/L✓V / Please print all information. as (Privacy w s- 15.04 ( 1) (mp. Personal iniorrnation YW Provide may b4 used for secondary Pu Location `7 " > Property rt_•• JET N R E ( W Property owner /� ; } � Govt. Lot �� 14 S n( . f� Block # Subd. Nam or CSM# ` % Gv✓ ' �/ Lot # 7J Pro perty Owners Mailing ddress - ` �7 0 lllage own Nearest Road Phone Number State C city 2 , Zip Cod e J GPD derived design flow rate New Construction Us Residential 1 Number of bedrooms 3 Code Publi or commercial - Describe: Flood Plain elev on if applicable C] Replacemen Parent material 7-0l cornrnents and recommendations: S�",�/" �'"✓ / v ` ❑ Boring factor in. Soil ication Rate l �) ft Depth to limiting GPD/ff n goring # Ground surface elev. I / J �Plt Structure Consistence Boundary Roots �—t— Texture 'Eff#1 'Eff#2 Horizon D Dominant Color Redox Description Gr. Sz. Sh. Munsell Qu. Sz. Cont. Color , s Boring # Boring Depth to limiting factor �./ in. Soil ligtion Rate Boundary (? 1 Pit Ground surface elev, ft. Roots GPD/fg Texture Structure Consistence •Eff#1 •Eff#2 Horizon Depth Dominant Color Redox Description Gr. Sz. Sh. Munsell Qu. Sz. Cont. Color ✓� ,- r 3 d r • Effluent #2 = BOD <_ 30 "4L and TSS 130 mg/L > c 220 mg/L and TSS >30 <_ 150 CST Number • Effluent #1 = BOD 30 _ lure 226900 CST Name Print) Shaun Bird Telephone Number Bird Plumbing Date Evaluation Conducted 715 Address 1008 192nd Ave, New Richmond, WI 54 rroperty Owner _ Parcel ID # Page of j Boring # ❑ Boring it Ground surface elev. /0 1 ? ft. Depth to limiting factor V in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color 1 Gr. Sz. Sh. `Eff#1 *042 0— Z ` ( 3 1� l - ::),M 6, /- YYYT r C S a vYl i 7 1 q 7 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. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 •Ef1#2 Boring # ❑Boring F ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 ` Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mgA_ ` Effluent #2 = BOD, :E 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 (R.6I00) Soil Test Plot Plan Project Name William Stock/Steve Dalton Sha Address 1748 112th St. New Richmond Wi 54017 C #M #226900 4 Whi Me /1 Lot Subdivision eta eado s Date 8 5/0 3 S 1/2 NW 1/4S 23 T 30 N /R W Township Richmond R Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 97.7/97.0 *HRPSame as Benchmark Alt. BM Top of 2" Pipe @ 100.2' Scale is 1" = 40' Please note: Installer must unless otherwise verify all lot lines and setbacks before installation noted Please Note: Tested area may not be suitable for desired building area. Check system location 100' before excavating. a� a� 98' 30' B -2 M 35' 10% Slope B -3 * Alt. B.M. -1 225' Property Line B.M. 5 30 518' Property Line FZ12 p3)j f # +.. _ i_ # si o t 4.625n low V W 12 Zml- ww" Cur w well go Wvvwlww w " " Pw j ww f 4L t pd C 7 ^ tirHu ' 32.3 „ *ow 3 Wlyt'rk. m ....^" of sv f !l! of t" ( �'�cs `� 3.ra •� s --� }� Taitat � �- �-- ---�__ , P 42d 14 Stf, f; Oft 90l Fr° I='ctatlr I � A r tr Salcew N--m b-+e^re+etn°rkn « ��'- •; --�'�! _ . a� ild ![��yppl „ 32 0 .wq w i y \ taw: q aj R tout n �`�+s f t, a u.: tr 1 6 n d . 4 22 , 0 re►ey� :s► .�� ,z . t � X : st+f -Area �t>rs�'i't°�ttt.zt� -� e+►a� r, Tren gS EZa2a3i Ys 01 9 Incl — - -- _- _ ,h t P� � '' 1 I e f-U , pr o p R ST CROIX COUNTY RECEII��D SEPTIC TANK MAINTENANCE AGREEMENT P 0 8 2004 • - AND OWNERSHIP CERTIFICATION FORM APR ST Cr`X COUNTY OwnerBuyer ZONING OFFICE Mailing Address m�� Property Address • � � (p � , (Verification required from Planning Department for new construction) City/State i Parcel Identification Number o le- I0IoB'_? b- oc y LEGAL D C P O d b' 10410 - 'rd - o- L ES RI N Udt, _ Property Location ' ' � '1,, Sec. 2, T�N -R�W, Town of r Subdivision ^_ t � t �_ . Lot # . Certified Survey Map # , Volume , Page # Warranty Deed # 3O Volume S q • Page # 10 Sec house es O P no Y �` Lot lines identifiable Yyes O no SYSTEM MAINTENAN Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less thatt 113 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the ent of Natural. Resourc State. of Wisconsin. Certification stating hat Department g Your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 jays f the � rec year expiration date. G 3IGNATURE OF APPLICANT DATE WNER CERTIFICATION 1 (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of he property described above, by virtue of a warranty deed recorded in Register of Deeds Office. )IGNATURE 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 surve y ma if reference is made in the warranty decd P ty I . 'S MANUAL &MANAGEMENT PLAN Pogo of pOWTS OWNER SYS['W s �e s c NA owner C1 owe G Hollding Vol. Tank lAafwfactcarar pago t # o NA Tank Marmfectunhi p 16N PARAAAETERS Vol. 9 ,Q HA fl Ooaa- A ttoiding Number of Bedroom O NA Efftuagit Fftsr C� 0 AiA f�iurrrbafi of m*iic FsCWW WAS Efftuarit FVW Model °� ' Estirnsted (avaerage) flow C7 Cl NA Pump Manufac"Arot Dsaren }peak} flow pump estimated x 1.51 (� Pump Model p NA Soil Ap Rate t Unit Standar ouattty► Miter [I Pon Filter Q Sancl�raned Fats, on A Grease tit 530 mg/L El � Action O wed" scat Demand (BODS) 5220 mg& DNA © DWrd0 E3 Total Suspended Sow C=1 515o rnglL Monthly average r7T p NA pretreated Effluent O y w 8ic� oxygen (SOD 530 mgR 4SP 1►1 El kt -eround �ed! Total � 5ofids (f) 530 sn9n' Ell NA 0 Mound 510' cful100rr+1 faced Cot'cform fgecxnetdc rr+eart} p" Q tUtttar: mt� Effiuer t P Size Y in dra. 17 DNA t3 NA 0 NA 0"W: �„ , *Yakws typtcd fiat w' sr+d sepR� lurk efifkrenc. MAfN3ENANCE WA DUM Service SWVIICS Est al � 3 V*W) D NA At feast once every= s) ect condition of tink(s) When combined sludge and ona-t %) of tank volume p NA Pump out cuts of tanic(s) D w water atarrn is when the high fl tr►tte1 3 Years} 0 NA lnepect } (AAaadrrwrre dispersal c6W At least once every. n�cuttth(s1 0 NA At feast Dace every: NA ear s O Cleary affiurxrt filter p rrronzfif l inspec :pump, punip controls least once evOIT trois &alarm ©$} 0 N At West orx a ever((- © s) Rush isterds and pressure test O morrth)s) 0 NA At t once every: Dr - DNA �ifications: MAMTEMANGE � Q CTIONS an CSITY one of the #dtowing O p er a tor (pumper! be fora of tanks and dispersal�w�, POW i S �; POWiS Maintainef t r , y cracks or Mash Phmnber; Master Pturrrber Of the tank(s) to iderrttfll any rr>is9 broken 0# brut on the grounc Tank inspectionS mus include a visual inspectron scan and a chock for any back up or P 'g and to check for ant teaks, measure the volnrre of combined s)tudga to check the affluent levels in the observation pipes Co ndition anc surface. The � cel� ) shall be vust�y of effluent on the groom surface 1118Y inckate a fsgin9 Ponding of effluent on the grtxund sur face. The ponding reams the im#TW%&" n otification of the local regulatory tY• Wall or more of the tank volume, th scion in 113 and When the combined combined � ation of a udge and combined entire contents of the tank sh removed by a S6Pt8W operator d of in accorda� chapter NR shag to wisConi AdrWnWUS*,m Coda. t Mars, mec or pw4unzed components, pretreourrer AU oar services, inc Iludcng but not limited to the servicing Of afflurnr by a a�>� POWTS Maintainer - units, and any servicim at intervals of S12 months. shall be peed of any Ge event. A service report sttuli be Provided to the iOCai 0e016torY at y wl**' 10 days of tom GMW (2102 Page of _ START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other chemicals that may impede the treatment process and /or damage the sod dispersal celi(s)_ If high concentrations are detected have the contents of the tank(s) removed by a up" servicing operator Prim to use. System start up shall not occur when soil conditions we frozen at the infiltrative surface. During extended power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be dnsdnarged to the dispersal Collis) in one large dose and may overload them resulting 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 pumper 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 disperse! cis. Do not drive or park over, or otherwise disturb or compact. the area within 15 feet down slope of any mound or at -grade sod 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) discharge: feat and vegetable peelings; gasolna; grease; herbicides: meat scraps; medications; oil; Painting produce; Pte; sanitary napkins; tampons: and water softener brine. ABANDONMOIT When the POWTS fails and/or is permanently taken out of service the following steps shah be taken to insure that the system is property 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 property 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 fails and cannot be repaired the following measures have been or muse be taken, to provide a code compliant replacement system: 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 km and weft. Faiture to protect the replacement area win result in the need for a new soil and site evaluation to establish a suitable replacement area. RePhwwnent systems must comply with the rules in effect at that tune. 0 A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS a holding t be installed as a test resort to replace the fah POWTS. jZ n u ated to ' en ' a suit acemermt "a. Up fail of a POWTS d site atl n berf to I ate a su t it no replac went area i a holding tank be led a last r replace the failed POWTS. 0 Mound and at -grade sod 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 INSUFRCIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CMCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE FOR OF A TANK MAY BE DIFFICULT OR IMPOSSMLE. ADDITIONAL COMMENTS POYYTS ALLER POWTS MAiNTAR*R Name c Nana Phone Pruner SE'PTAGE SERVICING OPE RATOR ( PUMPER) LOCAL REGULATORY AUTHORITY c Name Name t Photos Phone This document was drafted by the staffs of the Green Lake, Marquette and Waushara County Zoning and Sanitation agencies in compliance writh chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.5401. (2) & (31, Wisconsin Administrative Code. U 2 63'i 11 74432 STATE BAR OF WISCONSIN FORM 1- 2000 KATHLEEN H. WALSH REGISTER OF DEEDS Document Number WARRANTY DEED ST. CROIX CO., WI RECEIVED FOR RECORD This Deed, made between L. Lawrence Williams and Viraina R. 10/21/2003 04:45AN Williams, husband and wife and each in their own right Grantor, and Dalstock, LLC, a Wisconsin limited liability company Grantee. WARRANTY DEED Grantor, for a valuable consideration, conveys to Grantee the following EXEMPT I described real estate in St. Croix County, State of Wisconsin (the "Property") REG FEE: 11.00 (if more space is needed, please attach addendum): TRANS FEE: 3015.00 The South One -half of the Northwest Quarter (S '/2 of NW '/. of Section COPY FEE: Twenty -three (23), Township Thirty (30) North, Range Eighteen (18) West, CC FEE: EXCEPT Lot One (1) of Certified Survey Map recorded in Vol. 8 of PAGES: 1 Certified Survey Maps, Page 2305 as document number 465057; AND The North One -half of the Southeast Quarter (N V2 of SE '14) of Section Twenty -two (22), Township Thirty (30) North, Range Eighteen (18) West. Virginia R. Williams joins in this deed for the sole purpose of conveying any Recording Area interest she may have in the subject property under the Marital Property Laws Name and Return Address of the State of Wisconsin. Robert J. Richardson Parcel Id numbers: Bakke Norman, SC 026- 1068 -80 -000. 026-1068-90-000 026 - 1066 -90 -000 S233 McKay Ave., P.O. Box 399 L Spring Valley, WI 54767 Together with all appurtenant rights, title and interests. See above Parcel Identification Number (PIN) This is not homestead property (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: easements, restrictions and rights of way of record Dated tthhiss 15th day of Oct / 2003 - * L. Lawrence Williams �V�iia R. Williams AUTHENTICATION ACKNOWLEDGMENT Signature(s) L. Lawrence Williams and STATE OF WISCONSIN ) Virgina R. Williams ) ss. County ) � authenticated this 15th �dda ffOctober , 2003 Personally came before me this day of 2003 the above named * ob rt J. Richa rdson TI LE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foreeoine authorized by §706.06, Wis. Stats.) instrument and acknowledeed the same. THIS INSTRUMENT WAS DRAFTED BY ROBERT J. RICHARDSON. Bakke Norman. SC SPRING VALLEY, WI 54767 Notary Public, State of 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. INFO -PRO ( 800) 655 -2021 w .infoproforms.comSTATE BAR OF WISCO WARRANTY DEED FORM No. I - 2000 b •J + . s JS wort �cCrr 1'JIf ^� 15311'liil - i ,p£¢ 11, Llnl� r of Y ,"sea [i -- '"Y�•� ,St'ZZ[I _ _ _. 3.HZ.tZ.OBS ._—... ,slx xa, ,ttz»z o J v ,xeYefl t1.BLLLadr b e 8 e ~ @B `; y., � �,�•_ ... �� :/� W X � ? 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