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032-1001-90-050
Parcel #: 032 - 1001 -90 -000 02/01/2010 08:53 AM PAGE 1 OF 1 Alt. Parcel M 01.31.19.13A 032 - TOWN OF SOMERSET Current ❑ ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 09/24/2009 00 09 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - GRUBBS, WILLIAM A & MARGARET I WILLIAM A & MARGARET I GRUBBS 2348 80TH ST NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description ` 2348 80TH ST SC 3962 NEW RICHMOND SP 1700 WITC Legal Description: Acres: 20.000 Plat: N/A -NOT AVAILABLE SEC 1 T31 R1 9W 20A N1/2 NE SE Block/Condo Bldg: Tract(s): (Sec- Twn -Rng 401/4 1601/4) 01-31N-19W Notes: Parcel History: RETIRED 2009 FOR 2010. CSM 24 -5657 TOOK Date Doc # Vol /Page Type ALL, CREATING 2 LOTS. LOT 1 IS 05/12/1998 578892 1322/364 QC 032 - 1001 -90 -010 (13A -10) & LOT 2 IS 07/23/1997 446/433 032 - 1001 -90 -050 (13A -50) NO REMAINDERS. 2009 SUMMARY Bill M Fair Market Value: Assessed with: 21 381,500 Valuations: Last Changed: 11/03/2008 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.000 48,000 204,200 252,200 NO PRODUCTIVE FORST LANDS G6 17.000 68,000 0 68,000 NO Totals for 2009: General Property 20.000 116,000 204,200 320,200 Woodland 0.000 0 0 Totals for 2008: General Property 20.000 116,000 204,200 320,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 sconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix ` Safety and Building Division INSPECTION REPORT Sanitary Permit No: 515188 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: Grubbs, William I Somerset, Town of 032- 1001 -90 -050 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range/Map No: /LYI YK I C,5T 01.31.19.13A50 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER r ,� CAPACITY STATION S / HI FS ELEV. Septic ` �� y. $ /Gab Benchmark 7' t 6 ✓�� / . J ✓ Dosing r Jr 6 /_ BM *' , , � r �, Q b f v Bldg. S er �..-t. / O ( - 1 1 . 6 k, I- Holding U St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 7.6 165 5# t7 Dt Bottom * ' 13 9' Dosing Zt�� L: Header /Man. S b% / • #4 � Aeration Dist. Pipe Holding Bot. System Final Grade 7 L •7f 9r 79 � �3 PUMP /SIPHON INFORMATION Manufacturer Dem and St C ver ! * , q , • Model Number c. c) / / 5Z• 3 .3 Lati �O. $ 9S. 3S TDH Lift // a Friction Loss System Head TD /• Z• x,25 - Forcemain Lengt Dia.. of I Dist. to Well SOIL ABSORPTION SYSTEM BEDITRENCH Width r Length No. Of PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS > '7S W � — -- --1 SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of S em: &. �3Z //1 UNIT Model Number. ffl J / /V pr' DISTRIBUTION SYSTEM A1 r4L Header/Manifold" Distribution �� r x Hole Size x Hole Spacing Vent���tttQQQ Air Intake -7 Pipes) / 017U �/ Lengt Dia Lengt Dia / 14!� Spacin ,v SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only l Depth Over Depth Over xx Depth of xx Seeded /Sodded xx hed11 Bed/Trench Center J� / / Bed/Trench Edges Topsoil / Yes No I .Yes Q No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: -7/ Z d / 16 Inspection #2: "````/ 111111 / Location: 2350 80th Stre ew Richmon//d��,,WI 54017 (NE 1/4 SE 1/4 T31 N R19W) NA Lot 2 4 e ak — . Parcel No: 01.31.19.13A50 1.) Alt BM Description = �"� C PIQ� Bldg sewer length = S � P /Oci mount of cover = wired? ❑ Yes No 2Z additional information. Date Insep is Sign ure Cert. No. Safety and Buildings Division City N VItamonsin 201 W. Washington Ave., P.O. Box 7162 S % , Madison, WI 53707 — 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608)266 -3151 5 F3 Sanitary Permit Application '�°� Number O In n000sd with Comm 83.21, Wis. Adm. Code, personal information you proviso ]:?32(ajq may be used for scootdwy purpases Privacy Law, sI5.04(lXm) rG� Pfojoct Address ffiliffacut than mailing address) L Application Worn►ation - Please Print All Wormer V G I Z35 O 196 Property s Name OC QZ Blo ck # L L 14 nA 2 u ry ^,,��,G °FF ---, Property Owner's Mailing Address NN 1NG -W—y Z 3 4 DoT � s% Ne5 c 46 Secti City, State Zip Cede Phone Number IV rCl�t� /dIoAii7 kv. ��(J�7 �i L���39 � T31 N. R o f 1 � ) IL Type of Building (dieck aB that apply) O qS Qd a 1 or 2 Family Dwelling — Number of Bedroom subdivision Name CS Number ❑ Pubh'c/Commeroial — Describe Use �7 ❑Si de Owned - Desc Use / //1 ❑CiV_❑Vr.M pI Town hipof J IIL Type of Permit: (Check only one box on line A. Complete line B if applicable) A' 10 N�yt 0 Replacement System ❑ TmatmcnVMdmg Tank Replaoeasont Only ❑ Odier Modifiostion to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Trans&x to New List Previous Permit Number and Date Issued Before, Expiration Plumber Owner I I 4� L (. / U IV. Type of POWTS System: echeck all that R ipply) ❑ Non - Pressurized in -Ground ❑ Mound 24 m. of suitable soil UrMound <24 in. of suitable soil ❑ At -Conde ❑ Single Pala Sand Filter ❑ Constructed Wetland ❑ Pressurized in Ground ❑ Holding Tank ❑ Peat Filter ❑ Amino Treatment Unit ❑ RecuouhAing Sand Filter ❑ / Recycadating Synthetic Media Filter ❑ imobing Chamber ❑ Drip Liao ❑ Gravel -kas Pqx ❑ Other (explain) 1 5 544 Ls / V. DispersalfIrreat went Area Wormatfon' Design Flow (gpd) Design Soil Application Dispersal Area Required ( Dispersal Area Proposed ( System Elevation s o o, 6 o ✓ Aso 79 �/ 9?� ;? .� VL Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units L / Concrete Constructed Blass Tedcs T a ry / V (fir Septic or Holding Talc f Ol� / o0 0 1 . Aerobic Tmannent Unit ! L MB4 Cbember g ©� O0 l C G l� s VIL Respnngibility Statement- L the andarsigoed, assume responsibility for imtalMtlan of dw POWTS shown as the attached phma. Plumber's Name (Fria'). Plum 's ignapae WM RS Number Business Phone Number r— J c cn�r�r 0 2 3 ?6() Plumber's Address (Street, City, State, Zip ) vIIL /De cut use only ad Sanitary PermitFee (includes davater D q Issuing t Si Surcharge Foe) / % 1 ❑ rven Reason for nia V �•{y DL Conditions of Approv"tessons for Disapproval SYSTEM OWNER: 1. Septic tank, effluent filter and dispersal cell must all be ser vices / maintained "` as per management plan provided by plumber. ��� /� a �- j j p (" G✓ � 2. AN setback requirements must be maintained as per applicable code / ordinances. WG kf4 ..J5 M �,.QG �;& pe rtJ� Attach coasplats phm (to t►e Couty aety) far the system on paper set hu dwa SM x 11 iaobes m slse / ~BD-6398 (R. 01/03) r P PL Page 8 - -- = RD _ �© � Z 7 4feuNw /00� 2'` ►tit �i ik 64Lta,,' iB LANE n4 N 05 c k oc 1000 GALLc,J 5,77 . VLJlrit POLY eoir SAS 5041 - PRoFb��� 3 8�v2oer�► Nees E ♦ - " Z d V C P llE Bid tL. _ 9 TO ► Z'' rjVC vE 0,44 ® ACKHEE P I TS � CIs ct7 vz g612FS PAG b � z . ■ ' y 7 �'� LOT LICE DIQ�W IN F( " OkAWM) C� J W) LC14AA Gi�ct►$65 rz �) two RiC HM CAJO 'S'LvjteesS� 7' LtJT •�Yc�z s ' � E /L( Cy, 7 1 N , R 111 V) v�l v, s 2- 2 7 C- C P LOT I LA N Page R3 _ Z1, y 7' /00 z ' 6c.E $OQ G A L � LINE ipOSe / - - ly %o /0 0 o GALL-Qi.l - S�T. Wire+ P oly [ai 5; s SC4L6 i r wj-N eAil i:urEe - -- - PRoO 666 Nous A BNB rt. = /CD -DO` Top pVC PIPIE - ACI $M tC• = 99.Z7 '10P o,= Z'' JV,1 rIwE 8ACKH06 PI w �'RbGcs Co #jrwW LIIV F CL. = `79.4O - - 15 LL S LOPE = /t/4 12. f}C2c-S &-CE CSh2� g PA-6,c g t AST LET [ ey N tw ,C 14M Q u W T s yo, 7 ���.n�,es�`r W-r •5 s �G L; E'��, �y, T�1 N , �' ►°� ?�10,s ZZ 6 Safety and Buildings 10541 N RANCH ROAD commerce.w{.gov HAYWARD WI 54843 Contact Through Relay i sconsin www.wisconsin.go isco n sin.go iscosin.gov Department of Commerce Jim Doyle, Governor Richard J. Leinenkugel, Secretary October 27, 2009 CUST ID No. 223760 ATTN: POWTS Inspector JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 586 VALLEY VIEW TRAIL 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/27/2011 Identification Numbers Transaction ID No. 1732614 SITE: William Grubbs Site ID No. 752772 80th St Please refer to both identification numbers, Town of Somerset, St Croix County above, in all correspondence with the agency. NE 1/4, SE 1/4, S1, T3 IN, R19W FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 1246546 Maintenance required at least once every 3 years; 450 gpd flow rate; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), and Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /01) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Dept. per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD- 10691- P(N.01 /01). • This system is to be constructed and located in accordance with the approved plans and with the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0" SBD- 10706 -P (N.01/01). • Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. 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. JOHN F SCHMITT Page 2 10/27/2009 The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 - Balance Due $ 0.00 Leroy G. Jabs e oy G ky, LPSS POWTS Wastewater Specialist WiSMART code: 7633 Integrated Services Bureau (715)726-2544, Monday, 7:00 a.m. To 3:30 p.m. leroyjansky@wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544, Monday, 7:00 A.M. To 3:30 P.M. MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Grubbs Mound Owner's Name: William Grubbs Owner's Address: 2348 80th St. New Richmond Wisconsin 54017 Legal Description: NE1 /4, SE1 /4, S1, T31N, R19W Township: Somerset County: St. Croix Subdivision Name: CSM V 24 P 5657 Lot Number: 2 Block Number: Parcel I.D. Number: 032 - 1001 -9 0 -000 Plan Transaction No.: 1 4 P.O.W. T.S, Page 1 Index and title C0nditionall Page 2 Data entry Page 3 Mound drawings A V P R OV ED Page 4 Lateral and dose tank DEPARTMENT OF COMMERCE Page 5 System maintenance specifications DIVI ►ON OF SAFETY AND BUILDINGS Page 6 Management and contingency plan Page 7 Pump curve and specifications ge 8 Plot Plan SEE G RRESP DEN, Page 9 CSM Page 10 Effluent Filter Information Page 11 Soil Evaluation Designer: John Schmitt License Number: MPRS 223760 Date: 10/19/09 Phone Number: 715- 760-0486 Signature: 4 Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706 -P (N. 01/01) Version 6.0 (R. 04/08) Pagel of 11 Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater. Flow (gpd) Table 83-44 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of <= 36 inches. 450.00 Design Flow (gpd) 14.00 Site Slope ( %) 98.40 Contour Line Elevation (ft) 20.00 Depth to Limiting Factor (in) 0.60 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 75.001 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.001 Dispersal Cell Design Loading Rate (gpd /ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (C or E) C Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation fl 4 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) 2.50 Estimated Orifice Spacing (ft) = 7.50 ft /orifice 2.00 Forcemain Diameter (in) 100.00 Forcemain Length (ft) Does the forcemain drain back? Y 90.00 Pump Tank Elevation (ft) Enter Y or N 3.25 System Head (ft) x 1.3 16.31 Forcemain Drainback (gal) 4 9.33 Vertical Lift (ft) 67.32 5x Void Volume (gal) 3.20 Friction Loss (ft) 83.63 Minimum Dose Volume (gal) 0.00 In -line Filter Loss (ft) 39.32 System Demand (gpm) 1177 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 1.50 x 1.25 x 2.00 x x 1.50 x x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.001 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Week,s IManufacturer gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (gal) JPoIyLok Commercial IFifter Manufacturer 21.76 Dose Tank Volume (gal /in) 525 Filter Model Number Weeks =Manufacturer Project: Grubbs Mound Page 2 of 11 Mound Plan and Cross Section Views 0 t3: :o: J FK . . . . .' • ' Observation Pipe {;; ;tis• 5 ... • • A W •B f - I L Mound Component Dimensions A 6.00 ft E 26.08 in H 1.00 ft K aft ft B 75.00 ft F 9.50 in z 17.92 ft L ft D 16.00 in G 0.50 ft J 5.55 ft W 450.00 (ft Dispersal Cell Area 1 1794.18 (ft) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 1 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.53 (ft) —� 2 I F :: 100.23 (ft) Lateral 99.73 (ft)-1 — invert Dispersal Cell Dispersal Cell :D t Elevation E .... . . �, 4 98.40 (ft) Contour Elevation 14.0 % Site Slope Geotextile Fabric Cover Shading Key $' , T_ Dispersal Cell See lateral details on 10 _ Topsoil Cap °• 1.5 ft • • Page 4 for number, size, Subsoil Cap and spacing of laterals. '�•'''''� Laterals are equall '•:':' --- ASTM C33 Sand • F q y ® Tilled Layer c 0.5 ft Tl mil_ ,_• spaced from the n5 :� :� :� Aggregate er c distribution cell's * centerline in the A distribution cell (AxB). Project: Grubbs Mound Page 3 of 12 Center Connection Lateral Layout Diagram Force main connection via tee or cross to manifold at any point. Laterals are identical i P s A •= Turn- up%Wballvalve or I+X —>1+02 02� Laterals& force main of PVC Sob 40 cieanoutplug per COMM Table 84.30 -5 Holes dried on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 36.69 ft Orifices per Lateral 15 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 ft /orifice Lateral Flow Rate 9.83 gpm Manifold Length 3.00 ft System Flow Rate 39.32 gpm Manifold Diameter 2.00 in Total Dynamic Head 15.77 ft Forcemain Velocity 4.02 ft/sec Dose Tank Infonrnation Locking cover wft warning and locking device and sealed watertight Electrical as per NEC 300 and —10 Comm 16.28 WAC Disconnect 4 in. min. Tank component is properly vented F — Aftemate outlet location Forcemain diameter Week,s Manufacturer 2 in. Capacityl 800.00 Gallons Volume 21.76 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 20.02 435.66 B 2.00 43.52 C Pump ump off e levation (ft) C 3.84 83.63 90.91 D 10.90 237.18 D Total 1 36.761 800.00 � Dose tank elevator (ft) 3" Bedding unZrer tank. L 90.00 Alarm Manuafacturer I Se tronlcs Tankmate Alarm Model Number TM -1 Pump Manufacturer JZoeller Pump Model Number 152 Pump Must Deliver 1 39.32 gpm at 15.77 ft TDH Project: Grubbs Mound Page 4 of 12 Mound Svstem Maintenance and Operation Specifications Service Provider's Name John Schmitt ] Phone 715- 760 -0486 POWTS Regulator's Name St. Croix County Zoning Phone 715 - 386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 ml- Service Freauencv Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Moundl Inspect for ponding and seepage once every 3 ears Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished •������������• •�������������• Grade 6-8 Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve ..... ...... i Distn b ution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Grubbs Mound Page 5 of 11 r Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01/01), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD - 10706 -P (N. 01/01)) and local or state rules 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. Septic or pump 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 a tank or component. 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. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet finer shall be cleaned as necessary to ensure proper operation. The finer cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the finer when removed from its enclosure. If the 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 sludge and scum 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 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 of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Puma Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper 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 seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since sal 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 as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS, 10 mg/L FOG, and 10 cfu /100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specked 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 flushed of accumulated solids at least once every 18 months. When a pressure test 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. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. 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 proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall 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 or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Page 7 . TOTAL DYNAMIC HEAD /CAPACITY HEAD CAPACITY CURVE PER MINUTE EFFLUENT AND DEWATERING MODEL 152/153 MODEL 152 153 50— -- Feet Meters Gal. Liters Gal. Liters 153 5 1.5 69 261 77 291 12 40 152N 10 3.1 61 231 70 265 15 4.6 53 201 61 231 = 20 6.1 44 167 52 197 8 25 7.6 34 129 42 159 30 9.1 23 87 33 125 f— 20 35 10.7 -- -- 22 85 40 12.2 -- -- 11 42 4 Lock Valve: 38.0 Ft. (11.6m) 44.0 Ft. (13.4m) • 014608 0 10 20 40 60 80 100 GALLONS LITERS 0 80 160 240 320 6 1/4 3 27/32 4 5/8 FLOW PER MINUTE CONSULT FACTORY FOR SPECIAL APPLICATIONS 3 27/32 • Tuned doskV panels avalllable. 4 Electrical abmators, for duplex systems, are available and supplied with 3 27/32 an alarm. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik -Box available for outdoor installations. See FM 1420. • Over 130•F. (54•C.) special quotation required. 1521153 Series 12 1/8 MODELS Control l Selection Model Vohs -Pb Mode Amos Simplex Du lex N152 11 1 Nan . 1 2or 3 BN152 115 1 Auto 0.5 = kiduded 2o,3 sK2os4 E152 230 1 Non 4.3 1 2 or 3 SE152 230 1 Auto 4.3 Included 2 or 3 N153 115 1 Non 10.5 1 2 or 3 6N153 115 1 Aub 10.5 kickided 2or3 SELECTION GUIDE E153 230 1 Non • 53 1 2 or 3 BE1531 230 1 9; � 5.3 1 klduded 1 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FMO477. a CAUTION 2. See FM0712 for correct model of Electrical Alternator E-Pak. AN installation of controls, protaction devices and wiring should be done by a qualified 3. Variable level control switch 10-0225 used as a control activator, specify duplex (3) lice elecoicim All electrical and selety codes should be followed including the most recent National Electric Code ( NEC) and the Occupational Safety and Ninth Ad (OSHAG or (4) float system. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. PAIL T0: P.O. BOX 16347 I ouisvilk, Ky 40256-0347 i4anulaclurers o/.. sw T0: 3649 Cara Run Road , . 0 // Louisville, KY 40211.1961 Quwrr P uuvo S,vcE /939 r hVpYAvwwsoeUer.com (502) FAX (502) 7743624 0 Copyright 2001 Zoeller Co. All rights reserved. nM. V • V BEARINGS ARE REFERENCED TO THE EAST z LINE OF THE SEt /4 OF SECTION 1, BEARING page ge S00°07'37`W. (ST. CROIX COUNTY GRID) (- �COODD dlQ[n1D G�CIQ o o �� W z ------------------ m m� D dOO 4 d04 9 0 d04 9 I d04 9 - - - -- —' N00'1MNE661.02' - - -- — o - -- - - - -I m 34.23 2 08 209.10 209.10 — m WEST LINE OF THE X 7� m z ro 0 -0 NEIA OF THE SE1 /4 I m p C z F �g Z �$- C � Cn g �o .A m N p r) I I� M O j Z w D tNi� ppoo I ICS m �� �m 250 ® O I i� N �p Z I v mm O 111 � �x � I O ; `� - n� a I ?;E / Z r I m m N i AI m 1� =C 2m 10= i j0 i�0>aoSE� ml ��� ��v ;0 �c ` Q Q Z 1 P40U5C I �i�R O x 9p . cl� I r i NOO 490.71' x 0 Co A C p O C A 0 r >rI I m s HE� s us G tio , o m - Z �jj .ii sF Z z r. m m >C ( t7 Z r O� Z I� m A p ' �. m Z ' 'm om W 3333 Z m �i i co C n 4A - r 0 m X_I� m D $ �'O -1 � v Cl) � cA z`�' li mpe g I fi � al mZ z I Im 0 p '^ M O N A I I m I 0 ITS I I I I I �C s r 111, I � W i Soo. °09'1SW 1.05' V 737 .� SOO°07'37"W 659.48 104.05' 2 .+ 64. m 96' - 594 $ m — S00'07'37 W d 98' 1981.58'' — — D Q 594.50 RR ftv m Cl) �� TM STR [ S 7•{� 6 EAST LINE OF THE SE1 /4 m 6B 08 m A A A M 1 of 3 SHEET 1 OF 3 SHEETS .. . Vol. 24 Page 5657 PL -525 Effluent Filter - Effluent Filters.: Polylok Inc. Page 10 Made in the U.S.A. Polylok Inc. 3 Fairfield Blvd, Wallingford, CT 06492 Caw To# Free: 888 - 765 -9565 Emall: polylok.com ................ .... ... ......... ... ......... .... .... .. ..... .._.. _..... .._....... ........ __. ......_...___ .......__.._. _. _....... .... ............... ...... You are Here: Home > Product Details EFFLUENT FILTERS Raising the bar in filter technology ., ® NEW A060YJT ApptJOATIOM PL-525 Effluent Filter PRODUCTS BY POL.YLOK Description Effluent Filters POL*MK- Polylok, Inc is pleased to add its new commercial filter to its existing line of quality effluent Extend S Lo kTM filters. The PL -525 is rated for over 10,000 GPD (Gallons Per Day) making it one of the f -- & Rim Covers largest commercial filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the _ Polylok PL -122, the new Polylok PL -525 has an automatic shut off ball installed with every (DlStrltflltlon Boxes and filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank No other filter on the market can make that ' Accessories claim! -- Pumps, Basins, Pump Stations Ordering Information © Request a Quote ® Related Products and Step Systems .__.----- -- __— _-- -------- ___._. - -- __._ Seals f Baskets Features Baffles, Sanitary Tees 3 Gas Deflectors Rated for 10,000 GRID (Gallons Per Day) 525 linear feet of 1/16" filtration Reber Spacers Enlarge for details Accepts 4" and 6" SCHD. 40 pipe — Built in Gas Deflector Handles and Receivers Automatic shut -off ball when filter is removed — Alarm accessibility Signs Accepts PVC extension handle — Landscape / Drainage Products The PL -525 Effluent Filter should operate efficiently for several years under normal -- - -- conditions before requiring cleaning, It is recommended that the filter be cleaned every time Form & Clamps the tank is pumped or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing Butyl Sealants should be done by a certified septic tank pumper or installer C Accessories Maintenance Instructions: -- Pressure Filters 1. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. Filter and O n s ite Acc essorie s 3. Do not use plumbing when filter is removed RebaFLok and CMU 4. Pull PL -525 out of the housing. Accessories 5 Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filter cartridge back into the housing making sure the filter is properly Rebar Safety aril ID Cap aligned and completely inserted. _ 7 Replace septic tank cover. PL -525 Installation: Ideal for residential and commercial Technical Specifications waste flows up to 10,000 Gallons Per Day (GRID), Installation Instructions: -- -- Related Products 1. Locate the outlet of the septic tank Pump, Filter and Sump Basins 2. Remove tank cover and pump tank if necessary. I 24" x Al a Ri Filter 3. Glue the filter housing to the 4" or 6" outlet pipe. If the filter is not centered under Fifter Panel and Smartitter Control Switch the access opening use a Polylok Extend & Lok or piece of pipe to center filter. 4. Insert the PL -525 filter into its housing 5. Replace the septic tank cover. - - -- Promotions PL -122 Effluent Filter Poly IV High Pressure Boot Seal Contact Us for Pricing 888 - 765 -9565 (Accepts 4" Pipe) Riser Safety Screen 20" and 24" Downloads Stacking Slab Bolsters PL -525 Testing Results Technical 5pecificdtions YGet Acrobat Reader Download CAD Drawings New Products Charcoal Filtration Device Stacking Slab Bolsters New 1 "Locking Wheel Chair for Wire - #5 Bar hup://www.polylok.com/products 10/18/2009 0 PAin 48 1 consin SOIL EVALUATION REPORT _ #1611 Deparbrlent of Commerce in accordance with Comm 85, Wis. Adm. Code _ Page 1 of 4 Division of Safety and Buildings Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County $t. CrOa 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. 032 - 1001 -90 -000 , / 3A Please print all information. Revi By � Date Personal information you provide may be used u (Privacy Law, s. 15.04 (1) (m)). ! Z O Property Owner Property Location � Grubbs, William Govt. Lot NE1 /4, SE1 /4, S1, T31N, R19W Property Owners Mailing Address Lot # Block # Subd. Name CS 2348 80th St. na CSM V1322 P 364 City State %CXMR0ttL , . E E] City ❑ Village ®Tovm Nearest Road /t/a A"2114. New Richmond WI 54017 Somerset 80Th St. F ® New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Glacial Drift (Santiago Series) Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a mound system. System elevation is 99.73' based off contour line established at 98.49. Depth to limiting factor is 20 ". Slope of area is 14°x. Boring # ❑ Boring ® Pit Ground surface elev. 98.70 ft. Depth to limiting factor 25 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 -5 10yr3 /2 none SO 2mgr mvfr a 2c,2f .6 .8 2 5 -21 10yr5/3 none sl 2msbk mfr gw 2f .6 1.0 3 21 -25 7.5yr4/4 none sl imsbk mfr gw if .4 .7 4 25-43 7.5yr5/4 c2d 10yr6/6 sl Om mfi gw - - - - -- .2 .6 10yr6/1 5 43 - 74 7.5yr4/6 c2d 10yr6 /8 sl Om mfi - - -- - - ---- 2 6 10yr5 /2 Boring # El Boring ® Pit Ground surface elev. 98.70 ft. Depth to liming factor 25 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 '012 1 0 -6 10yr3/2 none sil 2mgr mvfr (S 2c,2f .6 .8 2 6 -18 10yr5/3 none sl 2msbk mvfr gw 2m,2f .6 1.0 3 18 -25 10yr4 /4 none scl 2msbk mfr gw 2f .4 .6 4 25-46 7.5yr4/6 c2d 7.5yr6/6 sl imsbk mfi gw - - - - -- 4 7 7.5yr5/3 5 46-62 7.5yr4/4 m2d 10yr6/8 sl Om mfi ---- -- .2 .6 10yr6/2 " Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD 30 mg/L and TSS <-0 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt ��fi > 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 5/122009 715- 247 -2941 Property Owner Grubbs, William Parcel ID # 032 - 1001 -90-000 Page 2 of 4 F Boring # Boring ® pit Ground surface elev. 96.25 ft. Depth to limiting factor 20 in. Sal 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 0-8 10yr3 /2 none sil 2mgr mvfr cs 2c,2f .6 .8 2 8 -20 10yr4 /3 none sil 2msbk mfr gw 2m,2f .6 .8 3 20 -28 10yr4 /4 c2 1 0 2/ /8 sil 2msbk mfr gw 2f .6 .8 4 28 -31 10yr4/6 c2d 7.5yr6/6 sil 2msbk mfr gw if .6 .8 7.5yr6/3 5 31 -56 10yr4/8 m2d 10yr6/8 sil imsbk mfr - - -- - - - - -- 4c 10yr6 /1 .6 FIBoring # F Boring El pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2 F]Boring # ❑ Boring El pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 " Effluent #1 = BOD 5 > 30 <220 mg/L and TSS >30 <350 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 Conducted by: Conducted For: Schmitt Sail Testing Inc. Name William Grubbs Thomas J. Schmitt, CST 227429 Address: 2348 80th St 1595 72nd St. City, State, Zip: New Richmond, WI 54017 New Richmond, WL 54017 Phone: 715.247-2941 , Subd.Name: NA Signature �c Lot No.: NA Date �` l / f Legal Description: NE 1 A SE 1 A S1 T31N R19W ® Backhoe pit Township, County: Somerset, St. Croix County ® Bench Mark El. 100.00' Top of 2" pvc pipe Q Alternate Bench Mark E1.99.27' Top of 2" pvc pipe Slope= 14% Contour Line El. 98.40' Contour Length 75' Scale 1" = 40' tv iq� i � Go �Tou2 Z/N � Z , '7 i r r r ra ArcIMS Viewer r Po ' ' 119 CERTIFIEIM SURVEY MAP LOCATED IN PART OF THE NE1 /4 OF THE SE1 /4 OF SECTION 1, T31 N, RI 9W, TOWN OF SOMERSET, ST. CROIX COUNTY, WISCONSIN. OWNER SURVEYOR WILLIAM & MARGARET GRUBBS EDWIN C FLANUM 2348 80TH STREET NORTHLAND SURVEYING, INC. NEW RICHMOND, WI 54017 P.O. BOX 152 SURVEYOR'S CERTIFICATE AMERY, WI 54001 I, Edwin C. Flanum, Registered Wisconsin Land Surveyor, hereby certify that by the direction of William Grubbs, I have surveyed, mapped and described the parcel of land which is represented by this Certified Survey Map; that the exterior boundary of the parcel of land surveyed and mapped is described as follows: A parcel of land located in part of the NE of the SE of Section 1, T31N, RI 9W. Town of Somerset, St. Croix County, Wisconsin; described as follows: Beginning at the E1/4 Corner of said Section 1; thence SOO°07'37"W, along the east line of the SE1 /4, 660.53 feet to the south line of the N1/2 of the NE of the SE1 /4; thence N88"03'41 1 W, along said south line, 1318.11 feet to the west line of said NE of the SE thence NOO °1253 "E, along said west line, 661.02 feet to the east - west 1/4 line; thence S88 1 02'20 "E, along said east - west 1/4 line, 1317.11 feet to the point of beginning. Described parcel contains 19.98 acres (870,219 Sq. Ft.). Parcel is subject to town road (80th Street) right -of -way and all other easements, restrictions, and covenants of record. I, also certify that this Certified Survey Map is a correct representation to scale of the exterior boundary surveyed and described; that I have fully complied with the current provisions of Chapter 236.34 of the Wisconsin Statutes, the Land Subdivision Ordinance of the County g�f Croix and the Subdivision Ordinance of the Town of Somerset, in surveying and mapping same. Apo RoVero % CUrll$�'• EDWIN C. SEP 2 4 2009 _ } s 2ae COUNTY TREASURER'S CERTIRa 0 dod within 3 days o f WISCONSI 8 PPbv4sl dab approval ahaN be STATE OF WISCONSIN)SS " ar1d1 �' �oo 4U:`�l COUNTY OF ST. CROIX) ' r $ s o I,," % I, Laurie Noble, being the duly elected, qualified and acting Treasurer of St. Croix County, do hereby certify th t the records in my office show no unredeemed tax sales and no unpaid taxes or special assessments as of Q - a� affecting the nd includ din this Certified Survey Map. Laurie Noble, County Treasurer Date CONTICi0U8 BUILDABLE AREA (C.B.A.) 898'012WE 1317.11 I LOT 2 9.58 AC. C.B.A. LOT 1 I NBB'Og'41 1,111.11. Each parcel shown on this map (plat) 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 Town of Somerset. SHEET 2 OF 3 SHEETS 2 of 3 Vol. 24 Page 5657 CERTI FI EDI SURVEY MAP LOCATED IN PART OF THE NE1 /4 OF THE SE7 /4 OF SECTION 1, T31 N, R19W, TOWN OF SOMERSET, ST. CRODC COUNTY, WISCONSIN. OWNER SURVEYOR WILLIAM & MARGARET GRUBBS EDWIN C FLANUM 2348 BOTH STREET NORTHLAND SURVEYING, INC. NEW RICHMOND, WI 54017 P.O. BOX 152 ACCESS EASEMENT DESCRIPTION AMERY, WI 54001 An easement located in part of the NE of the SE1 /4 of Section 1, T31 N, R19W, Town of Somerset, St. Croix County, Wisconsin; described as follows: Commencing at the E1/4 Corner of said Section 1; thence S00 °07'37"W, along the east line of the SE1 /4, 66.03 feet; thence N88 °02'20"W 33.02 feet to the west right -of -way line of a town road; thence S00 °07'37 "W, along said west right -of -way, 8.44 feet to the point of beginning of the centerline of a 66.00 foot wide access easement being 33.00 feet on each side of the described centerline of said easement; thence S89°OT58'W, along said centerline, 378.89 feet to the point of curvature of a 61.99 foot radius curve, concave southeasterly, whose central angle measures 88 °3547 ", whose chord bears S44 °504)4.5"W and measures 86.59 feet: thence southwesterly, along the arc of said curve and centerline, 95.86 feet to the point of tangency; thence S00 °32'1 1"W, along said centerline, 13.41 feet to the north line of the lot to be served by this easement being the end of said easement. The north and south lines of said easement are to end at said right -of -way and said north line of tot to be served by the easement. Described easement contains 32,219 Sq. Ft.. S88 1317.11' E1/4 COR. - x- x- x- x- x- x -x -x- -- - - SEC. 1 >� + E pWIN C. LOT 2 /1' � s G -dPiJ \-(E1L as' F3 A K! FLANUM _ �� EXISTING GRAVEL DRn '�� ACCE SS � EME S -2487 $ +� AMERY. N �9 WISCONSIN/ -*. ^ _ LINE DATA TABLE ,,, suR L LJ A ` G _ LOT 1 q B NE8° 83 .os' N88°02'20"W 33.02' J 'f Z B N88 50.03' Cc z CURVE DATA NUMBER RADIUS ICENTRAL ANGLE CHORD DIRECTION ICHORD LENGTH ARC LENGTH TANGENT IN TANGENT OUT C1 161.99 88 S44 50'04.5'W I 86.59' 95.86' S89 07'58'W S00'32'll'W SEPTIC SYSTEM EASEMENT DESCRIPTION An easement located in part of the NE of the SE1 /4 of Section 1, T31N, R19W, Town of Somerset, St. Croix County, Wisconsin; described as follows: Commencing at the E1/4 Corner of said Section 1; thence S00 along the east line of the SE1 /4, 170.09 feet; thence N88°02'20"W 508.56 feet to the point of beginning of said easement; thence continuing N88 °02'20"W 75.00 feet: thence N46 °5657"W 126.85 feet; thence N43 "E 88.71 feet; thence S88°0220"E 40.00 feet; thence S46°5957"E 95.93 feet; thence S01 °57'40"W 87.18 feet to the point of beginning. Described easement contains 17,416 Sq. Ft.. Described easement shall be vacated at the time the existing septic system requires replacement. Said replacement system shall be installed on the lot it is serving. S8B"02'20"E E1/4 COR. 40.00' — SEC.1 33. LOT 2 ; ��, ��� F- o ?s s� _ ao to S88 02'20 "E 685.43' 3 N88 '0220'W 1988 f� 75.00' v F. LOT 1 z W 2 F= co 3 of 3 Z SHEET 3 OF 3SHEETS Vol. 24 Pe 5657 L59S aSsa VZ 'ToA - SJ33HS 8 d0 L J33HS £ ;o cr O `� V w C u, .£0'99 W Y /l3S 3Hl 30 3NIl 1St13 i'd�'g•O99 M.Le'.LOo008 _HJ 93 � N ,� a Q o AS'O6S �rj .BS'1964 O 0 y m 6609 y .... 9MLE ... . r M.LE LO.00S .SO' 4 MS 4 .60.00S mi J uj c� � g g a a p LU jjT a Q � y � p ~ J 0 D �5 Z wow Z Z > Z Z � � - I III S r tz .- as W z a 'LL5 0 V: o � l Mz o�°' ¢g z U U n [V J a ¢ m C7 �' ' 6 ' O O Jd� Qc m co Z r W ( RC £ I E£ J a = ` \ Ow LL. U m 2 " ° Z z o J�� o 3HS T 0 Uj W z : ;z 0 1 E ll �'�s s V C a J LL'O60 3.LE LO.00N V- co ■ ® o a, z b 10 y�r ti a z . =zv0 7 �� �I i 'J t, NWU . � s W - Vsa� <� % I w Lu � :� ••' ? : �° I xZ g .. 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CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer 1 A l L L l Q W G ►2 U Q e 5 Mailing Address 7 3 g S 0 DTN 5F IV 6k P t C N& 1 0 t0 b W VO/ Property Address c;Z3 5D o +0 �& n n (Verification required from Planning & Zoning Department for new construction.) City /State IJ E LJ k i C t4 m b i y O - Parcel Identification Number ®3 2 – / 0 0 ` 0 0 0 LEGAL DESCRIMON Property Location AT— r/a , r/a , Sec. _j T N R 1 W, Town of -5DMC ,o2S6' Subdivision , Lot # Z 5� Certified Survey Map # 70 q Z- I _ ,volume , Z q , Page # Warranty Deed # , Volume , Page # Spec house yes Lot lines identifiable (0 no SYSTEM MAINTENANCE AND QWNE,R„ CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on this form are true to the best of my /our knowledge. Uwe amlare the owner(s) of the property described above, by virtue of a warranty dead recorded in Register of Deeds Office. Number of bedrooms 3 SIGNATLAtt OF AP LICANT(S) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. Oros) i E i` E 9 1 m LLI ME s N G� w C O - 1 O CY) ao CL ' m R -D c VA cu � N j� N N 7 I C 7 U ' � U V k O k a '0 4 H v yj O CD � N 578892 8892 EX)Ct = IENT N'O. QUIT CUI. M DEED William A. Grubbs and Margaret M. Grubbs, husband and vviCe, T ���k (� quit claims Eo William A_ Grubbs and Margaret M. Grubbs, 4"V U husband and wife — as survivorship marital property, the following MAY 1 2 1 99 described real estate in St. Croix County, State of Wisconsin: 8: 00 � A M �+..�.."�� q ty 4 •• -► AJ u) V C db qh a o Tax Parcel Igo_ 032- 1001 -90 North Half (W) of the Northeast Quarter (WEt/.r) of the Southeast Quarter (SR,14) of Section I, Township 31 -North, Range 19 West, St. Croix County Wisconsin - This deed given 1 the purpose of retitling the property in the name of both spouses as survivorship tmarilal property. This is homestead property. Dated this oxl ay of A J 1998. *WILLIAM A. GRUBBS 0 ' r 232 oka - {5`EAL) *1VJAR ((AR_ET M. GkUBBS ACIC40WLEDGIVIENT STATE OF WISCONSIN ) ) SS. �T. t eRO;X cz 4 N7 Pers nally came before me this day of 1098, the above.-named William A. Grubbs and 3.- g ar _ rubbs to me known to be the persons who cxccutc the fore ing instru ent and acknowledge then . THIS UNSTRUMENT WAS DR_AFTFfj BY •— Judith A. Remington Notary P c St. Croix County, Wis_ Remington Law Offices My com ssion expires: 126 S. Knowles Ave. P. O. Box 377 New Richmond, WI 54017 JOANNE h° WAGNER Ni,lary Put- S,zts 0 1 !Ajt sC6n,trt Ryan Yarrington From: Stoltz, Carrie R - DNR [Carrie. Stoltz @wisconsin.gov] Sent: Thursday, November 12, 2009 9:33 AM To: Ryan Yarrington Subject: Bill Grubbs Navg deter Hi Ryan, I thought I would send you an email on this one. Owner: William Grubbs Site location: 2350 80th Street, located in the NE /SE quarter in Section 1, T31N, R19E, Town of Somerset, St Croix County. The (2) ponds on Mr. Grubbs property are man -made and are non - navigable. The large wetland complex and man -made pond in the NW /SE quarter in the Woodland Meadows Subdivision, lots 7 & 8 are also non - navigable. If you have any further questions, please feel free to give me a call. Thanks, Carrie * Carrie Stoltz Water Management Specialist Baldwin Service Center West Central Region Wisconsin Department of Natural Resources ( *) phone: (715) 684 -2914 Ext 119 ( *) fax: (715) 684 -5940 ( *) e -mail: Carrie.Stoltz @wisconsin.gov 1 can 54r AS 84" REOD 43" z i Fi c! D W � A c UP 42" >� ? 4" CAS > N 3' 46 j' 5" I rn D � D �t N 7L rX 38" f r G � � D rn ' N t7 I N UP 40" V 4" CAS , C O ) C P D 41" 4 > 1 D I N m D r A O D � r 2 Z 0 r D 1 nA Z Z i CND = ;�cpJE 1 N SQ =J c: F` N0 -i NR200 A Q -�'1 � n m N o I g 0� •per G : Q �Z D�1 N'� �y• - 1�01 \ n - N o'8 v n D ��1 m C a° U) I awe ° o �;- ?1 to o A m n V Q NO Z C �Om I N O C� N Z 1 m v my W Z Z zZ �� C m v m a Z A s� C D �.� �o M g N N I Z -n t " M z g 0 ; �i -� g V) O 3 v g rnr m — o o H Z N O $ � Z m �n I -� m WLPI0O0�6� - DRAWN BY SME SCALE: 1 4' -1' -0' -POUR: m MHER CIIIIETE - n \ — SEPTIC MANUAL DATE: JANUARY 2010 DATE.. L OST-POUR \ Z W3718 US HYVY 70 MAIDEN ROCK, WI 54750 ° REVISED JAN. 2010 800- 325 -8456 RLE: rNrl000/�o rI �I I Center Connection Lateral Layout Diagram Foroe main oonrteot!on via tae or cross to manifold at ang point. Laterals are idendoal I P S • = Turn-up mf be ll valve or X.--+W' x1241 Laterals & faoe main of PVC Sch 40 alemnoutplug per COMM Table 84.30.5 Holes dried on the bottom of the lateral. Tf Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 36.69 ft Orifices per Lateral 15 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 fe /orifice Lateral Flow Rate 9.83 gpm Manifold Length 3.00 ft System Flow Rate 39.32 gpm Manifold Diameter 2.00 in Total Dynamic Head 15.76 ft Forcemain Velocity 4.02 ft/sec Dose Tank Information Looking; cow with wamft label and locking device and sealed wa wWht Electrical as per NEC 300 and ---► - "— Comm 16.28 WAC Disconnect 4 m. rnin. Tank component is properly vented F-- Alterrrate outlet location Forcemain diameter Wieser Manufacturer �_ 2 in. Ca a ' 650.00 Gallons Volume 17.00 gal/inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 20.32 345.37 B 2.00 34.00 C P urn off e levation tt C 4.92 83.63 90.92 D 11.00 187.00 D Total 1 38.241 650.00 f Doee tank elevation n 3" Bedding un er tank. 1 90750 Alarm Manuafacturer I Septronics Tankmate Alarm Model Number I TM -1 Pump Manufacturer JZoeller Pump Model Number 115 Pump Must Deliver 39.32 gpm at 15.76 ft TDH Project: Grubbs Mound Page 4 of 11 Mound and Pressure Distribution Component Design Design Worksheet Site information (R or C) R Residential or Commercial Design Note: Sand fin (D) calc ulaWns assume a 300.00 Estimated Wastewater Flow (gpd) Table 83-44 -3 In-slu sod treahnent for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coWform of - 36 lichee. 450.00 Design Flow (gpd) 14.00 Site Slope ( %) 98.40 Contour Line Elevation (ft) 20.00 Depth to Limiting Factor (in) 0.60 In -situ Soil Application Rate (gpd)IL Distribution Cell Information 75.001 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft?) 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest int in the distribution Y Pressure Disribution Information network? Enter Y or N (C or E) C Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation ft 4 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) 2.50 Estimated Orifice Spacing (ft) = 7.50 ft /orifice 2.00 Forcemain Diameter (in) 100.00 Forcemain Length (ft) Does the forcemain drain back? Y 90.00 Pump Tank Elevation (ft) Enter Y or N 3.25 System Head (ft) x 1.3 16.31 Forcemain Drainback (gal) 9.32 Vertical Lift (ft) 67.32 5x Void Volume (gal) 3.20 Friction Loss (ft) 83.63 Minimum Dose Volume (gal) 0.00 In -line Filter Loss (ft) 39.32 System Demand (gpm) 15.76 Total Dynamic Head (ft) Lateral Diamet Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 1.50 x 1.25 x 2.00 x x 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.00 "septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Manufacturer gal /in (enter result in cell 1349) Dose Tank Information Effluent Filter Information 650.00 Dose Tank Capacity (gal) JPoIyLok Commercial Filter Manufacturer 17.00 Dose Tank Volume (gain) 525 1 Filter Model Number Wieser Manufacturer Project: Grubbs Mound Page 2 of 11