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030-2145-14-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Satet}<3n(' Buil ,ling Division t 0 INSPECTION REPORT sanitary Permit No: 488183 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 r Permit Holder's Name: City Village X Township Parcel Tax No: Johnson, Glenn I St. Joseph, Town of 030- 2145 -14 -000 CST BM Elev: Insp. BM Ele BM �De�scri tiol�i>ti►+nQtL ^ � SectionlTown /Range/Map No: �p , P / C I f2 30.30.19.3005 TANK IN#bRMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic ` C , Benc ark Dosing c7 t' Alt. B Aeration Bldg. Sewer 2- Holding St/Ht inlet 3 7 C11.?L ' TANK SETBACK INFORMATION St/Ht Outlet l0•1� p T T , TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic } 3 a ' ��. Dt Bottom• oS Dosing L � �� Header /Man. �„as" 9q Aeration Dist. Pipe Holding Bot. System P /SIPHON INFORMATION Final rade $ J l?D • 30 anufacturer Demand St Cover N OT G� — t, odel Number GP 5•+� t H Lift Friction Loss System Head TDH Ft .�o . SZ- IZ - `t2_ Forcemain Length ( Dia. I Dist.toWell ` SOIL ABSORPTION SYSTEW %-,_, J REN Width t Length No. Of Tre hes PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 t• aL SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Man�tur INFORMATION CHAMBER OR Type Of System: / UNIT Model tuber: DISTRIBUTION SYSTEM Header /Manifold « Distribution x Hole Size x Hole S in Vent to Air Intake C Pipe( ry Length Dia Length Dia Spacin N- SID 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 No Yes No Yes 0 0 0 0 COMMENTS: (Include code dis encies, persons present, etc.) Inspection #1: 0C1F- 02 Inspection #2: Locatio n: #321'13Eth Ave Houlltn, W 54082 (NE 1/4 VW 1/4 30 T30N R19W) Brown Wood E 0.19.3005 1.) Alt BM Description = # t . � Cl Ab f Ur = I �S� 2. Bldg sewer length Z � - amount of cover = 1y' s ='�� 2. tT. O Z �p Plan revision equi�d? � es �� o Use other side for additional information. Lj. S Date f ^ "-,.- n`-;� --� Insepctor's Signat Cgrt. No SBD-6710 (R.3/97) �� L I � Safety and Buildings Di vision County l W. Washington Ave., P.O, Box 7162 Z } Madison, W( 53707-7162 Sanitary Permit Number (to be filled in by Co.) De artment of Commerce (609) 266 -31 � f 1 4 4 - Sanitary Permit Appii a ti State Plan !D. Number --"- -� t NA� In accord with Comm 83.21, Wis. Adtn. Code, persona! i otrii on 0 p�vigle �� may be used for secondary purposes Privacy Law $15.04 Project Address (if diftbrent than rtai A ' ::ng address) j L Application information -Please Print All Information GO 3Z �3� 4-1 ST. CROiX Property Owner's Name Lo Block tY r Parcel rr Property Owner's i pe , Mailing Address Properfy Location City, State Zip Code Phone Number %. Section ff. Type of Building {check slt that apply) T ,�D N, R < E os� (a ok 4s s�btM: 1 or 2 Family Dwel'ing - Number of Bedrooms _ /><n o/ Ve Subdivision Nate CSM Num er ❑ Public/Commercial - Describe Use U State Owned - Describe Use ,� ,�.1S{ { 1 �� Z -r t Z ____� C]Ciry_nViilageONTShip U1 III. Type of Permit: (Check only one box on tine A. Complete line B if applicable) X XNeW System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. 11 Permit Renewal ❑ Permit Revision ❑ Change of ❑ permit Transfer to New List Previous permit Number and Date Issued Before Expiration - 1 Plumber Ouster IV. Type of PO WTS 6ystern: (Check all that apply) ,KNon - Pressurized In- Ground n Mound > 24 in. of suitable soil ❑ Mouitd < 24 in, of stutable soil 0 At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground 0 Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter Lj ! Recirculating Synthet Media Fitter i=hing Chamber 0 Dri Line ❑ Gravel -less Pipe ❑ Other (e _ V. DispersaMeatment Area Information. a '�. Design Flow (gpd) Design Soil Application Rate(gpdst) Dispersal sea R uired (sf) Dispersal System Elevation VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel I Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass Now Tanks TaNcs Septic or Holding Taak � Aerobic Traannent Unit ; - Wsing Chamber „-' oO :SG-' N , VII. Responsibility Statement - 4 the undersigned, amarat responsibility for In ita of the POV►TS shown o u t attached plans Plumber's Iv'atne (Print) Plumber's Signature - IMPRS Number Businats Phone Number Plumber's Address (Street, City, State, Zip Cede) d7 B G o yt Op -VI . County/D epartment Use Only Approved C) =Cr ���Sanitary Permit Fee (includas Groundwater Dtu Issu Irani gent Signet n amps Surcharge Fee) i / T OD C f, CJ t en R r Denial "1(�U J /�/ IX. Conditions of Approval/Reasons for isapproval SYSTW OWNER: 3) /vQ P G W a� 5 6 �e-&A- t ,� 1. Septic tank, effluent filter and ` dispersal CON must all be.servit:es / maintained SG�tvl evUl as per management plan provided by plumber. u ` z AN setback requir~$ must be maintained L as Per code, ordinances. �`- U Attach eaatPlek Platys (to the County only) rot the system on paper nut leas than d1/2 111 inches in sue SBD -6398 (R. 01/03) st I a3NWO M3TtYr 1sconsk; Department of Commerce SOIL EVALUATION REPORT Page !� of ' Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but riot 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. Please print all information. Reviewed b Date Personal Information you provide may be used for s. 15. (1) (m)). ,5 Property Owner . Prop irty Location ( a-U- 01 ~� V/ 0 ,'N N I � Govt Lot &C 114 ti w 1/4 S __J�, j C) N R 1 E (or) uQ Property Ow//n��ees Mailing Address Lot Block # I Subd. Name or CSM# P 0 U 7 1 ST. CROIX COUNT / yo , „l l u C L el F SAL- -e City State zip Code Fhons N~G OFFICE ity ❑ Millage (@ Town Nearest Road New Construction Use: W Residential / Number of bedrooms Code derived design flow rate �f_ S�` /G c ° GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material p Flood Plain elevation if applicable ^ � �1Jft. n General mm S S�t »� ./ t V � 3G '' F'rt t" � � — and reco ons: SEA-5 o�� ;k S�k 5 5��`ti /0 - ZS bq5 54� -�l� �2af� 1, chi mo 5 //� Joy w/ �--� , , 4 © Boring # [] Boring ® Pit Ground surface elev. ft. Depth to limiting factor f/Q " in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOM in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 1 0 - $ /(� r 3f3 — r "l . r►v S� Yi'( S L Z ow - f/ k,/ 4 3 F_z] Boring # Boring _ © Pit Ground surface elev. ft. Depth to limiting factor 1[_ in. Soil 'cation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Mutseli Qu. Sz. Cont. Color Gr. Sz. Sh. •Efl1#1 'Eff#2 f " i I 2 • Effluent #1 = BOD > 30 1220 mg1L and TSS >30 1150 mg& ' Effluent #2 = SOD 1 30 mg/L and TSS < 30 mg/L CST Nafne Pam PrInQ kture CST Number s 253309 Address / Date Evaluation Telephone Nunber /6 - 5'/Gj // " - / a� his_ �G o -c•Z Property Owner �c�n Parcel 10 # �a"f /y �ica"'n w e :.c P age Z- 3 p Boring 2 � 65� F�] Borutg # ® Pit Ground surface elev. 1 , 4 Z, - 3 0 ft. Depth to limiting factor ST in. - 01 — Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM In. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 e l V f db ti ❑ Boring # p Boring ❑ Pit Ground surface elev. R Depth to limiting factor In Soi — Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF m. Munsell Ou. Sz. Cont. Color Gr. Sz Sh. 'Eff #1 •Eff#2 Q Bwing # p 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. Munsel Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 • Effluent #1 = BOO, > 30 <_ 220 mg& and TSS 2 < 150 mg& ' Effkient #2 = SOD, = 30 wG& and TSS 130 mg& 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. SOMMcasool n Sr NtVr-r1 Qt II I y • h Propertyowner 'h can ParceliD# �a I1 lelcl'"'ll w 'Z�"' Page of 3 EN Boring # ❑ Boring Z P' Q7 5 ® Pit Ground surface elev. dl 3 U ft. Depth to limiting factor 0 S in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/11 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 - Eff#2 'r 1. rl ab Boring # B ori ng ❑ Pit Ground surface elev. R Depth to limiting factor in. Soil — ApOwfim Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsetl Qu. Sz. Cont. Color Gr. Sz. Sh. •EB#1 •EffV2 �9 Boring # ❑ ' factor in. Q ❑ Pit Ground surface elev. ft. Depth to hmrhng Sal cation Rate Horizon Depth Dominant Color Redox Description. Texture Stnx tune Consistence Boundary Roots GPD/ff in. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Ef#2 • Effluent #1 = BOD, > 30 < M nVI and TSS >30 1150 nV& ' Effluent #2 = BOD 30 mg& and TSS 130 niWL 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. > ctt. ew S - zip _0 �Y 4p ® e�f r . , ,��" 'ed �O'h /U�' . �/ �4' � �/ � G s ..J lJ4 � � .S��Cr ✓ "��j s p�� PAG E - O F 3 NAME h , o.,^ LOT# I `I LEGAL DESCRIPTION ,6 1 /a!�, 1 /a,S 3U T3c�,N,R _l 9 0 E(OR)C' 1 SCALE: I"= 7 (� BM 1 ELEVATION /oo BM I DESCRIPTION �1 Ci BM 2 ELEVATION — BM 2 DE SCRIPTION SYSTEM ELEVATION SYSTEM TYPE U (1 u e �CC9- 4 � 22 I' V ' P7 3� ,( f SIGNATURE DATE WlsoauM Department Of REGEIv 10 EPORT Pap / of Division of Safety and Buildings (�i`n��aR eerpit0 Code County Attach complete site plan on p per not tbSS then 81/2 x 11 inche in size. Plan must Include. but not limited to: ve t and horizontal r Voint ( M), direction and Parcel I.D. percent sloe, scale or dimens n u vv "Ya G 0 and istance to nearest road. Min allon. Reviewed by Date Personal information you provide maybe used for smandery purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location t3 V 5 v Govt. Lot 1/4 ,6t 14 SU T N R E (or) Property O wners Mailing Address lot # , Block # Subs, Name or CSW� CRY J State Zip Code ► ❑ city Villages own Nearest Road ILd 'New Construction Use:p Residential 1 Number of bedrooms - Code derived design flow rat l Lf Q GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material (3 2 Flood Plain elevation If applicable �l �/�- / ft. comments o0nerNs - el`c' J g u , r i ��Z"� and recommendations: / �? , f 2 f / Z 1 do Boring # ❑ Boring it Ground surface elev. ft. Depth to limiting factor Ord in. � Son Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Q PDff In. Munson Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eft#1 'Eff#2 Z V 6 Cf / O 16 �vy ® # ❑ Boring � ^} ® Pit Ground sum elev. �� 't"` ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDflf In. Munson Qu. Sz. ConL Color Gr. Sz. Sh. 'EN#1 'Eff#2 I t -Z' C Z -1 6" • Effluent #1 - BOD > 30 < < 220 mg/L and TSS >30 150 mg1L ' Ef6uere #2 : BOD 130 mg/l: and TSS < 30 mg/. Nerve (Please Print) - - Signature CST Number Q �Q Ad*m Date E Conducted -- Telephone Number r / / Property Owner 32) h ✓� r, Parcel ID # l / Page — of _ ':> IE Boring # ❑ Ekxft tg Pit Ground surface elev. R. Depth to Umiting factor Z / In. Sol Application Rate Horizon Depth Dornant Color Redox Description Texture Structure Consistence Boundary Roots GPDM M. Munsell Qu. Sz. Cont. Color AA Gr. Sz. Sh. •Eff#1 •Eif#2 G l 7/ , f L Z S� r , Z- c > a # ❑ Boring [] Pit Ground surface elev. ft. Depth to limiting factor h• SoN NVication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM In. Munsell Qu. SL Cont. Color Gr. SL Sh. •Eff #1 •Eff#2 U Baft# ❑ ❑ Ground surface elev. ft. Depth to WW" WW" factor in. Pit Soil Application Rate Horizon Depth Don*%ent Color Redox Description. Texture Structure Consistence Boundary Roots G In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. '01#1 •EfW2 • Effluent #1 = BOD, 30 _220 "A. and TSS >30 _< 150 ffq& • Effluent #2 ■ BOD, < 30 mg& and TSS = 30 "V& 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. asauwp�+oo� r 32)kv► !,/ Property Owner Parcel ID # / Page of _t ® soem # ❑ Pit Ground surface elev. V ft. Depth to limiting factor �V , in. SwAppiicatimf tow Horizon Depth Dondnant Color Redox Description Texture Structure Consistence Boundary Roots GPOlff In. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. 'Eif#1 •Eff#2 6 l ' , s— -5 > F-1 , # p Boring ❑ Pit Ground surface elev. ft. Depth to WnMV factor h. Sop Avalcation Rate Hoft n Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Mursiell Qu. SL Cont. Color Gr. SL Sh. •8101 •Eff#2 F � # ❑ ❑ Pit Ground surface elev. ft. Depth to prnping factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPM In. Muse Qu. SL Cont. Color Gr. SL Sh. •Etf#1 •092 • Effluent #1 = SW,: 30 <_ 220 ffQ& and M >30 1 150 nV& • Elpuerft #2 s BOD, 130 mgll. and TSS <_ 30 nV& 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- 2648777. saaasotrtwo> PAGE OF NAME � � Vl 5 LOT# LEGAL DESCRIPTION : Uy /A 6r V4,S .S 3cj ,N,R / E(O SCALE: I" BM I ELEVATION 10()� U BM 1 DESCRIPTION p d BM 2 ELEVATION f /d BM 2 DESCRIPTION SYSTEM ELEVATION 3� C (� i SYSTEM TYPE � G/I 11`Q ✓1'�. rtl v[�.' i rl r] ✓ ' J �� 10 o f SIGNATURE .., D TE � • �CCC • • tCCCCC•�'CC•��• � �' •. i• � r � ICC�ii Cli' ,� � • t� � IO�ao000� ► .�� � ' ► • � � ��. ACC rCli♦ Ile i 0 / �• C � i I...C • C C C C C • C • • C C • C V C • � 1 r � . i ���C 1 - I iC ►CCC4COCCC�i rCCCCCCCCCCC♦ i�j � 01'CCOId ►CCCCCCCCCCCCCCCCCC,i ���� � ;����,�� �CCCCCCCCCCCC����'►� I i � I 'C C C I 'C C ��b • 1 • C C i'► • C • C C 1 C 'i'� � � � 1, ► C • • C�• C C b I •��iClib��t '►•CCCtri�j!1� I� Y � p C C I� , �� C o ��� > i �'�C���C�C ► C C � e, r i►'•� Vi �. C b C C C C Ali' � _••I'C�OI'C�� >�C•�••C•.� • 1j �i ���, •, '�� ► ►♦ � 1iiClit� • '� • • • � ► 1 � �i�'C . �► 4 �b ♦ ► ���ii1�jC. %j•I %CCs %�� /.' i �41 ► ►� ? � ��� � �C� >� I�C ��'i ��C ♦ ��C � ��V�I:, , CCCCCCCCCCCCC�CCCCCCCCCCCCCCCCCCCCC�C���C� � � C , C.C�C�C�C�C�CCCCCCC�w�j.�f�•C�� ��? � _ i CCCCOC ►�CeC•CO•� ���• � ��i ♦CCCC� IA � iVCC�1�CCCCt .CCCCC►CCCiw ICCCCCC�CC �. �•��� ► A C C C C C C C C C C C C C C� i 1 V KI P ��iCCViCC� � ,CC�CWillCCCCCCCCCCt • �, ►. ► � • eO C C C C C C C C C C C �• V � C I � • - . i�'•CCCCCC„vrl • ►� P 1 ► ► • • 1 ►C� ► C C C C C C � w C C C C : C i� • r•� CCC••IC�I SOIL EVALUATION REPORT PAID pa of Wisco nsiA Depawtrnent of Commerce 3 Division of Safety and Buildings in aocordaince wflh Comm 135, Wis. Adm. Code Coun:ty Attach woe silts Mien on paper not less than fl W x 11 inches in size. Plan must include, but not rifled to: Vertical and ho&orrtal reference point (SM), direction and Path tD. n percentsiope, scale or dimensions, north arrow, and location and dismnce to nearest road. ✓ s R Date Please print a� Mtorrr►saon. ' Persoaar IMonnation you provide maybe m'a' s. 15.04 (1) (m)). property0wner PropertyLocatian Govt Lot AIF 1l4�{iq/ 114 S p T Z `r N R E (or) W property Owner's Mang Address Lot # Bloch # Subd. New or CSM# 2 0 - C � ❑ vim ® Town Nearest Road City State Zip i . C>/ Ep New Construction Use Can Residential) Number of bedworns _ 3 y Code derived design flow ram S� !� O o GPD ❑ Replacement ❑ Public or commertdal - Describe: Parent material _ r (, I _Flood Plain elevation n7 a�nr we General S YS '"'` 2 (e U , r� and recommendations: M � _ in. # [a p Ground surface elev. 1(10 ` R. Depth to titntting factor _ Son Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD F in. Munsell Qu. Sz. cant. Color Gr. Sz. Sh. '01101 `01102 I _% 10 S' 1 es v 2- $ -221D t'.3 Si 1 Z► irk' Cw _ • 8 22-90 0 r31 -- SL 7 2 Boring Bo ri ng # pit Ground surface alev. , ii - - R. Depth to &nR"V factor in. Sol A ft. Horizon Depth. Daninard Color Redox Description T Structure Consistence Boundary Roots GPDAY in. Musnsell Qu. Sz. Cant Color Gr. Sz. Sh. `E1101 '01102 C-S Ip 5L rrnb r c w 5 -9 I ` EAltient #1= BOD j> 30 < 220 mg& and M >30 < 150 mgt'L ` Effluent #2 = BOD < 30 mg1L and TSS = 30 nrgt'L lure CST Name (please print' CST Number 25 3 3C9 1q� h er Address Date Evaluation Conducted - Telephone Ntmnber 2113 g��5 .�merSe� W 5�v2 S - lS — _ � t5 7(00-0219M^. Property Owner � 0 parcel ID # page 2 of—� Boring # [� Ground surface elev. /LU- Zo ft Depthg R GPO1 % M ate Hodmn Depth Dominant Color RWW Description SWCdre Corrsi�er►ce 8ourdary Roots in. Murnsei Ou. Sz. Cont. Color Gr. Sz Sh. S e cs 1 4 I ©--Z l cV — _ 3 a Bms # ®pit qround ft. Depth to imling factor in. Soo Rye Horizon De Don*w Color R � re TTack" Struchre Consistence � te Bcdarp Roots GPDIf rt in. Mu nsef Ou. Sz. Cont. Color Gr. Sz Sh. ) 'E1T#1 'Etr#2 l o- I i . .. ... .. .. Boring O Boring a # P Ground surface elev.1�0 R c Depth to knftg ta tw J G _ lo. Rate H Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDNF in. Mu nsei Ou. Sz. Card. Color Gr. Sz. Sh. - EW1 *011#2 Z lZ- 6 ,� . E&M t #1 = BOD 30 220 mgll. and TSS >30 <_ 150 OWL ' Etlkuacrt #2 _ BM 30 nV and TW S 30 M& The Depardnent 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. SS"30rs.o►MM N ' h. P ONr►er � Pamel lD # _ page of C] Boring I Boring # Pit Ground su Isce elev. ��' 2a 1L Depth to g bCbr tCV!5V Rate Horbw Depth Dormant Redw Description Texdxe Stratums Consistence Roots GPD/W lo, Mu�p Qu. Sz. CanL Color Gr. Sr- Sh. *M1 'EW2 2 l 5 Zm -- I V - 5 2 12_ 3 5 ' F pit ens # ❑ Boring sGround,sutface elev. i d ft. Depth to 61111ng 153c6or sr. Rate Horizon Depth Dominant Color Redox Description Texture Stnxswe Consiskmce Boundary Roots GPDIW In. Mutsell CU. Sz. Cart• Color Gr. Sz Sh. - Er an o. Z Boring Fs # ❑ Boring R Depth to rt,;mng factor in. pit Ground etev. Q O M*EMfWI Rate Homan Depth Domfmant Color Redox Description Texdrre Structure Consistence Boundary Roots in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. #2 C -t Z 16 - -<e )4/--C ,s ' EVAnertt #1 = BOD > 30 220 mgil. and TSS >30 <_ 150 mg1L ' Effluent, #2 = BGD 30 mglL and TSS <_ 30 mgll. The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an altemate format, please contact the department at 608-266 -3151 or TTY 608- 264 -8777. SB"30(R.W/00) PAGE._�_OF_a NAME: Beow r LOT# LEGAL DESCRIPTION:41�_lApWW 1 /4,S�, T,?$N,R,I_E(orQ SCALE: 1 "= yU 1 t3ro(ELEVATION: NO- C) � J t c TI N: a �" BM 1 DESCRIPTION: �� � �_�� BM 2 ELEVATION: yo e c, c BM 2 DESCRIPTION: SYSTEM ELEVATION: �� ' O U SYSTEM TYPE: (bnU �n� - ��na� /AL{ /noo 10 . i o r gMl P IS DATE: SIGNATURE: -- - 3 C POWTS OWNER'S MANUAL & MANAGEMENT PLAN Pace of FILE INFORMATION SYSTEM SPECIFICATIONS Owner Se ptic Tank Ca p ac ity Permit # -- /407 - 5 O gal ❑ NA Septic Tank Manufacturer W �S�R ❑ N A DESIGN PARAMETERS Effluent Filter Manufacturer �� �� C NA Num of Bedrooms 0 NA Efflue Fi Mo - -- — a NA Number of Public Facility Units O NA , -- - -- __ P Tank Capacity g E) t� ! D NA a Estimated flow (average) 11 --�- -- 9) b 30 g al/day Pump Tank Manufacturer Vie. S s? IjZ ❑ NA Design flow (peak), (Estimated x 1.5) Pump Manufacturer © O al!day G O u.� ❑ NA Soli Application Rate _ 2 Pump Model al /da /ft p [) NA Standard Influent /Effluent Quality Monthly average" Pretreatment Unit - Fats, Oil & Grease (FOGi 5 /L 30 m DNA g D Sand!l3raval Filter C3 Peat Filter Biochemical Oxygen Demand ($OD i 5220 mg /L © NA 11 Mechanical Aeration ❑ Wetland Total Suspended Solids (TSSI _ mg /L n Disinfection D Other: Pretreated Effluent Quality Monthl average Dispersal Cell(ar) ❑ NA Biochemical Oxygen Demand ((30D, 530 mg /L D in Ground (g►avityi Q In- Ground (pressurized) Total Suspended Solids (TSS) s30 mg /L Cl NA 0 At - Grade ❑ Mound Fecal Coliform (geometric mean) 510 cful1 00ml Q Drip - Line ID Other: Maximum Effluent Particle Size Y in dia. T ❑ NA Other'- Other: ❑ NA ❑ NA Other: _ L LO A /alues typical for durnestic wastewater and septic tank effluent. Other; A M AINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank( At least once every: month ; years) (Maximum 3 years} 0 INA Pump out contents of tank(s) When combined sludge and scum equals one -third (?i of tank volume 1 O NA Inspect dispersal call(s) At least once every: E3 month (s) ` _ X years) (Maximum 3 years) Q NA Clean effluent filter At least once every: __ ❑ month(s) �• �_ I& year(s) ❑ NA Inspect pump, pump controls & alarm i At least once every: D month(s) - '�` "' o years) O NA Flush laterals and pressure test ! At least once every: C] months) `— Y Other: �" - -- "� – _ _ ❑ year(s) DNA At least once every: Q month(s) ❑ NA Other. �, 4 year(a) ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition, and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other serv ices, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of X12 months, shall be performed by a certified POWTS Maintainer. 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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 rnay 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 isump 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 as not en evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evacuation be performed to locate a suitable replacement area. If no replacement area is available a holding tank may b tells s 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 INS TALLER POWTS MAINTAINER Nam r I A cur S t. �1�_ Name Phone ? 1 s 3 g ^3 / a/ Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name game Phone Phone 7i5 —3 (4 $ This document was drafted in compliance with chapter Comm 83.22(2)tb)0)(d) &(f) and 83.84(1). ill & (3). Wisconsin Administrative Code. i li E t 1 �r, LO 3 C. S . M . LO 1 C.S. M V_O 1 PG . 3 51_9 V 2 P_G. 5 1 1 k. V O n f*1 MI �7 m N +� > N aaqq I I C� v)l D -q Y I z D d m W IZ ---j IZ o v R a �I = 1 to z D � m iml 1 r ' PLAT 1 z — — I z rn .. L OT 8 133'j 33'1 0 D z 6,6' t°n,� 1 1 • (R.A. N 00'13 E 345.25') N 0 N 00 E 345.28' _ — .� •c N� rn OD 1 \ O r > oN I cn o n 4:1 0`� ON Lini 'b o %t 2 w �I I I I PA 1 I N 1 P G. 27 2 .n w r o �^ y ' Q1 ,I — o � o m iv I ._ — w o 0-3 rMAI •5W IUI`U1KCK t't_UI'IbiNU rHA NU. . (10_'d0J1G1 Sep. W C(UZ) liG•JJr Ii re- ST. CROLX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHM CERTIFICATION FORM OwnerBuyer � �. LE Mailing Address C Jar Property Address 1 38 - 7 " h � � -- (Verification required from Planning & Zoning Department for new ooastntction.) f City /State , U��= —� Parcel Identification Number b d - z 5 _ / 14 6 LEGAL DESCRIPTION Property Location s n /. , q� '/4 , Sec. 3C) , T JD N R I j W, Town of . Subdivision L QTN"A � _ , Lot # Certified Survey Map # _ �... , Volturte _...._._� Page # Warranty Deed # , Volume . Page # Spec house yes no Lot lines identifiable yes no SY MAINTENANCE AND Q&iSER CEBIJECATION Improper use and nwtinteaance of your septic system could result in its prrmetum failure to handld wastes. Proper tnaintenancc consists of pumping out the septic tank every three years or sooner, if needed, by a Hcensed 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 arc specified in §Conan. 83.52(1) and in Chapter 12 - St. CYoix County Sanitary Ordinance, I'hc prvperty owner agrm to submit to St. Croix County Planning & 7onung Department a cerdflostion form signed by the owner and by a master plumber Journeyman plumber, restrictod plumber or a lic ensed p umper vvtifying that (1) the on -Rite wastewater disposal system is in proper operating condition and/or (2) after inspocticm and pumping (if nocossary), the septic tank is less than 113 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 Dopamnent of Natural Reamuces, 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. I /we certify that all statements on this forni are true to the bout of my /our knowledge. Uwe amhre the owner(A of the property described above, by virtue of a warranty deed recorded in Register of Doeda Office. Number of bedrooms y SIGNA OF APPLICANT(S) DATE ' "Any information that is misrepresentod may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded wsrnnry deed from the Register of Dee& Office and a copy of the certified survey map if reference is made in the warranty deed. (REv. 08!05 V 2sy 8P 236 894 1 Im2Z:- KATHLEEN H. MALSH REGISTER OF DEEDS TRUSTEE'S DEED ST. CROIX CO., WI DOCUMENT NO. RECEIVED FOR RECORD Joyce R. Brown and The Lake Elmo Bank, as co- 07/21/2005 1125OAK trustees of the The E. Gary Brown and Joyce R. Brown TRUSTEES DEED Testamentary Family Trust for a valuable consideration EXEMPT # conveys without warranty to Glen Johnson Construction, REC FEE 11.00 Inc. A Minnesota cor Grantee the follow TRAYS EE 945.00 i'P g COPY FEE- fifi described real estate in St. Croix County, State of Wisconsin: CC FEE: an undivided one -half (1/2) interest in PAGES: 1 The NE 1/4 of NW 1/4 of Section 30- 30 -19., except CSM file June 14, 2005 in Vol. 19, Pg 4996 as Doctment Nwber 797611 The SE 1/4 of NW 1/4 of Section 30- 30 -19, EXCEPT the RETURN TO: lands described in a Warranty Deed in Vol. 502, page 636, LAND TITLE, INC. G Doc. No. 318424, AND EXCEPT the lands described in SUITE 200 C� Certified Survey Map in Vol. 1 of CSMs, page 272, Doc. No. 1900 SUMER i:AKE ROAD 334044, Vol. 3 of CSMs, Page 632, Doc. No. 350084 and NEW BRIGHTON, MN 65112 Vol. 7 of CSMs, Page 2052, Doc. No. 443725. Tax ID# o a0U; 3 - 9 - '6- 030- 1086 -40 and Part of the SW 1/4 of NW 1/4 of Section 30 -30 -19 described 030 - 1087 -50. as follows: Beginning at the NW corner of Parcel 1 of Certified Survey Map filed in Vol. 1 of CSMs, page 272, Doc. No. 334044; thence North to the North line of said SW 1/4 of NW 1/4; thence Easterly along said North line to the East line of the SW 1/4 of NW 1/4; thence Southerly along said East line to the North line of Parcel 1; thence Westerly along the North line of Parcel 1 to the point of beginning. Together with a non - exclusive easement 66 feet wide for roadway and utilities, running from the South line to the North line of said SW 1/4 of NW 1/4 of Section 30- 30 -19, which easement lies immediately West of and abutting Lots 1 and 2 of the Certified Survey Map in Vol. 3 of CSMs, page 632, Doc. No. 350084, and is centered on the West lines of Parcels 1 and 2 of the Certified Survey Map in Vol. 1 of CSMs, page 272, Doc. No. 334044, and the centerline of which easement is also generally recorded as being 821 feet Easterly of the West line of said SW 1/4 of NW 1/4. Dated this 30 day of June , 2005. Q oy , ce C &zo�� (SEAL) SEAL) JWycWR. Brown, co- trustee The Lake Elmo Bank, co- trustee By: Robert Qvale, Vice President ACKNOWLEDGMENT . ACKNOWLEDGMENT STATE OF W 31ffONS'IN ) STATE OF WISCONSIN ) yd+ ) SS SS COUNTY OFX ) COUNTY OF ST. CROIX ) Personally came before me this d day of .JUne 2005, Personally came before me this 30 day of JUne , the above named Joyce R. Brown, as co- trustee, to me k own to be t 2005, the above named The Lake Elmo Bank, by Robert Qvale, Vice person who executed the foregoing instrument and acknowledged he President, as co- trustee, to me known to be the person who executed the foregoing instrument and acknowledged the same. s LARRY MOUNTAIN./ Notary Public, State of Wiscons ofary lo-Minna My Commission (expires): Conaniadon Expiry Jan 31, Public, State it Wisconsin. ommission (expires): THIS INSTRUMENT DRAFTED BY: D. Peter Seguin MUDGE, PORTER, LUNDEEN & SEGUIN, S.C. 110 Second Street, Post Office Box 469 =Pub1L—MIZneso Hudson, Wisconsin 54016 SEPTIC TANK & FUMP CHA115ER CRG'.SS SECTION AND SPECTFICATIGti 4'" CI VENT PIPE 12" MIN. ABOVE GRADE 6 WEATHERPROOF ? 25' FROM DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE -- WITH CONDUIT MANHOLE COVER W1 PADLOCK & FINISHED GRADE WARNING LABEL, 4 " G I R IS ER �..,�,�. -. 4 " MIN. 7-- IN. Y 6" MAX. ZI NLET 4 WATER TIGHT SEALS GAS- ; ' 7— TIGHT s. `/APPROVED A SEAL ' '� JOINTS WITH PROVED --*- B ALM APPROVED PIPE rP PE 3' " ON 3 ONTO �NTa SOLID � � � SOLID SOIL _._ RISER EXIT SOIL PUMP OFF ELEV . T'T . -� OFF' D PERMITTED ONLY IF TANK MANUFACTURER HAS APPROVAL 3" APPROVED BEADING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE N TANK MANUFACTURER: ���i�,SF•R NUMBER DOSES PER DAY: TAN SIZES SEPTIC I°QS GAL. 'DOSE VOLU INCLUDING 159 GAL. D05E GAL. .LOWBACK: ALARM MANUFACTURER: jJR, ^rte CAPACITIES: A = _ INCHES = ( 4 b. - L. GAL, MODEL NUMBER: l_V 8 = 2 INCHES = q GAL SWITCH TYPE: m . c0.� PUMP MANUFACTURER: Ggy-\ C = INCHES = I�`� GAL. MODEL NUMBER: P a SWITCH TYPE: Mo-ILC D = INCHES = _ GAL. REQUIRED DISCHARGE RATE 35 GPM PUMP & ALARM WIRING AS PER ILHR 16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE ��-• FEET + MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . . . . . 2.5 FEET + ��_ FEET FORCEMAIN X O FTf la0 FT, FRICTION FACTOR , S� FEET TATAL DYNAMIC HEAD = FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH ..,- ; WIDTH � ; DIAMETER LIQUID IG _ � .�--- _. LICENSE NUMBER: l7 DATE 1/88 [QGOULDS PUMPS Submersible Effluent Pump EPO4 a 3871 EP05 i•r�r - - Ir �r...riw i +qlr ■rgrrwry��� ��r•rrrrr� r sr.... APPLICATIONS • FuAy submerged In high Ili EP05 impeller: Thermoplas- r Bearings: Upper and lower Specifically designed far the g turbine Qii for ' tic en&sod design for heavy duty ball bearing following uses: lubrication and efficient lmproVed performance. construction. heat transfer, 5 Cads and Base: � • Effluent systems Rugged • Homes Available for auggtm#ti� and _ design provides AGENCY LISTING • Farms manual s ,e and corrosion tanedf strr�rds operal�n, Awl- • Heavy duty sump matic models ittd�ttlo t nom' • Water transfer Mechanical Flog lith 14llotpr Housing: Cast iron (CSA listed modes numbers end • Dewatering assembled and f+ At t h e fir et�cilnt heat transfer, in "F" w ac".) factory, stsettir too durabiiitty. SP ECIFICATIONS M Ililj f Cover. Thermoplastic romps is W coot ftqi0*W- • Solids handlin cap a bi l i t y: l' FEATURES t2�t tniidt integral handle and '� �' h+ &0 $whit attachment points. 'h" maximum. • EPO4 Impeller Thermoplas- lip 110mor Cable: Severe duty • Capacities: up to 60 GPM. tic Semi open design wkh o0 and water resistant. • Total heads: up to 31 feet. pump out vanes for mechanical • Discharge size: 1 NPT, seal protection. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA -N elastomers. • Temperature: 104•F {40`C) continuous M£rEpS FEET 140°F 60 intermittent • fasteners: 300 series 10 l stainless steel. 9 30`'""^� • Capable of running dry without damage to e i t 2.5 FT components. 25 ' _.... _. I Q ; Motor • EPO4 Singgle phase 0.4 HP, € 20-- ...- 115 or 230 V, 60 Hz, 1550 ! RPM, bush in overload with __._......._.. _._ ..._.. automatic reset • EP05 Single phase: 0.5 HP, c -� 115 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • Power cord: 10 standard length 1 I SroOundiniththr oL o prang g roundi ng p 20 0 10 20 30 f 50 G PM foot length, 1613 SJTW with _ three prong grounding plug p 2 4 6 a — [ - 40 t z rnrin (standard on EPOS).' tr►patiry s Goul P ps 02000 Goulds Pumps � ITT Industries Effective February, 2000 43871 TV it ck4 S FA WARD CHA MBER QuIckoil Standard Chamber {EFFECTIVE LENGTH) fi ll� r— 34 SIDE VIEW SECTION A" MultlPort End Cap T I I f '�1� -df i, 12* 16' r r , (: SIDE VIEW TOP VIEW FRONT VIEW ttt Owl ov: Ind CaD Quick S tandard Chamber,'Nom I 4 "ns'. M POR, S SP lil U ulti Size (WxLxH) 34"x 52' 19. size WECax Wx IF x 12' — Effective Length 48 I nvert Hei ht For 1.25" Invert Height 8 LNF j&TRMQFl SYSTEOL IRC • STANDAFM LjULTAp W TY cr jva ant, mi,ki, "III, I" mr, vem dRI(I MAI "Illmleo-, (. thatoft)W. sy—ol, 00" ajp ,,, W,c-aL,* lfhoo, the ,tiwn 1 5� ,p , " (It MC j � (,i�j �,ayor,bk CA10W.WX oi ins Tn at r fin III WA!TMl"$ rlqIlf H 0091 Ii fKA* War@'Or . b otiV,;Iatif A1111 $UPPfTf le0lobOWNIol ),,AF td I INJ. r j g J,,,,.jnq,,j by lllfljjfaim ii to (xiVAW If; tha!'0111M War M11). liet'V"J F.Ct 'Jai InO WSJ foit 'pnl" foi i 6191wtR r (A ttlff J'lts t jt,,T� Al( 9CWD'ES N %Uj*lARAGR4" ) ARE M , 00000i"Atjr�, INC U S of M . HANTARUTY )P f;ll J A � '14-1 IWIAR 1t 11010-St �E WITH R SYSTEM S 14 IG No NEIL ISO wAMAwr Efr" ra,,oy fxw ft Solutiont l x t EnVkMnSl*l NO* ,�:® it, srool be Yi 11 arty 0 O 11 "' cl n 'It I " I lk—1 In I � el I vr Or ifI*Kl c ., mwnwi nuoroot.1 tf !tw- RO. 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CROIX COUNTY, WISCONSIN 11 structure; brown (7.5YR 4/4) heavy as representative of the series, but its subsoil is thicker sandy loam (132t) ; moderate medium and and the surface layer contains more sand. fine subangular blocky structure; friable; Included with this soil in mapping are a few small common roots; about 15 percent coarse areas of Amery loams and silt loams and Cromwell fragments by volume; neutral; clear wavy soils. Also included are a few areas where layers of boundary. silty sediment are in the till, a few small areas where II1322t -15 to 24 inches; reddish brown (5YR 4/4) the soil is severely eroded and has a cobbly and gravelly heavy sandy loam; moderate medium sub- surface layer, and a few areas where slopes are less angular blocky structure; friable; few than 6 percent or more than 12 percent. roots; about 15 percent coarse fragments Runoff is medium, and the hazard of erosion is mod- by volume; medium acid; clear wavy erate. Erosion has caused deterioration of the tilth and boundary. has reduced the content of organic matter of the sur- II133 -24 to 31 inches; reddish brown (5YR 4/4) face layer in most places. This soil is subject to blowing. sandy loam; weak coarse subangular This soil is suited to oats, alfalfa, and a limited blocky structure; friable; few roots; amount of corn. Controlling erosion and soil blowing about 15 percent coarse fragments by and maintaining tilth and organic matter content are volume; few strong brown (7.5YR 5/8) important factors of good management. Capability 4; sand coatings on faces of peds; slightly unit IIIe -7; woodland group 2o1. acid; clear wavy boundary. A1D2 — Amery sandy loam, 12 to 25 percent elopes, IIC -31 to 60 inches; yellowish red (5YR 4/6) eroded. This soil is on pitted drift and end moraines. sandy loam; massive; about 15 percent Most areas are irregular in shape and range from 5 to coarse fragments by volume; friable; few 100 acres in size. roots; slightly acid. This soil has a profile similar to the one described as solum ranges from 30 to 40 inches in thickness. representative of the series, but its surface layer is The Ap horizon is dark grayish brown or dark brown sandy loam rather than loam. sjoy loam or loam 5 to 10 inches thick. In uncultivated Included with this soil in mapping are a few areas arses the A horizon is very dark brown or very dark of Amery loams and silt loams and a few areas of gr fish brown and 2 to 4 inches thick. Cromwell and Emmert soils. Also included are a few lie B horizon is sandy loam or sandy clay loam. The areas where layers of silty sediment are in the till, a C grizon is mainly sandy loam, but it ranges to loamy few small areas where the soil is severely eroded and d in places. The B and C horizons are 5 to 15: per- has a cobbly and gravelly surface layer, and a few E CO coarse fragments. These soils are medium acid to small areas where slopes are less than 12 percent or n"l� ral in the B horizon and medium acid or slightly more than 25 percent. ac, in the C horizon. Runoff is rapid, and the hazard of erosion is severe. Aiery soils are near Cromwell and Santiago soils In most areas erosion has caused the tilth to deteriorate aewett, sandy substratum. They lack the moderately and has reduced the content of organic matter in the t ` "¢k silt mantle and the loam B horizon typical of surface layer. This soil is subject to blowing. _ sago soils and Jewett, sandy substratum, soils. This soil is suited to hay, pasture, and woodland. It A Amery soils lack the sandy C horizon typical of is frequently used for pasture. Controlling erosion and Elnwell soils and Jewett, sandy substratum, soils. maintaining tilth and organic matter content are im- T.," contain more clay and less sand than Cromwell portant factors of good management. Capability unit VIe-4; woodland group 2r1. B — Amery sandy loam, 2 to 6 percent slopes. This AmB — Amery loam, 2 to 6 percent elopes. This soil 9 1 , is on ridges of ground moraines or on knolls and is on ridges of ground moraines. Most areas are oblong f slopes of pitted glacial drift. Most areas are irregu- or irregular in shape and range from 10 to 40 acres 1 fi shape and range from 5 to 40 acres in size. in size. kr °s soil has a profile similar to the one described as In most areas this soil contains more silt than the esentative of the series, but the subsoil is thicker one described as representative of the series, but other - he surface layer is sandy loam rather than loam. wise the two profiles are similar. eluded with this soil in mapping are a few areas Included with this soil in mapping are a few small p, silty soils and a few areas of Amery loams and areas where the surface layer is sandy loam. Also in- Also included are a few small areas where eluded are a few small areas where the soil is under - s' are less than 2 percent or more than 6 percent. lain by sand and gravel and a few small areas where off is slow, and the hazard of erosion is slight. slopes are slightly more than 6 percent. soil is subject to soil blowing. Runoff is slow, and the hazard of erosion is slight. st areas of this soil are cultivated. The soil is mod- This soil is well suited to corn, oats, and alfalfa. It is well suited to corn, oats, alfalfa, and most crops frequently used for corn. Controlling erosion, especially only grown in the county. Controlling erosion and on relatively long slopes, is an important factor of good ;lowing are important factors of good manage- management. Capability unit IIe-1; woodland group Capability unit IIIe -4; woodland group 2o1. 2o1. 2- -Amery sandy loam, 6 to 12 percent elopes, AmC2 —Amery loam, 6 to 12 percent slopes, eroded. This soil is on end moraines and pitted glacial This soil is on end moraines and ridges of ground Most areas are irregular in shape and range from moraines. Most areas are oblong to round and range acres in size. from 5 to 60 acres in size. This soil has the profile de- s soil has a profile similar to the one described scribed as representative of the series. ST. CROIX COUNTY, WISCONSIN 53 common roots; about 15 percent coarse Runoff is medium, and the hazard of erosion is mod- fragments by volume; strongly acid; erate. In most areas erosion has caused tilth to deteri- clear irregular boundary. orate and has reduced the content of organic matter IIB22t -24 to 30 inches; reddish brown (5YR 4/4) in the surface layer. heavy loam; moderate medium subang- This soil is suited to oats, alfalfa, and a limited ular blocky structure; friable; thin patchy amount of corn. Controlling erosion and maintaining clay films; some uncoated silt and very tilth and organic matter content are important factors fine sand grains on faces of peds; com- of good management. Capability unit IIIe -1; woodland mon roots; about 15 percent coarse frag- group 1o1. ments by volume; strongly acid; clear ScU— Santiago - Antigo complex, 6 to 12 percent wavy boundary. slopes, eroded. The soils in this complex are on mo- II133 -30 to 34 inches; yellowish red (5YR, 4/6) raines and pitted glacial drift. Most areas are irregular heavy sandy loam; weak medium sub- in shape and range from 10 to 120 acres in size. These angular blocky structure; friable; few soils formed mainly in silty sediment and in the under - roots; about 10 percent coarse fragments lying sandy loam till or sand and gravel outwash. by volume; strongly acid; clear wavy This complex is about 50 percent Santiago silt loam, boundary. 25 percent Antigo silt loam, and 25 percent other soils, IIC-34 to 60 inches; yellowish red (5YR 4/6) mainly Onamia soils and loamy till soils underlain by sandy loam; massive bre aking to weak sand and gravel. Positions of these soils on the land - , thick plates; friable; few roots; about 10 scape vary, but generally the Santiago soil is on mod- perce coarse fragments by volume; erately broad ridges and on slightly concave foot slopes. strongly acid. The Antigo soil is in drainageways, but is also corn- The solum ranges from 20 to 40 inches in thickness. monly on eroded, convex parts of knolls and ridges. the silty mantle is 15 to 25 inches thick. The Ap The Santiago and Antigo soils in this complex have Zorizon is very dark grayish brown or dark grayish profiles similar to the ones described as representative brown. of their respective series, but they are more eroded The Bt horizon is heavy sandy loam or heavy loam. and contain slightly more sand. Also, in many places, the C horizon is sandy loam or light loam. In most the Antigo soil has a subsoil that formed partly in places the C horizon is 0 to 15 percent coarse frag- reddish sandy loam till, and in places the soils in this rents. The B horizon is strongly acid, and the C hori- complex have a dark surface layer 6 to 10 inches thick. .on is medium acid to strongly acid. Included with these soils in mapping are many soils Santiago soils are near Freeon and Magnor soils. in drainageways that have a dark surface layer 10 to they are better drained than the moderately well 30 inches thick and small areas of sandy and gravelly trained Freeon soils and the somewhat poorly drained soils on the crests of knolls. Also included are many Magnor soils. small areas of wet soils and ponds and some small areas Sall— Santiago silt loam, 2 to 6 percent slopes. This where slopes are more than 12 percent. soil is on ridges of ground moraines. Most areas are Runoff is medium, and the hazard of erosion is mod - )blong or irregular in shape and range from 10 to 120 erate. In most places erosion has caused tilth to dete- cres in size. This soil has the profile described as riorate and has reduced the content of organic matter representative of the series. in the surface layer. Included with this soil in mapping are areas of Most areas of this complex are cultivated. These soils Amery and Arland soils on knolls and small areas of are well suited to oats, alfalfa, and grasses, and are Freeon and Magnor soils in drainageways. Also included suited to a limited amount of corn. Short steep slopes are a few small areas of Freeon, heavy substratum, in this complex are well suited to red and white pines. soils along the lower foot slopes of ridges. Controlling erosion and maintaining tilth and organic Runoff is slow, and the hazard of erosion is slight. matter content are important factors of good manage - 'This soil is well suited to corn, oats, and alfalfa. It is ment. Capability unit IIIe -1; woodland group 1o1. frequently used for corn. Controlling erosion, especially ScD2— Santiago - Antigo complex, 12 to 25 percent in relatively long slopes, is an important factor of good slopes, eroded. The soils in this complex are on end management. Capability unit IIe-1; woodland group moraines and pitted glacial drift. Most areas are irreg- 101. ular in shape and range from 10 to 100 acres in size. SaC2— Santiago silt loam, 6 to 12 percent slopes, These soils formed mainly in silty sediment and in the 'coded. This soil is on ridges of ground moraines. Most underlying sandy loam till or sand and gravel outwash. ireas are oblong or irregular in shape and range from This complex is about 40 percent Santiago silt loam, , to 80 acres in size. 25 percent Antigo silt loam, and 35 percent other soils, This soil has a profile similar to the one described as mainly Onamia soils and loamy till soils underlain by !epresentative of the series, but the surface layer is sand and gravel. Positions of these soils on the land - slightly lighter colored and the subsoil is thinner. scape vary, but the Santiago soil commonly is on Included with this soil in mapping are a few small moderately broad ridges and concave foot slopes. The areas of Freeon and Magnor soils in drainageways and Antigo and Onamia soils commonly are on knolls, very I -'few small areas of Amery soils on knolls. Also in- narrow ridges, and convex parts where the soil is luded are a few small areas of Freeon, clayey substra- more eroded. They are also in some drainageways. :um, soils along the foot slopes of ridges and a few The Santiago and Antigo soils in this complex have mall areas where slopes are slightly less than 6 percent profiles similar to the ones described as representative >r more than 12 percent. of their respective series, but they are more eroded I III IIIiIllllllll I „I j SOIL ST loam underlain by fractured limestone bedrock. The II j 'i ' silty B horizon is strongly acid to very strongly acid, �l line the C horizon is strongly acid to moderately alka- I If ; I Rockton soils are near Jewett Pillot, and Ritchey soils. They have a darker and thicker A horizon and i are deeper to li The mestone bedroc �� Y have a thic k th an Ritchey soils. { !i ker A — l till deposits than Jewett so horizon and formed in thinner I dolomitic limestone ils. They are underlain by G und by sand and hereas P soils typically are I gravel de P Rockton silt loam posits. I ,II ;� I I soil is on ridges and dr loam 2 t 6 percent slopes. This I , 'I � l' Most areas are oblong or elongated l imestone nd range from 10 S �, to 30 acres in size. This soil has the rofile described n� III ii, as representative of the series. p si : Included with this soil in ma Ill'II areas of Ritchey mapping are a few small g few small slight] ���I Il� htl d Whalan soils. Also include are a ' I �i;; i'iij ways where g Y concave areas, maim in g in "'' i l: 40 ins depth to limestone Y d rainage- p , �, I I I , �li�ld� inches, and a few bedrock is more than Runoff is slow and the hazard erosion is slight. fa, 7 ll! ; ������I�I Most areas of this soil are used for crops. The soil is su moderately well suited to corn, oats, and alfalfa Con- Con- I trolling erosion and maintaining soil tilth and or fri i I III, I matter content are important factors it g fri Capability unit group IIe-2• not assigned to a woodland a fri group. , nd str l� I I l ii !,14 RPC2— Rockton silt loam, 6 to 12 r ea I'il IIIi Ili l' eroded. This soil is on ridges val leys, percent slopes, 1 , of limestone Uplands. and foot slopes is ; �' irregular in shape and r Most f from 5 to 20 acreansi size. III I II � �'I This soil has a profile similar to the o ma I� I I ti I; presentative of the series, but ur described i s re ing �i' I VII �ll thinner and lighter colored. the surface layer is MO( Included with this soil in ma pa areas of severely pping are a few small knolls and a few mall area saw R subsoil is n and R soils on R the b mai a the lower 60 my loamy residuum sandstone and i weathered 60 y s underlain by limestone bedrock. Also T 3 it I, i included are a few areas where slopes are less than 6 percent or more than 12 percent. l;'. �'''I „' Runoff is medium, and the hazard of erosio is mod- Ilj erate. In most areas erosion has caused tilth to deteri- ' I ; �, I I �I orate and has reduced the i in the surface layer. content of organic matter Most areas o suited to oats, alfalfa, and a limited a s amount e soil is ' I I II The main concerns of management are controlling corn. �� erosion and mainta' o. if , Capa t jl bility unit IIIe -2. of ' soil tilth and structure. rolling not assigned to a woodland �I R pD 2 - - Rockton silt loam, group. eroded. This soil is on lower 12 to 24 valleys and foot slo lopes, limestone escarpments. M ost irregular in shape and range from gated or eas are acr pen of es ill This soil has a profile similar to the one desc ibed as I I representative of the series, but the sur B subsoil are thinner. face layer and I �! I Included with this soil in ma II areas consisting maim pping are a few small I severel Y of Ritchey soils that are Y eroded and a few small areas where the sub- soil is loamy residuum weathered from sandstone and is underlain by limestone bedrock. Also included are a few small areas where slopes are less than 12 III or more than 20 percent. percent I 10 SOIL SURVEY TABLE 1 •Approximate acreage and 9' proportionate extent of the soils — Continued Soil Acres Percent Soil Acres Percent Ritchey silt loam, 12 to 20 percent slopes, eroded _______ _______ _ _ __ Sattre loam, 2 to 6 Ritchey soils Rock out - --- 1450 .3 Sattre loam, 6 to 12 percent slopes, eroded -- 7,350 1.6 crop, 20 to 3b Sattre silt loam, 0 to 2 percent slopes ______ 7,000 .7 Rockton silt loam, 6 to 12 Percent slopes ------------------- - -- - -- 6,650 1.4 wa Rockton silt loam, 2 to 6 percent slopes __ -_ S Sattre silt loam, 2 to 6 percent slopes - -_ -__ 16,800 1.5 ' percent slopes, 990 .2 eelyeville muck -- -- -- -- ------ ----- - - - - -- 2,600 3.6 eroded _ ______ __ ____ _ Skyberg silt loam, 0 to 3 percent slopes ____ 16 200 6 Rockton si lt loam, 12 to 20 percent slopes, 500 .1 Udifluvents 3.4 eroded ___ __ Vlasaty silt loam, 2 to 6 percent slopes ___- 18,500 ' Santiago silt loam, 2 to 6 percent slopes ___- 34,gpp 1 Vlasaty silt loam, 6 to 12 percent slopes, 4.0 Santiago silt loam, 6 to 12 percent slopes, 7 5 eroded _ ____________ ______ eroded ________________ _ _ __ __ __ Whalan silt loam, 2 to 6 - p- -- ---- 3,250 q Santiago- complex, 6 to 12 percent 13,300 2.8 Whalan silt loam, 6 to 12 percent slopes, 2.950 '6 slopes, eroded ------------------ - - - - -- eroded --- - - - - -6 Santiago- Antigo complex, 12 to 2b percent 4'850 1.0 --- ----------- ------- 3,100 7 Whalan silt loam, 12 to 25 percent slopes, slopes, eroded ---------- -------- - - - - -- eroded -- _- __- _________ Saprists and Aquents ______ 1,250 3 Water -- --- ----- - - - - -- 11300 g Sattre loam 0 to 2 -' -- - - - - -- 1,960 ,¢ - 5,730 percent slopes ' 2,050 4 Total ----------------------- - - - - -- 469,760 100.0 do 1 Less than 0.05 percent. friable; about 10 percent coarse frag- habitat. If adequately drained, a few areas are suited ments by volume; slightly acid; clear to row crops. Capability unit IVw-3; woodland group wavy boundary. 5w1. IIC-38 to 60 inches; yellowish red (5YR 4/8) heavy sandy loam • many large faint I strong brown (7.5YR 5/8) and promi- A Series nent grayish brown (lOYR 5/2) mottles; The Amery series consists of and boulers by- and areas of pitted drift y gently sloping to steep, ume; neutral. �i massive; friable; common ! percent cobblestones p ebb l es ; ground moraines, end moraines . These are loam soil s under-' The solum ranges from 30 to 50 inches in thickness . white pine, red oak, white birch, and aspen. lain by sandy loam till. Native vegetation was mainly I Depth to sandy loam till ranges from 18 to 34 inches' a representative profile the surface is dark layer The A horizon is black, very dark brown, or very dark gray and 10 to 20 inches thick. Y brown loam about 9 inches thick, The subs I� !! c l The C horizon is sandy loam or gravelly sandy loam. and reddish brown, friable sand o* it is layer is about 3 inches , brown loam. The subsoil is brown L The lower part of the B horizon and the C horizon zon are thick. The substratum, to a depth of 60 inches is 5 to 15 percent coarse fra t loam about s, inches . lowish red, friable sandy loam. YeI- These Adolph soils have slightly more clay in the B Avai lable horizon and upper part of the C horizon than the de- erate. Natural fertiltycranges P are mod- i fined range of the series, but this difference does not The organic matter content of the sur face layer is alter their usefulness or behavior. medium to low. Adolph soils are near Freeon, Ma S moderate. ! soils. All these soils have a silt loam mantle nderlain steep The steeper soils are i Most areas of these soils are moderately steep or n by sandy loam till. Adolph soils are more poorly drained woodland. The gent slo hayland, pasture, or ;! ! than Freeon, Magnor, and Santiago soils. g Y ping and sloping soils are used AdA Adolph silt loam, 0 to 3 percent slopes. This for corn, oats, and alfalfa. soil is in drainageways and depressions. Most areas are cent slopes, eroded, in a cultivated area 30 yards east i elongated cres in size ngated and range from 4 to 40 . Representative profile of Amery loam, 6 to 12 per - ! Included with this soil in ma and 770 areas of Fluvaquents, wet, and Sap jr a a few nts T ' 3 AN• yards north of southwest corner of sec. 21, Also included are some small areas of soils where lay- high sand content; mode ' R. 15 in c I ers of heavy loam till or sandy outwash are in the p-0 to 9 inches; dark brown (rate medium loam, rate medium sub - substratum. angular blocky structure parting to mod - This soil has a perched water table at or near the erate fine and medium anular; friable; soil surface throughout most the year. Runoff is very many roots; neutral; abrupt smooth slow. This soil is ponded or flooded during wet seasons. boundary. Shallow surface ditches, water diversions, and the `�2 -9 to 12 inches; brown (10YR 5/3) loam, drains help drain areas where a good natural outlet high sand content; weak medium platy exists. Frosts are common on this soil late in spring structure; friable; common roots; neu- and early in fall. tral ; clear wavy boundary. This soil is suited to wetland pasture and wildlife A &B -12 to 15 inches; brown (10YR 5/3) heavy sandy loam (A2) ; weak medium platy AMMS Viewer Page 1 of 1 ast as PmD2 LOT' 2D92 size 2006 SM 191499 1 6 W 114 -N 4 NE W 114 „a 3 knC2 312 9 20 se` 200 2007 21797 unC2 SaB 3004 C SM VOL 2 PG 511 8 13 30 AnD2 LOT1 a zoo S T J 0 E P H st 14 30 SaC2 12 T7t $t uao I � tih' 9 n 3002 EmE ao a . w SITA UL d4l A °C 4 4 °' ,a ycw ti 1 g 3 c 10 814E p �V•y . 814J ^ NW 114 a8 SE 114 -N 14 i http: //72.21. 230.178/ website /LRPortal /ARCIMS/MapFrame.asp ?PIN= 4/27/2006 i Parcel #: 030 - 2145 -14 -000 04/27/2006 02:55 PM PAGE 1 OF 1 Alf. Parcel #: 30.30.19.3005 030 - TOWN OF SAINT JOSEPH Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 12/06/2005 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - GLEN JOHNSON CONSTRUCTION INC GLEN JOHNSON CONSTRUCTION INC PO BOX 809 HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description " 321 138TH AVE SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 3.610 Plat: 10 /091 -BROWN WOOD ESTATES LOTS 1 -14 030/05 SEC 30 T30N R19W PT NE NW BROWN WOOD Block/Condo Bldg: LOT 014 ESTATES LOT 14 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 30- 30N -19W NE NW Notes: Parcel History: Date Doc # Vol /Page Type 12/06/2005 813691 10/091 PLAT 2006 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations' Last Changed: 04 /26/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.610 70,500 0 70,500 NO Totals for 2006: General Property 3.610 70,500 0 70,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 R � �� I � ... .... i V • ' �./ 1 � �" J o � � �� ,��