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HomeMy WebLinkAbout032-1023-90-100 0 0 tz K J/ E °& 7$ S Q, « E s, E - §E� � °® er §•o � 22( k C.) ■ ro to c © § \ �= g� § k } S ƒ C ® z k C 3 2 � / ` (D M CL . / 0 0 0 �- ; / E ƒ CO) § CO) I1 K > [ P 2 I ° 0 � � -0 } w z " / > / { \ / / - ƒ [ \ k , / 3 k \ = A B c } CD C. + z $ M m co Z q 7 � 22 ± r w ¥ § cn E &g c &0z % mf \ D « y C \ k} 7 /c .�0 CL k . �A . 0 % ° j . * f / 8E Parcel #: 032 - 1023 -90 -100 02/15/2005 09:31 AM PAGE 1 OF 1 Alt. Parcel #: 09.31.19.120B 032 - TOWN OF SOMERSET Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner * LARRY B & DEBRA S BYERS BYERS, LARRY B & DEBRA S 772 HERON AVE N OAK DALE MN 55128 -5387 «_ Districts: SC = School SP = Special Property Address ( es): - Primary Type Dist # Description SC 4165 SCH D OF OSCEOLA SP 1700 WITC Legal Description: Acres: 14.000 Plat: N/A -NOT AVAILABLE SEC 9 T31 N R1 9W PT NE SW BEING LOT 1 OF Block/Condo Bldg: CSM 10/2847 14 ACRES Tract(s): (Sec- Twn -Rng 401/4 1601/4) 09 -31 N-1 9W Notes: Parcel History: Date Doc # Vol /Page Type 07/23/1997 1111/384 WD 07/23/1997 1111/383 WD 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 9852 50,700 Valuations: Last Changed: 07/12/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.000 16,000 1,000 17,000 NO UNDEVELOPED G5 13.000 26,000 0 26,000 NO Totals for 2004: General Property 14.000 42,000 1,000 43,000 Woodland 0.000 0 0 Totals for 2003: General Property 14.000 68,000 1,000 69,000 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 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 453291 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Byer, Larry Somerset Township 032 - 1023 -90 -100 CST BM Elev: Insp. BM Elev: IBM Description: Section/Town /Range /Map No: 1 q , qCj 3 1 A I �_• 09.31.19.120B TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic r , 75 a. Benchmark I Z Benchmark /03 9 el L _ Dosing Ar— Alt. BM �fh 4� Aeration Bldg. Sewer '-f7 Holding St/Ht Inlet �',3 qS• `F 55 TANK SETBACK INFORMATION St/Ht Outlet • 9S • �S TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 7 5 C� t ! 2 Dt Bottom Dosing J Header /Man. Aeration Dist. Pipe /Q .Cj q - 'i . Z if. zu Ci Z. 4 ( Holding Bot. System • u C12 . t I t . 10 91 • ��\ PUMP /SIPHON INFORMATION Final Grade - 7. 7 T5 .g Manufacturer Demand St Cover �[ G M y •41p ��• z Model er DH Lift Friction Loss System TDH Ft For la. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width / Length / I No. Of Trenches PIT DIMENSIONS No. Of Pits Insi a Dia. Liquid epth DIMENSIONS '3 rl _Z- 1 1 r, A \ kz SETBACK SYSTEM TO 1 P/L BLDG WELL LAKE/ST LEACHING Manufacturer: ��11 INFORMATION + 6 ,nUe' �� CHAMBER OR 1 vet �����1 Type V' V' i Z I 7 �Z) 1 V (S UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Si x Hole S acing Vey to Air Intake -•f t Pipe(s) �2 Length f Dia Length Dia \ Spacing \ \ \\ [ d o�q1 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 Bedrrrench Edges Topsoil \ Yes [N No Yes ul No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 443 Rice Lake Road Somerset, WI 54025 (NE 1/4 SE 1/4 9 T31N R19W) NA Lot 1 Parcel No: 09.31.19.120B 1.) Alt BM Description = (�zJe_ 2.) Bldg sewer length - amount of cover = f Z Plan revision Required? rJ Yes „ N- Use other side for additional information. �� _...� � � L ____ L SBD -6710 (R.3/97) Date Insepctor ignat Cart. No. Safety and Buildings Division Count,' 201 W. Washington Ave., P.O. Box 7162 `tL �s Madison, WI 53707 — 7162 Sanitary Pennit Number (to be tilled in by Co.) eons�n Department of Commerce (608) 266 -3151 Sanitary Permit Application PAID State Plan 1._ .Number In accord with Comm 83.21, Wis. Adm. Code, personal information you prov may be used for secondary purposes Privacy Law, s15.04(l )(m) r. Project Address (if different than mailing address) L Application Information — Please Print All Information RECEIVE lL � �� 111 /'► ( f Property Owner's Name rcel # Lot # / Block # (- ye& V JUN 0 2 200A Property Owner's Mai ring Address qroperty Location ! 2,O �� 1 G �i_CkUiAt UUJNI • I l• _ %., /., Section City, State Zip Code quilift O( one) 6 - 1 Z p E or one) l� O T WN; R /JE or W II. Type of Building (check all that apply) / � SubCSM Number 11 or 2 Family Dwelling — Number of Bedrooms E] Pub] ic /Commercial — Describe Use /� i L e/� El State Owned — Describe Use S + Mk W 2 2 -f Z3 ❑City_ ❑Village Township of 4?!C 111. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. New Sy�s� El Replacement System ❑ Treatment/Holding Tank Replacement Only El Other Modification to Existing System ❑ Permit Renewal El Pen-nit Revision List Previous Permit Number and Date Issued B. ❑ Change of El Transfer to New Before Expiration Plumber Owner IV. Type of PO\ \'TS System: Check all that a pply) P .Non — Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in, of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized R:hingChamber nd ❑ Holding Tank El Peat Filter El Aerobic Treatment Unit El Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ rip Lie El G el -less Pi [J' Other pl V. Dis ersal /Il•eatment Area Inf ormation: V Design Flow (gpd) Design Soil Application Rate(gpdsf) ' Dispersal Area Required (st) Dis rca o i ystem EI anon Z r 3 \ 1. Tank Into P N �7�• � r � Cap acity in Total Number Manufacturer Prefab T Steel Fiber Plastic Ca � y Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks y Septic or Holding Tank 7�— t/ �J Cea '\ Aerobic Treatment Unit (/OD � Dosing Chamber V11. Responsibilit Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plot ier's Name (Print) Plumber's Signature MPOR"IrS Number Business Phone Number b �t4fd /- & Plumber's Address (Street, City, State, Zip Code �i(- tv W VIII 'ounty /Dc artment Use Onl Approved ❑ Disapproved Sanitary Permit Fee (in odes Groundwater Issued uing Agent n Lire S trips) Surcharge Fee) � ❑Owner Given Reason for Denial �— IX. Conditions of Approval /Reasons for Disapproval SYSTEM OWNER: 3 1 Septic tank, effluent filter and ,Q�! /"v1.,� T dispersal cell must all be serviced / maintained C- ► _ SZ add AbA as per management plan provided by plumber. p 2. All setback requirements must be maintained as per applicable code /ordinances. Attach complete plans (to the County only) for t J system ' on paper not less th 81/2 x 1 inches in size SBD -6398 (R. 01/03) �P 5 2 (� 5K �(toPoiti" ouNt .„ 47� 2Zb�9� A4 a�C No 2 � o �Z� 5x bit" 1 - #YkA4 STANDARD CHAMBER 52" Quick4 Standard Chamber 48" (EFFECTIVE LENGTH) . .. ........ .. .... ............. 8 12" -� IN 34" SIDE VIEW SECTION VIEW MultiPort End Cap R O 16" 12" 34" SIDE VIEW TOP VIEW FRONT VIEW ff f k cgs ..Y� ;e`, �`�y N s £ hk • }. " ", i ",. K . �r INFILTRATOR SYSTEMS" INC. STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, and plate, wedge and other accessory manufactured by Infiltrator ( "UnitsJ, when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator 'a instructions, is warranted to the original purchaser (°Holder') against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commerucas. To exercise its warranty rights, Holier must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) - clays of the alleged defect. Infiltrator will supply replacement Units for Units deternined by Infiltrator to be covered by this Limited Warranty. Infiltrator§ liability specifically excludes the cost of removal and/or installation of the Units. O A (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE LCCCLUSNE, THERE ARE NO OTHER WARRANTIES WITH RESPECT SYSTEMS INC TO THE UNITS, INCLUDING NO IMPLIED) WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. (c) This Limited Warranty shall be void I any part of the chamber system is manufactured by anyone other than Infiltrator The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of Environmental Onsite Wastewater Solutions' production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third parry. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the 6 Business Park Road • P.O, Box 768 minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or Old Saybrook, CT 06475 Warranty other event not caused by Infiltrator This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited a e g60- 577 - • FAX 860 - 577 -7001 in Further, no event shaA Infiltrator be responsible for any toss or damage to the Holder. the Units, or any third party resulting from installation or ship- 800 - 221 - 4436 ment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator's installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the origi- nal Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty require- meets. Any purchaser of Units should contact Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicle warranty, and should carefully read that warranty prior to the purchase of Units. U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer and SideWinder are registered trademarks of Infiltrator Systems Inc. Infiltrator is a registered trademark in France. Infiltrator Systems Inc. is a registered trademark in Mexico. Contour, Contour Swivel Connection, MicroL.eaching, PoyTuff, Snapt-ock, Chamber Posil-ock, QuickCut, QuickPlay RECYCLED PAPER and Quick4 are trademarks of Infiltrator Systems Inc. ® 2003 Infiftrator Systems Inc. Printed in U.S.A. 0011203HP -0 ` v 1431 Wisconsin Department of Commerce SOIL EVALUATION REPORT P age 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel's Soil Service Inc. Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest Parcel I.D. Z_ / D.� 3— 10, !06 Please pi pp,ID eviewe �V Date Personal information you provide may used "E ' age aEfv law, .15.04 ( )). Property Owner Property Location Byers, Brian & Deb Govt. Lot na NE 19 SW 1/4 S 9 T 31 N R 19 W Property Owner's Mailing Address Lot # Block # �SubdName or CSM# 7721 Heron Ave. North ;T. CROIX COUNTY 1 na CS City Stat Zi Co l@ftlfa�tidrbTSer I City J Village e Town N rest Road Saint Paul I MN 1 55128 651 - 730 - 9855 Somerset Rice Lk Rd 0 New Construction Use: 11 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD I Replacement I Public or commercial - Describe: Parent material outwash Flood plain elevation, if applicable na General comments and recommendations: Conventional System, system elevation 92.30ft. Trenches spaced and depth to code 3.50ft below grade. Boring # I Boring e Pit Ground Surface elev. 95.80 ft. Depth to limiting factor 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -10 10yr3/1 noine 1 2msbk mfr cs 2f .6 .8 2 10 -21 10yr4/4 none scl 2msbk mfr cs 1f .4 .6 3 21 -32 1Oyr4/4 none sl 2msbk mfr cs na .6 1.0 4 32 -96 7.5yr4/6 none cos' osg ml na na .7 1.6 l D2 S2 (d0 a Boring # I Boring N Pit Ground Surface elev. 95.80 ft. Depth to limiting factor 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 10yr3/1 noine I 2msbk mfr cs 2f .6 .8 2 9 -23 10yr4/4 none scl 2msbk mfr cs 1f .4 .6 3 23 -32 10yr4/4 none sl 2msbk mfr cs na .6 1.0 4 32 -96 7.5yr4/6 none cos osg ml na na .7 1.6 2' * Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg/L and TSS <30 mg /L CST Name (Please Print) gnature: CST Number David J. Steel 248956 Address Steel's Soil Service Inc. Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 5/21/2004 715- 246 -6200 Property Owner Byers, Brian & Deb Parcel ID # Page 2 of 3 3] Boring # J Boring 601 Pit Ground Surface elev. 89.00 ft. Depth to limiting factor 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -10 10yr3/4 noine scl 2msbk mfr CS 1f .4 .6 2 10 -21 10yr4/4 none sl 2msbk mfr gw na .6 .8 3 21 -96 7.5 yr4 /6 none cos osg ml na na 7 1.6 F-1 Boring # I 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 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # -) Boring J Pit Ground Surface elev. fl. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 5 > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS <30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608- 264 -8777. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST -POWTS Bian & Deb Byers New Richmond,WI 54017 Lic. #248956 NE1 /4,SW1 /4,S9,T31N,R19W Bus.(715) 246 -6200 Town of Somerset, St. Croix Co. Fax (715) 246 - 9372 CSM Lot, 1 Legend l " =40' ♦ = Benchmark Ele. 100.00ft Top of 3/4" PVC Pipe • = Alt Benchmark Ele. 99.30ft Top of 3/4" PVC Pipe ❑ = Borings . Boring Elevations B 1 = 95.80ft B2 = 95.80ft B3 = 89.00ft B4 = 00.00ft ` I 7 u� L .G 6A pw V CER T _T F.T ED VE Y MA Located in the Northeast quarter of the Southwest quarter of Section 9, r Q Township 31 North, Range 19 West, Town of Somerset, St. Croix t NE COR. County Wisconsin* N oo• 4s' 34 "E Owner: ' Mike Casto Ob 485 210th Ave. -� 2686.82._...._._.. - SE Somerset, Wi. 54025 N1/4 Car:b� (IN to E' LAKE) fi Sec. 9 = o 0 UaplaLted lands _ = `� Wm cv Point of Beginning "'►►► 2662.45' S 01'17'47 "W 981.38' Sal' 17'47 "w S01617'4711 3.58, ; 977.80' 1653.53' �@ (SO0 52'59 East line of the NE I /4 of the SW 1 /4 S1/4 Cor. s t i : - L�� I N sec. �, n 609j,840 Sq. Ft. " (14-.00 Ac) a �. Including right -of -way.` N m , �: 605;492 Sq.Ft. (B3-:90 Ac) W _ - f wa E�xcluchng right o Y • 3 shed ° 6; � N � _ Q O� w M — w 2: 0) • o: m 10.41' sis y G ti N wEtland T .- `�j 970.97' (� N 03'18 °E 981.38' � pp tu Q ° Z• sass ° J ' L�n4P]�ted Lids_ - SCALE IN FEET 1" ='Loo' oc tA. 26gCT3q "E S • 01. 18 * 03"W O' 50' 100' 200' 400' In S'1 p0.' 530.00' W� Z U)" zt c w r . 3 ro • c v " 0 M. �. LO T 2 N cv HARVEY d. Z F► x Z a �: �q.Ft..�t7�52`Ac.) N }' JOHNS a W : Including right-of-way o .ih S S- 1.899. m� : n 321, ?05 Sq.F't; (7 39 Ae.) � HODS N , E z1 o Ex¢14ding right of .way. _ West line of the Nk 1 /4 of the to q E � SW 1 /4 - � I �ttsr �� 781.70' _ 17.98' N 01 - 18' 19 "E 799.6 @' - y � t LEGEND Jggd= L ands_ - - - - Alurniaum section corner monument. 7 _ NX 2 : M M.. • I "X24" Iron pipe weighing 1.6$ -lbs per O l n. foot set. ST. CR0.'x CC.;x� :: zompralensNe F! ao - ( R ) Previously recorded information. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHII' CERTIFICATION FORM owner/Buyer UYh 4 U.6 6 S Mailing Address T Z *eR� A N C�Ar-tk(.E WJ SS r zR x c_e_ L— ca.k. -e_ d CE PPoQ, Property Address (Verification required from Planning Department for new construction) City/State , 'i✓l2 Ste G Parcel Identification Number 0 32 - t� Z 3 LEGAL DESCRIPTION Property Location F_ `/4, '/4, Sec. _ �, T_L_N -R_a-W, Town of 5 ont Ek SE Subdivision y . Lot # Certified Survey Map # - 3 ` . Volume _ . Page # Warranty Deed # Volume Page # Spec house ❑ yes 0 no Lot lines identifiable F yes ❑ no SYSTEM CE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a mastorplumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. 05 12q l 7o04J SIGNATURE OF APIfLICANT c DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owners) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. o5 /2 / zeo y SIGNATURE OF PLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number 5 I Number of Bedrooms Design Flow - Peak (gpd) Estimated Flow - Average (gpd) Septic Tank Capacity (gal) 10 Q Soil Absorption Component Size (ft Y 7/ / Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) Maximum Influent Particle Size (in) 1/8 Maximum BOD (mg /L) =0 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an 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. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 S Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. p L Af ; OCCso/J C'I J9 -7�s- -2- 73 -- �-N►J k C S ro As c 2 + 715 6 4 7 2 3 l/ 6 74K7 3 1! CHIC sFAC RESCRVEO FOR necaftolka OAT^ 1� DOCUMENT NO. WARRANTY DEED ;{ i STATE BAR OF WISCONSIN FORM 2 --1982 �! 525938 _ { _ . �..1 _ -- _.. -- _ - - �--- -- _ _ _ ....... ----- ---- _. REGISTER'S L Michael C. Casto and Jane C. Casto husband and ..... ST. CROIX CO., ��i! Recd for Record ............ �.fe� ..........................•- •.............................. .................. - - -• ............ ........................... .••• FEB 14 1995 T...B el•G . atui. Nbrza.5,...]D P- rzN s .... at ............... { conveys and warrants to ...���(.� X y 10 :00 A N hi1s .,.%rue ....................... ..............•••.............. ( - RETURN To ........... ..__- rs 1 I , ................................................. ............................... ............ r(1>1.e the following described real estate in SC . . ......... • . Cr OiX .............. .County, . State of W iscen311: 1 p i � A Pa reel of land described as follows: Part of I; � The East One -half of the Southwest Quarter (E 1/2 of SW 1/2) of Section Nine (9), Township Thirty - one (31) North, Range Nineteen (19) West, Town :) of Somerset, St. Croix County, Wisconsin; Lot 1 of Certified Survey Map in Vol. 10, Page: 2847. 1 , N• TRANSH]li I !� $ { FEE +! l i y This ...... nOt ......... . homestead property. it )()(`>y( (is not) Exception to warranties: Ea restrictions and rights-of-way of record, ! if any. Dated this . ........... .,+ ....... �.. . . ......... . day of ...............DEC .t .. 1.`Y`" Tc 1I ....................... (SEAL) ' .. C R... ............. ......................... (SEAL] ;f {{ • ............. ' ........ • .... Michael C. Casto............._............... i ...............(SEAL) - ..�/...tAly� ......... .........................(SEAL) • J ........... .............. ................................................... . AUTHENTICATION ACKNOWLEDGMENT Signature(s) ............................................................ STATE OF WISCONSIN ......................•-----•--. ............................................... St. Croix .......... ...... ...................... Count+.• . authenticated this ........day of .. ......................... 19.. -. -. Personally ca before me _ ay of sY � �..1. me . ...... ......• 1!! ed -•• ................................................ .. •-- •••- •- .--- ............_. _ •• - -• • • • .......... ...•---- ....---- ••- ••-- ...••.._ ----- band..attd. TITLE: MEMBER STATE BAR OF WISCONSIN .............. (It not . ........................ authorized by � ?08A6, Wis. Stats.) to me known to be the person 5 oc the foregoing instrum:rt and acknowledge t e same. THIS INSTRUMENT WAS ORAFTEO BY 1 14 (CY.�- `.`-' ±�_ :: J ............... ..._........ -.. . .. Kristine O -glard v t JA- VC-- �t't�P II ..--- • - -•... ---------- •••..... :.1 ..... . A ttoY[ley.. 4_ 1 ......... ........ .. . . .............. Notary Public ........ - .:. ............. County, WL. (Signatures may be alithentic:4ted or acknowledged. Both My Commission is permanent.(if not, state expiration are not necessary.) date: •-•••- • Ae e9w 10.2.E 90 120"9 1. • � W FILED a 03 /4139 /Do /ZOB NO V 2 8 1994 r► ��� G'G/ �i' /D,?,g�/7' ��flt 1, 17 , JAMES 0 CONNELL Register of Deeds 523764 St. crOIX co -, wi C ER T I F .I ED V E Y MA P Located in the Northeast quarter of the Southwest quarter of Section 9, Township 31 North, Range 19 West, Town of Somer, et St. roix NE COR. County, Wisconsin. N 8 00° 4 34 E Owner: asto AN I -F 485 210th Ave. 2625.83'_.: 2686.82' SE COR. Somerset, Wi. 54025 EI /4 COR. N1 /4 Cor.n?N rn (IN LAKE) Sec. 9 0 tt Unplaed lands_ ✓/ w ro N Point of Beginning zN V 2ss2.45 S 01 "W 981.38' Sal° 17'47 "w Sot °17'47" , : 977.80' (S00 °52'59" ) s 3.58 East line of the NE 1 /4 of the SW 1 /4 1653,53' S1 /4 Cor. 4 44 St — LOT 1 r Sec. 9 I' CO 609, 840 Sq. Ft. (14.00 Ac) Lot a W . Including right -of -way. N IT wr �D �z: 6059492 Sq.Ft. 0$3 Ac) Z 1 a1 ; 3 -': �ZD.B Excluding right -of -way. X to - I .w '" m 3 ' shed m q: N co z M shed of m m 0: m �• LL: En 10.41' wetland 970.97' e N 01 "E 981.38' N o w a o z s r ° , o -' Unplatted Lands_ 3 m SCALE IN FEET I "= 200' l4. 260. „ ' z9 � S 01' 18' 03 "W o 50 100 200 4a� ' o \ S tl ° 49� 34 ►E 530.00' z ��q,r+s+o���N� Z ' o W I o V C, 3 � ` �GON $ ILL Y 11 2 T M JP o' ° a: N tV + �} HARVEY G. Wi x z 3 m 327 Sq.Ft,..(7,52 Ac.) N to = JOHNSO Qi o N; Including right -o# -way. p t"� S - 1899 �, _j `" m 321,705' Sq. Ft. (7 Ac.) N Z HUDS N ° o_ Excluding right- - way. m W1 t O O 6 �I • f � a z m West line of the NE 1 (J7 4 of the y � M l - I qN v� ♦ O � SW 1/4 ���h 5 u R 7e1.7o' ���uo�o 1 17.98' N 01' 18' 19 "E 799.66' �I LEGEND U nplatted L ands C4 W Aluminum section corner monument. NOV 2 .'18 M -,�� M • 1 "X24" Iron pipe weighing 1.68 lb s per 0 lin. foot set. 10 co - (R) Previously recorded information. orsirrn ^e ^ri ; < Bearings referenced to the North - South quarter W1 /4 Cor. section line, assumed SO 1 17'47 "W. If *, ItU: CLgrC:..: S . ► Sec. 9 �vl,t,s:I 33 apFrnval This instrument drafted by' 3.S•1. 42347 Vol. 10 Page 2847 I G Somme ,t Somme, [LED NOV 2 8 1994w- JAMES O'CONNELL Z Register of Deeds 523764 St. Cr oix Co., wi CEP T I EI ED VE Y M,Q P Located in the Northeast quarter of the Southwest quarter of Section 9, Township 31 North, Range 19 West, Town of Somerset, St.Croix NE COR. County, Wisconsin. AN N 00 48' 34 "E j Owner Mike Casto 485 210th Ave. 2625.83' --3 2686.82' SE COR. Somerset, Wi. 54025 _ E 1 /4 COR. N 1 /4 Cor.n?N rn (IN LAKE) Sec. 9 " - Unplatted lands a) co N Point of Beginning / 266 2.45' Z S 01' 17' 47 "W 981.38' sot° 17'47 "w Sot -17,47 977.80 ' ( S00 0 52'59" ) 3.58': .53 ' 66' East line of the NE 1 /4 of the SW 1/4 S1/4 Cor. . LOT 1 CU Sec. 9 C h I m 609, 840 Sq. Ft. (14.00 Ac) �1 N w : Including right -of -way. N v� w„, - �z 605 Sq. Ft. ar3. 90 Ac) (0 ?i NI - to a J : Excluding right -of -way. 3 a-, �N `' "' shed 1 j o M CO. O .1 CD I !0 s ed N of z ` >1 m m — — cn 'Z: 0) X 00 U 10.41' - wetland 1i � y' � ti Li 11 970.97' k N 01'18 "E 981.38' w t• - U' U O w: Q • ; O J: a r °, Unplatted Lands_ 3 SCALE IN FEET l "= 200' V � 260 34, S 0 1 * 18 ' 03 " W O' 50' 100' 200' 400' 3 .......S' �1° 4 530.00' f z o ! 7� • 00 �' ,�1N1 QI I �, I cJ 0 (� Q ; U_ (, U m cli O Wi x z 3 m: 327o448 L O T ..'2,.52 Ac.) CU c S JOHN f3. Lo S O a1 0 in Including right -of -way. p m S - 1899 J' `" x `� 321,705 (7s(39 Ac.) (V' 'S HUDS N z o s 2 , o Excluding right -of -way. co '�, WI 'I z Co West line of the NE 1 /4 of the fA ��y < N SW 1/4 •eW 0.0118 No sue j 781.70' 111/1 i N 01'18'19 "E 799.68' � LEGEND Unp latted _ L ands_ w i- Aluminum section corner monument. NOV 2 ,8 N - to • 1 "X24" Iron pipe weighing 1.68 lbs per o lin. foot set. 7 {= • ,- coo "-' (R) Previously recorded information. � ocsrprr i'er,ss o z f'0r: Bearings referenced to the North -South quarter P3tkS tCor,,rn W1/4 Cor. section line, assumed S01 17147"W. if Sec 9 wi This instrument drafted bk ' J.S. /. a1,�rnv`3! y' w apP�ovai sy42.347 Vol. 10 Page 2847 Vv"011su,uaNaiuiwui4.06uww °Ur' ,UIL ANU bi 1 t tVALUA I IUN HtF'UH 1 rage 1 of 3 Labor .rid Human Relations ��isiolriof Safety a Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 81 ' . s' o n must include, but St. Croix not limited to vertical and horizontal reference poi rection an X t3s e, scale or PARCEL I.D. # dimensioned, north arrow, and location and dicta ear+�,ro ,, APPLICANT INFORMATION- PLEASE PR1LL R T) N REVIEWED BY DATE PROPERTY OWNER: J P TY LOCATION Larry & Deb Byers G OT NE 1/4 SW 1/4,S9 T31 N,R 19 Rory W PROPERTY OWNERS MA!I.ING ADDRESS ��"�� � '.�� , ' BLOCK # I SUED. NAME OR C�S�1 # � �/ 670 Waid Strausse ` U D CITY, STATE 21P CODE PH A f�_ _ N CITY (]VILLAGE QrOWN EAREST ROAD Manchester, MI. 48158 (31�' 8�Q57 Somerset Rice Lk. Rd. New Construction Use [x) Residential / Number of bedrooms 3 [) Addition to existing building Replacement [ ] Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate . 7 bed, gpd/ft .8 trench, gpd/ft Ab sorp t don area r equ ired 643 bej, ft2 563 iiai.C1, ft Maximum design ioadi- rate .7 ued, gpdni� . 8 weinili, gpd Recommended infiltration surface elevation(s) 96.20 ft (as referred to site plan benchmark) Additional design / site considerations na Parent material outwash Flood plain elevation, if applicable na ft S = Suitable for System CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem i ®S Cl U I ®S 0 U ® S O U JR1 S O U O S O U D S a SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon Texture Consistence Bandary Roots in. Munsell flu. Sz. Cont. Color Gr. Sz. Sh. Bed rends 0 -10 10yr3 /4 none sl 2mgr mvfr gw 2f .5 .6 xm' 2 10 -24 10yr4 /4 none sl lmsbk mfr gw if .4 .5 Ground 3 24 -33 7.5yr4/4 none is Osg mvfr gW na .7 .8 elev. 1 4 3 -88 7.5 y r4/6 none co s Osg ml na na .7 .8 Depth to limiting factor + 88" Remarks: Boring # 1 0 -12 10yr3 /3 none sl 2msbk mfr qW 2f .5 .6 2 2 12 -36 10yr4 /4 none sil 2msbk mfr gW if .5 .6 3 6 -42 7.5yr4/4 none is Osg mvfr gW na .7 .8 elev. 4 2 -90 7.5yr4/6 none co s Osg ml na na .7 .8 1 Depth to limiting fa +9011 Remarks: CST Name _ Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. Ave. New Richmond, WI. 54017 Signature: SD 9 -1TM cstm 02298mber: PROPEWYOWNER Larry & Deb Byers - SOIL DESCRIPTION REPORT Page 1 of 3 PARCEL I.D. # Boring # Horizon Depth Dominant Color Mottles Texture structure consistence Bwxkgry Floots GPD/ft in. Munsell Qu.Sz.ContColor Gr. Sz. Sh. Bed lTmr& 1 0-13 10yr3/3 none S1 2mgr mvf r 9w 2f .5 j .6 3 I 2 1 13-25 10yr4/4 none S1 lmsbk mvfr 9w if .4 i .5 Ground 3 25-30 7.5yr4/4 none 1S Osg mvfr 9w na .7 .8 elev. 98.8$. 4 30-96 7.5yr4/6 none Co S Osg M1 na na .7 .8 Depth to limiting factor +96 Remarks: Boring # 1 0-10 10yr3/3 none S1 2mgr mvfr 9w 2f .5 .6 4 hill 2 10-2E 10yr4/4 none S1 lmsbk mvfr 9v if .4 .5 3 26-31 7.5yr4/4 none 1S Osg mvfr 9w na .7 .8 Ground 91ft. 31-82 7.5yr4/6 none co S Osg M1 na na .7 ;:.8 e �5 ' Depth to I --- limiting factor +82 Remarks: Boring # 1 0-9 10yr4/2 none 1 2msbk mfr 9w 2f .5 .6 5 -17 10yr4/4 none S1 lmsbk mvfr 2 9 9w if .4 1.5 3 17-24 7.5yr4/4 none 1S Osg mvfr 9w na .7 1.8 Ground gle v55,,. 4 24-82 7.5yr4/6 none co S Osg M1 na na .7 .8 Depth to limiting factor +82 Remarks: Boring # Ground elev. Depth to limiting factor Remarks: SBD-8330(R.06192) f , I N STEEL'S SOIL SERVICE Gary L. Steel Larry & Deb Byers 1554 200th Ave. CSTM2298 NEaSW4 S9- T31N -R19W New Richmond, WI 54017 MPR 3254 town of Somerset (715) 246 -6200 N 1 =40' BM. =top of steel pipe at SW corner of barn at el. 100' w /marker pipe ALT. BM.= top of steel pipe at SE corner of barn at el. 99.27 t� DU Q Q O. -A a 12) -3 c 1 �� 0 Y� S Gary L. Steel I 9 -13 -94