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040-1197-70-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 582018 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 2573674 Permit Holder's Name: City Village Township Parcel Tax No: Mark & Debra Kaisersatt TOWN OF TROY 040-1197-70-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: /aa IY\ 1 C •i'- 04.28.19.901 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic h T~ Z ~35a Benchmark ,1 /Oj,3 Lot 3'7 Dosing % Alt. BM e~at,._ P~ • s /bop ' rA4e - Ga u. 17 Bldg. Sewer Holding SVHt Inlet j TANK SETBACK INFORMATION St/Ht Outlet 13 SS ~j~ S TANK TO P/L WELL BLDG. en o Air Intake ROAD Dt Inlet ~a~ 3 3 3 Septic Dt Bottom Dosing , Header/Man. 9 b Z~.' /a• Aeration Dist. Pipe Holding Bot. System 163 . - 7/-PUMP/SIPHON INFORMATION Final Grade ~.6 Manufacturer O I Demand St Cover, C GP ,C~4Y Model Number J,, ll ll ! ZO- 03, /4 TDH Lift Friction Loss System Head TDH Ft Forcemain 1 Length Dia. 11 1 Dist. to well 1601 ~ Z SOIL ABSORPTION SYSTEM 4.3 III BED/TRENCH Width Length NPIT DIME SIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS "~s" ~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Qf System: 1:3 ' UNIT Model Number: f11 DISTRIBUTION SYSTEM Header/Mandold Distribution 100) 1 x Hole Size Hole Spacing / Ve t to Air Intake Z, 7Z, ~IJ Length Dia /'6 Length 3V 7 Z Dia Spacing 2' (47 3Z 1f ix SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center O Bed/Trench Edges Topsoil i P3 ' , Yes ❑ No es No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: (6/2.1/)5 Inspection #2: Location: 561 HIGH RIDGE DR 1 ~e~.J cam. ' 1.) Alt BM Description 2.) Bldg sewer length = 1_i~ ( - amount of cover Plan revision Required? ( Yes No 16 Z L S j S ] ~ " Use other side for additional informat SBD-6710 (R.3/97) Date Insepctor's gnature Cert. No. °`zrr~E County Industry Services Division t. Croix Y (N ~ 19 Nib 1400 E Washington Ave P P.O. Box 7162 1 Pe umber (to be filled in by Co.) ry ° L CROIX COUNTY Madison, WI 53707-7162 3 ~~Zb! O UNITY DEVELOPMENT I r . Sanitary Permit Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit 2573674 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 provide may be used for secondary Project Address (if different than mailing address) purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. Same 1. Application Informati - Please Print All Information Al't Property Owner's Name Parcel # Kaisersatt, Mark & Debra I 040-1197-70-000 Property Owner's Mailing Address Property Location Ql/ 0, ~q . d 561 High Ridge Drive Govt. Lot p Code Phone Number SE '/4, NE '/4, Section 4 City, State F54016 Hudson, WI (circle one) T28N ; R19Eor® 11. Type of Building (check all that apply) ® 1 or 2 Family Dwelling - Number of Bedrooms 29 Subdivision Name High Ridge El Public/Commercial - Describe Use Court I' Addition 0- Block # ❑ City of ❑ State Owned -Describe Use QSM Number ❑ Village of V x 75 0 J 4 ® Town of Troy III. Type of Permit: (Check only one box on line A. Complete line B if applicable) d A. ❑ New System ® Replacement 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 IV. Type of POWTS System/Component/Device: (Check all that apply) - :::~~01% ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ® Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank Other Dispersal Component (explain) ❑ Pretreatment Device exp am i/ V. Dis ersal/Tre ment Area Information: Desi n Flow System l g (gpd) Design Soil Application Dispersal Area Required (sf) Dispersal Area Propo d (sf) System Elevation 600 Rate(gpdsf) 1000 1394 103.89" / 0.6 VI. Tank Info Capacity in Gallons a o Total # of 0 :1. ~M !5 Gallons Units Manufact s; New Tanks Existing Tanks F a U v) in W c~ w Septic or Holding Tank 1350 1350 I Unknown ® ❑ ❑ ❑ ❑ Dosing Chamber 1000 1000 1 Wieser ® ❑ ❑ ❑ ❑ VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber' e MP/MPRS Number Business Phone Number John Schmitt 223760 715-760-0486 Plumber's Address (Street, City, State, Zip Code) 616 150th Ave. Somerset, WI 54025 VIII. Coun /De artment Use Onl pproved Permit Fee Date I tied Issuing nt Signature wn en Reason for Denial $ (005- `d ZZ rS IX. Cond1 'pfi, asons for Disapproval 31 44 0JVL -t Q. 1: - eptic r and tank, e1f1Ui~tie disperr>al cell .all he se k e / main a'ned w! (~naQ^ as per managoftryt plan provided by plumber. 2. All setback r egi>dFemerrts must be maintained as per a licable code / ordinances, 6~ S Attach to complete plans for the system and submit to the Coun only r paper not less than 8 1/2 x 11 inches in size G,a SBD-6398 (R03/14) ~otPtkRT°~Ewr DIVISION OF INDUSTRY SERVICES 3824 N CREEKSIDE LA D HOLMEN WI 54636 3 ,S` P K Contact Through Relay S http://dsps.wi.gov/programs/industry-services www.wisconsin.gov BOSS!°r2tis~e Scott Walker, Governor Dave Ross, Secretary July 15, 2015 CUST ID No. 223760 ATTN: POWTS Inspector JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 616 150TH AVE 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/15/2017 SITE: Mark and Debra Kaisersatt Identification Numbers 561 High Ridge Dr Transaction ID No. 2573674 Town of Troy Site ID No. 814675 St Croix County Please refer to both identification numbers, SETA, NE1/4, S4, T28N, R19W above, in all correspondence with the agency. FOR: Description: Four Bedroom Mound System / 8% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1545205 Maintenance required; Replacement system; 600 GPD Flow rate; 27 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter 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. CO No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, DEp7, stats. pROFES The following conditions shall be met during construction or installation and prior to occupancy or use: aIVISjON OF 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. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with 4::Z, EE COR 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. Access to the filter for cleaning must be provided per SPS 384 product approval conditions. • All POWTS component piping material shall be SPS 384, Wis. Adm. Code compliant. • The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or soil compaction is prohibited in this area. • 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. JOHN F SCHMITT Page 2 7/15/2015 Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs 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. 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 may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter 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 This Amount Will Be Invoiced. Gerard M Swim When You Receive That Invoice, POWTS Plan Reviewer, Division of Industry Services Please Include a Copy With Your (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm Payment Submittal. jerry.swim cr wisconsin.gov WiSMART code: 7633 cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm JOHN F SCHMITT Page 2 7/15/2015 Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs 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. 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 may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter 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 This Amount Will Be Invoiced. Gerard M Swim When You Receive That Invoice, POWTS Plan Reviewer, Division of Industry Services Please Include a Copy With Your (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm Payment Submittal. jerry.swim@wisconsin.gov WiSMART code: 7633 cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm i MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Project Name: Kaisersatt 4 Bedroom Mound 'JUL 1 2015 Owners Name: Mark & Debra Kaisersatt QUSTRY SERVICES Owner's Address 561 High Ridge Drive Hudson, WI 54016 Legal Description: SE1/4, NE1/4, S4, T28N, R19W Township Troy County: St. Croix I Subdivision Name: High Ridge Court 1st Addition Lot Number: 29 Block Number Parcel I.D. Number 040-1197-70-000 pR®Mq~ lY Plan Transaction No. )F QED SgFETYqN~O D Page 2 Dataxentd title pNoUS o y SE, ES Y SFRVlCES Page 3 Mound d awings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan 2 Page 7 Dose tank specifications OENC • Page 8 Effluent filter information Page 9 & 10 Pump specifications and curve Page 11 Plot plan Page 12 Septic tank maintenance agreement Page 13 Existing Septic Tank Certification Page 14 Occupancy Affidavit Page 15 Warranty deed Page 16 CSM Attachment Soil evaluation report Designer: John Schmitt License Number: 223760 Date: 6/29/2015 Phone Number: 715-760-0486 Signature: Designed Pursuant to the 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 \Norksheet Site Information {R or C, R Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00? Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for 1.501 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of - 36 inches. 600.00 Design Flow (gpd) 8.00 Site Slope 103.14' Contour Line Elevation (ft) 27.00! Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ftz) Distribution Cell Information _ 75.00; Dispersal Cell Length Along Contour (ft) = 8.00 Cell Width (ft) 1.00; Dispersal Cell Design Loading Rate (gpd/f 2) 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 2.67 Lateral Spacing (ft) If N above, enter the elevation (ft) 6' Number of Laterals of the highest point. 0.156' Orifice Diameter (in) 2.67 Estimated Orifice Spacing (ft) = 7.14 ft2/orifice 2.00 Forcemain Diameter (in) 160.001 Forcemain Length (ft) Does the forcemain drain back? Y 0 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 26.10 Forcemain Drainback (gal) 1 Vertical Lift (ft) 101.08 5x Void Volume (gal) 6.63 F •iction Loss (ft) 127.17 Minimum Dose Volume (gal) + S ' In-line Filter Loss (ft) 45.23 System Demand (gpm) l Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection choice in. dia. o tions choice in. dia. options 0.75 _ 1.25 1.00 x 1.50 x x 1.25 x 2.00 x 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 13.5.-0-. 0 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Unknown Manufacturer u gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 1000.00: Dose Tank Capacity (gal) ASR SAM -TEtf f Filter Manufacturer 27.83; Dose Tank Volume (gal/in) ST'.F- too `Filter Model Number Wieser Concrete Manufacturer Project: Kaisersatt 4 Bedroom Mound Page 2 Mound Plan and Cross Section Views 1/10 B J . , . Observation Pipe' _ A W :I. f3 z L Mound Component Dimensions A [A9.00 ft E 16.68 in H 1.00 ft K A23. ft B ft F 9.50 in z 10.59 ft L ft D in G 0.50 ft J 4.94 ft W ft 600.00 (ft) Dispersal Cell Area 1393.91 (ft) Basal Area Available 8.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 105.68 (ft) ► ♦ H G 1 104.39 (ft) Lateral I F Dispersal Cell 103.89 (ft)-~ - Invert Dispersal Cell]` Elevation E D - :::Q:::::::::.. 1 l 103.14 (ft) Contour Elevation 8.0 % Site Slope Geotextile Fabric Cover Shading Key a T Dispersal Cell See lateral details on 10 Topsoil Cap c a 1.5 ft Page 4 for number, size, Q 7 Subsoil Cap w o and spacing of laterals. ©0 ASTM C33 Sand ca Laterals are equally ® Tilled Layer c m 0.5 ft Typical ~aterai spaced from the w distribution cell's © Aggregate a o centerline in the A distribution cell (AxB). Project: Kaisersatt 4 Bedroom Mound Page 3 . Center Connection Lateral Layout Diagram Force main connection via tee or cross to manifold at any point. Laterals are identic al ISM= S .L t p s y •~Turn-up wtballvalve or I<X--4IEx12 ( x/2-)I Laterals & forcemain Sch 40 PVC cleanoutplug per SPS Table 384.30-6 Holes dtilled on the bottom of the lateral. Number of Laterals 6 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.72 ft Lateral Length (P) 36.72 ft Orifices per Lateral 14 Lateral Spacing (S) 2.67 ft Orifice Density 7.14 ftz/orifice Lateral Flow Rate 7.54 gpm Manifold Length 5.33 ft System Flow Rate 45.23 gpm Manifold Diameter 1.50 in Total Dynamic Head ft Forcemain Velocity 4.62 ft/sec 2b.v7 ' Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC 4 in. min. Disconnect Tank component is properly vented Altemate outlet location Forcemain diameter Wieser Concrete Manufacturer 2 in. Capacityl 1000.00 Gallons Volume 27.83 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 17.36 483.21 B 2.00 55.66 C Pump off elevation (ft) C 4.57 127.17 90.00 D _ 12.00 333.96 D Total 35.93 1000.00 +Dose tank elevation (ft) Bedding un er tank. 89.00 Alarm Manuafacturer ?SJE Rhombus Note: Switches Alarm Model Number 'Tank Alert AB containing mercury may not be used in Pump Manufacturer `Zoeller this system. Pump Model Number 140 Pump Must Deliver 45.23 gpm at ®ft TDH 26r o-7 r Project: Kaisersatt 4 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 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1350 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ftz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 3 ears Mound _ Inspect for~onding and seepage once every 3 years Miscellaneous Construction and Materials Standards 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 6-8" Diameter Lawn - Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Kaisersatt 4 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. 10/12), SSWMP Publication 9.6 (01/81), 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 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 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 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. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify 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 BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS, 10 mg/L FOG, and 104 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. 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. Project: Page 6 an-aooww :3~1~ 99-ve-gZ2-008 OLOZ 'Ndf (13SIn38 o \ : nod-isod •:31va oloz kHvnNvr :~vo osc~s w '~+ooa N3aivW oL lMH sn sic~M ~b'f1Nb'W OIld3S Z n3a w o :anod-3ad o- L -u t :3lVDS 3WS A Nnnva 13018 M3131M = aW-OOOLd-M V) \ J z W q O Z LO m w C7 J z . U Q (n M O o p° O 0 U N ~ w W z F- J ^ J h- O- J O 0 0 p~ it O° W O H O < N O -W LL 1- ° Qe °m ZRW< z p RZ' wwP ° Z V C-) oQ QJU J Q O mU Z H w w °w m Q oo cn LL° o a o o U wW~ 0 mown ~~"w ~]r Z ~ Wz ° O~ U co c~n m z> a Ual 0 LL UZ 9oo0 ~MJ wQ aW~ OD JF- ap ? NZ zi~ Y O l~J w O o LL. o mw av ww Qo k~ Q n F- a N P- . ° 0 J o a a O LLI \Li0 NOJp~W~ WQ0 W~Q N JO. ao z w o z I U) N~ JOacopz ~NH' Oz~ U Y J O Q J W~ QO LLJ v)..0 x01- ..3p= °VY OOW Q QwQ W m~ Do M:r w zo~j~°1 °z. ¢ °z~o 0 ~~cp~ Y~°z zwx wU < En Y °<o oa Z fn3m Ug= J~M:D Qd 0 Q~3.. ZOQ Z Z3 Q L) 0 O Q W W W O FQ- Y ~~W1 Y 2 J J C3 O QO Z Z > Z to p z Z J 2 J F- U FQ- U w U Z Q 2 U w X > W Q O O W W L~ (n Q W 0 Q -j J U m ~ J J O m F- En W U O>0 9 6F 0 Z a a_ ()0 O a W 0 U- d W w I ~ N N / ()f W\ Svo „b O U U W W a 1 ,22 do F- 0 I w I Imo' a 0 Q 5 > d ~ „9£' 1.2 w (A 0 U J O N X W \ N ~ / Sdo "t, 0 ~a „LV do w w I w m O 0 N W J Z_ U ,Zt < D Z 98 „l9 w Q N Y Z Q H PRESSURE FILTER INSTALLATION & SERVICE INSTRUCTIONS ~t L7TCFR 1455 Lexamar Drive Toll Free 888-999-3290 Opice 231-582-1020 Boyne City, N fl 49712 Fax 231-582-7324 Enrctil ~afen iz e~i-simtech co+n Web a~-,omtech com 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**. ~ or:)est pe f:01r ""range, if a the 4 va}.' to :nstalied it sr=oulo only be after the outlet of :tie Nte,t" 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-101 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 wane 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 its 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 Page 8 SECTION: 2.20.045 M1502 F 1211 Zo Supersedes Product information presented 0710 here reflects conditions at time zo~tm of publication. Consult factory regarding discrepancies or visit our web site: inconsistencies. MAIL TO: P. O. BOX 16347 • Louisville, KY 40256-0347 SHIP TO: 3649 Cane Run Road - Louisville, KY 40111-1961 www.Zoeller com (502) 778-2731. 1(800) 928-PUMP • FAX (502) 774-3624 -"ARE THESE FEAT U RES 14014140 & 14514145 Cast Iron Series Durable Cast Iron construction Model 140 features a Non-Clogging engineered (For Pump Prefix Identification see News & Trews 0052) thermoplastic vortex impeller design and passes 1/2" spherical solids "FLOW=MATE" Model 145 features an engineered thermoplastic single vane impeller design and passes 3/" spherical solids FOR SEPTIC TANK - LOW PRESSURE PIPE (LPP) Motor - 60 Hz, 3450 RPM, oil-filled, hermetically AND ENHANCED FLOW STEP SYSTEMS sealed, automatic reset, thermal overload protected Available in both single or double shaft seal designs EFFLUENT OR DEWATERING PUMPS Carbon/Ceramic mechanical shaft seals Assembled with Stainless Steel bolts SUBMERSIBLE ,app '/z' NPT DISCHARGE Stainless Steel lifting handle 1 Upper sleeve and lower ball bearing running in bath of oil 20 ft. UL Listed Neoprene cord with molded plug cap f and ground wire Model 8N140 Model 140 1'/2' NPT vertical discharge and BN145 and 145 Single Seal Single Sea{ BN and BE models include a variable level float Pimps Pumps switch and 1'/z" X 2" PVC adapter fitting Operates at temperatures to 1307 (54°C) in effluent or dewatering applications Corrosion resistant powder coated epoxy finish Note: The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles ordosing timers with nonautomatic pumps. C HOUS Model 4140 Tested to UL Standard UL778 and 4145 and CeitiBed to cSA Double Seat Standard C222 No. 108 Pumps Z A9 POWDER 00 COATED MAIL TO: P0. BOX 16347 TOUGH- Louisville, KY 40256-0347 SSPrifA SHIP TO: 3649 Cane Run Road Louisville, KY 40211-1961 (502) 778-2731. 1(800) 928-PUMP MODELS AVAILABLE FAX (502) 774-3624 • Automatic (Models BN 8 BE) • Nonautomatic Manufacturers of... 1 HP, 1 Ph 115V or 230V (140/4140) Z • % HP,1 Ph 115V (145/4145) O , QUQL/TY PUMP6 ~NCE ~~J~/ " © Copyright 2011 Zoeller Co. All rights reserved. Page 9 TOTAL DYNAMIC HEAD/FLOW PUMP PERFORMANCE CURVE PER MINUTE MODEL 140/4140/145/4145 75 EFFLUENT AND DEWATERING 37/6- 65116 22 MODEL 140/4140 145/4145 4518 20 65 j T Feet MetersGal. Liters Gal. Liters so 5 1.5 86 326 61 232 0 3 29132 10 30 80 303 60 228 + 15 4.6 73 276 56 213 0 6 O w - 20 6.1 66 250 53 201 25 7.6 59 223 49 186 1112 -11 V2 30 9.1 49 185 45 J 40 40 12.2 28 106 35 X12 ` 50 15.2 - 26 3s 60 18.3 - - 16 Shut oB Head: SO ft.(5.2m) 7A ft(20 30 8 ~ m 1213132 I 5 150090 4 6 45,12 2 SKI 524A 5 i 455 m 0 4+45 H40 10 m 3o Po % 60 70 I couavs LREHS 0 80 +fio 240 320 , • • 3 _ - PLOWPERMINUTE = 376 6516 • Electrical alternators, for duplex systems, are available and supplied with an alarm. 4516 • Mechanical alternators, for duplex systems, are available with or without alarms. • Control alarm systems are available for 1 phase pumps used in simplex system. See FM0732. 321132 • Variable level control switches are available for controlling single phase systems. I • Double piggyback variable level float switches are available for variable level long cycle controls. + • Sealed Qwik-Box available for outdoor installations. See FM1420. ° • Refer to FM0806 for applications above 130T (54°C). ua 11112 14014140 $145/4145 MODELS - SINGLE PHASE Control Selection Model Model Volts Mode Amps Simplex Duplex N140 N4140 115 Non 12 1 or2 3 j E140 E4140 230 Non 6 1 or 2 3 BN140 BN4140 115 Auto 12 i BE140 BE4140 230 Auto 6 N145 N4145 115 Non 13 1 or 2 3 4 5132 E145 E4145 230 Non 6 1 or 2 3 1 SK15248 BN145 BN4145 115 Auto 13 BE145 BE4145 230 Auto 6 ---SELECTION GUIDE "Single piggyback switch included. 1. For automatic use single piggyback variable level float switch or double piggyback variable level float switch. Refer S'TAND PIN +.421 Reduces potential clogging by debris. to FM0477. Replaces rocks or bricks under the pump. 2. See FM 1228 for correct model of simplex Made of durable, noncorrosive ABS. "Easy assembly" control panel. Raises pump 2" off bottom of basin. t°umnot Indudea j pipe 3. See FM0712 for correct model of duplex Provides the ability to raise intake by adding control panel sections of 1 Y2" or 2" PVC piping. Attaches securely to pump. o cnunoN Accommodates sump, dewatering and All insImiation 45tcontrois, protection devices andwirinc:6t~.oon effluent applications. )edc nv i yualihed➢ Fnsed electrician, All e rtri ' and NOTE: Make sure float is free from obstruction. atety ,odes should be o lowed including the Most. ecent Na lonal °-Iec*ric Lode !NEC; and the ci,,;pat,onal Safety ,and Health Act iOSHA') . RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump, © Copyright 2011 Zoeller Co. All rights reserved. Page 10 PLOT PLAN N Project Name: Kaisersatt 4 Bedroom Mound Legal Description: SE1/4, NE1/4, S4, T28N, R19W P.I.D: 040-1197-70-000 Subdivision Name: High Ridge Court 1st Addition Lot 29 SCALE: 1° = 50' Township: Troy Parcel Size: 3.500 Acres County: St. Croix Contour Line Elevation: 103.14' Cell Dimensions: 8'X 75' 4 inch Sch 40 -ASTM D2665 System Elevation 103.89' Mound Dimensions: 192.17'x 23.53' 2 inch Sch 40 -ASTM D1785 Slope: 11/2 Sch 40 -ASTM D1785 BM1 Elevation: 100.00' To of concrete slab under patio door AL BM2 Elevation: 97.13' To of existing septic tank manhole cover ■ Backhoe Pits: Existing Tank: 1350 gallon Septic Tank New Tank: 1 1000 gallon Dose Tank with SIM/TECH STF-100 Effluent Filter / ' ~ic I t C-At / CONTOUR LI AhF CpOV 6AL 1 I .A I- j v I WT I-L I V III I Page 11 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mark & Debra Kaisersatt Mailing Address 561 High Ridge Drive Property Address S a m e (Verification required from Planning & Zoning Department for new construction.) City/State Hudson, W1 Parcel Identification Number 040-1197-70-000 LEGAL DESCRIPTION Property Location SE 1/4 NE 14 , Sec. 04 , T 28 N R 19 W, Town of Troy Subdivision Plat: High Ridge Court , Lot# 29 Certified Survey Map # , Volume , Page # Warranty Deed # (before 2007)Volume , Page # Spec house ❑yes[Dno Lot lines identifiable Elyes❑no SYSTEM MAINTENANCE AND OWNER 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 §SPS. 383.52(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 Safety And Professional Services 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 a/tr to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a warrranty deerded in Register of Deeds Office. Number of bedrooms I RE OF APPLICANT(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. 04/12) Page 12 ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF EXISTING SEPTIC TANK(S) This is to certify that I have inspected the existing septic and/or dose tank presently serving the following residence: (Street address) 561 High Ridge Drive located at: SE 1/4, NE '/a, Section 4 , Town 28 N, Range 19 W, Town of Troy , St. Croix County Wisconsin. Upon inspection, I certify that I have found the tank(s), to the best of my knowledge, will conform to the requirements of SPS. 384.25, and it (they) appear(s) to be functioning properly. Most recent date of inspection or service June 12, 2015 Did flow back occur from absorption system? Yes No (if no, skip next line.) Approximate volume or length of time: gallons minutes Tank Capacity: 1350 Construction: Prefab Concrete X Steel Other Manufacturer (if known): Age of Tank (if known): 36 Permit number (if known) 1060 John Schmitt (Li used Plumber Signature) (Print Name) MPRS 223760 (Title) (License Number) MP/MPRS 6/29/2015 (Date) Form to be completed by licensed plumber (Dept of Safety and Professional Services Chapter 305 and s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) Rev. 2/2012 Page 13 M r ~ M~ .9 po^~~D 0 N8?°36'39"E Sao Ut d N$- 0 F 21518' A\ ~V 314,05' '22"E N6 N$7°03 40 13` H 203.05' Q0 5\o2a o dos ,~°p~p • 2 '1 0' 176° 13 4 ? 2 'S 3~ 14 .f W) OIPL ell `cJ h 's H = 1160 32' o , O / in `atihh~ Ja64047' 17 h0 Q , ~h RES 2.73 ACRES h opti ohs 28 9 / A 6 S 243' 15 20A~ 56 3 ~d /~~~SOo 6, y / S5o _ G,. 748 51 03,09 ss0, ~ t7 "04, J I S6Sf 4 155oO3p9 r = 18 29 " -N ~ 3.90 ACRES N 3.59 ACRES tO o cv r~ tll N N o U 3 tat ~ N p '0 d N v n. cV to to U') Arc 00 1 383 30, X05.96 187.53 ~ ~ p o 5 f -,2 89.8 = Nh6'' 2-~9 . ae3.30 OD tih 6 2 _N ohm 4 16 AC o 240.00 7 R=$0' S89o39'38*'E 23 4.70 ACRES 3S, 9 36 9 cl -K) o ^~1 Et F h 3 tNV 5-•,, S • Pr~/~ N N o O 4 2 cJ 26 Pa9e4tr ACRE K 27 ACRES c~ a i~ errac in 2.83 ACRES !ti RECEIVE P q (a 73 ° De artment q~ #1787 S - Safet an' 1 OIL EVALUATION REPORT a Page 1 of 6 y laccordance with Comm 85, Wis. Adm. Code Professional&.Wb1X COUNTY Schmitt Soil Testing, Inc. Attach complete site plan olf e~nbf XsQ;Xri67:k'1"t es in size. Plan must County 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 o4a1 97-7 000 Please print all information. Revie By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Kaisersatt, Mark & Debra Govt. Lot SE1/4, /El/4, S4, T28N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name r CSM# 516 High View Drive 29 High Ridge Court 1 St Add'n City State Zip Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road Hudson WI 54016 Troy High Ridge Drive New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial - Describe: Parent material Till over Limestone bedrock Flood plain elevation, if applicable NA ft. General comments Area is suitable for a mound system. System elevation is 103.89' based off a contour line established at 103.14'. Slope of area is and recommendations: 8%. Depth to limiting factor is 27". ❑ Boring F-11 Boring # Pit Ground surface elev. 96.09 Depth to limiting factor 72+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 10yr3/2 none sil 2mgr mvfr as 2m,2f 0.6 0.8 2 5-12 10yr5/3 none sil 2msbk mfr gw 2f,1vf 0.6 0.8 3 12-22 10yr4/4 none sicl 2fsbk mfr gw 1vf 0.4 0.6 4 22-28 7.5yr4/4 none grsl imsbk mfr gw 0.4 0.7 5 28-72 7.5yr4/6 none sl Om mfi 0.2 0.6 Boring 2 ] F Boring # Pit Ground surface elev. 104.24 ft. Depth to limiting factor 66 /in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10yr3/3 none sil 2mgr mvfr as 2f,2vf 0.6 0.8 2 4-13 10yr5/3 none sil 2fsbk mfr gw 2vf 0.6 0.8 3 13-24 10yr4/4 none sic[ 2fsbk mfr gw 1vf 0.4 0.6 4 24-66 5yr4/4 none sl Om mfi cs 0.2 0.6 5 66+ 2.5y7/6 Fragmented Limestone * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS .5.30 mg/- CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 6/12/2015 715-760-1978 SBD-8330 (R.07/00) / Property Owner Kaisersatt Mark & Debra Parcel ID # 040-1197-70-000 Page 2 of 6 Boring Depth to limiting factor 65 in. 3 Boring # V1 Pit Ground surface elev. 101.64 ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure ConsistenceBoundary Roots •t ff# GPDt tEfi#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-6 10yr3/3 none sil 2mgr mvfr Cs 2f,2vf 0.6 0.8 2 6-15 10yr4/4 none sil 2fsbk mfr gw 2Vf 0.6 0.8 3 15-20 7.5yr4/6 none scl 2fsbk mfr gw ivf 0.4 0.6 4 20-65 7.5yr4/4 none fsl Om mfi a 0.2 0.5 5 65+ 2.5y7/6 Fragmented Limestone ❑ Boring a Boring # Pit Ground surface elev. 99.88 ft. Depth to limiting factor 48 in. Soil Application Rate 0 Horizon Depth Dominant Color Redox Description Texture Structure ronsistencel Boundary Roots *Eff# GPD/ftEtTtt2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-7 10yr3/3 none Sil 2mgr mvfr Cs 2f,ivf 0.6 0.8 2 7-19 10yr5/3 none A 2fsbk mfr gw 2Vf 0.6 0.8 3 19-24 7.5yr4/6 none scl 2fsbk mfr gw ivf 0.4 0.6 4 24-48 5yr4/4 none sl Om mfi as 0.2 0.6 5 48+ 2.5y7/6 F----- F-sl ❑ Boring / Boring # E Pit Ground surface elev. 101.64 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff# GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-5 10yr3/2 none sil 2mgr mvfr as 2m,2f 0.6 0.8 2 5-16 7.5yr5/6 none sil 2msbk mfr CS 2vf 0.6 0.8 3 16-27 7.5yr4/6 none scl 2fsbk mfr as 2vf 0.4 0.6 27+ 2.5y7/6 Fragmented Limestone * Effluent #1 = BODS> 30. 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 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. Schmitt Soil Testing, Inc. SBD-8330 (R.07/00) . Property Owner Kaisersatt, Mark & Debra Parcel ID # 040-1197-70-000 Page 3 of 6 ❑ Boring / 1E Boring # Pit Ground surface elev. 98.49 ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Fas Roots GPD/ t' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 10yr3/3 none sil 2mgr mvfr 2m,if 0.6 0.8 2 7-110yr5/3 none sil 2msbk mfr 2m,if 0.6 0.8 3 15-23 7.5yr4/6 none SO 2fsbk mfr gw if 0.4 0.6 4 23-34 7.5yr4/4 none scl imsbk mfr as 0.2 0.3 5 34+ 2.5y7/6 Fragmented Limestone ❑ Boring ✓ F7 Boring # Pit Ground surface elev. 97.94 ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff-' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t *Eff#2 1 0-5 10yr3/3 none sil 2mgr mvfr as 2m,if 0.6 0.8 2 5-15 10yr5/3 none sil 2fsbk mfr gw 2m,if 0.6 0.8- 3 15-23 7.5yr4/6 none grscl 2msbk mfr gw if 0.4 0.6 4 23-34 7.5yr4/4 none grsl imsbk mfr as 0.4 0.7 5 34+ 2.5y8/6 Fragmented Limestone ❑ Boring Boring # Z Pit Ground surface elev. 97.89 ft. Depth to limiting factor 63 in. Soil Application Rate F8- Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 10yr3/3 none sil 2mgr mvfr as 2m,if 0.6 0.8 2 5-21 10yr5/3 none sil 2fsbk mfr gw 2m,if 0.6 0.8 3 21-53 7.5yr4/4 none grsl imsbk mfr gw if 0.4 0.7 4 53-63 7.5yr4/4 none scl imsbk mfr as 0.2 0.3 5 63+ 2.5y8/6 Fragmented Limestone * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 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. Schmitt Soil Testing, Inc. SBD-8330 (R.07/00) Property Owner Kaisersatt, Mark & Debra Parcel ID # 040-1197-70-000 Page 4 of 6 Boring # ❑ Boring Z Pit Ground surface elev. 100.14 ft. Depth to limiting factor 72+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10yr3/3 none sil 2mgr mvfr as 2m,2f 0.6 0.8 2 6-17 10yr5/3 none A 2fsbk mfr gw of 0.6 0.8 3 17-25 7.5yr4/4 none scl 2fsbk mfr gw ivf 0.4 0.6 4 25-72 7.5yr4/4 none sl Om mfi 0.2 0.6 i ❑ Boring / 10 Boring # E, Pit Ground surface elev. 97.54 ft. Depth to limiting factor 74 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 10yr3/2 none sil 2mgr mvfr as 2vf 0.6 0.8 2 12-17 10yr3/3 none sil 2msbk mvfr gw 2vf 0.6 0.8 3 17-25 10yr5/3 none A 2msbk mfr gw lvf 0.6 0.8 4 25-62 7.5yr4/6 none scl lmsbk mfr gw ivf 0.2 0.3 5 62-74 10yr6/8 none cbscl lmsbk mfr as 0.2 0.3 6 74+ 2.5y8/6 Fragmented Limestone Boring F-1 Boring # 0 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 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. SBD-8330 (R07/00) Schmitt Soil Testing, Inc. Page 5 of 6 Condnzted hY i Conducfed-For. _ Schmitt-&. 54rts Expavating,;-Inc- Names __nlark -Debra-Kaisersatt Thomas J. Schmitt, CST 227429 Address: 561 High Ridge Drive -__586-Valley Vew Train _ City,-S a-te, Zp: Hudsoin, VII 54016 - _ _ -Somerset,~l1LL 54025 Phone:71 607 197 Subdivision: High Ridge Court 1st Addition --Signet - - Lot No.: 29 SE1{4 K1/4-S4-TM FHA- - ■ Backhoe Pit Township, County:: Troy Township, St. Croix County A Bench Mark v m. 100.00' Top of concrete slab, under patio door entrance Bench Mark-2-€ -97-A '-Top o€-ex"ng-se ' ! Bever:-- Slope 8% Contour!Line Elevation 103.14 cale 1"= 50' Contour Line Length 90' NOTE: SEE AERIAL PHOTO FOR FULL VIEW OF LOT:29Page 6 of 6Z n- l6 1 1- ~fq. - T _ JCU - -~i ` eTA - - - - 1 - - xP - - - - - :k y~ a~ t' ti: its a` x , yy~~ < i' y;. ~g fill, 3: . Ow" s. 'r. Ar AN AM, Y ' 1 t , 4 i "Kill Ai A, r 4 ~ Ry im, 44 qft, 1 ~ : . 'i!. ~ ~d: Y.kP x<,ki y:. ~ } ` .5~';in uax!- •A' ^:'+Rr„y Ylr. r_e 3~ y Ale , a r. gy, :q. . mr y~ `.4... 95 44 Jl~