Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
026-1160-13-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 561028 0 GENERAL INFORMATION (ATTACH TO PERMIT) s t Ian Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)j. Permit Holder's Name: City Village X Township Parcel Tax No: Marek, Todd Richmond, Town of 026-1160-13-000 T BM Elev: Ins p, BM Elev: BM Description: _ Section/Town/Range/Map No: cs to ~ 16) 0 Wt -,M1 ~a -ems 23.30.18.1219 TANK INFORMATION ELEVATION DATA - / 2• ?S TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. S /V 4 3 d h. d Septic Z EV Benchmark .9,3 /v(/' / / 6 D Dosing Alt. BM 7 ;~Inica ~~~,l~b~ (]IC~ S~7/wLZ ~ Bld . S r Aeration ~ C.~,z. ~ s c~ ~ Z• 3 9 . S Holding St/Ht Inlet TANK SETBACK INFORMATIO St/Ht utlet 5110113 gy. TANK TO P/LWELL BLDG. Vent to Air Intake ROAD Dt Inlet Dt Bottom Septic Dosing Header/Ma a / ~l. b gq 17, JIM& Aeration Dist. Pipe 16f d 'y Holding Bot.5.y em y / yI U Lf? Final Gra ` PUMP/SIPHON INFORMATION4 2 S /0.0 /A S 3C 0. Manufacturer Demand St Cover / / GPM 3 r/.',~ YS /JYt Z .2-1 9 , (0 Model Number ~~~o rr ~Y~ !f 2 -7.99 L77 9 y TDH Lift Friction Loss tem Head TDH Ft 2 1 , Forcemain Length a. Dist. to / I ) a I 5~ io I SOIL ABSORPTION SYSTEM K-> / BED/TRENCH Width Length No. Of Trenches PIT IMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 / OQ SETBACK SYSTEM TO P/L S BLDG WELL LAKE/STREAM LEACHI G Manufa ture \ CHAMBER 0 INFORMATION Ty e Of System', Qy g) I l Model Number: ZQ DIS IBUTION SYSTEM ujd-ej 100' A-4 -Ag S~ 3 Y4-6 a-P.W-- Heade anifold Distribution f x Hole Size x Hole Spacing en o Air Intake Q r 1 r/ I Pipe(s) /oa G~ V Le i ngth D 7 ODa Length Dia Spacing S, SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only ?i~ Es pit o Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center 2 f Bed/Trench Edges Topsoil E] Yes E No Yes E] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: /3 Inspection #2: 5 / (3_/_(:L Pk Location: 1310 146th Ave New Richmond, WI 54017 (SW 1/4 NW 1/4 23 T3,_,NR1~8,CW) Whitetail Meadows Lot 13 Parr/c,, ell No: 23.30.18.1219 1.) Alt BM Description M wt~ ~5a 1 ' ~ K,4f' (aA 2.) Bldg sewer length = '7 sB~ tl 1~ Gt~t e7` . - amount of cover = t ,-"ecH G~'~ u l t\~ I Plan revision Required? Yes F&I No Use other side for additional information. 1-5_1/3-- Date Insepctor's Sig ature Cert. SBD-6710 (R.3/97) fLA-Al t` l V r ~V ~~M Z IV ~ ~r53 " `7q 2~ 1 6115- c V-(Z i.7 /e- yl- / ,(JPY 3/ 3 mtc Wisconsin Department of Commerce SOIL EVALUATION REPORT Veb Page I of 3 Division of Safety and Buildings A in accordance with Comm 85, Wis. Adm. Code Coun~ ST. CROIX Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.' .,~(1yp26-1160-13-000 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) ( GC/ l Property Owner Property Locatio C/O MAREK CONSTRUCTION INC. Govt. Lot SW 1/4 NW 1/4 S 23 T 30 N R 18 E(or)Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# P.O. Box 228 13 Whitetail Meadows City State Zip Code Phone Number iH Village ■ Town Nearest Road New Richmond, WI 54017 ( 715 ) 377 - 6240 146th Avenue New Construction Usee Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial - Describe: Parent material glacial till Flood Plain elevation if applicable N 4- ft. General comments New area tested due to loading rate on previous test. and recommendations: /Q^ J Conventional In-ground trenches 0.6 loading rate L aL e 7 S FT] Boring # 0 Boring 0 Pit Ground surface elev. 90.12 ft. Depth to limiting factor 78 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 1 0-16 10YR2/2 sl 3fabk mvfr aw 2vf-m 0.6 1.0 2 16-33 10YR4/4 sil 3fabk dsh cw lvf-m 0.6 0.8 3 33-78 7.5YR4/6 s Osg dl 0.7 1.6 Horizon 3 has 10-15% gr. ' ~ s la Qt,~eti S 2 Boring # Boring 89.52 72 ❑ Q 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'- in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 *Eff#2 1 0-12 10YR2/2 sl 2f-msbk mvfr cw 2vf-m 0.6 1.0 2 12-32 10YR3/4 sl 2f-msbk mvfr cw lvf-m 0.6 1.0 3 32-46 10YR3/4 - sl lmabk mvfr aw Ivf-f 0.4 0.7 4 46-72 7.5YR4/6 s Osg dI 0.7 1.6 Horizon 2 has 15%o gr; Horizon 4 has 5% gr. * Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:< 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si a CST Number Mary Jo Hu ert Hollister's Soil Testing & Design) 224832 Address Date Evaluat n onducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 04 - 04 - 13 (715) 426 - 1775 Property Owner MAREK, Todd Parcel ID # 026 - 1160 - 13 - 000 Page 2 of 3 3 ] Boring # ❑ Boring ng 91.72 77 ■ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf; in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-14 10YR2/2 sl 2f-msbk mvfr aw 2vf-m 0.6 1.0 2 14-34 7 5YR3/4 sl 2f--msbk mvfr aw lvf-m 0.6 1.0 3 4-77 7.5YR4/6 s Osg dl 0.7 1.6 4t 1 G~ u~ (off S 5 gv Boring # Bonrfg Bo Pit Ground surface elev. ft. Depth to limiting factor in. it ication Rate So Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 ther pits du - had stratified layers. i I I 5-/ 3 F Boring I~ Boring # Ground surface elev. Depth to limiting factor [N in. Pit Soil 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. *Eff#1 'Eff#2 10A AE, 0'~ -n I b (10-4 7-5 YK V6 f sJ i ' Imo' ' Effluent #1 = BODS 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent # = BODS 5 30 mg/L and TSS < 30 mg/L access services or The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330Test (8.07/00) M.i f € mimmal for arse Nl#y ti 11JE "alMiT fk has E _ e V Owner x::~:% ~;;i~~•,:=~t`~:~~_ `mod' t I" - 40,E Le ai Description "E i3 W ~t,-rrgTA 4L (except where noted) N~ s3 sw%y or- -rtis Ww& 52-3, T 3oW, F-i%kj, L3 =Backhoe pit o . P ITS /vo rWs 1OWy or RICttl alb, 'T. CVO I Y_ C-C) u.jt+/~ Lu tSealJS JAI, 2 • ►~a A ~ ~ 3 o mi, }4vFa~E North h~ 4 k c o- ti - b wt ~t P!~ X G D ' ~Ol P ~~,A1~Sc (_I /)ST WET P~oP~~'►Y~ o GoR~~ 0 $Z t r fIS ~ j~ T 5D, vkms vu w-- ~s v( 0 ✓4-~ J t~z, -~jP ©F FAmAirp ,&v XAA4K Ab{T- i A SSt+tiltEU /Ao. oo ~ Site Location: r all County ~eT°d Safety and Buildings Division C ~ 201 W. Washington Ave., P.O. BOX 7162 Sanitary Permit Number (to be filled in by Co.) L a S p Strlp Madison, WI 53707-7162 T (02Y LFSIONA~~ . , '„9t ~t~ State Transaction Number Sar P Mit Application ts. Adrr~o e, submission of this form to the appropriate governmen 21 In accordance with SPS 383. is required prior to obtaining a itary Note: Application forms for state-owned POWTS are sub 'tte roject Address (if different than mailing address) the Department of Safety and Profi bfiarServies. Personal information you provide may be used for seco purposes in accordance with the Privacy Law, s. 15.04 1 (m , Slats. / ^f U 1. Application Information - Please Print All Information / Property Owner's Name arc # 11-OW -oao Property Owner's Mailing Address Property Location 2 z ~ Govt. Lot Ci State Zip Code Phone Number f ty, P J ' '0/+, /y Section z~ ( ~ L &-196- v~ V`' I 5-P/ 7 ?77 6 Z Z Q T 3 ©N; R Opirc) IE ores II. Type of Building (check all that apply) Lot # 1 or 2 Family Dwelling - Number of Bedrooms Subdivision Name ~C Block # ❑ Public/Commercial - Describe Use ❑ City of CSM Number ❑ Village of 11 State Owned -Describe Use A o-of wn of G /1/l 8 III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. D.New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B • ❑ Permit Renewal Permit Revisio ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner 5-.4 Z 8 IV. Type of POWTS System/Component/Device: Check all that apply) X-Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑~Mound 224 inf. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) -7 CAUG7Tt L~ Pretreatment Device (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate gpdsf) 'Dispersal Area Required (so Dispersal Area Proposed (sf) System Elev t ~S VI. Tank Info Capaci Total # of Manufacturer Gallons Gallons Units D 2 U New Tanks Existing Tanks A c .2 2 2 a c~ w U iz w C7 G. Septic or Holding Tank Dosing Chamber VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumbe ' Name (Print) Plumber's Signature MP/M4'Number Business Phone Number d ti L~~~l z Z 6 715 -2 7 3 Plumber's Address (Street, City, State, Zip Code) VI Coun epartment Use Only Approved ❑ Disapproved Permmitt Fee Date Issued uing Age t Sign e Given Reason for Denial $ V ✓ ` ~?'tf Z13 6 IX. C n ~ 4`t ue va arsons for Disapproval ID R. n I e and dispersal cell must be ed /maintained : as ~ per management plan an provided by plumber. l /214,6- A~_ / , _ 2. All setback requirements must be maintained y'l~t,~ as per applicable code/ordinances. 'Ca &2 e 111 inches in size ° h to complete plans for the system and submit to the County only on p er not less than 8 4Il67 (,QiQ'(IX/Ji) C k el TO A- SBD-6398 (R. 11/11) _15~ d DG/Y~ ~4C l r~~ ~ Z~ ~ ~ lob Cd~ ~ P s'~r✓.~ 901®5 ~ LL 3 •,C,P f0 0 t ins~GC~•o~ I j►011 Absorption System Cross Section 133 7 -2~-z ft 4" Schedule 40 Final Grade PVC Vent Pipe With Vent Cap Leaching C~Q Z Chamber M,rft System Elevation ft ft %UD~ - ~~C~rnGse~ sy~e lo~v~rs ~ta~~TY~ h'I U~ ~2ot Sim Soil Wsorption System Plan View "I Poker qCj~ /~GUL~ t,o L0~7'l.~v eft{ ie Leaching Trench 1 ~ft Vent Or Observation Pipe' p Chambers 4" Die. Trench 2 Header eaching Chamber Specifications Manufacturer And Model _ /-A) EISA Rating Z - sq A per chamber Soil Application Rate • gpd/sq ft gpd Design Flow + a Soil Application Rate EISA ~ Chambers 2'rows of--=-.L_ chambers each. Page 3 of Wisconsin Department of Commerce SOIL EVALUATION REPOR~ VFD Page I of 3 Division of Safety and Buildings P in accordance with Comm 85, Wis. Adm. Code Coun~ ST. CROIX Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.' Z,' C0(W7y026-1160-13-000 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) Property Owner Property Locatio TODD MAREK CONSTRUCTION INC. Govt. Lot SW 1/4 NW 1/4 S 23 T 30 N R 18 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# P.O. Box 228 13 Whitetail Meadows City State Zip Code Phone Number []City village Town Nearest Road New Richmond, WI 54017 ( 715 ) 377 - 6240 146th Avenue Riehmand E] New Construction UseE] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material glacial till Flood Plain elevation if applicable --I>~A fl General comments New area tested due to loading rate on previous test. and recommendations: Conventional In-ground trenches 0.6 loading rate/ 1i1~ -~L~eo1 ~G(GCGt ! T ` f'l,u-f 1"S QJ tQ- Jt -wQahJ O a/t_a 4 l ITIBoring # D Boring Pit Ground surface elev. 90.12 ft. Depth to limiting factor 78 in. Soil 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. *Eff#1 *Eff#2 1 0-16 10YR2/2 sl 3fabk mvfr aw 2vf-m 0.6 1.0 2 16-33 I0YR4/4 sil 3fabk dsh cw lvf-m 0.6 0.8 3 33-78 7.5YR4/6 s Osg dl 0.7 1.6 Horizon 3 has 10-15% gr. U-R" AM s ' I F 2 Boring # Boring 89.52 72 E] 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. I*Eff#1 *Eff#2 1 0-12 10YR2/2 sl 2f-msbk mvfr cw 2vf-m 0.6 1.0 2 12-32 10YR3/4 sl 2f-msbk mvfr cw lvf-m 0.6 1.0 3 32-46 10YR3/4 sl Imabk mvfr aw Ivf-f 0.4 0.7 4 46-72 7.5YR4/6 - s Osg dl 0.7 1.6 Horizon 2 has 15% gr; Horizon 4 has 5% gr. * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:E 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si CST Number Ma Jo Hu ert Hollister's Soil Testing & Design) a 224832 Address JrDate Evaluat n onducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 04 - 04 - 13 (715) 426 - 1775 Property Owner MAREK, Todd Parcel ID # 026 - 1160 - 13 - 000 Page 2 of 3 3 Boring # 11 Boring 91.72 77 Spit 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 1 0-14 10YR2/2 sl 2f-msbk mvfr aw 2vf-m 0.6 1.0 2 14-34 7 5YR3/4 sl 2f-msbk mvfr aw 1vf-m 0.6 1.0 3 4-77 7.5YR4/6 s Osg dl 0 7 1 6 / -c 1 Sum (ocv s Z2 ❑ Boring # Bonr~ 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 they pits du - had stratified layers. ❑ Boring # 9 Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil -Application Rate Roots GPD/ff Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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. SM-8330Test (R.07/00) pint rutar she and e. 110.1 F ?l AJCX sr sa }t 1 B : i 3 A4o Legal Description OJT 13 y w kiymTA 11- (except where noted)- 1t(i 5W 7~ or- ?tk a OW %4 -s2-3, T 3OW 7, 18t+v , M = Backhoe lit 3- i- - r PITS ,NOT t45 -IOW,U OF ?,1Ctt•Mab, ST. eiPtx C-O V A9Vl w tscaus ~ 2 • )~a ,4e~s s 3 r o ~yb 44 ~4vFN ~E LL; North hR 6 Qa ~ !t o Pao g .e vo C~^ ~ r ~ h,rnA~ In ~ t l ~ v~ Bn tel. i~ -PP OF FpNNA?r,*W s "4K JU r ,o, ssLtatFD iad. oo ' Site Location: r Safety and Buildings Division County C s~ IL < f 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) a S P K' ` ' Madison, WI 53707-7162 Application State Transaction Number a in accordance with SPfi3315121 j2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owneAPOWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Servies. Personal information you provide m'ty b~ used for secondary / 5/0 1 e n h~_ u oses in accordance with the Privacy Law, s. 15.04 1 m , Stats. v1& lit I. Application Information - Please Print All Information Property Owner's Name - 3 \ Parcel # 1160-0 000 Property Owner's Mailing Address Property Location / 2 Govt. Lot C City State Zip Code Phone Number 511_ 1/4, Af 1/,, Section C4 Mo D -~YD 17 715 7 T -3 /Q N; R _lE onr®' II. Type of Building (check all that apply) Lot # Subdivision Name P14 or 2 Family Dwelling - Number of Bedrooms Q O / 4 ✓L Block # M ~A t"LGJ ❑ Public/Commercial -Describe Use ❑ City of CSM Number ❑ Village of El State Owned -Describe Use 0-Town of 4~G MDA~ ~ 5 cl~„,~,.(oer5 III. Type of Permit: (Check only o e box on line A. Complete line B if applicable) A. .New System ❑ Replacement System ❑ Treatment/ folding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal Q- Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner y 1 4 IV. Type of POWTS System/Component/Device: Check all that apply) KNo_~ssurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound ? 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ersal/Treatm nt Area Information: . 9 Z. Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (so Dispersal Area Proposed (sf) System Elevation -L - 9 Z, Do~ 3c~or~ ~q>•,s s ~~l °Z 3 boo VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units o ° New Tanks Existing Tanks c Y a (oe.l' / a U V) h CIO V. c7 a Septic or Holding Tank 1-2-50 1 S X Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumb s Name (Print) Plumber's Signature MP44PRS-Number Business Phone Number Z 69 U-r~- A-) LCLISIDIJ Plumber' Address (Street, City, State, Zip Code) C- LLS v0-?A-4-k- w S Z( o l VIII. Coun /De artment Use Only Approved .Disapproved Permit Fee Date Issu d Iss77a, ure $ Y75' 3 7 3 6Z-2~-~ even Reason for Denial IX. Condiyypteasons for Disapproval 3J 1 Septic tank, effluent fitter and v RJ vG! dispersal cell must all be services / maintained (nn c~.P ; e,n . as per management plan provided by plumber. r", Z. Ali setback requirements must be maintained 60~~~ ` r is per applcable code / ordinances. 1 t % y` Attach to complete plans for the system and submit to the County only on paper not less than 8 in z 1 ches in size ' SBD-6398 (R. 11/11) LO Af 7E 31D ~ ~k 0 3~/ L P 0 3 1~ t i i CONVENTIONAL COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Owner's Name: Owner's Address: e~ x z 2 .N c-J T,2 cc ( "t(d rJ r c~ s~ 4~ Legal Description: /U l/ 5 4- Township: CtE✓yld r~Q County: C Subdivision Name: UJR F::(-A L /y 674-0O C Lot Number: Parcel ID Number: Z- 6 Q _ O o p Page 1' Index and title Page 2'', Plot Plan Page 3',4- 3H System Sizing & Cross-Section Page 4, Filter Specs Page 5' Maintenance Information Page 6 Management Plan Page 7 St. Croix Cty Septic Tank Maintenance Form Page 81 Warranty Deed Page 9' CSM or Plat Attachments: Soil Test & House Plans Designer/Plumber: f0 f M(L- I(XL_! O,(t) License Number: /fjl~ Z 2 ,G Date: 3-57--(3 Phone Number = Z 73 Signature Designed pursuant to the In-Ground Soil Absorption Component Manual for POWTS Version 2.0 SBD-10705-P (N.01/01). Page 1 PLO~ ~ a ~X ©o L,6' .rtk S ~ ~kn~~. ~G fc 11 r Soil Absorption System Cross Section 95- ft ft Me L4h Leaching ~fit Chamber System Elevation ~ft ft ? ft 5 4, Soil Absorption System Plan View /DOft 3 ft Trench 14 i JZ ft Learning Chambers 4" Dia. Trench Header Vent Or Observation Pipe Trench 574- Leaching Chamber Specifications Manufacturer And Model AJ EISA Rating Z Q sq ft per chamber Soil Application Rate s 2 pd/sq ft gpd Design Flow s 2 Soil Application Rate , ,L~1SA = e Chambers 6 rows of -s.L_ chambers each. Page of ~.R 4;T T OW&4 Titus Standard Chamber Sic;;. and End Vie5n!s 1 , 48" (EFFECTIVE LENGTH) =s 12" 34" Pius All-in-One 12 Encap Front, Side and End VicWS 11.2" 13" 8" INt ERT ~ 8" IN AVERT 5.3" INVERT t _M. 33" C,uick4 Pius All-in-One Periscope QUICK4 PLUS ALL-IN-ONE PERISCOPE (360'SWIVEL ) QUICK4 PLUS 6n L-~ ' 12.7" INVERT fgj& ENDC-oNE1z ENDCAP -yl Quick4 Plus Standard Chamber Specifications w Size (W x L x H) 34" x 53" x 12" (86 cm x 135 cm x 31 cm) Invert Height 0.6", 5.3", 8.0", 12.7" (1.5 cm, 8.4 cm, 18.5 cm, 22.6 cm) Effective Length 48" (122 cm) INFILTRATOR SYSTEMS, INC. STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, end plate, wedge and other accessory manufactured by Infiltrator ( Units"), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator's instructions, is warranted to the original purchaser ("Holder") against defective materials and workmanship for one year from the date that the septic permit is issued"tor the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, n Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered 7 by this Limited Warranty. Infiltrator's liability specifically excludes the cost of removal and/or installation of the Units. (b)THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty I N F ILT R AT O RO does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, tE' n1 $ inc. I including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. yS Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing ' 6 Business Park Road • P.O. Box 768 P, the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the Old Saybrook, CT 06475 terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any 860.577.7000 • FAX 860.577.7001 third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator's installation instructions. 800.221,4436 (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the www.infiltratorsystems.com original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. 4,: ILI= C " - - -Y - - mrr.~I.ar,e...,ar - ..........M,.... r..., U S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4 and Quick4 Plus are registered trademarks of Infiltrator Systems Inc. Infiltrator is a registered trademark in France. Infiltrator Systems Inc. pLUSO510101S1-2 is a registered trademark in Mexico. Contour Swivel Connection is a trademark of Infiltrator Systems Inc. 0 2009 Infiltrator Systems Inc. Printed in U.S.A. Sep.25. 2012 8:19AM No. 4837 P. 3 ^ m n n t,~ ~n-I ~ n rn c/c~ S_ m rn u1 YZ X po p z ~ rn W ~ ~ n ~ O (D j~ fV 6.J co n u u f JIL- (y1 O O O s ^ 0 o z~OzAO o0 o o Z C 4 N ^ S v vom=o Q > p D C 0 A o _ -;a o ® o pp ~Ili1~~63 C7 No ir ~ D rte- o POWTS OWNER'S MANUAL MANAGEMENT PLAN P e of Z FILE INFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity 2 al ❑ NA [Pe rmit # Septic Tank Manufacturer CS ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model 0 Number of Public Facility Units ❑ NA Pump Tank Capacity al ❑ NA Estimated flow (average) f~ gal/day Pump Tank Manufacturer ❑ NA Design flow (peak), (Estimated x 1.5) gal/day Pump Manufacturer ❑ NA Soil Application Rate al/da /ft2 Pump Model ❑ NA Standard Influent/Effluent Quality Monthly average* Pretreatment Unit ❑ NA Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BODs) 5.220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 1.-5150 mg/L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average - Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD6) 530 mg/L ❑ In-Ground (gravity) ❑ In-Ground (pressurized) Total Suspended Solids (TSS) 530 mg/L ❑ NA ❑ At-Grade ❑ Mound Fecal Coliform (geometric mean) 5104 cfu/100ml ❑ Drip-Line ❑ Other: Maximum Effluent Particle Size Ys in dia. ❑ NA Other: ❑ NA Other: ❑ NA Other: 13 NA *Values typical for domestic wastewater and septic tank effluent. Othem ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once ever ❑ month(s) (Maximum 3 years) ❑ NA y~ D ear(s) Pump out contents of tank(s) When combined sludge and scum equals one-third (Y3) of tank volume ❑ NA Inspect dispersal cell(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA ® year(s) Clean effluent filter At least once every: 13 month(s) ❑ NA ® ear(s) Inspect pump, pump controls & alarm At least once every: 3 El month(s) ❑ NA ® ear(s) Flush laterals and pressure test At least once every: ❑ month(s) ❑ NA • 9 year(s) Other: At least once every: ❑ month(s) ❑ NA ❑ ear(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 coil(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 W3) 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 tha.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. GMW (4/01) kl Pa 4h~emlca START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products r lsthat 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 cell(s) 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; herbicides; 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 fails and cannot be repaired the following measures have been, or must 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 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. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area Is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ . 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 INSTALLER POWTS MAINTAINER Name KO & rZ, C L S fl Name Phone 5- Z 7 3 ~T rl I Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name j C D/X ZD~✓/~ Phone Phone > 3 - 8 This document was drafted In compliance with chapter Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address /-0, '6D ,t' Z Z Property Address 13 (Verification required from Planning & Zoning Department for new construction.) City/State 106-W kcffVow10 W j Parcel Identification Number 0 Z6 -1160 -Coe) LEGAL DESCRIPTION Property Location %4 , '/a , Sec. , T _~KQ N RZW, Town of ~CC/T/- e / Subdivision U~ LT( 7-~+/L Lot . Certified Survey Map # , Volume , Page # Warranty Deed # , Volume , Page # Spec house <op no Lot lines identifiable( no SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, 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 Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning.& Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on $his form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a w rrantY deed recorded in Register of Deeds Office. Number of bedrooms SIGN TUBE OF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) State Bar of Wisconsin Form 1-2003 8 0x74053436 9 WARRANTY DEED 960901 Document Number Document Name BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI 08/01/2012 12:48 PM THIS DEED, made between William B. Stock EXEMPT#: NA ("Grantor," whether 7 or more), REC FEE: 30.00 and Todd Marek TRANS FEE: 351.00 ("Grantee," whether one or more). PAGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Recording Area Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): Name and Return Address I Lots 9114 , 15, 16 19 21 23 and 31, Lundy Meadows, KRISTINA OGLAND of 13, Whitetail Meadows ESTREEN & OGLAND This is not homestead property. 304 Locust Hudson, WI 54016 026-1165-09-000; 026-1165-14-000: 026-1165-15- 000:026-1165-16-000;026-1165-19-000;026-165-21- 000;026-1165-23-000;026-1165-31-000:026-1160- 13-000 Parcel Identification Number (PIN) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: easements, restrictions and reservations, if any, of record. Dated pq-/ ZZ&1 -z,- . (SEAL)BY: OOa~ (SEAL) * *William B. Stock (SEAL) (SEAL) * AUTHENTICATION ACKNOWLEDGMENT 4. Signature(s) William B. Stock authenticated on D STATE OF ) ) ss. COUNTY ) *Kristina O gland TITLE: MEMBE STATE BAR OF WISCONSIN Personally came before me on , (If not, the above-named authorized by Wis. Stat. § 706.06) to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. THIS INSTRUMENT DRAFTED BY: Kristina Oaland. Estreen & Ogland 304 Locust Street, Hudson. WI 54016 Notary Public; State of My Commission (is permanent) (expires:_ (Signatures may be authenticated or acknowledged. Both are not necessary.) i NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED © 2003 STATE BAR OF WISCONSIN FORM NO. 1-2003 * Type name below signatures. INFO-PROTm Legal Forms 800-655-2021 www.infoproforms.com 1 of 1 b I p d A o S00'29'28"E-" 199.14 , - ' 571.39 0 S00'2928"E 0 to 307.1 S' I 264 cp p o ; 0 Vn I N d c , N00'29' 28"W- 199.58 g c 00 ri 9, Co, to - M J ' 57.64 ~'m ,6 .0 N ( ~e, TO- Z, ~j O IrE I) M c0 a OI >1 O ^ Q W W Q0 2 N Ui p M .h o~ y w . o,o cn z •,r~ W • • ' ' O~MO~~d „99„ 1'S • 01 •514.98 ~2 °Cpl to .3N17 X)M-7S - - - -SS300d 103610 ON- ~pS\ON MI,8Z,6Zooox _ _ ,Zj • - - - - - - - Iy~'Z59r 1f1„9e,6.001V=- 60~ 9, vImHJ1H yNrlb(l RE L b'1s « Fq 140oN-,Y> T00 XVd 8S:OZ CTOZ/TZ/ZO . t 1 d1b w c SOIL EVALUATION REPORT Page of Wisconsin Department of Commerce Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County ! c ~ , /J%; 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. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. (Q Please print all information. Revied by Date ~ -1Personal information you provide may be used for secondary purposes (Privacy Law, s: 15.04 (1) (m)). O Property Location Property Owner ~G/~✓ J Govt. Lot 6 1 /4 S~3-r ✓7 N R E( W Zll,, e, ~ Property Owner's Mailing Address Lot # Block # Subd. Name, or CSM# Z 2 city State Zip Code Phone Number ❑ City ❑ lllage own Nearest Road New Construction Used Residential / Number of bedrooms Code derived design flow rate O GPD ❑ Replacement ,c ❑ Publi or commercial - Describe: Parent material Flood Plain elev ton if applicable ft General comments and recommendations: 'i/~ v'n / /~19^-~ / J/ A2 omBoring# Boring it Ground surface elev.! ft. Depth to limiting factor in. 7"' T } `t' Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f? in. Munsetl Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2 / 1-64 r^ Boring # .pBoring ® 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 '-31Z L 2 LAI if .~14 Effluent #1 = BOD > 30 1220 mg1L and TSS >30 < 150 mg/- ` Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signa CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 1, ' ~ 715-246-4516 3 . Property Owner _ Parcel ID # Page of 137 Boring # ❑ Boring XP it Ground surface elev~ b ft. Depth to limiting factor _ in. 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 'Eff#2 4`12 1 f . S(- -A 6- -L _M , Z L 3 sl 1, 3 6 r 11(e st- 7 Lo 74 1 a 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/fE in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 F-1 Ong # ❑ Boring ❑ 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mg/_ • Effluent #2 = SODS < 30 m Q& 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. SOD-8330 (8.6/00) Soil Test Plot Plan Project Name William Stock/Steve Dalton Sha lrd-~ Address 1748 112th St. New Richmond Wi 54017 CStA #226900 Lot 13 Subdivision Whitetail Meadows Date 8/15/03 S 1 /2 N W 1/4S 23 T 30 N/R18 W Township Richmond M Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 92.6/92.1 *HRpSame as Benchmark Alt. BM Top of 2" Pipe @ 100.2' Alt. B.M. 390' Property Line B.M. Scale is 1 -40 unless othe wise noted Please note: Installer must 619' verify all lot lines and setbacks Property before installation. Line B-2 341' 5' Property Line 45' 40' B-3 5% Slope 45' B-1 97' 95' Please Note: Tested area may not be suitable for 100 desired building area. Check system location before excavating. Pro Town Road i r 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. Aftbr 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 ds4=TT Vo SE Jdd ST. CROIX COUNTY . WISCONSIN ZONING DEPARTMENT N N N N N N N■ rnrr ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 r ^-~~r Phone: (715) 386-4680 Fax (715) 386-4686 Memo to File Fronr: 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 zonirig 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 (lmgr) 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. ' I r Page Two - Soil Memo 4/27/04 Massive sandy loams have been assigned a soil application rate of 0.2 gpd/ft2 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. v Page Two - Soil Memo 4/27/04 Massive sandy loams have been assigned a soil application rate of 0.2 gpd/ftz 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.