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HomeMy WebLinkAbout032-2033-60-200 = `r1 d (D \ 1 I (D o w cn o o "r O �— O - C O A C 3 w N try • co 0 to CO Cl) CL A a YD O fD �_ y y O O .S 7 (D 1 C O w O Q. O rn O W ^S u CL 0 0 0 0 p O 0 CD a O CO CO Q O J A 3 (0 O_ t —— 8 7 0 N - ` . y C) O O !� C Z ° Sr D v7 O (n 3 � N V N r " N N CL N O O O N O C z O O O• o Z .. N p r - 3 o w O C) N N fn O D O 7 fD H W m O CD d a2 !y d W d 3 — 0 N N •• z NI Z o 0 D D o o =' a • � p tai m o 3 w m o a 3 Z CD c p Z A v CD z 0 O N O W A w CL z 0 3 r O " Z c0 Z m CD I m a a 3 ti v c 0) a a E m N Cn a m `D 3 cn d J n O I D 'I (D N CL O m ti O p V I � CD C) 0 g �? b ° o i. Parcel #: 032 - 2033 -60 -200 06/01/2007 01:27 PM PAGE 1 OF 1 Alt. Parcel #: 9.30.19.599C 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): O = Current Owner, C = Current Co -Owner 0 - MYERS, TODD H & ANDREA L TODD H & ANDREA L MYERS 1690 56TH ST SOMERSET WI 54025 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ' 557 170TH AVE SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 3.375 Plat: 3661 -CSM 13/3661 SEC 9 T30N R1 9W PT NW NE BEING LOT 3 CSM Block/Condo Bldg: LOT 3 13/3661 EZ -UT- 1646/250 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 09- 30N -19W Notes: Parcel History: Date Doc # Vol /Page Type 06/16/2000 624941 1519/559 WD 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/09/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.375 49,800 148,900 198,700 NO Totals for 2007: General Property 3.375 49,800 148,900 198,700 Woodland 0.000 0 0 Totals for 2006: General Property 3.375 49,800 148,900 198,700 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 09/16/2005 Batch M 05 -15 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 e W iecotisin Department of Commerce SOIL AND SITE EVALUATION a Division of Safety and Buildings Page —4 of J Bureau of Integrated Services in accordance with Comm 83.09, W Adm. Code Attach complete site plan on paper not less than 8.1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. parcel I.D. # �_.�.�,... Q2- APPLICANT INFORMATION - Please pr"(lvi3ftutmdiCio�: Reviewed by Date KS. . Personal information you provide may be used for secorviary,,}YyrAoses (Privacy La w,`s,18;Od•.(1) (m)). Property Owner F x' ��_n�; /� Property Location 30 . �C ova L W t j 1/4 • 1/4,S T N,R or) W Property Owner's Adcffess I , Lot # Block# Subd. Name or eSM City Stag Zip Code ho City ❑ Village (14 Town Nearest Roast )` 1 hCi `� rte! 0 New Construction Use: Residential/ Number o edrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow gpd Recommended design loading rate _, � bed, 9pde ,Z� trench, gpd /ft Absorption area required _ bed, ft M trench, ft Maximum design loading rate bed, gpd /ft gpd/ft Recommended infiltration surface elevation(s) 9R'sS" �� nC (as referred to site plan benchmark) Additional design /site considerations 1 S Parent material I Z" '4 „� C� �^ Flood plain elevation, if applicable ft F 7 -Unsuitable Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank for system ❑ S 1Z U ® S ❑ U ❑ S 9 U ❑ s JZ U ❑ S K U ❑ s 0 u SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 ax . in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Ae z . ` -/ Ground elev. Depth to s - / limiting ; factor in. Remarks: Boring # f Ground elev. Depth to limiting factor Remarks: ST Name (P ase P ) Signature ) Telephone No. Address .� Date CST Number I SOIL DESCRIPTION REPORT PROPERTY OWNER ��' �'✓ �'1�f �I f 3 Page of 3 PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench ... / i 4 Ground 3 elev 9 ft 1131 — — Jb Depth to limiting factor _ n Remarks: Boring # , a ; Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots PD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # 13 i Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. , , Depth to limiting factor in. Remarks: SBD -8330 (R.9/98) f Ca�aurl,ak�� yXss' ' ,Prir rY � $ a✓ u✓��uteaG �R d.S S Awe J�' m�ti7c�90 /znle } - ,CoL /d2 �I O 773S3�SI --- -- I Fkax773S8.,1 CERTIFIED SURVEY MAP yVvirr6ba-2;+l4 LOCATED IN PART OF THE NW114 OF TXB NE1 14 OF SECTION rs, T30N, R 191►, TO MN OF SOMERSET, ST. CROIX COUNTY, N7SCONSIN. b R LEGEND LLET S"Xl 1 �1 oh ALUW" COUNTY SECna+ CORNER s 56 p ,, RSEI. AVE W23 q � womu - m I T OLMrO C S 0 1• x ?a' " vrvt WIGNiN 1.00 LBS. KR LINEAR rOOI Sk I �7 .... IOE!' ROAOMAY SL rUACR LINE Q �►-- -w Ex►STWO rENCELIME o WE CORNER SECTION W SECT CORN(R SECTION 16_ _ _ _ — NOnTII l tNr a rK Nvli4 Or rHE ►Elie ^. � — ^ _�(�'_ �`•' 1 W -0 _ _ _ _ _ LOT I 34 K EM ESPY •, ?I Y I .•� 3a0 C � r f • P j I y �Y LOT 3 O M• � I r UACMEVO S o I +w9•TV •v inw' I Sw LINE W TK NVI /4 OF THE PEI /4 i Y� I I SL'ALE IN FFF.T 1" 200' $U C"TY SURVEYOR I FOR ILLS R 0 200 400 600 1 / � \ c a 0 / , ? ; ■ T "a ;i 7 � ® \ / £ � j 2 \/ E* CA k U k : 0 7 $ w o § § \ ` k L w S o 0 2; g a ° R t k ° ® ; -4 { 8 E _ © 7 / > £ C �1 3 \ / q m C CD \ , � CD / \ \ 3 § E { .. M E \ o o o \ "- 0 2 § § 3 § � } ( ` @ co) col «! % F) m/ 2 CD F CA # / § z rr z z / / > > �- � ƒ � \ � z 7 -q cn f \ �_�■ _ � \ ( � z 9 } I � * § % z 2 Cl) > 0 � \ � ; f § � [ � \ , \ ƒ , � � \ � � q � � \ � � 2 � I � � kCL �\ Parcel #: 032 - 2033 -60 -200 02/15/2005 09:53 AM PAGE 1 OF 1 Alt. Parcel #: 9.30.19.599C 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 * TODD H & ANDREA L MYERS MYERS, TODD H & ANDREA L 1690 56TH ST SOMERSET WI 54025 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description * 557 170TH AVE SC 5432 SCH D OF SOMERSET SP 1700 WITC Legal Description: Acres: 3.375 Plat: 0866 -CSM 13/3661 SEC 9 T30N R19W PT NW NE BEING LOT 3 CSM Block/Condo Bldg: LOT 3 13/3661 EZ -UT- 1646/250 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 09- 30N -19W Notes: Parcel History: Date Doc # Vol /Page Type 06/16/2000 624941 1519/559 WD 2004 SUMMARY Bill M Fair Market Value: Assessed with: 10855 230,000 Valuations: Last Changed: 07/23/2003 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.375 49,800 145,200 195,000 NO Totals for 2004: General Property 3.375 49,800 145,200 195,000 Woodland 0.000 0 0 Totals for 2003: General Property 3.375 49,800 145,200 195,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 12/04/1998 Batch #: PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce EM PRIVATE SEWAGE SYS Safety and StMngs Division ounty INSPECTION REPORT S t Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you Pmvice may be used for secondary purposes [Privacy Law. s.1 5.04 (1)(m)]. 384145 Eyer H ei s Name: ❑ City C] Vi Village ❑ own of: State Plan ID No.: y C y C rlS Somerset Township E v.: Insp. BM E ev.: BM Description: Parcel Tax No.: 032 - 2033 -60 -200 TANK INFORMATION ELE ATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic k S 60 Benchmark S! Dosing (�cG9� s �U Alt. BM Z mo _ 0 Aeratf Bldg. Sewer q, k olding — iT iHt inlet TANK SETBACK INFORMATION a/ Ht Outlet 15 LA P1 7 TANK TO % L WELL BLDG. Ai stake ROAD Dt Inlet s Septic 10 > / 3 ' NA Dt Bottom 7 Dosing 3 SAS I ' NA Header/ Man. Dist. Pipe '.34 /6 3 .O .S Holding Bot. System Z • 9 Z 3 PUMP/ SIPHON INFORMATION -�3 S Final Grade Manufacturer Demand St cover Model Number I t � 0 sw 31.30M TOH Lift l e' Frictio 93 S to TDH27. (Ft Forcemain Length f1k I Dia. Z Dist.Towell SOIL ABSORPTION SYSTEM BED/TRENCH Width r Lengtb No. O oche PIT No. Of Pits Inside Dia. Liquid Depth DIMENS 2 Tr D im E SYSTEM TO BLDG WELL LAKE / STREAM ;2 -M SETBACK AMBER INFORMATION Ty O j / 1 3 7 , ? �S f � Z / OR UNIT um r: System: DISTRIBUTION SYSTEM Header/Ma ro old r/ Distribution Pipe(s) 1 li x Hole Size x Hole Spacing Vent To Air Intake 1 Length ? Dia. _� Length 3. Z (t Dia. Spacing — Z 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 C] Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: /o� Inspection #2: - 71 ll 1 0( Location: 557 170th Avenue, Somerset, WI 54025 (NW 1/4 NE 1/4 9 T31N R19W) - 093019599C -Lot 3 1.) Alt BM Description Ao� fav 2.) Bldg sewer length = 41 0 1 - amount of coy = > (1 " 3.) contour = y. Ssl ��y� <s�) _ SOU; ?0 11 Y' 6eI(,ee -C'_ 5 Plan revision required? ❑ Yes p No Use other side for additional inform lion. tz 0 ( SBD -6710 (8.3/97) Oat Inspector's St4nature Cert. No. Y. Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. i See reverse side for instructions for completing this application PO Box 7302 1 4. Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce [Privacy Law, s. 15.04 I (m)] (Submit completed form to county if not state owned. Attach complete plans to the county copy qdlyXf the s stgrj, n er not less than 8 -1/2 x I 1 inches in size. co un State Sanitary Pefmit Num '. "Check if revs ` ire . ous application State Plan I. D. Number - . ;x. �-7 I. Application Information - Please Print all Infor4aVn r "i " :' Location: Property Owner Name Property Location 9 �" 7` 1/4 1/4, S ,N, or '2 Z3.0 Property Owner's Mailing Ad s l0i X p _._ Lot Number Bloc ber City, State Zip Code Subdivision Name or CSM Number 3 d II. Type of Building: (check one) L1 City I or 2 Family Dwelling -No. of Bedrooms: �� �' vlPa��+' ❑ Town of ❑ Public /Commercial (describe use):_ ❑ State -Owned T Nearest Road ' ' - q 1� ' 10 5 , IRSUC� M Q y = l tl .5" a �.S$ , Paz 1 T e of Permit: Check only one box on line A. Check box on line B if applicable Jr- qcj A) 1. ANew 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existin System B) Permit Number Date Issued ❑ A Sanitary Permit was greviously issued IV. Type of POWT System: (Check all that apply).X ❑ Non - pressurized In- ground $Mound ❑ Sand Filter ❑ Constructed Wetland • Pressurized - ground t ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At- de oM7Eo�� = 6O •� ❑Aerobic Treatment Unit ❑ Recirculating ❑Other: V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rats 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (MinJinch Elevation f � VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks r VIII. Responsibility Statement I, the und9frsigned, assume responsibility for instal ton of the POWTS shown on the attached plans. Plumber's e Tint Plumber Slarfa o s s): MP/MPRS No. Business Phone Number Plum ees Address (Street, City , State, Zi ode) / IX. County /Department Use Only 11 Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) (,Approved ❑ Owner Given Initial Adverse Surcha Fee) Determination � -3aS M X. Conditions of A pp royal /Reasons fq� Disapp val: v.��bj � }�eevsvar �S ne�,.� ►�. �or ptn S �2 �- e��"� _ ry � �'� l S {MLt t�1t cp t �CBMti Q�T1�6ttf . y A , ' J cli a ZZ 7 I a lnlu- /rrr •� 1� I t C� p pppp, - Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 - - scons�n TDD #: (608) 264 -8777 www. comme rce. state.wi. u s/S B � Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary February 20, 2001 CUST ID No.224263 ATTN: POWTS Inspector ZONING OFFICE KIM A O CONNELL ST CROIX COUNTY SPIA 504 3RD AVE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/20/2003 Identificatio rs Transaction ID N 616575 Site ID No. SITE: Please refer to both identification numbers, SITE ID: 626329, TODD MEYERS L above, in all correspondence with the agency. ST CROIX COUNTY, TOWN OF SOMERSET; 170TH AVE NW1 /4, NEIA, S16, T30N, R19W FOR: NEW MOUND, 450 GPD OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 780492 P.O.W. Condi €h 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 a PR( chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. ,., /{"ENT OF 0!V1, SAFETY The following conditions shall be met during construction or installation and prior to occupancy or use: ` General Approval Conditions: S``E CORRES! • 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 (8.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (8.6/99). • 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • 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. • The maintenance plan for this system must be given to the owner of the POWTS. Site Specific Conditions • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. KIM A O'CONNELL Page 2 2/20/01 • Surface water drainage shall be diverted away from the system area. • The designer proposes to install an outlet filter to achieve the requirement of wastewater particle size. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic tank outlet filter will be required. The outlet filter shall be installed per product approval stipulations. • Holes must be drilled with sharp bit and all burrs and foreign matter removed before installation. • The management plan / users manual must contain the telephone numbers of persons to contact in case of any component failure. Amend your plan and provide this information to the owner. 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 /installation/operation. 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. Sincerely, DATE RECEIVED 02/08/2001 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 " "_µ PATRICIA L SHANDORF BALANCE DUE $ 0.00 POWTS PLAN REVIEWER, IN GRATED SERVICES (715) 634 -7810, FAX: (715) 634-5150, M -F 7:45 AM - 4:30 PM PSHANDORF @COMMERCE.STATE.WI.US WiSMART code: 7633 cc: TODD MEYERS MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: TODD MEYERS Owner's Name: TODD MEYERS Owner's Address: 2636 6TH AVE E N. ST. PAUL MN 55109 Legal Description: NW-NE SEC 16 T30N R 19 W Township SOMERSET County: ST. CROIX Subdivision Name: Lot Number: 3 Block Number: NA r. S. Parcel I.D. Number: ' ma dl y Plan Transaction No.: LAND ` 34a !: Page 1 Index and title UI l D Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank :0N DENCE Page 5 Pump specifications Page 6 Management plan Page 7 System andd/ aintenance specifications (X Designer: KIM A. OCONNELL License Number: 224263 Date: — / Phone Number: 1- 715 - 755 -3145 Signature: 4 _ Version 2.2 (8/4100) Page 1 of Mound and Pressure Distribution Component Design Maximum Design Flow 900 gpd Site Information R Residential or Commercial Design (R or C) Orifice 300.00 Estimated Wastewater Flow (gpd) Diameters 1.50 Pealing Factor (e.g. 1.5 = 150%) ,;d =0125 , > =o.,: 1450.00 Design Flow (gpd) i c. 6.00 Site Slope (%) J 100.80 Contour Line Elevation (ft) - 0_::ta 17.00 Depth to Limiting Factor (in) "�= ' 0,2 "' 0.50 lwsitu Soil Application Rate (gpd/ft 10 _ U:31 J Distribution Cell Information 1.00 Dispersal Cell Design Loading Rate (gpd/ft 75.00 Dispersal Cell Length Along Contour (ft) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest nt in the distribution Y Pressure Disribution Information network? Enter Y or N E Center or End Manifold (C or E) 3.00 Lateral Spacing (ft) It N above, enter the elevation M 2 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 1.95 Estima Orifice Spacing (ft) 5.92 ft /orifice Orifice Density 2.00 Forcemain Diameter (in) 135.00 Forcemain Length (ft) Does the forcemain drain back ?l 86.00 Pump Tank Elevation (ft) Enter Y or N 6.50 Operational Head (ft) 22.02 Forcemain Drainback (gal) 16.22 Vertical Lift (ft) 67.22 5x Void Volume (gal) 2.83 Friction Loss (ft) 89.24 Minimum Dose Volume (gal) 25.55 Total Dynamic Head (ft) 31.31 System Demand (gpm) Lateral Diameter Selection 'Manifold Diameter Selection in. dia. I options choice in. dia. I options choice 1.00 1.00 _ 1.25 x 1.25 x 1.50 x X 1.50 x _ 2.00 x 2.00 x _ X 3.00 x 3.00 _ Tn3atment Tank Information Gallons/Inch Calculator (optional) 000.00 ST /ATU Capacity (gal) 800.00 Total Tank Capacity (gal) WEEKS Manufacturer 42.00 Total Working Liquid Depth (in) 19.048 gal/in (enter result in cell B48) Dose Tank Information 800,00 Dose Tank Capacity (gal) Efflu Filter Information 19.34 Dose Tank Volume (gallrn) ZABEL ____ Filter Manufacturer WEEKS I Manufacturer A100 Filter Model Number Project: TODD MEYERS Page 2 of Mound Plan View 1/6B J Observation Pipe 77 K. T p A W # B �I — I L Mound Component Dimensions A 6.00 ft E 23.32 in H [ Aft ft K 10.67 ft B 75.00 ft F 9.50 in 1 ft L 96.33 ft D 19.00 in G 0.50 ft J W 25.14 ft 450.00 (ft Dispersal Cell Area 1337.65 (ft Basal Area 6.00 (gpdtft) Linear Loading Rate 12.50 (ft) 1/66 Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 104.18 (ft) > -_ H G >� F Dispersal Cell 102.88 (ft) Lateral 102.38 (ft)-� Invert Dispersal Cell EL E .. D 1 .80 (ft) Contour Elevation 6.0 %Site Slope Shading Key Dispersal Cell Topsoil Cap — See lateral details ® Subsoil Cap a o 0 page 4 for number of ASTM C33 Sand � F laterals, size, and Tilled Layer v 0.5 ft Typical Lateral spacing. Laterals are Aggregate v centered in the AxB �— A Distribution cell. Project: TODD MEYERS Page 3 of Lateral Layout Diagram s centered over nston = Turn-up Wball valve orcleanoutp4ug P AN laterals are _' ,ticai IF X — > I Holes drilled on the bottom of the lateral equaliq spaced S Face Blab con eilio l %ma tee Or MSS to maWOld at illy p01"l- Latetals & force main of PVC Sch 40 (per COMM Table 54.30 -5) Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 1.98 ft Lateral Length (P) 73.26 ft Orifices per Lateral 38 Lateral Spacing (S) 3.00 ft Orifice Density 5.92 ft Lateral Flow Rate 15.65 gpm Manifold Length 1 3.00 ft System Flow Rate 31.31 gpm Manifold Diameter 1 2.00 in Total Dynamic Head 25.55 ft Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and —� Comm 16.28 WAC Disconnect 4 in. min. Tank component is properly wilted Alternate outlet location Forcemain diameter WEEKS Manufacturer 2 in. Capacity 800.001 Gallons —� Volume 19.340 gal/inch Weep hole or anti- Dimension Inches Gallons B siphon device A 26.75 517.36 B 2,00 38.68 C Pump off elevation (ft) C 4.61 89.24 186.67 D 8.00 154.72 D Total 1 41.371 800.00 Ilk ose tank elevation (ft) 86.00 Alarm Manuafacturer I SA. ELECTRO SYSTEMS Alarm Model Number H -101 Pump Manufacturer I Goulds Pump Model Number I WE0511H � T ~~ Pump Must Deliver 31.31 gpm at 25.55 ft TDH Project: TODD MEYERS Page 4 of Curves �OGEL ? SIZE 3A" S ,)I ds wE 1:H N w E 1 Gr1 - � wE01r1 -- r• .J 10h wtwm 1 _ 10 70 00 SYi +r m•R1 CAP r►, n�'T••.•wJ* ','�r1'T .uv. 1'. 41.'1,. �.�IJLC PUt,lPS. Irk` METERi fit I 44 1,•r ~ wECloI1M - I I r r ' -T 7 1 - — I 0 10 20 iD O0 G Y M 0 10 _ . , r0 m'/h CAP�C�! I • 1V" QQwm pwnp/, IM. 1064 � 11�' Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code 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 be disposed of in accordance with NR 113, Wis. dm. Code. The operating condition of the septic tank and outlet fitter shall be asses least once every 3 years by inspection. Th outlet filteer hall be cleaned as necessary to ensure proper operatio The filter cartridge be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If thi equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flc impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceed liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shal the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify prope operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be s mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maint on the mound is not recommended since soil conpaction may hinder aeration of the infiltrative surface within the mound and snow com the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched for f protection. Influent quality into the mound system may not exceed 220 mg/l- BOD5, 150 mg/LTSS, and 30 mg /L FOG. Influent flow may not exce maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be accumulated solids at least once every 18 months. When a pressure test is peformed n should be compared to the initial test when the was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the disc Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and an above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82-84 Ws. Adm. Code, and shall maintained in accordance with its' comporn (SBD- 10572 -P (R. 6/99)] and local or state rules pertaining to system maintence 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 tanl abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWT S components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openir for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or Sul failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device t accidental or unauthorized entry into a tank or component. owl Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repai 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, lt will be repaired or replai present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintence of this system should be directed to your esigne county zoning r health inspector. Page 6 of ` 7o -I l �(s) Ztf-- - 325 . Mound System Specifications Owner's Name TODD MEYERS Designer's Name KIM A. OCONNELL Sanitary Permit Number Design Flow - Peak (gpd) 450 Estimated Flow- Average (gpd) 300 Septic Tank Capacity (gal) 1000 Soil Absorption Component Size (ft) 450 Type of Wastewater Domestic _ In ffluent Limits Se tic Tank Pump Tank Dispersal Design Flow - Peak (gpd) 1000 450 450 Maximum Influent Particle Size (in) NA NA 1/8 Maximum BOD5 (mg/L) NA NA 220 Maximum TSS (mg/QJ NA NA 150 Maximum FOG (mg/L)l NA I NA 30 Service Frequency Septic Tank Inspect and /or service once every 3 years Outlet Filter Should inspect once a year and clean once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System I Laterals flushed and pressure tested once every 1.5 year Mound In on every 3 years Other Lateral Turn -up Detail .. 6" Diameter Lawn .......... Finished Grade Sprinkler Valve Box Threaded Cleanout Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Bends Same Diameter as Lateral Project: TODD MEYERS Page 7 of o l k i / i � -4 1 Ai-4 I V , "2.,28 Wisconsin 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 not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Low, s. 15.04 (1) (m)). Property Owner Property location Govt. tot 1/4 1/4 S T N R Property Owner's Mai ing Add ss w# 1 131 SuW. Name or CS '::� -,Z- W 7 I city State Zip Code Phone Number ❑ City ❑ Village fo Town Nearest Road ® New Construction Use: IN Residential / Number of bedrooms Code derived design flow rate G5� GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable ft. General comments and recommendations: Boring # El Boring 19 Pit Ground surface elev. hS- ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff In. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 n Boring # Boring ft. Depth to limiting factor in. - pit Ground surface elev. , �3s � A Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF In. Munsell Qu. Sz Color Gr. Sz. Sh. •Eff#1 •Eff#2 • Efflueft #1 = BOD > 30 220 mg& and TSS >30 150 mgtL. ' Effluent #2 = BOD _< 30 mg& and TSS 5 30 mg& CST Nameplqa6a Pri Sign" r CST Number Address Da Evaluation Conducted Telephone Number 1 Property Owner Parcel ID # Page.of s� Boring# ° Bonng pit Ground surface elev. 24�2, ft. Depth to Hmiting facto in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDM In. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 9 J F-1 Boein # ° Boring C1 Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture SMicture Consistence Boundary Roots GPDM In. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 I E Boring # Boring ❑ pit Ground surface elev. % Depth to limiting factor in. Soil Application-Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM In. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'Effff1 'Eff#2 • Effluent #1 = BOD, >.V < 220 ffV& and TSS 21-30 < 150 mg/L ' Effluent #2 = BOD, < 30 mglL 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. sewsw tR.�noo> 04f`�� : o eaJLxl /��k /OD S �/ J �= �6 SC�9lr l usz W ' l j �, __ __ __ _ _ _ �', � _ _ __ - � _ ;.- ST CROIX COUNTY St:f'1 ANK MAINTENANCE ACRZEMENT AND OWNCiRSHIP CERTIFICATION FORM Own er/Suyer 2 2DD j i AM M& o tj 5eMJ Mailing Address 2G3tf. Co Afl /N, 57 APAW J S.5' 7 Y Proncrt Address CJ' (Verification r.gwred from Planning Ocparrment for new construction) City /Stale -sar7 /-50'r _ VVx hrcel Identirication Number ' LEG DFSCRIFTION Property Location 11M ' /., ' /., Scc. ��, T_, _N -R q W, Town, of Suhdivision _ - -_ Lot # Certified Survey Map # ��Y,� � � Volume � [_,�, page 4 ,:3 "/ Warranty Deed _ ...... Volume , Page # Spec house C yos no Loi lines identifiable A ycs n no YSTF A NTENANCF, Improper use aria maintenance of your septic syvcm could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the sep(,C tank teary throe yeArs or sooner, if needed by a licensed purnper. Whet you put into tale sysicm can affect the function of the scpttc tank as a treatment stage in the waste disposal system. The property owner ag.rocs in stibnm io Si. Croix Zoning Dcrartrnent a certification form, signed by the owner and by a nlnsicr p.lumhcr,a ourr,eynlan pl%miber, re5tncw<I i)iurl)IKr yr a liccnscclpurnper vitrifying that (I) the Jn-site w astewa r cr disposal System is in proper operating condition aiwjw (2) alter tnsrcction and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I /we, the undersigned have read the abc% requirements and agree to maintain the private sewage disposal system with the standar:rs set forth, herein, as sct by the Dcpartmcnt of' i — ni lrneri;c and the DepanmentofNawral Resources, State of Wisconsin. C ?rtifttat!un wsiaiiu ihm your has bcc rl 11m1111;W!"I,t inns; he cnnirlctc:f and returned to the Si r'roix County Zoning Office wit ,tn ?0 days of the three ycotr cxpiralion dxtc. SIGNATURE OF APPLICANT DATE { Lµ'NE , R- C&RTTFI " i (we) certify that all siatcments an this furni are trnic to the best of my (our) know1ccige I (we) am (are) the olcnerts; :,f the property deacribcd ahove, by virn,ac of ;t v , �rranty doed recorded in Register of Dccds Office. 2-7� l r 6/ SIGNATURE Or "APPLICANT DATE "" ••• Any information that is mis- repr(; scntcd may resuli in i�)c rani Lary permit being revoked by the zoning Department, " "'• Include with tl.tis applicodon• 1 atan1PCd warranty decd from the Register of Deeds office a Cory of the certified survey map if reference is made in the warranty deed Vc!- .1519 559 STATE BAR OF WISCONSIN FORM 2. 1998 624941 /'' WARRANTY DEED KATHLEEN H. WALSH Document Number REGISTER OF DEEDS This Deed, made between Lee Stenzel and Mary Beth Stenzel, ST. CROIX CO., WI husband and wife RECEIVED FOR RECORD 06 -16 -2000 9:30 Ail Grantor, and Todd H. Myers and Andrea L. Myers, EXEMPT ers, husband and wife EXEMPT DEED N CERT COPY FEE: COPY FEE: TRANSFER FEE: 135.00 RECORDING FEE: 10.00 Grantee. PAGES: 1 Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin: Recording Area Name and Return Address First Federal Savings Bank LaCrosse 201 So. Second Street Hudson, WI 54016 032 - 2033 -60 -100 Parcel Identification Number (PIN) This is not homestead property. (k* (is not) Part of the NW' /. of NE %4 of Section 9, Township 30 North, Range 19 West, St. Croix County, Wisconsin described as follows: Lot 3 of Certified Survey Map filed June 7, 1999 in Vol_. 13, page 3661, Doc. No. 604523. TOGETHER WITH an easement for ingress and egress over the 66 foot road easement as shown on Certified Survey Map. Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this 15th day of June 2000 . Lee tenzel ` . a et enzel AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) Signatures) !�_� `! ) ss. ST ( /YJ Y County. ) Personally came before me this 15th day of authenticated this day of June 1 2000 the above named Lee Stenzel and Mary Beth Stenzel, husband and wife TITLE: MEMBER STATE BAR OF WISCONSIN. (if not, �r �� h (J ; "(r' to me known to be the person(s) who executed the foregoing �/C 1 j same. nt and acknowledhe s authorized by § 706.06, Wis. Stats j same. THIS INSTRUMENT WAS DRAF3'ED U {' Attorney David J. Estreen REEN 304 Locust Street, Hudson, WI 54016 r Notary Public, State of Wisconsin - -I � c� (Signatures may be authenticated or acknowl �etf T are G O a MY Co mmission f a en[.�t, state expiration date: necessary.) �' FOF B4 1W _ ) *Names of persons signing in any capacity should be typed or printed below their signatures WARRANTY DEED STATE BAR OF WISCONSIN FORM N.. 2-1999 INFORMATION PROFESSIONALS COMPANY FOND DU LAC, WI 800-655-2021 SITTPI,AN FOR Bearings referenced to the East line of Lot ROLLAND BUILDERS three ( 3 ) of that Certified Survey Map filed AND in Volume 13, Page 3661, previously TODD & ANDREA MEYERS recorded as and mourned to bear Located on Lot 3 of Certified Su rvey Map in S00 43'57 'W, Volume 13, Page 3661 of Certified Survey Maps ill the St. Croix Count y R Sister inter of Deeds. Said map being located in the NW Y. of the NE 1'a of Section 9, T30N, R19W, Town of ( I y Somerset, St, Croix County, Wisconsin, l � o � l � O -. C rn m W N 9' 06 W 300,00 1 IRON PIPE r� 1 37OiWNE 267.00 4f d> r ? lA A OF LOT 3 ARE TOODdANDREAMEYER8 �86.00Z i 1• IRON PIPE Q- I WET D i S Vr I N C3 y � w O WI UNFLLING WIATT GARAGE �r a Aw IL W R AS STAKEO ON 01110!01. 1 w a A Scale 1" = 80' m z x a NOTE, • no new lots have been created 71te purpose of T' IRON PIN this mop Is to show the 2 r location 0(the proposed ti I dwtlliq to be built on this property. No monuments LOT 3 OF have beta placed except few CERTIFIER SURv y MAP the 7' 1101 pins that wen w for hue lies to the Southerly VOLUME 13, PAGE 3081. lint or the dwellin 33.00 67 Q V IRON PIPF f N 89'06'26" W 300.00 ------� 1 N 1, Joseph W. Granberg, Registered Wisconsin land surveyor, hereby certify that by J ft FICHMOND the direction of Todd 8c Andrea s wl Meyers and Rolland Builders I have staked mW marked the 4'O $ dwelling as shown hereon. PREPARED BY: �i�iG411llERG VRVIt'YfNG 1239 C,T.H, "E" NEW RICHMOND, WJ. 54017 PHONE ( 715 ) 246 -7529 JOB N0, U1 -002 • 0 101 �.� E) 1