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HomeMy WebLinkAbout026-1160-17-000 ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT - ST. CROIX COUNTY GOVERNMENT CENTER �\ $oiliness 1101 Carmichael Road Hudson, WI 54016 -7710 -���— Phone: (715) 386 -4680 Fax (715) 386 -4686 Memo to File Front 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 excavated to confirm soil conditions where two conflicting soil reports had been submitted for zonidg 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, "I mgr". 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 "1 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 "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. 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 a -d ds4 = T T 1.o sa Jdu I Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Cr oix Safety and Building , INSPECTION REPORT Sanitary Permit No: 430518 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: Dalstock LLC I Richmond Township 4Va- / /SOD- /7- CST BM Elev: / Insp. BM Elev: / BM Description: Section/Town /Range /Map No: CSO. 0 ('� • O o e� S = CST F.�+.. 23.30.18. TANK INFORMATION U ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark / l ZSO O? Ji m .0 Dosing Alt. BM q •SZ. Aeration Bldg. Sewer i Holding St/Ht Inlet %AZ' TANK SETBACK INFORMATION St/Ht Outlet S 97 • SZl TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic �� Dt Bottom Dosing Header /Man. Aeration Dist. Pipe Holding Bot. System Final Grade PU /SIPHON INFORMATION Manufacturer 0% and St Cover G P� Model Number—*—, TDH Lift Fricti s System Head TDH Ft Forcemain gth Dia. Dist to Well SOIL BSORPTION SYSTEM R NCH idth ( Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DI 3 � SETBACK SYSTEM TO I P/L BLDG IWELL LAKE /STREAM LEACHING Manufacturer: c F f ' INFORMATION CHAMBER OR G Type Of S y v • UNIT S( 46 { �/� C `t^C Model Number: DISTRIBUTION SYSTEM L= I'D Sb, r /L. Header /Manifold y Distribution x Hole Size x Hole Spacing Vent to Air Intake ..- 4 1 pi (s 0 Length Dia Leng Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes No ( Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:_04�03 Inspection #2: 1 -- Location: New Richmond, WI 5^4017,(S,1/2 E 11/4y23 T30N R18W) Whitetail Meadows Lot 17� C J arcel No: 23.3 .18. 1.) Alt BM Description = — Fop � �""`Or su.,e,?(sZ > 2.) Bldg sewer length= .� IS' •�e"'P $'� `3- ZZ - amount of cover =I 4 Plan revision Required? (] Yes No 1��+► CZ �v_ Use other side for additional informa on. V � • � - t �st SB 6710 97) CA40 I Date � Insepctor's Signature Cert. No. 1 10 400 4060 ST CRX CO ZONING QI001 f Safety aad BriWmw DM" Cwwq 201 W. W c vl�f%0i fa t ED = 305--1 be UW ii b 00 Oc tment of Commerce Sanitary Permit Appli atiWT 3 0 2003 14 accord Oft Caeca U21. WIS. AAm. Cook Paanaal prviide my"O low ft"coadaryPino —fey �1s01(I)(n�iy (�� ST. CROIX COUNTY L Appear Ir�faoaatiar— !{eaae ma A/ OFFICE ttapaty t)araer" r HOW ` r. .O 4 1 A4 Saar o'. AaaR.. ma h� 1 NW V -2.3 �+r rbawt s.rna. it fypt a AVA" (lReca[ aar ..sat MPb) S .. car► T—X* R 4M I w2 Pasaily Dw — Naeba of s;;;;; PSG tiiriar Nrtw CSIM �] lrioiCoorrardN - Daocnbe ' 0 WA0W&W - Dm** Ux r S ocky a �iawws►Ip of 'M Th" Of I'eraaib (Cb k ONY +we MW a fire A. 'Compkk lira B itarpokabfe) A. ]vam Spnnt O ttapicea m S ym. O Tank Repiseeaime ooh 0 otba MoaiSoueoa m Sriaio` ayNra t1. C! melt Raaewd O raw* Rwition 0 clowr at 0 ra>ait Taut* so Now Lint rraviorrf hu"A tea" ad Doe I=W easore Expianime "0101W oaraar ottrowrs Svxteftl ( Chwk ap * ' KNft -ftmw1 ed e b-Gm 0 M9tOd t 2< m- uradwW m*j 0 t*wa < 24 h- or.wn bk wit D A14 wdc 0 Sin& Pm Smd Fi*a 0 CONS"JeW WWW4 0 PM1WWiwd bb4k*Wad 0 HoKw% Task 0 FDa Filer 0 AamWt Treanae A tied 0 Rtcirt 4W*4 Sand %hw 0 M4ft rdar 0 f Ckm*w Crane! D ( > V. t Ara Idaea; D°�° �' (t9d� � �dpt11 Ataa ttegrdrei sA Vi. Tlttrk Into e vocily G k GAHM of � � Ceoaaa Coaatreacd S" (� Mande tom. TWO 7Mb OnWoMawbor Treaaaa�r tMa VII. RespoaWbIlft Sta1taow- 1. a* far aM the FOWTS sb"M M the ateaet ed F !lane a Hsyiatsa nwo; Humba US -3 r - 7 15 51.35 Fbrsiba s (Threat. . soar. ,6, 1.� .�� l VM. c rtasa.t Uft 0a1 �iAppored ❑ Dissppro d Saa�ry Farm wner Fee(` t3rowaa+aslr Due bored � ) 0 O Given Rowan (w Dania! Fee) 2 M Cendltton *t adtRarotas for Dkappreni SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all bp serviced i maim as per management plan provided by plumber. oA �I� itA�ac�¢ rte 2. All setback requirements must be maintained as per applicable code /ordinances. AftWh eer'4k "WO (N ales C NOO wt! tar Na In r SAW aN eaa *A* 994 a It is dar SBD -6398 (R. 08/02) f 1 I I i 24 I \) I , : I � �- i I � I � I ! Uli 1 • � � , � I � - � I � I - - -� -j- I L4 I t i qL I I I -- I I I I , I \ I I Q : P6T r . v hc.. t r /CIO by- Rid g3 E3 P� g oo I ' � _. _ _ I I � ', ' i � -__ __ _ _ ,. __ _ _. i i - -,- _ - - _ __ - -__.. 'I j I ' i �� � � ,; __ . _._�._ _..1.. __ __ _ _ . __ ._ i __ I I i �, :_ '__ _. _ _ _ _ _ _. I , __ _ � _ _,._ _ _ _ '� -- ', _ _ . _ _ .., ', __ _ _ _- __ i Wisconsin Departipentof 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 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction -,and Parcel I.D. n percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Y Please print all information. secondary eviewed, by Date Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04 (t) (m)). -r `,?//�_�. ' �4 ✓"��F.� 1 V -� Property Owner Property Locatio 6; Govt. Lot 1 /4 S�„�T ' N R E ( W Property Owners Mailing Address TV lock # Subd. NJame, or CSM# i City State Zip Code Phone Number ❑ City , Il llage own Nearest Road ' New Construction Used Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement //❑ Publiq or commercial - Describe: -- - - - - -- - -- - -- Parent material Flood Plain elevation if applicable R- General mm comments data <7 _ i �� ' - � / � �,�'rll �'`-� ! and recommendations: = �a' �/� r - Boring Boring # O Boring / I Ground surface elev. + Z_ ft. Depth to limiting factor /< a 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 3 `0 -il0 r s I/I,4 qY �� Boring # Boring q L - 14 I 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/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 M v C 2 /Z;Z 5) ,4 1 3 L Effluent #1 = BOD > 30 < 220 mg/L and TS§' >30 1 150 'Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) re CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address ,/bate Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54 17 ' .,� 715- 246 -4516 Property Owner _ Parcel ID # Page of ® Boring # ❑ Boring fi� 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 -3/2, S L'- c G c�'� � c mF 6 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 Ong # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil (cation 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 1220 mg/L and TSS >30 < 150 mgA- ' Effluent #2 = BOD, < 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 (8.6100) Soil Test Plot Plan Project Name William Stock/Steve Dalton Shau r Address 1748 112th St. New Richmond Wi 54017 #226900 Lot 17 Subdivision Whitetail Meadows Dat 8115103 S 1 /2 N W T /4S 23 T 30 N /R18 W Township Richmond Boring Q Well PL Property Li County ST. CROIX BM or VRP Assume Elevation 000 ft. r ---Top of Survey Iron System Elevation 94.7/94.4 *HRpSame as Benchmark Alt. BM ;:=Top of 2" Pipe @ 100.2' 267' Pro ert Line �/ 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 before excavating. 97' 98' 4% Slope 20' B -2 5 ' 20' a� B -3 c 5 ' 0 -1 .M.g AA 500' 10' M. 150' 1 EZ1203H TVV TV v•T '`.L .Haw. V ,v TTT ♦ .TT 4.6251f ... ,.. Te. ♦ ..� T. • • T w.'. T i 1717 V V •.. If2 CitC. i•T•.T• • •TT ►••TTVT • T Tii.TT '•,. �i T.,1• . • e T teTT•.T *i sisTTi�.i T i� s. Tr•TeT♦ 36 Y 12 -1/2" DIA. (typ.) Void CoefTrcieat in Aggmpft given 311 57.4% Q.D. of 4- � atery' Arca �.ISt i�P, - 4.623 inches Sidewy}I (2 Sidewafis) Void volume Per "Mr Ft - 3.14 +(2.3_ 125'M F2irlft }� •tft =0.117 l Bottom tR 0, D- of center Cylinder - 172.5 inches 2.00 Void IMl u ( t Total Soil interface Area f tefe in aggte oC exnler tylittder =! 3. to •� �„ _ J• 14 +f i 3 t25i� 117 y 5.14 5(1, t2it / l} ""-^ J ( ",370 = ,422 ft' j 12ir / ft Q.U. of autsuic cytinders = 1'+ inches Void v ot ume in outside nplcts c,I 6i. _ Projected Trench Area /' = 2 • 3. trq {,t2idlR) ••57a -,901 tN Sidewtsli Height = 12 in. -2 = 2.00 Void volu Sq.Ft- �'� bottom between cyG 24ie r Bottom = nders 6m 36 in. - 3' OO Set - Ft. �~ 112ie1ft�' ProjectedI reach Void volume at outside bot Area 5.00 Se1.Ft coasters (1712 of void volume between cyfinde:2 = 0. Total void volume - 0, 117 + 0.422 + 0.901 + 0,215 ' O, 170E tsf 0.215 10 ft , Gallo 1.763 cubic ft e ft � "'s Re* ft = 1.783 X 7,43 - i � 36 X to �= SC, 7 _ EPA 'aggregate Trench Syste EZ12p3H Rkl§ ndustrial Grow flow 65 Ind ndustfial Park Rd. 0 010nd. 1N 38060 $ S�+N.E ntF � Ezszn�l -.r:t SEf: t of t ' 11 - 27-017 l PowTS DONE R`S MANUAL & MANAGEMENT PLAN Qom° -- °f SYSM ❑ NA Tank Matwfa eye C Seek ❑ Does 13 Molding vol. permit # 4; S � �' 0 NA T MwwEacturer al P Cl f+tA 13 Septic O Dada O Holding Vol. 9 of A M 6110 o NA i Number of Public FacNt1► Units b� Effluent Filter Model t OD A mated (a�'aga flow Design pump (peace x 1.5) b� flaw {Estimated Model Pump, Rate . Soli A Sandled heft wntlEtlAwt y Mo W Filter ©Peat altar Fats. Oil A Grease (FOG) 530 rrngfl- DNA 13 Mere Aeration 0 Wetland tai Oxygen D+nand tl 5220 mgh p fit: sd Sow (TSS) 5tfi0 mSin ©[► Total Suspend Manufacturer 0 NA Pretreated Effluent try Monthly average Cetus) i3io c� Oxygen Demand nd (BODs) 90 mgA t�to ©kFtfroe (pr+ ) Total Sow (M) 530 ❑ NA © Mound me wo S11 CI ewl00ml At -Grade Food Conform (gaoma"'c ❑ NA p Dri ° Other: Maximum Effluent Particle Size Y in dea. 0 NA 0 NA 0 NA Othw- +Vahrss typical for do(cuesor der and sasptic tank effluaM- TENANCE SCW Sovicee FhHOMwV Service Ewe }g) 3 0 NA At pwt condition of tankts) he co mbined sludge sin Y= � and scum equals ,ens -third tY of tank volume p NA of When to *Wm k ac tivated Pump out contents f tan rrnornth(s) IM 3 l DNA Inspec dispersal cents) At bast once every: rrnonds(a) ❑ NA Clean effluent fe'lter At West once every. � [7 m�h(s) �AA At bast Once every: 3 ) Inspect -pump► pump controls alarm A At bast once every: C3 Yserta) Flush laterals and Pressure test l7 enonth(sl A At least Once every: © ) , A one of the foNowing tic a nses m certifications: wL%INTENNANCE WN9T�C77� cabs s � be )made by an Individual carrying Ssrvic� Operator (pumper). Inspections of tanks and dispersal � liWainb idly 9ro y cracks or Master Pkw%ber: Master plumber Sewer: POWTS� or broken hardware. Tank inspections must irnclude a visual inspection of the tank(ss) for beck UP or P of etfflusnt on the combinad slu leaks, °� ecurn :n the observatwn and to check for any measure the volume of aispacted to check the effluent l eve l s indi a fait Condition anc surface. The di spersa l ceWs) shall be vma%y porxiing of effluent on the ground surface The poniding of effluent on the g roun d requires the immediste notification of the local regulatory wAtnodW one (Y or more of the tank volume, Ov ac�on of sludge and sewn in any {matmarnt {auk egrets of in accordance with chapter NR 113 When the Sarvicdng Opwator and entire contents of the tank shall be removed by s Wisconsin Administrative Code, of zed co mponents, Dretrsatmw btrt �{ limited to the servicing of effluent fitters. mechanical � All othOr services, including by a certified POWTS 1lftaintaener units, and any servicing at intervals of 512 months. shall be perfor of any service event. A service report since be Proms tea the local regulatory aertteontlf within 10 days of aornptetso+ GMW (2142 START Up ARAD OPERATION For new construcdonf Pry to P9e � °f that MY k Pri the of the POWTS rdrock t tank(s) for the presence of pain how the contents the tar the removed t and/or damage the sot dispersal ,cats). Ff pro solvents or other Du*V extended power ou pump tw a Bator Prior to use. are detected startup shop not occtu when sod conditions are frozen at the infiltrative surface. *3 may fill atm w astewater arged tot0 the dbpwsg caft) ire eras water wets. When Power is rester the Ito ras�ngof Power tom the void dais sitarerbora have. the of � Pump � 9 in the backup, or surface . controls to restore normal levf efh*3nt p ump or the Pump a mbar or pOWTS Maintainer to t Operator me ptm P Do not drive or park vehicles over tanks and disperse! eat. Do not drive or within 1 S feat down slope of any mound or at`tirade sod park Door, or owed disturb er absorption area. compact the area Reduction or nation of the fopawwV from th POWTS: M►astewaitsr fouexdation drain pump) wipes; gy In butter :Dolton swabs; � ce and orae the lift of the painting woducts; Pesticides P +ngV gasoline. Wane; herbicide yam � fait, ABANDON , • 1 and water soft brine. t mea't -�^ ! medi " Whan the S fails and/or is permanently taken out of service the fopo safety abandoned in comP Bare with ate Comer 83 . ne s shelf be taken to y and sa insure that the system is 33, Wisoonsire huhrdrastrartivoe e All p4*V to tanks and pits shop be dsconnected and the absndoned pipe opengs sealed. Code. e The contents of all tanks . and pits stoop be removed an d prop" disposed of by a Septage e After pumping. all tanks wnd pits sha► be excavated and Servicing Operator. soil, gravel or another in solid material . removed or their covers removed ;am! the void space filled with CONTINGENCY PLAN tf the POWTS falls and cannot be repaired the following have been or must be taken, to Frei system: provide a code compliwn A suitable replacement area has been evaluated and system. The aeibact�c replacement e m area should be Protected ty y be utilized for the location of a replacement soli absorption r8WJMW and Proposed Vitus, avail compaction aril should neat be Infringed ton by result in the need for a raw set and well. Failure to profit the rt sma area win compIV with the rules in effect at that e. to tablish a replacement +yea. Reogic rrnent systems must 13 A suita replacement area is not ogY a holding; tank may be a� a� to and/or soil limitations. Barring c� in Pf3WTS O The site has not been evaluated to . resort to replace the ceded P©WTS. evaluation must be identify s mutable replacement area. Upon failure of the POWTS a said and site Performed r resort a suitable reO= area. If no Upon failure area is avail WTS a may be installed as a last retilaoe the failed POWTS. tank Q Mound and at -grade sat abiborption infittraiive sneface. Recores systems may � reconstructed in place foiMwing removal of the bkernai at the < < WARNING > > tnaceior>s � such system must with the runes in effect at than three. W"C. PtMV AND OTHER TREATMENT TANKS MAY CONTAIN C"iMTC•R A SWM. per, OR OTHER TREATMENT TANK tN� � GASSE AND/OR t MAY RESULT. OXYGEN- Do NOT PERSON FROM THE INTERIOR OF A TANK MAY BE pffpCtK,T OR ANCES. DEATH MAY RESItLT. RESCUE OF A ADDITIONAL COMA 00W M @ TALLER Name PO WTS A Q rS Name Phone tiom 'TAt =EE ATOR tpUMPBt! None LOCAL REGt ATORY AUTHOfM Nave M Phone S• (� w e dodtmer►t was drafted by the stairs of the Green Lake and 1Naud�r, Co,atV Sar�ita,Nor, Comm 83 . 22 f 2 l(tr)ltlldl &lfl and 83.54;11, (2) & f3i. Wisconsin A Grad" Code. in with ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owncr/Buycr ^ L Mailing Address l 1 a hd Property Address �--� ('Verification "quimd from Planning Department for new construction) City /State Parcel Identification Number i�oR aCI4 LEGA D ESCRIPTraN Property Location Sec. �7a, T :(ZN -R_IF!rW, Town of Subdivision _ � 1� ; 9 � .. � d � , Lot # 1 � _ Certified Survey Map # Volume . Page # Warranty Deed # 1 y 30 Volume � page # Spec house / Dyes ti no Lot lines identifiableO yes 0 no YS S�. TE]br j1VI AIfiNTFNA N tznproper use and msudensnceof yOUr,septic system could result in itsPrCmatort faitwz to handle wastes. proper nmu m moce consists of PonWing Out the septic tank every dune years OF sooner, if needed by a licensed pumper. What yon put into � can atlect the function of the septic tank as a treatment stage in the waste disposal system. yam master WOP" Owner agrees to submit it to St. Croix Zoning Department a certification form, signed by the owner and by a is is P , J� Plumber. reskicte d plumber ar a licensed P �ykg that (1) the ant -site wastewratwdiaposal system P� Veflktillg condition andfor (2) after itsstpc ction and PunVft (if necessary). the septic tank is less than 113 full of dodge. Uwe. flee undersigned lasve read rho abaft axrjumnents and agree to maintain the private e dispose set forth, herein. as sex by the Dept elf` and the wi the stmd Ming that . yam septic � of Natural Resanrtxs„ State of Wkrwasin, t,�ngCtatibn I" of the three mom has been maintained must be cmVkt+ed and returned to the St. Croix County Zoning Office widen 30 Year expiratioep date SIGNATURE OF APPLICANT DATE OWNER CFRTIFi a IO N I (we) certify that ail stalemcots anp this form arc true to the best of m described above. by virtue of a warranty deed recorded in Register of DeOffice. I (we) am (are) the owner(s) of SIGN TUR.E OF APPLICANT �� / ��/ y? DATE Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. •••••• '• tnelude 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 Subdivision: Whitetail Meadows Owner /Developer: Category: Major Company: Township: Richmond Township Engineer: S 23 T 30 R 18 Company: JEO Total Acres: 69.4 1012112003 Unknown Aleisha Troendle Site visit. The detention pond is the only thing left to be graded. The area was being seeded while I was there. E -mat and ditch checks need to be installed. Also, the riprap seperator needs to be installed. 1012812003 Unknown Aleisha Troendle Site visit. Detention pond is finished. All erosion mat and ditch checks have been installed. TRM has been installed at culvert outlets in place of rip rap. No riprap spreaders yet and no mulch. I I Subdivision: Whitetail Meadows Owner /Developer: Category: Major Company: Township: Richmond Township Engineer: S 23 T 30 R 18 Company: JEO Total Acres: 69.4 0911812003 Jill Zalar Jon Sonnentag I left a message that I am still waiting for a response from DOT. I told her that we also need the signed exhibit #1 and the financial guarantee. 0911812003 Jim Koenig Jon Sonnentag I left a message for him to return my call. He had left a message indicating that he would not want to see them start construction on the B1 intersection. 0911812003 Jill Zalar Jon Sonnentag They will keep working toward possibly starting construction, but we will found out more on Monday whether we should actually get started yet. 0911812003 Steve Sydow Jon Sonnentag I left a message for him to return my call regarding their letter. 0912312003 217 Pete Kling Preconstruction meeting with Zalar, Dalton, Stock, Kusilek. Will begin later this week. Will start on east side of property and work west. Changed road ditch seed mix to #30 with appropriate cover crop. 0912412003 Jill Zalar Jon Sonnentag Jon: Thank you for your efforts in this regard. Yesterday, Ty dropped off revised plans for both Lundy Meadows and Whitetail Meadows. I will check with the owners regarding the financial guarantees. Thank you again. Jill 09/24/2003 ill Zalar Jon Sonnentag g Jill I have spoken with Pete Kling and we agree that you may start construction provided you start from the east and avoid the entrance intersection until the DOT issues are resolved. However, construction may not commence until the financial guarantees are in place and we receive a copy of the revised plans. I believe someone was in yesterday to determine the amounts needed for the guarantees, so I suspect the bank is working on the paperwork. It was my understanding that there were a few revisions requested by the Highway Department in regards to the road plans. Please submit both of these items as soon as possible. Let me know if you have any questions. Jon Sonnentag 1011412003 Unknown Aleisha Troendle Site visit. The road is in and graveled. All road culverts are in. Driveways are in. The ditches have a rough grade and the detention pond is started. Silt fence is mostly in. Subdivision: Whitetail Meadows Owner /Developer: Category: Major Company: Township: Richmond Township Engineer: S 23 T 30 R 18 Company: JEO Total Acres: 69.4 0510112003 Unknown Pete Kling Site visit with Jim Devlin. W1 DNR 216 permit required, no Chapter 30. Wetland delineation required. Junk piles need to be cleaned up on north west portion of proposed lot 3. Care should be taken so the wetland is not damaged in the process. 0810512003 Pete Kling Jon Sonnentag Jon and Jane, On 8/5/03 the Land and Water Conservation Committee approved the stormwater and erosion control plans for the following three subdivisions: 1) Lundy's Meadows -Sec. 22, Richmond 2) Whitetail Meadows- Sec.23, Richmond 3) Walnut Hill Farm -Sec. 22, Troy Lakeside Estates -Sec. 12, Somerset and Park Hollow -Sec. 4, St. Joseph were postponed until the September meeting assuming all outstanding items have been addressed prior to that time. Peter Kling 0812212003 Jill Zalar Jane Hansen Jill from JEO called: Roadway agreements will be dropped off tonight around 4:30 for Whietail Meadows. No need to return call. 0910212003 Pete Kling Jon Sonnentag Jon, The EC estimates for Whitetail Meadows, Lundy's Meadows, and Joshua Hills are sufficient to install all EC as per plan. Contact me if you have any other questions. Peter Kling 0910312003 Jeff Durkee Jon Sonnentag He left a message that the estimates for road construction were more than sufficient. 0910512003 Jill Zalar Jon Sonnentag Jill The construction estimates for Whitetail Meadows and Lundy's Meadows have been approved. Your client may submit a financial guarantee in the amount of 120% of the cost estimates. Please contact me if you have any questions. Jon Sonnentag 0911612003 Jill Zalar Jon Sonnentag They were wondering if they could start on portions of road even though they still don't have DOT approval. I stated that they would not be able to because that access is a key feature of this road and everything should be hashed out before they get rolling. They ran into some snags because they had to submit more information than they are typically use to. 0911812003 Unknown Jon Sonnentag I left a message with Jim at DOT regarding the possibilities of construction. U 2 634 7443102 � I STATE BAR OF WISCONSIN FORM l - 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 Virgina R. 10/21/2003 09:45AK Williams husband and wife and each in their own_ ri¢ht Grantor, and Dalstock• LLC. a Wisconsin limited liability company Grantee. WARRANTY DEED Grantor, for a valuable consideration, conveys to Grantee the following EXEMPT # described real estate in St. Croix County, State of Wisconsin (the "Property") REC 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 '/4 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: i Certified Survey Maps, Page 2305 as document number 465057; AND The North One -half of the Southeast Quarter (N %2 of SE '/4) 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 I'urcel Idnumber Bakke Norman, SC 026 -1068 -80 -000 02 .026- 1066 -80- 000.026- 1066 -90 -000 S233 McKay Ave., P.O. Box 399 Spring Valley, WI 54767 L Together with all appurtenant rights, title and interests. - 5 ` bSee Bove s Q S� ( Parcel Identification Number (PIN) This is not homestead property ( NOV_ ��"i (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 this 15th day of October, 2003 * L. Lawrence Williams * Vir is R. Williams * AUTHENTICATION ACKNOWLEDGMENT Signature(s) L. Lawrence Williams and STATE OF WISCONSIN 1 Vireina R. Williams ) ss. Countv ) authenticated this 15th da f October , 2003 Personally came before me this day of 2003 the above named * ob rt J. Richardson TI LE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the persons) who executed the foregoing authorized by 006.06. Wis. Stats.) instrument and acknowledged 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 www.infoprofonns.corSTATE BAR OF WISCO WARRANTY DEED FORM No. 1 - 2000 uu ,IIJ aT�'u I�I rr,� an erv� ,x»rrd c cu, � 2uw„Hn� � nr wav xss moo _r LL I w u a .I K + rry� t 4ghP o�ti ^2 �.w e`S� .� K O u ��m w Og 1,e gi g a� 1=y o N .". �.m - 4X up Z.p p..F Qty ♦2�r Ml� h ti w I � �`v m"CS �..��W � ` � .S \ _ oL; �e r� _ °= �� �E•°+° i Y zi e4 alew - ia Ale e..lO' Iy - ._._. 141' tj g � � - e O gp• AIay 2 W _ ' �ri� °� � .•�.., '•� ^� h �!~ia4 =py O, 41i _ (1 +n p _ f .[T - .# - � _. ... 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