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026-1076-95-300 (2)
Wisconsin Department of Commerce Safety and Building Division PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)), Permit Holder's Name: City Village Township Clyde & Marilyn Vetter TOWN OF RICHMOND CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION TYPE MANUFACTURER CAPACITY t Septic 7 Dosing C� 5 �- 0 Aeration TANK JETBACK INFORMATION TANK TO P/L � at,J WELL BL DG. Vent to Air Intake ROAD Septic Dosing Aeration Holding PUMPISIPHON INFORMATION 3g• 3Z Manufacturer ZoG ) i / ci Demand GM ✓ �� Model Number I TDH ILii-. FrictioLoss/ System Imo[- re 5. TDH Ft Forcemain Le th Dia Dist. to Well��� SOIL ABSORPTION SYSTEM BED/TRENCH Width Length p(p. DIMENSIONS I SETBACK SYSTEM TO P/L INFORMATION Type Of Syste , 60 DISTRIBUTION SYSTEM Header/Manifold Distribution t 3 % Pipes) 7% / Length Dia Length J �O • (9f Dia SOIL COVER LDG (WELL 0 ELE`i/A I ION DATA County: St. Croix Sanitary Permit No: 617828 State Plan ID No: Parcel Tax No: 026-1076-95-300 Section/Town/Range/Map No: 26.30.18.402B-10 STATION � BS 7 H1 15� FS � ELE� 2 Benchmark R . L15 l UI , g OZ Alt. BM Bldg. Sewer '7•05 L{"Z St/Ht Inlet SUHt Outlet Dt Inlet Dt Bottom i�•y 85.57 Header/Man. Z , Zg �T l� 1 Dist. Pipe 2 .2Q v Bot. System Final Grade St Cover Copt PIT / 2 x Hole Size % Of Pits CH MBER OR UNIT x Pressure Systems Onlv xx Mound Or At -Grade Systems l7nly Inside Dia. to Air In �v �ytiit aA& Deptki-9�ver_ 5 Depth Over xx Depth of xx Seeded/Sodded xx Mulched ed6 /Trench�ente�--- �` now� Bed/Trench Edges � Z I Topsoil �� � � Z Yes � No F�X Yes � No COMMENTS: (Include code discrepencies, persons present, etc.) Location: 1302130THAVE�b t �%`S )� L l�ulri4m, 1.) Alt BM Description =t)6 2.) Bldg sewer length - amount of cover = Plan revision Required? ❑Yes �No Use other side for additional information. Date ' V ruft Ll % a 1 rVt Inspection #1: Inspection #2: OkA 490 Cert. No. _.. ,,,;. rl�fnl ass X�}Ikvr I County $`'�j ` °,� � Industry Services Division st.Croix ' U $ � � � 1 2024 1400 E Washington Ave Sanitary Permit Number (to be filled in by Co.) F S i P.O. Box 7162 � langOFzs�,, Madison, WI 53707 �16 Nnv"��` St, Croy County t �L/ (� V Cor��m, u^,,,-�� - an><tary Permit Application State');ransaetionNumber ✓ WTS-022000187-C In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you rovide may be used for secondary Project Address (if different than mailing address) ur oses in accordance with the Privac Law, s. 15.04(1)(m), Stats. 1302 130°i Ave I. A lication Information -Please Print All Information Property Owner's Name Parcel # Cllyde &Marilyn Vetter 026-1076-95-300 o, �. yoaQ Property Owner's Mailing Address Property Location 1302 130a' Ave Govt. Lot SW'/a, SW'/a, Section 26 City, State Zip Code Phone Number New Riclunond;'WI 54(l17 (circle one) T30N R18Eot� II. Type of Building (check all that apply) •�j Lot # L o`% ®1 or 2 Family Dwelling -Number of Bedrooms ' � I ti Subdivision Name t� NA ❑ Public/Commercial -Describe Use Block (� ��' ❑ City of ❑ State Owned -Describe Use ❑Village of CSM Number ®Town of Richmond � III. T pe of Permit: (Chet onl one box on line A. Com lete line B if a licable A• ❑New System ® eplacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System (explain) B. ❑Permit Renewal ❑Permit Revision ❑Change of ❑Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner 193353, 6/30/1993 1V. Type of POWTS System/Component/Device: (Check all that ly � ❑ Non -Pressurized In -Ground ❑Pressurized In -Ground ❑ At -Grade ound > 24 in, of suitable soil ❑Mound < 24 in. of suitable soil ❑ Holding Tank ❑Other Dispersal Component (explain) retreatment Device (explain) V. Dis ersal/Treatment Area Information• o • Design Flow (gpd) Design Soil Applica on Dispersal Area Required Dispersal Area Proposed (s System Elevation 450 Rate(gpdsfj 750 1333 92.86' 0.6 VI. Tank Info Capacity in IAti EG �' Gallons Total # of � — I8O � Man ifach "' er � � � '� U � ;, ; �' �'=' i� New Tanks Existing 1'aiils Gallons Units �� ��� � i7 a U :; � in � � rn p � w C7 P, Septic or Holding Tank 1000 1000 1 Weeks C.P. ® ❑ ❑ ❑ ❑ Dosing Chamber 750 750 1 Wieser Concrete ® ❑ ❑ ❑ ❑ VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plu r' Si tore MP/MPRS Number Business Phone Number John Schmitt 7 j 223760 715-760-0486 Plumber's Address (Street, City, State,' Zip Code) 586 Valley View Trail, Somerset, WI 54025 VIII. Count /De artment Use Onl Approved ❑Disapproved Per�mitfF�e Za Iss d I su' g Agent Signatur ❑ Owner Given Reason for Denial ' $ (per � �s Z�(� S IX. Conditions of Approval/Reasons for Disapproval 3 � S� / � SYSTEM OWNER: ` � [ u 40�_ 1, Septic tank, effluent filter and — / G_ RW dispersal cell must be serviced /maintained � `rC�s� '}- '-� � �'� � / as per management plan provided by plumber. J � aS per appllCcti)I�tCOQG%���R��(1GpeS s%r'i�ie's}�s'rem and�[�mi�to the�onl o`�not less�x 11 inctles i size �� � /L�n � ,� SBD-6398 (R03/14) c.� ����""y ,��. SYSTEM PLOT PLAN Vetter Mound Project Address; 1302 130th Avenu BM1 Symbol: A BM Elevation: 100,00' BM Description: Top of existing septic tank Inspection cap BM2 Symbol: A BM Elevation: 89.02' BM Description: Top of 1 }A steel conduit Slope Gradient of Tested Area: (12%) Well Symbol (if applicable) Notes: Notes c Design Flow: 450 GPD Attach design flow calculations for ommercial plans: Pipe Materials / ASTM Standard Tables 384.30-3 & 384.30-5 4" SCH 40 PVC ASTM D2665 2" SCH 40 PVC ASTM D1785 11/2" SCH 40 PVC ASTM d1785 N Scale: 1" = 60' 0 60 90 120 162 Property Line C; 0PY 80 Man made pond 82 -- SM� _w,2 a. 84 60' 2" Sch-40-PVC.90 Force -Main -� 92 Contour line 12% -, f 94 WLP750-MR EI.= 92,36' B1 ■ Dose Tank , -- -- a. u, 21.73'x90.91' mound w/ 6'x75' cell m _ 96 $ - - Shed B5 66 /. we /\ Existing 12'x54' Drain Field B4 The designer specifies that the exist. POWTS dispersal area shall be properly abandoned per SPS 383,33, W.A.C. No valve to be installed. 98 waawWell Dec 1' Existing 3 Bedroom Ga House Existing 1000 gal Septic lank Driv Shed 9�icol�Y R/W 130th Avenue February 135 2020 CONDITIONAL APPROVAL PLAN APPROVAL EXPl1tES: 2022-02-13 Plan Review: PWTS-022000187-C JOHN F SCHMITT 616 150th Ave Somerset WI 54025 SITE: Clyde and Marilyn Vetter 1302 130th Avenue Town of Richmond Saint Croix County SW, SW, S26, T30N, R18W Total Amount: $250:00 DIVISION OF INDUSTRY SERVICES 2850 MIDWEST DR STE 104 ONALASKA WI 54650 Contact Through Relay http://dsps.wi. gov/programs/Default.aspx www.wisconsin.gov Tony Evers -Governor Dawn Crim -Secretary Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE FOR: Description: Three Bedroom Mound System \Sloping site Mound Component Manual — Ver. 2.0, SBD40691-1` (N.01/01, R 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBI)40706-P(N.01/01, R.10/12), 450 GPD, 38" depth to limiting factor from original grade, Maintenance required, Effluent filter, Replacement construction 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 Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also receive a copy of the appropriate operation and maintenance manual(s) and be responsible for ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • 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. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. A copy of the approved plans �ecifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department which may include local inspectors. In granting this approval the Division of Industry Services 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 maybe made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Gerard M Swim POWT5 Plan Reviewer, Division of Industry Services (608)7894892 — voice \ (608)785-9330 — fax jerry.swim(d)wi.gov MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Project Name Owners Name Owner's Address Legal Description Township County: Subdivision Name: Lot Number: INDEX AND TITLE PAGE Vetter 3 Bedroom Mound Clyde &Marilyn Vetter 1302 130th Ave Conditionally APPROVED New Richmond, WI 54017 DEPT, OF SAFETY AND PROFESSIONAL SERVICES SW1/41 SW1/4, S26, T30N, R18W DIVISION OF INDUSTRY SERVICES Richmond �t .Croix to NA SEE CORRESPONDENCE �I Block Number Parcel I.D. Number 026-1076-95-300 Plan Transaction No, Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Septic and Dose tank specifications Page 8 Effluent filter information Page 9 Pump specifications and curve Page 10 Plot plan Page 11 Septic tank maintenance agreement Page 12 Existing Tank Certification Page 13 Warranty deed Page 14 CSM Attachment Soil evaluation report Designer: John Schmitt License Number: Date 2/10/2020 Phone Number: Signature: Designed Pursuant to the 223760 715-760-0486 Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01) and both SSWMP Publication 9.6 Design of pressure Distribution Networks for ST-SAS (10/81) and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01/01) Version 7.0 (R. 03/2012) Page 1 Mound and Pressure Distribution Component Design Design Worksheet Site Information R' Residential or Commercial Design 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) �450.00 Design Flow (gpd) 12.0�0� Site Slope (%) 92.36, Contour Line Elevation (ft) 38.00 Depth to Limiting Factor (in) 0.60 In -situ Soil Application Rate (gpd/ft') Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 1.00 Dispersal Cell Design Loading Rate (gpd/ft) 1 Influent Wastewater Quality (1 or 2) Pressure Disribution Information CI Center or End Manifold 3.00 Lateral Spacing (ft) 4 Number of Laterals 0.188 Orifice Diameter (in) 2.50 1imated Orifice Spacing (ft) _ 2000 Forcemain Diameter (in) 60.00 Forcemain Length (ft) 82.00 Pump Tank Elevation (ft) I �2.., -' 3.25 System Head (ft) x 1.3 �f 10.44 Vertical Lift (ft) gG 6� 1.92 Friction Loss (ft) 0.50 In -line Filter Loss (ft) 16.11 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice - -- - --- - - - 0.75 1.00 --- 1.25 x - x- - x --- ------ --- 2.00 x 3.00 x:::± Treatment Tank Information ' 1000.00i Septic Tank Capacity (gal) Wieser Concrete IManufacturer Dose Tank Information 750.001 Dose Tank Capacity (gal) 20.28t Dose Tank Volume (gai/in) Wieser Concrete Manufacturer Note: Sand fill (D) calculations assume a Table 383-44-3 in -situ soil treatment for fecal collform of <= 36 inches. 6.00 Cell Width (ft) Are the laterals the highest point in the distribution [ Y network? Enter Y or N If N above, enter the elevation�ft of the highest point. 7.50 ft2/orifice Does the forcemain drain back? 9.79 67.32 77.11 39,32 Y Enter Y or N Forcemain Drainback (gal) 5x Void Volume (gal) Minimum Dose Volume (gal) System Demand (gpm) Manifold Diameter Selection in* dia, o tions choice -^ 1.25 1.50 x x 2.00 x 3.00 Gallonsllnch Calculator (optional) j ; Total Tank Capacity (gal) Total Working Liquid Depth (in) gal/in (enter result in cell B49) Effluent Filter_ Information 'SIM?TECH -Filter Manufacturer STF-100 Filter Model Number Project: Vetter 3 Bedroom Mound Page 2 W Mound Plan and Cross Section Views L Mound Component Dimensions A B ft ft in E FF G 14.64 in H in ft JE 1.00 ft ft K L W 7.96 ft ft 6.00 Moo 9.50 9ft Mft 0.50 450.00 (ft2) bispersal Cell Area 6.00 (gpolft) Linear Loading Rate 1333.01 {ft) Basal Area Available 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 94.G5 (ft) 12.0 %Site Slope Geotextile Fabric Cover Shading Key n. T Dispersal Cell See lateral details on �Topsoil Cap o 1.5 ft Page 4 for number, size, Subsoil Cap N p and spacing of laterals. (o '� Laterals are equally © ASTM C33 Sand F spaced from the ®� Tilled Layer 0 5 ft TvpicaI Lateral distribution cell's © Aggregate d o _ centerline in the A —_ distribution cell (AxB). Project: Vetter 3 Bedroom Mound Page 3 Center Connection Lateral Layout Diagram F,itnarnt:•nr,ettionvrateeorcresstotomfol,iat rnipent ♦= 1urn-uF'hib311•ral •eof (E }(- I• i'IZ 01e3n_•utplug Note_ a+,Ilei on the Gnrrom of the lareral Number of Laterals Lateral Diameter Lateral Length (P) Lateral Spacing (S) Lateral Flow Rate System Flow Rate Total Dynamic Head 4 1.50 36.69 3.00 9.83 39.32 16.11 L gter al; 3ro ,'enht al xl[�I Laterals °.forcernatn �U� 40 FvC per i TaUe 384 30 6, Orifice Diameter n Orifice Spacing W ft Orifices per Lateral ft Orifice Density gpm Manifold Length gpm Manifold Diameter ft Forcemain Velocity Dose Tank Information Electrical as per NEC 300 and --� SPS 316.300 WAC Tank component is properly vented Wieser Concrete Manufacturer Ca acit 750.00 Gallons Volume 20.28 gal/inch Alarm Manuafacturer Alarm Model Number Pump Manufacturer Pump Model Number Pump Must Deliver 3" Beddi ombus SJE Rh 1036378 Zoeller 152 Disconnect 0.188 2.53 15 7.50 3.00 1.50 4.02 in ft ft2/orifice ft in fUsec Locking cover with warning label and locking device and sealed watertight E-- Alternate outlet location Forcemain diameter 2 in. A Weep hole or anti- B siphon device C Pump off elevation (ft) 82.92 D Dom elevation (ft) un er tank. 82.00 J Note 5wltches �- contalning mercury may not be used in 1 this system 39.32 gpm at 16.11 ft TDH Project' Vetter 3 Bedroom Mound Page 4 Mound System 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 Design Flow -Peak Estimated Flow - Average Septic Tank Capacity Soil Absorption Component Size Type of Wastewater Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound System Flow and Load Parameters 450 300 1000 450 Domestic gpd Maximum Influent Particle Size gpd Maximum BOD5 gal Maximum TSS ft2 Maximum FOG Maximum Fecal Coliform Service Frequency 1/8 220 150 30 >10E4 mg/ Ins ect and/or service once eve 3 ears Should inspect and clean at least once every 3 years Test once every 3 years Should test month) Laterals should be flushed and pressure tested every 3 years Inspect for ponding and seepage once every 3_years Miscellaneous Construction and Materials Standards in mg/L L L mg/ cfu/100 mL 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code, 3. All gravity and pressure piping materials conform to the requirements in SPS 384, 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 \ �1 6-8" Diameter Lawn Sprinkler Valve Box Distribution Threaded Cleanout Plug or Ball Valve Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Vetter 3 Bedroom Mound Page 5 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals (SBD-10691-P (N.01/01, R. 10112), SSWMP Publication 9.6 (01181), and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01/01, R. 10/12)) 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 SPS 383,33, Wis. Adm. Code when the tanks are no longer used as POWS 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 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 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 113 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 Purnp Tank The purnp (dosing) tank shall be inspected at (east 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 soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October -February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD;, 150 mg1L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODr, 30 mg/L TSS. 10 mg/L FOG, and 101 cfu/100 mL for highly treated effluent. Influent flow may not exceed 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 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 It the mound component tails 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 cansidered part of the overall management plan for this system. Project: Page 6 af10d-LSO 31, W Fw- W w u o z O U 0 U p 6 a= o I Of: "� 000 0 n-CL 0 LAJ gowNt^m CL n N dLd O Pe N Jj Ld W> •- M d` W l� z W tD J Z UiN0x�*Tm s0Z < 0-14.- M,300 <00` GJDWO z�m(�g=amJa 0 osrdA :311AI 9gtp-WZ :-OO43 VQ 00 00 00 '31VO OSL49 IIh AJOa N30VN q! .MH sn 5tLiW 3a OS dOM :n8 NM'VaO 13531111 a w Q r- c_> J Q d Z J W Q d 0 W LL V) Q m O o zo oWW wH J F Q'o W ~ d tY 0 4kQ z C� C w CL m V) W w w C? h O \ U L c Z�NzQ L� 0 Wt W VQ Z nm�W QO m � w OD 0 ~ Q Q ~ < aJ W 0 Z N N Ud z j C 0 Y \ W - 0VY 00w d Qd~�j w m P Op < z(f) d ~�h m 7 W xx Qc�{ U d � U Z QO Z U� 0 0 0 ,Z z z a o a oa �dnNbw JiidJs dw-osLdvYI 0 n_ w r 0 or /1iiY,/��� PRESSURE FILTER INSTALLATION & SERVICE INSTRUCTIONS FLLTER:�; 1455 l.examar Drt%re Tull Free 888-499-129u NO c 211-582-1020 Roync City. M1 49712 Fat 231-582-7324 l ,n1til �_ 1 �,t�. �II h _ _ , INSTALLATION: When installing an STF-100, screw filter into discharge port of any pump that has a 2" National Pipe Thread. Pumps with a smaller discharge port may be adapted to fit. When installing an STF-100A2 a tailpiece and male adapter will need to be added to the inlet end of the filter (end opposite of the cap) to the desired height and a 2" union will need to be added to the outlet end (the end closest to the cap & on the side of the filter). Always install the filters in a position where they can be easily serviced. "Always use caution when starting threads to avoid cross threading**. Plumb force main into the 2" sch 80 PVC union. **We recommend that the union remain together during gluing to insure that glue or cleaner does not ruin O-ring or sealing surface**. For best performance, if a check valve is installed it should only be after the outlet of the filter. SERVICE: Service of filter screen is dependent on usage as every system is unique. For most residential systems we recommend inspecting the filter within the first year to determine the necessary service intervals for the filter. In high volume systems we recommend inspection within the first 6 months to determine necessary service intervals for the filter. Once the service interval is determined it should be consistent unless something changes in the system. Always inspect the filter screen for any damage or corrosion and replace if necessary. If our STF-1 01 service alarm switch has been installed and adjusted properly it will alarm when the filter requires service. It should be serviced no less than when periodic pumping of the septic tank and pump chamber is performed. Servicing will be more frequent if using any one of our optional filter socks (600 micron, 150-190 micron, and 100 micron). Check your local health department for septic system servicing recommendations. If the screen becomes clogged before the periodic pumping requirements, a high level alarm or light will indicate the need for service. If system is equipped with a "pump on light" that stays on longer than normal, this also may indicate a need to service filter. To service filter screen, unscrew the 4' cap. Pull filter screen from canister and wash out thoroughly in appropriate location with proper protection. In some cases an additional filter screen allows quicker service allowing the dirty filter to be washed later at the shop. Note that in cold conditions the filter cap may be difficult to remove. Keep the filter in a warm area or pour warm water over the cap before removing. Once the filter is installed in the tank it maintains a stable temperature and removing the cap will not be a problem. If the system is equipped with our Service Alarm Switch, the filter screen does not need service until the Service Alarm Switch activates a light or audio alarm. We still recommend that the filter be inspected once a year for damage or corrosion. NOTE: The total dynamic head loss of the system must be increased by 0.5 feet of head to overcome friction loss through the filter. SERVICE ALARM SWITCH The alarm switch is available in three pressure ranges, low head, medium head, and high head. Installation is simple, on SIM/TECH FILTER systems, remove '/*" plug from base of filter chamber and connect tube fitting. Next, run the tube up into the tank riser and connect to service alarm switch. The alarm switch is fastened to the side of the riser via the nylon strap provided. Run alarm wire to alarm box. The service alarm switch can be wired with its own alarm or with the high water alarm. Pressure adjustment is made by removing the end plug, and inserting the 7/32 alien. Clockwise increases pressure. One turn equals approximately 3 PSI. The low head alarm switch comes factory preset at 8 PSI and is completely field adjustable within it's range (3 to 24 PSI). We recommend the use of a ball valve when using an alarm switch. Once you have installed the filter and alarm switch, the ball valve can be closed off to simulate a plugged filter so that you can make sure the alarm switch is working correctly. ****TRY OUR LID/SCREEN REMOVAL WRENCH. Our wrench holds filter lid firmly and hooks screen for easy removal and installation. Made of PVC plastic. WARRANTY All products are warranted against defects in material and workmanship for a period of two years from the date of purchase. In no event shall GAG SIM/TECH FILTER, INC. be liable for any consequential damages or any labor, material, freight or expenses required to replace, correct or reinstall the product. GAG SIM/TECH FILTER, INC.'s liability is limited to repair or replacement of the part. All warranties are void if the product has been improperly modified, applied or installed, subjected to misuse or abuse. Except as stated herein, there are no warranties expressed or Implied, including the warranty of merchantability or warranty of fitness for a specific purpose. EFFECTIVE September 13. 2005 ILL PUMP PERFORMANCE CURVE MODEL 151/1521153 14 0 12 l 35 � 6 152 � '-1-- 1--��-- ---�-- _ ,�.�30 — }-- —;— — — 25 LL 15 t - 1 ,6 ' i--- 2 1 6 --- ,0 i0 30 10 50 60 76 86 90 ice GALLONS' t LRER6 _.� 4tti M._.. ..tba yj ,_200 240 YBo._.370. _ R MY PER MUNUTt Wow CONSULT FACTORY FOR SPECIAL APPLICATIONS • Timed dosing panels available Electrical alternators, for duplex systems, are available and supplied with 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 FM1420 Over 130'F (54`C) special quotation required 151111521153 Series 151H521153 MODELS Control Selection Model Volts•Ph Mode _ Amps Simplex i Duplex u;t tt, 1 Non 6A i-- 1 BV 15 115 1 Auto 6.0 Included l _Ior3 2 or 3 730 1 Non 3.2 1+ 2 or 3 BE 151 230 1 - Auto - 3.2 - Included 2 ---- or 3 N 152 115 1 Non 8.5 1 2 or 3 BN152 116 1 Auto 8.5 Included ( 2 or 3 E152 l 230 1 Non 4.3 1 2 or 3 - : 23� 1 Auto 4 3 ncludetl 2 Of 3 '-7 N 153 i 115 1 Noni 10.5- t 2 or 3 W 53 115 1 Auto 10.5 Included 2 or 3 E 153 230 1 Non 5.3 t 2 or 3 K 1:" 3 2: G -Auto 5.3 Included 2 or 3 - SELECTION GUIDE 1. Sinyle piggyback variable level Ooat switch er double piggyback variable level float switch. Refer to FM0477. 2. See FM0712 for correct model of Electrical Alternator E•Pak. 3. Variable level control switch 10-0743 used as a control activator, spectfy duplex (3) or (4) float system. A CAUTION All hlafallaf�r_s,turtrattrak prideitlnr,Ur'.lias?udwlrin,ihu:adhedDo( Gp.;qu:hlicd meat rrer,nt Natirmal tlac,rieal Code itlrrY and !hq UerupaGond S�taY rud H0a',h Act lCISHA':lt TOTAL DYNAMIC HEADIFLOW PER MINUTE EFFLUENT AND DEWATERING MODEL 151 152 153 feet Meters Gal liters Lifers_ Gat. f�UlBrs _ _ _ _ - 5 IS 50 189 69 261 77 iT 291 ,0 3 0 45 170 61 231_ 70 265 - 15 46 _ 38 _ 144 53 T_101 61 231 20 6,1 29 110 44 167 52� —197 ?5 76 16 61 34 129 42 159 --_ - - - - 30 _ _ _ 23- 67 t15 --. 35.-' _9.1 _-10.7 _ --- - - --- �33 - 22 85 ---40-` 122 �-� 11 42 ---Shutdf Head 301. (91m) -__ _ 36 ft. j11.6m! 44 R 03 4m) Model 151 o++Yn0 Models 1521153 , 1 t. 14' NPT .y' t t ~.�_f11t1tati?� 1 iN24-1.i �\ "Easy assembly" '�. IPu'11D 3 dscnarge pipe a'<n f�:' •\ nut-n,t��ud1 '1 OPTIONAL PUMP STAND PIN 10.2421 Reduces potential clogging by debris f�eplaces rocks or bricks under the pump Made of durable, noncorrosive ABS Raises pump 2" off bottom of basin Provides the ability to raise intake by adding sections of 11/2' ur 2" PVC piping Attaches securely to pump Accommodates sump, dewatering and effluent applications NOTE: Make sure float is free from obstruction. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. 0 Copyright 2010 Zoeller Co. All rights reserved. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Clyde & Marilyn Vetter Mailing Address 1302 1jut h Avenue, New Richmond, WI 54017 Property Address 1302 1jut h Avenue (Verification reduired from Planning & 'Coning Department for new consiru o *I City/State NOW Richmond WI Parcel Identification Number 026-1076-95-300 I�IJGAL DESCRIPTION Property Location SW �1/1 , SV �A , Sec. 26 ; T 30 N R 13 W, Town of Richmond Subdivision Plat: , Lot # 1 Certified Survey Map #D�'�S�' ,Volume , Page # a63 Warranty Deed # �SZ w (before 2007)Volume �2-1 t , Page # let Spec house DyesQno Lot lines identifiable Dyes�no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Lnproper use and mauntenance of your septic system could result ut 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 fiinction of the septic tank as a treatment stage hi the waste disposal system. Owner maintenance responsibilities are specified in §SPS. 383.S2(1) and ill Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & %onnig Department a certification form; signned by the owner and by a nnaster plumber, jowncyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition qnd/or (2) after inspection and ptunping (if necessary), the septic tank is less than 1/3 full of sludge. 1/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 llepartnnent of Safety And Professional Services and the Department of Nahual Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zonung Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. I/we ani/are the owner(s) of the property described above, by virtue of a warranty deed recorded hn Register of Deeds Office. Number of bedrooms 3 SIGNATURE OF DATE ***Any information that is misrepresented may result in the satnitary per•unit being revoked by the Plamning &Zoning Dcpar•tment. *** Irnclude with this application a recorded waranty deed from the Register of lleeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 04/12) ST. C'ROiI COUNTYI,()�'ING OF'FiC'E C'E12'I�IFICITION g'1'ATEi1lE`T roll 1.�T1[.17_.ATtOi` of EdISTI'\G SEPTIC TANIt�> This is to certify that 1 have inspected the existing septic andt'or dose tank presently serving the; 1-ollowin� resit{er�cc: (Street address)_�302130thAvenue located at: Sw `/�, sw '/,, Section __26 _, �hown_3o N, Rangc_�$ �1, Towr1 of Richmond _� �__, St. Croix County Wisconsin. Upon rnspcctian, I ccrtifiy that I have towed the tank(s), to the best of my l:now{cdge, Zvi{{ conforn7 to the recluircmcnts oi`SPS. ��4.?5, and it (they} appears) to he functioning properly. Most recent date of inspcctiun or servrcc Did I1ow back occur from absorption system'? Yes_ _ No (if no, skip next lint.) Approxir�nate volume or length of time: _--__ _-- gallons _ `T�anl< Capacity: �000 C'onsn-uction: Prefab Concrete X �__ Steel �_,_ Other _ Manufacturer (it known): Weeks Concrete Products Age of �Tanlc (iti known): �� Years Per���it nurnbcr (if known) �e3s5s _ _ __ (Li MPRS (Title) sed P{uml�e►- Signature) l �'�� l���t� ) John Schmitt (Print Name) mrnutes ��s7co _ _ __ _ _ __ (L:ilt.nse Nunrl�er) i�1P,�'MPRS Form to be completed by licensed plumber (.Dept of Safety and Profiessional Sea -vices Chapter 30> anti s. 14>.()(�. Wisconsin Statutes) or licensed disposer (NR 1 13 Vvisconsin Adminisn-ative C"udc) Rev. 2/2012 Page � z Parcel #: 026-1076=95-300 Valid as of 02/24/2020 05:21 PM It, Parcel #: 26.30.18.40213-10 Owner and Mailing Address: CLYDE E & MARILYN VETTER 1302 130TH AVE NEW RICHMOND WI 54017 Districts: Dist# 3962 1700 8020 Description SCH DIST NEW RICHMOND W ITC UPPER WILLOW REHAB DIST Abbreviated Description: Acres: 6.210 SEC 26 730N R18W PT SW SW BEING LOT 1 OF CSM 9/2673 ALSO A PARCEL DESC AS COM SW COR SEC 26; TH N 00 DEG ALG W LN SWi/4 ... more... * N/A -NOT AVAILABLE 2019 Valuations: Class and Description G1-RESIDENTIAL Totals for 2019 Totals for 2018 Co-Owner(s): Physical Property Address(es). * 1302 130TH AVE Parcel History: Date 04/18/2001 07/23/1997 Tract (S-T-R 40'/a 160 26-301\1-18W --- - Acres Land 6.210 49,500.00 TOWN OF RICHMOND ST. CROIX COUNTY, WISCONSIN Doc # VollPage Type 643127 1620/589 WD 1211/181 WD Block/Condo Bldi Values Last Changed on 09/27/2011 Improvement _ 188,600.00 Total 238.100.00 General Property _ 6.210 � 49,500.00 � 188,600.00 238,100.00 Woodland 0.000 (-- _ 0.00 �-��^-_-_-_- 0.00 � -_� 0.00 General Property 6.210 49,500.00 188,600.00 � 238,100.00 Woodland 0.000 0.00 0.00 0.00 2019 Taxes Bill # Fair Market Value: Assessment Ratio: 20647 3273900.00 0.7263 Amt Due Amt Paid Balance Installments Net Tax 41100.86 1,951.73 23149.13 End Date Total Special Assessments 0.00 0.00 0.00 1 -1,951.73v 01 /31 /2020 � Special Charges 0.00 0.00 0600 07/31/2020 2 149 13 Delinquent Charges 0.00 0.00 0.00 Private Forest Crop 0.00 0.00 0.00 Net Mill Rate 00018351138 Woodland Tax 0.00 0.00 0.00 Managed Forest Land 0.00 0.00 0.00 Gross Tax 45920.87 Prop Tax Interest 0.00 0.00 School Credit 551.46 Spec Tax Interest 0.00 0.00 Total 4,369.41 Prop Tax Penalty 0.00 0.00 First Dollar Credit 71.15 Spec Tax Penalty 0.00 0.00 Lottery Credit 1 Claims 197.40 other Charges 0.00 0.00 0.00 Net Tax 41100.86 TOTAL 41100.86 11951.73 23149.13 Interest Calculated For 0212412020 (Posted Payment Payments) Date Receipt # Type Amount Note 01/21/2020 1282271 T { 13951.73 1 ROYAL CREDIT UNION #143251 HL Block/Condo Bldi Values Last Changed on 09/27/2011 Improvement _ 188,600.00 Total 238.100.00 General Property _ 6.210 � 49,500.00 � 188,600.00 238,100.00 Woodland 0.000 (-- _ 0.00 �-��^-_-_-_- 0.00 � -_� 0.00 General Property 6.210 49,500.00 188,600.00 � 238,100.00 Woodland 0.000 0.00 0.00 0.00 2019 Taxes Bill # Fair Market Value: Assessment Ratio: 20647 3273900.00 0.7263 Amt Due Amt Paid Balance Installments Net Tax 41100.86 1,951.73 23149.13 End Date Total Special Assessments 0.00 0.00 0.00 1 -1,951.73v 01 /31 /2020 � Special Charges 0.00 0.00 0600 07/31/2020 2 149 13 Delinquent Charges 0.00 0.00 0.00 Private Forest Crop 0.00 0.00 0.00 Net Mill Rate 00018351138 Woodland Tax 0.00 0.00 0.00 Managed Forest Land 0.00 0.00 0.00 Gross Tax 45920.87 Prop Tax Interest 0.00 0.00 School Credit 551.46 Spec Tax Interest 0.00 0.00 Total 4,369.41 Prop Tax Penalty 0.00 0.00 First Dollar Credit 71.15 Spec Tax Penalty 0.00 0.00 Lottery Credit 1 Claims 197.40 other Charges 0.00 0.00 0.00 Net Tax 41100.86 TOTAL 41100.86 11951.73 23149.13 Interest Calculated For 0212412020 (Posted Payment Payments) Date Receipt # Type Amount Note 01/21/2020 1282271 T { 13951.73 1 ROYAL CREDIT UNION #143251 HL mlr 0 N O O —1 n .4 c �� m n s O z r z m 0 A � r z fly H Z g� m Am —1 oy t/� m c m p ;' > � v mm ��a • O C A O ���5 �-�+i o m o � H > a < z � �o.N+o i c z w min m ti Z C D N ` � N o m � _ o emmir >~ mD m v Z A N D �g�� v p > s m mo.�. 9 D W = � i m om � o (� ? � � � �� � i, 1 2_ �lt{ � I g ; t 9Z LZ � `� 1 � � k- i�"a'```'`;aii4t i a � i� ,� Hoc1 �� 4 h����t � i` d � � x � NMONXNfI �. 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Z4-� 3c .� Y �� i� g ii �' 1 l _ S, —��� i� I £15'BSB196 � 3 9£6'S5£Z!£ N i pBly ,�.,..1 9Z !Z `Noce - 615'608196 SZO'90661£ 6_ 9z u £Z ZZ N�� 9�35 ���� ��_� �'= s""= � a� Zp � �E A $Rgg Y �iA R �� ��' `' �� �Y ����'�� m � � z z ���� Bad O � y � s R�4 ��� n tA'f A � m � �� y N a 9= � �� � ro � :g s '�� Q� v�i —� a� 5 9� � z � � �m � r N z D oe z �� � s --i � � m � $� _ �� 0 � � a $� 2 �� C7 O � F �€ � Ge � �^ � 17 a.. a �� Z N �� � �a '< � e% a "as i f� € �� .n �� a �6 O a� 8�. K � G 55 G8 4 '' �_ Fp'e m ! t i 'I 'j` I m oD_ � . si: _ I ifosit{� €� I^'M�='gg�le�� i r �,^� 9 imam- lA gg _ - ? E � a _ m _ Z _ �s � �D ° � _ � /\¢ 3#j a 0/ ® � 1 0 � � � 1q �R 2N °� 3 (/� D r m rn rn -i 0 0 N 0 0 w A� Property Summary Report Page 1 of 2 ST. C�(�QLI.NTY / � Tax Year 2020 � Tax Year Legend: Summary Prop Type Real Estate Property Summary '' Parcel #: Alt. Parcel #: Parcel Status: ' Creation Date: Historical Date: Acres: St. Croix County Web Portal -Property Summary Property: 026-1076-96-300 Parcel Number 026-1076-95-300 r =oyes prior year taxes Property Addresses Primary � Address (J( ' 1302 130TH AVE NEW RICHMOND 54017 Owners Name VETTER, CLYDE E &MARILYN Parent Parcels No Parent Parcels were found Child Parcels No Child Parcels were found Municipality 026 -TOWN OF RICHMOND = nol assessed Search powered by GCS ReporldPrint engine List 8 Label ®Version i9: Copyright combit®GmbH 1991-2013 Property Address Bailing Address 1302 130TH AVE 026-1076-95-300 26.30.18.402E-10 Current Description 6.210 Status CURRENT OWNER = nol taxed CLYDE E &MARILYN ',VETTER 1302 130TH AVE NEW RICHMOND WI 54017 Delinquent Current Ownership Tvpe Interest Abbreviated Legal Description (See recorded documents for a complete legal description) SEC 26 T30N R18W PT SW SW BEING LOT 1 OF CSM 912673 ALSO A PARCEL DESC AS COM SW GOR SEC 26; TH N 00 DEG ALG W LN SW114 308'-POB; TH CONT N 00 DEG W 476.09'; TH S 89 DEG E 355'; TH S 00 DEG W 476.38' TO NE COR CSM; TH N 89 DEG W 355' TO POB FCC PT TO HWY PROJ 1620/589 ', Public Land Survey -Property Descriptions Prima 'Section � 'Town Ranee tQ r 40 Qtr 160 'Gov Lot BlocklCondo Blda -..Tvpe #Plat (./� 26 30 N � 18 W ! ' ,NOT AVAILABLE District Code � ' Descriation 'Category LOCAL ST. CROIX COUNTY i; OTHER DISTRICT httrzc•//nre err•zzri env/WPhPrn-tal/PrnnPrtv�nmmarvRennrf- Property Summary Report Page 2 of 2 STATE OF WISCONSIN OTHER DISTRICT 3962 i SCH DIST NEW RICHNIOND 'REGULAR SCHOOL 1 8020 i UPPER WILLOW REHAB DIST � LAKE REHABILITATION 1700 WITC TECHNICAL COLLEGE Building Information Buildings Assessments Assessment Summary Estimated Fair Market Value: 0 Assessment Ratio: 0.0000 Legal Acres: 6.210 2020 valuations Class Acres Land Improvements i Total G1 -RESIDENTIAL 6.210 � 49500 188600 j 238100 __ ALL CLASSES � 8.210 49600 , 188600 ? 238100 2019 valuations Class Acres Land Improvements ; Total G1 -RESIDENTIAL � 6.210 � 49500 188600 � 238100 ALL CLASSES �� 6.210 � 49500 188600 238100 Taxes Taxes have not been finalized for the year 2020 Document History All documents are verified as of 1011612016 Doc # ;Type Vol /Page #Pages Signed Date 6A3127 WD 1620/589 _. 1+V0 � 1211 t 7$1 Transfer Date Sale Amount #Properties �0_d0 0 SQ�00 https://gcs.sccwi.gov/WebPortal/PropertySummatyReport.aspx 2/24/2020 5 N O O O O O O C C N .U-. •� O y _ •C � 7 (6 c m 0 J LO N C_ O d N W 0 0 U N N J n d N N (0 N c o O � N N N_ C O a 0 N N i C❑❑❑i❑ CIS 70 zo - Department o - #2012 20--SOIL VALUATION REP '. , s - S fety an p in accord nce with Comm 85, Wis. Adm. Code D�V Page 1 of 5 in 3 onal Se(ylces. Schmitt Soil Testing, Inc. i olx County ' Cornn��� )it nevc�loprr�ent ; County Attach complete site plan n {gaper no' les then 8% x 11-tnc es in size. Plan must St. Croix 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. 026-1076-95-300 Please print all information. wed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Zt� Property Owner Property Location Vetter, Clyde & Marilyn Govt, Lot SW1/4, SW1/4, S26, T30N, R18W Property Owner's Mailing Address Lot # Block #TSuSbd, Name or CSM# 1302 130th Ave, 1 M 912673 city State Zip Code Phone Number ❑ City ❑ Village [❑ Town Nearest Road New Richmond WI 54017 715-246-9497 Richmond ❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial - Describe: Parent material Glacial till (Amery -Cromwell Series) Flood plain elevation, if applicable NA ft. General comments Area is suitable for a shallow mound system, System elevation is 92.90' based off the utHe blished at 92.3n 6_ SI a Qf �� and recommendations: area is 12%. Depth to limiting factor is 38 ❑ Boring j Boring # ❑ Pit Ground surface elev. 93.46 ft, Depth to limiting factor 39 in. Soil Application Rate Boring Horizon Depth in. Dominant Color Munsell Redox Description Qu, Sz. Cont, Color Texture Structure Gr. Sz. Sh. ConsistenceBoundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-10 10yr3/3 none sil 2mgr mvfr as 2vf 0.6 0.8 2 10-21 10yr4/4 none sil 2msbk mfr gw ivf 0.6 0.8 3 21-39 7.5yr4/6 none si lmsbk mfr gw lvf 0.4 0.7 4 �58 5yr4/4 c2d 5y56r2/8 sl Om mfr gw ------ 0.2 0.6 5 58-84 5yr4/4 c2d 7.5yr6/6 7.5yr6/2 sl Om mfi ---- ------ 0.2 0.6 # Boring Pit Ground surface elev. 89.16 ft. Depth to limiting factor _ 3_� in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. ConsistenceBoundary Roots GPD/ft2 *Eff#1 •Eff#2 1 0-5 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0 2 5-20 10yr4/4 none sl 2msbk mfr gw ivf 0.6 1.0 3 20-38 5yr4/6 none sl lmsbk mfr Cs ------ 0.4 0.7 4 38-64 10yr5/3 m2d 7.5yr6/8 7.5yr6/2 sl Om mfr ---- - - - 0.2 0.6 * Effluent #1 = BODS> 30 < 220 mglL and TSS >30 < 150 mg/L CST Name (Please Print) Signature: Thomas J. Schmitt Address Schmitt Soil Testing, Inc. 1595 72nd St. New Richmond, WI 54017 * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L 227429 Date Evaluation Conducted Telephone Number 11 /22/2019 715-760-1978 Property Owner Vetter, Clyde & Marilyn Parcel ID # 0264076-95-300 Page 2 of 5 1-1 Boring F Boring # U pit Ground surface elev. 90.16 ft. Depth to limiting factor 43 Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 040 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0 2 1046 7.5yr4/4 none sil 2msbk mfr gw ivf 0.6 0.8 3 16-32 5yr4/4 none sl Om mfi gw lvf 0.2 0.6 4 32-43 7.5yr4/4 none sl imsbk mfr gw ------ 0.4 0.7 5 43- 4 5yr4/4 m2d 7.5yr6/6 7.5 r6 2 sl Om mf ---- ------ 0.2 0.6 ❑ Boring 4 Boring # y, Pit Ground surface elev. 96.56 ft. Depth to limiting factor 84+ in. Soil Application Rate Fwm "I Horizon MMMMMM�MWERMEMME Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-20 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0 2 20-32 10yr4/4 none sil 2msbk mfr gw 2f,2vf 0.6 0.8 3 32-38 10yr4/4 none scl 2msbk mfi gw 2vf 0.4 0.6 4 38-54 7.5yr4/4 none sl/Is 2msbk mfr cs 2vf 0.6 1.0 5 54-84 5yr4/4 none sl Om mfi ---- ------ 0.2 0.6 ❑ Boring Jr Boring # X pit Ground surface elev. 95.21 ft. Depth to limiting factor 42 -ISoil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz, Cont. Color Texture Structure Gr. Sz. Sh. Consistence MEN Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 044 10yr3/3 none sil 2mgr mvfr as 2m,2f 0.6 0.8 2 14-21 10yr4/4 none A 2msbk mfr gw 2m,2f 0.6 0.8 3 21-27 10yr4/4 none sl 2msbk mfi gw lvf 0.6 1.0 4 27-42 10yr5/6 none Ifs icsbk mvfr as ivf 0.5 1.0 5 42-72 5yr4/4 m2d 7.5yr6/67.5 r6 2 sl Om mfi ---- ------ 0.2 0.6 * Effluent #1 = BODS> 30 < 220 mg/Land TSS >30 < 150 mg/L *Effluent #2 = BODS < 30 mg/Land TSS a 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. SBD-8330 ([t.07/00) Schmitt Soil Testing, Inc, Property Owner Vetter, Clyde &Marilyn Parcel ID # 026-1076-95-300 Page 3 of 5 6 ❑ Boring Boring # ❑pit Ground surface elev. 95.38 ft. Depth to limiting factor 38 Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDlft2 *Eff#1 *EfF#2 1 0-10 10yr3/3 none sil 2mgr mvfr as 2m,2f 0.6 0.8 2 10-16 10yr4/4 none sil 2msbk mfr gw 2m,2f 0.6 0.8 3 16-29 7.5yr4/4 none grsl 2msbk mfr gw ivf 0.6 1.0 4 29-38 10yr6/4 none fs Osg ml as ivf 0.5 1.0 5 38- 4 5yr4/4 m2d 7.5yr6/6 7,5 r6 2 grsl Om mfi cs ------ 0.2 0.6 6 64-84 5yr4/4 m2d 7.5yr6/6 7,5yr6/2 sl Om mfi ---- ------ 0.2 0.6 ❑ Boring Boring # ❑Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 ❑ Boring Boring # ❑Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Effti2 * Effluent #1 = BODS> 30 < 220 mg/Land TSS >30 <150 mg/L "Effluent #2 = BODS < 30 mg/Land TSS <30 mg/L The Department of Con3merce 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. S6D•8330 (R.07/00) Schmitt Soil Testing, Inc, Paae 4 of 5 -I 0 Z n fD p Q p N .Z7 N S2d �. 1 :U 0 p O S O (.O Q < M. " < a W o p -i o m ail 0 o»g wpm �' o nZi N N C N O m amp O C O Q0. � rn 00 oDa ga �o m � z m 0 - I o m o m c y a o p m n g O c r n Q' X n � � � '^ 'a_ � n n f•1 O �C G Page 5 of 5 s0 Q r w O MK cc w o . ... V_. _. _.-- _ - __- »0 N og� , w - - IS �4 k F= PFF • W� W Y v. .�•A' 50445'� CERTlF1ED SURVEY MAR Located in pert of the SW� of t.lte SWlj of Section 26, T36N, R18W, Town of Richmond, St, Croix County, Wisconsin. AREA 2.51 acres Including r/r 109,338 sq. 11. Including r/v 1.96 acres excluding r/r 85,3G3 sq. fl• excluding r/r ®WI/4 CORNER 1 SECTION 26 NIn 7t ��� A� ppr z BIZ W mm N p° n� y A ?_ Z� es' a�' 589°37' 4 5.00 Z � I� � . �-{ Q � cn I o m ° IG � �t30'- �nf I �� N U m b a ' 00 n i � FILE® a � N �. ��� 2 g 1993� ^ � �' 6 S A 2, JAkES O'CO'�NEII 9 u '" ' R�'.s'c, at OoeCs o �• �, S�CtcaCq.,WI � � z m .. n N �. .a v o e• W v N ,.. e�i+ N O = T N n _ o 3�0, 00' �o il-. I� A I'L LOT ! � v= i� F I -I I —1 N �n House u IG .i.......................... ...._Q+ �, N89°31'OI"W II Q Ij 07 l i_� � p i+�) 310.00' I{ 4�, O w L.� N89�37'37• W J �' 5w CORNER N89°37 32 w �_w� �T 2251.57 SECTION 26 130T_ I-i AVENU_E ---� /� SECT ON�N26 IQO' I 70 � IJ1i'I_A ( i E;J �I-��1Cj LSOUTH LINE OF THE SWV4 �( `—"""—` —"---' OF SECTION 26 LE(GI;Nll 1 OWNER O 1" x 24" iron pipe set, Thous Nrohn weighing .1.68 lbs. per 2131 Hry, 35 H. •� QV ED linear foot �+ Soeerset Ni. • 1" iron pipe found � 5G025 . �. �liG Z 6 �3' Q aasonry nail found /� rn�,,/ - •��• � 100' raadray setbaclyy�• ll }e' S' 3 � Septic systes I` l'1.l' `, �� ��` This ii�strueent drafted by Ed Flanw Job Ho. 92-17-193 �tHlf COUNTY •.nenyjw PlannLg •unp snd .^.arw�ttfN vt raKorded Scat_E IN cEE4"��yd�yS of�� 0 5 `Q -� �' 200 Vol 9 page 2673 Page 1A szioliw ''V BCD STAI F. BAR OV W15C:ONSIN PORM 1 — 15)82 WARRANTv m7m )OCUMCNT NO. conttys and warrnnis to � L husband and wife proper _ the following des, rifxd r it cstvc lit Slate of rh isconsin zT. CROItIN CIO., kilt! f -- 1) EG 2 1996 i15i tldi]_ijL:LV1 11eCs P!t 8 s 00 A. m ip ftltar i lal ----- f +';..r tot...... f % (Hf2i 6t�ACE HE*:EriVEt) fUH r1Er:!)ggtN® I?hiA Rcrunrd n110nB415 C(nunly' 1E: 6RAr10EL +t7GNTlr(CATtpN rtUMREii li�d i, This _15 ))OIV1f1gIf1 1 property (Is} j(}{p 1t r.xCeption to warranties: Easements, restrictions and rights -of -way of record, if any.11 �� Dated this .�.� 25 tit __^_ day of T_ NuveRiber , n-D , t9_ 96 I — �! is A. tfArin {sent,) 'i G oria J. Marines 1 AUTHENTICATION ACKNOWLL•DGMU.N1' stmc of Wisconsin, Counly �inthcmic':u t'cl tht' __ _ _ day of __. ._ __--- _.. 19 __.._ 1'r-t lty rams bdotL nt17 this � ' Cti _ day ut �. the above named ------ ----------- -------�_----------------- ---- _._11ar_ic��;,__ k�ushand_�>ZcL_tai£�e,-------------- '. tl rl_[ MEMU'R STATE BAR OF eV15CON51N t I f not�------------- ambortztSd by 4706 00, Wlev 51.1t5) tn� ��trt�l tc Lc the i. crs'in who ev: Ctlt d the foroFnrnt; rri_,t),te tnd TekiwNit cdgc 0 c saint, 1'Nli INSTRUMEN'T `NAS DRAT Tf_r) OY .a _ Arlo 3i y ss�x l ins C2f;l3nc1 / r rkp14PnHua o J: �C 1 f) Cro i xrl� ( Nni .n Lc, ._l,t.t Est Bltrt e ,.,jy-ec...mt>.,u�a a itcen..tnent flf trot .,trr cyS�cr.eenn data Notary r'ub17C E !ANL TF rRKLSN ,,oil. INa..jr„,.tt,;f„t.h.,,. Ct U10.V�1A lifll) CLATI nVft (rr rtt-ISf'L�� S113to (If- Page 13 G�art; .oE SW1/4 of West, St. C'xoix Ce.rtifled Survey Doc. No. 504457P Aiv �u t� 1 r'. Cu�ew LVI&:nr 0. 706 4E20 S4l1/4 of. Section 26, `I'cwnsh.ip .30 N��ztttRange 1k3 C01-Anty, Wisconsi, n described as fol Tows F. [,ot: 1 e) f Map Filed August 26, 1993 i.r1 Vol . 9, Page ?673 , A parcel located in part �:;C the SWl/i ut tltc SYl1j�t of SnCr,ion 7.5, Township 30 North, Range 1.8 West,Town of ;ticlImond; y't . Croix County, Wisconsin described as follows; Commencing at the 5W ��orner oFsaid Section 2G; r.}�enre N00 G1' 15">ti, slang ►:he west line of k;he 5W1/4 of said section, 308.00 Feet to the point 2F beit Ia. r_2 1_he►►ce cont:ln ring moo 04' 1511E, along said west iine, 476 .09 feet; thence S89 flu` 1.5'G, along the sou1%.11 111le of Lot 2 of Certicled Survey Map recorded in Volume 9, Page 2486 au the St. Croix County Register o[ Deeds office, 355.00 feet; thence 500 04115"W, el76.38 F.eEt to the NC corner of Lot: l oE• Certi+'i.ed Survey Map r.•ecorded in Volume 9, Page 3673 at said oEf ice; thence N89 37, 32"W, along the north l.it►e of said 1.4t 11 355 Ao Feet to the point n �eq.irin 9 a This parcel is.subject to right ••of wway For StaCe Trunk Highway 1165" and all easements of record. Tl1P$P two parcels are irttendecl to be Conveyed l'ogett►ec to create one parr.el and this transaction is thereby exempt from (�11ayCer ].fl of the St. Croix Cour►ty Land Use Regulations pursuant to section 18 . 05 (A) (3) .