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HomeMy WebLinkAbout022-1098-60-110 (2) C 7 - C D . � k � $ ƒ ƒ e [ + , 2 ; k O po / M g § E R § \ y� oo® %p $ o _ PO ° C ° e ° E E f � :e \ / o g # § { o _ % o � CD /I± ¢ 0 3 \ . ;� � ® �� § § f i o r (A $ § e m . CA o c -n \ 3 3 0 \- � � / A § co C, § 2� / � § : \� /� 0 \ I F S § § o � { ƒ CL ' �- _ m _ \ � / / \ k / § CD C � 2 § o k k � % M ƒ ] O n 3 ! � T). \k+ƒ 0 j 7 } { C" $ q�2 a J& . § � L0 CD o i / § _\ �§ k� 4 WiscCnsin 0epartrrlent of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety ardBuilding`Division Sanit Permit No: INSPECTION REPORT ry 399622 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holders Name: City Village X Township Parcel Tax No: Pers Joseph Kinnickinnic Township 022 - 1098 -60 -110 CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION 9LEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. W Benchmark lD r Septic _ nchm lrtJ� /UVU Z 312 l0 3 z3 Dosing Alt Rpn gas r, !- Aeration -- Bldg. Sewer Holding Ht Inlet Ht Outlet TANK SETBACK INFORMATION 3. d 7i 9R• Y/ TANK TO P/L WELL BLDG. Vent to Air Intake ROAD t Inlet t a 97. z 3 eAS- Septic r V Z r + / t ottom ( co 3 • y � / Dosing > l y1 v5 Header /Man. Z• q-(— Aeration `/ / Dist. Pipe-­Tor Z �y 2•! ��/ D� 6 Holding Tot. S s • f 7 77 ' I oe! 6 /. 3 b d- Final Grade PUMP /SIPHON INFORMATION Alr�u, cgvea� yerr rfi,�¢n, /. / 03 , Manufacturer �K- De St o and ver '6(' Io 3. 17 Model Number t TDH Lift Friction Loss System Hea TDH �Ft job I 3. I� 2• _j Forcemain Length / Dia. J Dist. to W it Co_ �w SOIL ABSORPTION SYSTEM BEDITRENCH Width J Length ro. Of Trenches, PIT DIME NS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 1 v�/1��,(�� SETBACK SYSTEM TO P/L LDG IWELL LAKE/STREAM LEACHI Manufacturer. INFORMATION Type Of System: J C ER OR �r > � b h ' ' UNIT Model Number. DISTRIBUTION SYSTEM , U Header /Manifold Distribution d j x Hole Size x Hole Sp Vent to Air take Pip �J Pipe(s) - 2� 3 , 'Jt�l 4 / !. / Length Dia Length Dia r Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Over r Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed rench Center + ' n , l Bedrrrench Edges Topsoil ❑ Yes ❑ No G ❑ Yes ® No jaj COMMENTS: (Inclu code discrepencies, persons present, etc.) Inspection #1: // y Inspection #2: D / / d 4 4 T2 N R18W N o 23 M Location: Parcel No: 34.28.18.531B30 1272 County M River Falls, WI 54022 (SW 1/ NE 1/ 34 8 ) 0'r;, 1.) Alt BM Description = `� / 2.) Bldg sewer length -amount of cover =� 2, f 3.) Contour= I no'J®' Plan revision Required? [*Yes XA ✓ 0 / Use other side for additional information. SBD ti710 (R.3197) Date Insepctor's Sign ture Cert. No. oao7z- , AA Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 S4 • C r \ *Iscons�n Madison, WI 53707 - 7162 Site Address Dep artment of Commerce I 1_7 'Z_ G"t Yy� Sanitary Permit Applic , Sanitary Permit Numbdr In accord with Comm 83.21, Wis. Adm. Code, personal ' o you p vro �. "5 1 J Z Z— may be used for sew Privac 1 m .'' ,,,� ❑Check if Revision I. Application Information - Please Print All Informatio ECE��IE State Plan I.D. Numbers (A0 Property Owner's Name ZLKO C46% Parcel Number // 10 N os e �t:r51C o NOV 2001 0 P. — 1 Q q Property Owner's Mailing Address bou Kty Property Location ( 2Oi'1tNO OFFI S W E ',A S31 T � 9 N, R 1 41 City, State Zip Code Rh M'.. ',/ Lot Number Block Number 4 1 5402 Subdivision Name CSM Number Ga a 3 1 Type of Building (check all that apply) ❑City �, x� I or 2 Family Dwelling - Number of Bedrooms ❑Village ❑ Public /Commercial - Describe Use ®Township ❑ State Owned Nearest Road C a R. A M III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. 1 X New Replacement System 3 11 Replacement of 6 El Addition to For County use System Tank Only Existing S stem B • ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) 80S41 44 ❑ Non - Pressurized In- Ground 24 Mound ll/' 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other D = 8 , l ►1G V. Dis ersaUTreatment Area Information: (' ;* 1 W , Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals. /Days /Sq.Ft.) (Min./Inch) Elevation 4 5 0 -4.S 0 4 . a Jp �/�1� ► 0 � . �5 10 3 . '3 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks tic 1 000 - D TI I W t,eser pq A I M ,o-• 6 e l Dosing Charnber T 50 '1 $ �— VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number (, ay l r 9 e- &S �e �� � � B 55 4 . 7 Plumber's Address (Street, City, State, Zip Code) 10 4 S, c,ii _ s/ tv ti �u A . Co un /De artment Use Onl Sanitary Permit Fee (includes Groundwater ate Issued Agent Signature (No Stamps) Approved ❑ Disapproved ld G dt D I d I P ) - Surcharge Fee) yy ❑Owner Given Initial Adverse . 0 Determination !f ` IX. Conditions of Approval/Reasons for Disapproval O -I -o I% t w � � l �� 'f a. � LK ,. � k 4, wN W4 L ( DT-9 � " s . Y3 w 15 5 S tr A 3 �IrK�ewi i�t 4�IIN d�V . r+ T VI �'��i L S I C IN+YlIS1'77Rxi Attach Complete pla a (to the county only) for the system on paper not less than 81/2 s 11 hashes in size W k5 jiety ✓ O W , SBD -6398 (R. 05101) ;:, _ 3 of ' g p n c- Scak 1 4 d � D a m a2 Q s ,w dr c0, EL.t0o.06. Ak � " W tic-; °r { te e r7 50 ewwr Cil%04 �� Q ( 00 4$ 4 (1 *a NZ v s �f 5il ,R2� Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 hsconsin www.commerce.state.wi.us /sb www.wisconsin.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Acting Secretary November 21, 2001 CUST ID No.220554 ATTN.• POWTS Inspector CARL P HEISE ZONING OFFICE CARL HEISE EXCAVATING ST CROIX COUNTY SPIA 1042 S MAIN ST 1 101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/21/2003 Identification Numbers I Transaction ID No. 690898 SITE: Site ID No. 639031 Joseph Persico - County Road M Please refer to both identification numbers, St. Croix County, Town of Kinnickinnic above, in all correspondence with the agency. SWI/4, NE1/4, S34, T28N, R18W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 821303 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P (R 6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R 6/99). • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/instal lation/operation. Note: The changes made to this plan on 11/20/01 by this reviewer were acknowledged and approved by the system designer. Owner Responsibilities • A copy of this letter including instructions and information regarding proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. CARL P HEISE Page 2 11/21/01 • The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Gerard M Swim POWTS Plan Reviewer, Integrated Services (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633 jswim@commerce.state.wi.us MOVE THE EARTH Ar CARL HEISE EXCAVATING 1042 South Main RIVER FALLS, WI 54022 CARL P. HEISE TITLE SHEET (715) 425 -2175 Owner MOUND SYSTEM FOR 3 BEDROOM RESIDENCE LOCATED IN THE 4 OF THE OF SECTION ,T N, R W; TOWN OF K �Yy YU iC �.� n7 ►.�i c r ST r01 �C COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 of,7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE G PREPARED FOR Tt7SE P� "}��rslCO �� 7 2 cr ` k F v �� R�Jer .54022 , v 425-2121 / PREPARED BY p .`.� cal 1' �Y C'tSPi " 'o d itionally .Co D i 0 42 rn s f O� t CE kz NT OF COM 11 DtKD C" V E CARL P. HEISE EP F ETE pND BD CST /MPRS 220554 pry ►51O 1042 SOUTH MAIN STREET p ENGE RIVER FALLS, WI 54022 SEE GORRES PHONE 715 - 425 -2175 FAX 715- 425 -2-1 sa 87 This plan has been prepared in accordance with the Mound Component - Manual SBD- 10572 -P and the Pressure Distribution Manual SBD- 10573 -P. (UG- tit PiI LUNL BUILDERS INC. 71542595 0 . Mound System Management Plan Paso Z,, of Pursuant to Comm 83.54, Wis. Adm, Code ,�aDtic Tank The septic tank shat! be maintained by an ir-&Iduai Certified to service septic tanks under J. 281,48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The Operating condition of the septic tank and outlet filter shall be assessed at yeast once Query 3 years by inspection, The outlet lifter shall be Cleaned as necessary to ensure proper operation, The filter cartridge should not be removed unless provislors are made to retain solids In '.he tank that may slough off tho filter whon removed from its enclosure. If the filter Is equipped with an alarm, the filter shall be serviced if the slanti is octivated continuously. Inle(mittont filter alarms may indicate surge flows or an impending continuous alarm. The aeptic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank. If the contents of the tank are not removed al the time Of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation In the tank. The addition g 0 of biological or chem�ca. additive, to enhance septic tank performance Is However, if such products are used they shall be approved for septic tank use by the Oepartm ntt of Comma not required. ce, Safety and buildings Division. Fldm ,_.p Tn .$.. t3 The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verity proper operation. If an effluent fltor is installed within the tank it shalt be Inspected and serviced as necessary. � I1�cund and Pr9s ure f ist utl 9vstem No frees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegeta'jve maintenance) on the mound is not recommended slnce soil compaction may hinder aeration of the Infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather Installations (October- February) dictate that the mound be heavily mulched for frost protection. influent quality into the mound system may not exceed 220 mg1L SODS, 150 mg/t, TSS, and 30 mVL FOG. Influent flow may not exceed maximum design flow specified in the permit for this Installation. The pressuro distribuion system is provided with a flushing point at the end of each lateral, and It Is recommended that each lateral be flushed of accumulated solids at least once every 18 months, When a pressure lest is performed it should be. ` compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal Cell, Qbsetnration pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more'frequent monitoring, n rat This system shall be operated in accordance with Comm 82.84 Wis. Adm. Code, and shall maintained In accordance with Its' component manual (M- 10572 -P (R. 6199)] and local or state nrles pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. $apdc; orpurnp tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be coated watertight u on the completion f p p 0 58NICe. An opening deemed Y P 9 unsound, defective, or subject ,o failure must be replaced. Exposed access openings greater than 8 in diameter shalt bo secured by an offective locking device to prevent accidental or unauthorized entry into a tank or component. Contln4ancY Plan if the septic ta,k or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper cperating condition. It the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shalt be Immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface it will be repaired cr replaced in its' present locadon by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption And dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintenance of this system sliould be directed Lo the County Zoning office at IIS- 364 - 448 0 or to the licensed plumber who installed the sy stem , NO'T ) A ?1 3 of r2 1 4 0 � a ca 13 d ru op Co 93 ' El.,100 i •06. uj 1 000 z•l��rt �, WlL-SE(1- OMe, - J Roco"w+ x150 �vn� f31 20 0 3 tea, • 15c �s so tiJ?LL o ui I IA �.. r Nola -Woven Tilt* s Fabric 4" Observation Pipe Perforated �piftri0ufion Pipe Bolov Filter Fabric ASTX C -33 S o U " Topton ... • Elev. 5= Slope Cell Of ��- 2 %_ Fore• Moen ,,,,,Plowtd Drain Rock From Pump Loyar D (ef t • C� 4f� $action Ot A M o�nd'B Y :�isr+ i rliiii{� L G 0 t A rt. H J.49 ft LI B ft. Ft.• 10.9 r Ft. K :.. ;. r Altetrt�ate Pos,itio6.1 i. M t.95•b of Force Main dMI �. r4 "Obsarvolioa .Plat • �... ,,. K x" ®..." �MlY rrtWrr .r art— lrYM- •rl -rlrA ��rr -.•r 1•r��rr� - -- -� - -r � l �•►r�.r.. « +ter r..- -rr.r...r.r ....rr•.•.-rrr... +r�r.r +�-�..-• �^ ' Pump Oistrlbutlo Cell Of, � - 2 d Pipe Drain, Rock . votlon Plpe � Permanent Marker Pi or Rods r '' Plan view of a mound system Distribution Pipe Layout Page �--- T • Place the holes at the bottom of the distribution pipes at equal spacing, Remove all burrs from .tn6 pip and b F holes. E rtend the end of each lateral u wi k . p th the use of long t= or 45° fittia to a ' inches of the final grade. Tcrminate the ends of the laterals with a valve threaded cap i threadded plug. Provide a from 9W'grade for the valye; threaded e;3p or threaded I �# Pu. %cyo L ZCW 5 � -PVC, r L21tr.J Manikld e\ Ut 1w C •- � .. .r y`. X1I x12 ist i' on Unt a, M�SJIFJ4� � � • 0. .. , 1'OCCL� M1 ' P s J'7 Ft Hole lliameter 3 _inch S ✓ Ft. Lateral'' P 1 4 inch(es) X I Inches Manifold ! inches Force Main " ._inches #of .holes /pipe Invert Elevation of-laterals a2 p Ft, I9y6 4 G.P,M, s Min. L• V C:it ripe with cap PUMP CHAMBER CROSS SECTION Page of 2 1Cr from door, window �.I Vent Ca •, �* w or fresh air intake ,,,� --• P Weather Proof ` f Junction Box Approved bcktng manhole cover / warning label 12" MIN k i , I Final Grade I \I =` h W MIN S 18' MIN t° Conduit I V r 18'MlN i 1; - -- — -- rr i� ; \� o rr rr _ \\ Inlet �• f Approved /U i Atrtlg Seal I 1) I ' ep PProved i Joint \ I� I i 1 i `:rl ;. Joinza Alarm p I 1 I \ q r N� U i Pump j 1' On'. qj ` ELEV, ft; / L ELEV, ft / Concrete Block � � ` � 3'a pprovad bedding material under tank y _: SPECIFICATIONS Q56: 112x;5 �t-'G7o� .3G8 - I ►4. `.. Note: Pump and alarm are on separate Number of Doses: 4. Per Day a 'circuits as per ILHR 16.;B Wis. Adm. Code Gallons'Per Day /# of. Doses: l��• Gallons_ :Volume of Backflow:. Gallons. 4 ;Tank Manufacturer- ieS� C',o>7� 9rod Total Dose' (9.8 allons:: ;Tank Size• �1C� Gallons , • . Alarm Manufacturer: , 1=1 S �Tem Capacities: A.3 irhes'or Gallons � Number• I I B ,�? ,inches or 40. Gallon A u C ,9�," alches`or t1�.SS Gal(or1 r Pum Manufacturer. ZoELLL 2 D riches or' =; 3'7 Total'1 inches or Gallons ,Model Number: - f» Minimum Discharge Rate: 5 l GPM }j. ,Y 4Vertical Difference.Between Pump Off and Distribution Pipe: r +3L Ft. um Required Supply Pressure ... .. ' - Ft. of Force Main x j Friction Factor /100 Ft . ......... .:.. .+ i / Total Dynamic Head ►; Ft. (10. l h� .a8 n tx Width Depth to inlet - 4 Z Internal Pump Tank Dimensions..length 4 'Signature: License Number Date ... 5.c , 115 / HEADI CAPAC - ZD EL UK Co- 110 32 10s AWN& UR Vj= 30 100 95 28 90 26 85 EFFLUENT 24 80 MODEL and o 78 MODEL 189 DEWATERING = 22 70 V 20 65 Q Z 18 60 >- 0 66 H 16 80 MODEL 0 159 MODEL F- 14 45 188 12 40_ 35 10 MODEL 30 MODEL 137, 139 ! 185 SEWAGE and a x5 DEWATERING 5 20 MODEL 15 MODEL + 4 10 � W 2 MODEL 5 53, 55, 57,59 0 GALLONS 10 20 30 �'40 50 6o 7o 8o 00 100 110 ` k, 180 24 — - — - � LITERS 0 80 >, 75 180 - 240 320 400 2x - —1 FLOW PER MINUTE M . 70 - 20 18 60. MODEL! W 55 295 r A (� 50 a 14 MODEL y 294 p 12.40. — —. MODEL 10 35 293 - �"� 284 8 1 25 -i MODEL - r� 282 6 20 ° M _ _ til�o MODEL OELLE/�' O. 2 267, 2.cg 0 " "*' 3280 Old Mithn Lane gK. GALLONS 10 20 30 40 50 60 70 80 90 100 110 120 1 130 140 150 160 Z ' o 180 1 P.O. BOX 16347 _. _.......... Loulsvl/le, Kentucky 40216 ' LITERS 0 80 160 240 320 .400 460 560 640 720 (502) 7782731 0 i FLOW PER MINUTE " Wisoonsir ; 0[epartmsnt of Commerce SOIL AND SITE EVALUATION Page I of Oivltsion of Safety and Buildings in accordance w JLHR Aft Code Bureau of Integrated Services ty Attach complete site plan on paper not less than 81/2 x 11 Inche d sizb- Plarmwsk& Include, but not limited to: vertical and horizontal reference point'(f3M), difecttonlfit�j percent slope, scale or dimensions, north arrow, and location arfd distance to nearesf r a" I.D. N Q C a,h.. Date APPLICANT INFORMATION - Please print all 1nfPMU"On. y r CS : ' R by Personal information you provide maybe used for secondary purposes (P i,""e Q0'* ))' Pro Loratiori�, P 114 lJ 1/4,S T c ,N,R 1 k(or) W Property Owner's Mailing Address lock# Subd. Name or CSM# q 2 T r, F ^✓ Nearest Road State Zip Code Phone Number ❑ Cit C3 Village ® Town 4021 S ) 42§-z17, ) K0 k U' ; :i 1 C U New Construction Use: CO Residential / Number of bedrooms — Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: N �,,,2 Code derived daily flow 4 50 gpd Recommended design loading rate . _P bed, gpol -g-,_�try, gpdAf Absorption area required - 7 5 bed, ft 7 5 trench, ch, ft Maximum design loading rate ._bed, gf Arench, gpd/R Recommended infiltration surface elevation(s) .f Q I 5 h (as referred to site plan benchmark) Additional design/site considerations th0 r w ►"1 l' Yritw « i' < <t 6411A A Parent material in C �t0 w �' Flood plain elevation, if applicable Ill It it S Suitable for system Conventional Mound In- Ground Pressure AT -Grade System In Fill Holding Tank u= Unsu ltable for system ❑ S ®u ®s O u ❑ s ®u O s ,f&I u ❑ s u ❑ s u SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ti In. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench [3 0 - Ioyk 5k --- S j I + - a - T5 "�1� r p, S 1 �' 0, G.4 Z to -Ig 1 0 V iz-4 51 z sbk" rn�� C Ground 3 )6 -40 j U r 2 1 .5 }'2 (o 14'5 Z sb l vnf r -- s . 0• elev. loo tt Depth to limiting factor 1 min. Remarks: Boring # t 0 -l0 10 Yf 4 � r14 2 2 /o - Iq t o Y2 4/ `� S;' a fsbl< rJ V L S 1 f 3 Y a S z 2, c, Y(Z G C, z {,bk YVI ✓ — - C) around elev. 12&ft. Depth to limiting factor -ji-In. Remarks: CST Name (Please Print) y ture r Telephone No. �-- a• 9. i l 1 S 4z 2i ?S Address Date CST Number K` er Qr zIL ' 2'2'0.5S 4 "R,nPETY Toc l�cvyca SOIL DESCRIPTION REPORT Page 2 of -3 PARCEL I.D.# Boring Horizon Depth Dominant Color Mottles Structure ? g in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed ,Trench 1 b -l0 t 0 Y2 2 S; 2 /O i2 ;0.b around 318V. 3 1 I Y Q -5 YIZ 5 C 0 vx V , LQ D % Depth to imiting factor min. Remarks: Boring # —: C3 , Ground 31ev. ft. Depth to ;imiting factor in. Remarks: Horizon Depth Dominant Color Mottles Structure GPD /ft Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # ; E3 Ground elev. fG Depth to limiting factor in ' Remarks: Boring # Ground Slay. ft. Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) w� P �, ��� ►�a L©-1 -- -;5 �'� 3 v4 3 S.o AC, r"IS , SCa\2. 1 •'_ 40 +I az r �Z L•S io o BM V r,?.L0 �3 h �i 30 l Brv4 S p'iK� ► rJ 8 ' �tre,e 512 Co R� M i3T I CROIX COUNTY sErnc TANTC,..mAwrENANCS AORBEam AND OWNMW C mTlncATION FORM ow Moibg Addre 7 Z Y Ads / 7 2 C+ (-Verldu m mquind ftm Pbmiog. Deparmmai fw new con.t:ucti t�cyrsra�e �.�rc _Pmccol Iden0cadon Nmnber SI 2, ,�_: .l PtY Laatdon yM T.-tf-N -R1-e—w, Town of SubdhWon 8u cwdam .Z 3 �... Volume _.� . Page #' •3 wea mty Dmd # Volume _ !fir Z- .. Page # ✓�'� ' Spoe um" ❑ yo i,ot. I&k"tblo © i uK+mdmOe� Y� watld nadt in de Pie S�treto ale Ihopredl�,M�► .oariM� oi' aat ffir upgs � �Y y� �.,if aoedodb7 a 1tQeaeedpmo�t+ Tda � ad a�Ipt tisa 60 d * of fire .bptW** n a trbamwant in ties wawa aqmdvjdwL to pop rw hair ""NOW nb6 t b. St. t°obL Zoolog a.cwdfimdm dam;d8"d W aw10c�'�0t°'¢p�'m'ber mr a tiaamedpumopecr�el'1�t�� � i0�s , is ispeoo'per aaaditian "wor•i�'eft t * aad p�mopbs (�i!'°'a0i a twit M tiaw U #klt [ • >sa» mad mo.a � �� to �asiaad�4ia peivata sdw.ds i�� . ref sb�. � � •#m of, �om:�erce tits of N�ra1 �,' compboduAMUMMAso 60 9L a c lb' '<a AW OF AMJCANr an o* A,rm.ae aue to the but afmY () y►1 ;(.aey �m (ueXa�aara!I vktoe of i LW=$*y aapd reoosd,ed is Itae of Deedt O�toe. �� �► adow OF A1'1 XAM DATB s.� �► iufarmstion timt tr nattyae�ae�ptied mar i�t in tba .emitatrpermit'bd�+i ravakad bgi� T"*" wt& dd. appHostbw a dL=p d w!artMy dW ftm We R*SWW of Doe& o3�da a ogiy of 4�a. amts jwm wp ' �'�10 deed r _ _ .T. T _--. J y II 'i. i3 M - ,. X .y�1 - J .- _, - ; v�A � . 4 .. u,' `�"' t .. a .. �,. �H .. ,x �s :. r `.� .. .. ,. , .fit. '`4 �� �p ��. .. ` 2P GE 5 623304 STATES OA W(SCONS FO 82 KATHLEEN H. WALSH LAND CONTRACT REGISTER OF DEEDS a.Arldad sail Cmaanu ST. CROIX CO., WI (TO ULIS AUTRANEA OVER DOCUMENT NO. 0°°u RECEIVED FOR RECORD ACf TRANSACTIONS) 05-1E -2000 2:45 PH Contract,b and botweeu Estherlge V. Re.inart LAND CONTRACT EXEMPT N (•V CERT COPY FEE: whcrher one or mote) and Josoa If. a and Gladys $ t/ COPY FEE: 3.00 TRANSFER FEE: 225.00 Psrsico, husband and wife RECORDING FEE: 12.00 ("Purchaser ", whettscr one or more). VoWor sells PAGES: 2 and agrees to convey to Purchaser, upon the prompt and full performance of This contract by Purchaser, the following property, together with the rents, profits, fixtures and other. appurtenant interests (all cal "Prnpetty "), in 3t. Croise County, Seta of Wisconsin: Los 2 and Certified Survey Map recorded in Vo ua. 4, Page 3842 as Document No. 622232, being a part of the SW 1/4 of the NE 1/4 of Section 34, Township 29 North, Range 18 West, Town of Kinnickinnic, St. Croix County, W isconsin. THIS S ►ACE RESDhVW FOR RELO tWND DATA NAME AND RETURKI ADDRESS r ON E E RETURN TO H 706 19TH STV- ._T SOUT HUDSON, WI 54016 R' J � V (, �l1 t" 1 Ol / 22- 109 -60 -110 (parcel Idontificatlon Number) t O o 2 Z \ o "1 ES - (rv' " j If . Lt3 . tb S 0 32-azz-a This g nQ_ homestead property. is is not) Purchaser agrees to purchase flu Property and to pay to Vendor at where ve ndor directs the sum of S 75000 _00 in the following mamer: (a) S 31 , 500.0 at the execution of this Contract and (b) the balance of $ ;1�7 500.00 topftr with interest from due hereof on the balance outstanding from time to time at the rate of 8.00 0 percent per ammm until paid In full, as follows: Monthly payments of principal and interest in the amount of $275.16 per month commencing June 18, 2000 and continuing on the 18th day of each succeeding month thereafter. Provided, however, the entire outswsding balarsce shall be paid in full on or before the 1 8t1) , day of Ma _ . __ . 2001 (the maturity date). Following may default in payment. interest shall accrue at the rate of .8. % per annum nn the entire amount in default (which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal balance). Purchaser, unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably anticipated annual taxes, special assessments. fire and required insurance premiums when duo. To the extent received by Vendor, Vendor agrees to apply payments w these obligutions when due. Such amounts received by the Vendor for payment of taxes, assessments and insurance will be deposited into an escrow fund or trustee account, but shall not bear interest unless otherwise required by law, Paymenu shall be uppiied first to interest on the unpaid balance at the ralc specified and then to principal. Any amount may be prepaid without premium or fec upon principal at any time after In the event of any prepayment this contract shall not be treated as in default with respect to payment so long as the unpaid balance of principal, and interest (and In such case au ruing interest term month to month shall be l".,d as unpaid principal) is lei than the amount that sold inciebtedruxs would have been had the monthly payments been made as fust specified above, provided that monthly payments shall be continued in the event of credit of any proceeds of insurance or condemnation, the condemned promises being thereafter excluded hcreftom. Purchaser states that Purchaser Is suisfied with the title as shown by the title evidence submitted to Purchaser for examination except: Purchaser agrees to pay the cost of future title evidence. If title evidence Is In the form of m abstract, it shall be rcWmd by Vendor until die full purchase price is paid. Purchaser shall be entitled to take possession of the Property on D ate Of Closing 4m Qkml r. r•t ! "� SsnsESAxoewlscoNSw oat •2Wa { y B LAND CO TRACT • tadhtdd and CwWaty FORM IV. 11-IM I 1 (� �rT j c9 ~ 1098 &a /V 5;�l 318 C3 IL SO 200 ► - 6222 2 ozz 10f'e G6 l�l AY 0 N ,� 10 4,rf �TM� �,poixCo,� �� • ti CERTIFIED .SURVEY MAP ESTERLEE U. RE/NART Part of the Southwest 114 of Northeast 114 and the Northwest 114 of the Northeast 114 oFSection 34, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wiscons ` Note: An erosion control plan must be ` ��%% %04 $C+�NS+ O k. 0 ALL BEARINGS REF. TO submitt d to St. Croix County prior � ,•,.•••••••••• �� TH SEC. W i to construction on Lots :'CADRE OF ••E•s ,0 2 and 3. t WATER C z m W U HY AS I r s ommittee A i 1 13 ? a s� RIV1rR FALLS „' w MAY 0 .2 2000 s 42� ��so�T s ''F9 , wISC. , �, t re ded within 30 days of `r�� s� �! _ L A IN D o I ate approval shall be y ull and void 61 / MOUND SYST[M •ms `s' �O, d J ' E / DRIVEWAY ��� • 7 f� SHED / t N Mt \ 17 D WELL ti DWELLING WITH ATT n: GARAGE LOT 1 4 lam ° 8.913 ACRES, 3 88, 262 SO. FT. LU Vl / 8.228 ACRES, 348',409 SO. FT. M Z EXC. ROA0 R.O. W, �1 LU 3 N 90. 00'00"E 920.10' ? }r I 511.90 !► 43 4 �ry i 364.56' LU l S 74 • 16'1'1 "E 408.20' A74 AA' CERTIFIED. SURVEY.. MAP ESTERLEE U. RE /HART Part of the Southwest 114 of the Northeast 114 and the Northwest 114 of the Northeast 114 of Section 34, Township 29 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin. Description: That certain parcel of land located in the Southwest 114 of the Northeast 114 and the Northwest 114 of the Northeast 114 of Section 34, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin, more fully described as follows; `Commencing at the West 114 comer of said Section 34, thence N 89 ° 24'31 "E (assbmed bearing on the East/West 114 line of said Section 34) a distance of 2836.18; to the POINT OF BEGINNING, of the parcel to be herein described; thence N 15 ° 4349 "E 1440.60' (recorded as N 16 0 E) on the centerline of C.T.H. "JJ ",• thence S 54 50'52 "E 883.39' (recorded as Southeasterly 876' more or less), to the East line of the Southwest 114 of the Northeast 114 of said Section 34; thence S 00 0 E 866.50' on said line; thence S 89 "W 1119.88' (recorded as 1105.5` more or less) on the East/West 114 line of said Section 34, to the POINT OF BEGINNING, containing 24.914 acres or 1,085,275 square feet, being subject to easement over Southerly portions of said parcel for C. T.H. "M" R.O. W purposes as shown on this map, being subject to easement over Westerly portions of said parcel for C.T.H. "JJ" R. O. W. purposes as shown on this map and also being subject to easements of record. Note: Each parcel shown on this map is subject to State, County and Township laws, rules and regulations (i.e., wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel contact the St. Croix County Zoning Office and the appropriate Town Board for advice. This instrument drafted by Laurence W. Murphy Dated: March 15, 2000 "Revised this 26Th day of April, 2000." State of Wisconsin) County of Pierce)