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042-1033-20-050
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM .ourny: St. CFOIX Safety and Building Division INSPECTION REPORT sanitary Permit No: (ATTACH TO PERMIT) 617842 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)] POWTS-032000257-C Pernit Holder's Name: Ciry Village Township Parcel Tax No: Jeff and Deb Schwab TOWN OF WARREN 042-1033-20-050 CST BM Elev: Insp. BM Elev: BM Description: SectionTrown/Range/Map No: Not` 'VA13.29.18.194B TANK INFORMATION TYPE MAANU"FACTU 1E$ , � CAPACITY Septic 1 N-c5e' F-.I�tC LI-0- W /Zoo Dosing D I r f.1 1 "I7T Y'� B DO Aeration 7 Mids 6T- tO TANK SETBACK INFORMATION TANK TO P/LS WELL BLDG. Vent to Air Intake ROAD Septic f 6' AA ' ILI ✓ Dosing Aeration Holding PUMPISIPHON INFORMATION 5` a-vl y0 5ft" IA �Fyc Manufacturer Demand GPM Model Number wf*0-7� .f �� TDH Lift Z2. Fricti Los Ife m SysteHead 2S T^D� H Ft TX. Forcemain Len gtIJ,O ( Dia. n J Dist. to Well k1c, SOIL ABSORPTION SYSTEM ELEVATION DATA STATION BS_* ggll"L q FS ELEV. Benchmark a 1 Alt. BM Bldg. Sewer St/Ht Inlet St/Ht Outlet Dt Inlet Dt Bottom 13 / p�• f Header/Man. Z •q 168. 11Y Dist. Pipe fW Bat. System L Final Grade ` CoY 5,35 S3.tV Long y • °l !05 ,q�{ t 30- 1y•55 - Z.6)5 =11 L BEDITRENCH DIMENSIONS Width ` iv Length 1 O 1O 3 PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth SETBACK SYSTEM TO P/L 5 B✓LDG WELL LA S RE M LE HI an acture INFORMATION T Of S fnbvto Type Ys 50 !DN A Ik C A BER R UNI7 Model u er DISTRIBUTION SYSTEM Header/Manifold ' I IlDistribution 4 Pipes) ` Ii.� �� 3'� x Hole Size p x Hole Spacing Vent to Air Intake Length Dia :� Length Dial_ Spacing ` SOIL COVER x Pressure Svstems Oniv xx Mound Or At -Grade Svstems Only D , P1.1wAlit, iw -- Q"ter � `y a W Depth Over BedTrrench Edges � J,z L xx Depth of Topsail '7 G xx Seeded/Sodded Yes ® ® No xz Mulched A Yes Q No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: 51 -7� 40 Inspection #2: 5I '8 -20 Location: 1475 100TH A,✓VE V 4, 1 r' 1 Cr `1 "tpG S �l..Ot,1Y� 9/V Li f; � I Qom` !' 1✓ /4 1.) Alt BM Description = L6 2.) Bldg sewer length-'ICA-' s - amount of cover ='71 9 Plan revision Required? C Yes No f7 I�Z � Use other side for additional information C7 �G.L) `/' SBD-6710 (R.3/97) Date Insepc'toes Signature Can. No. S.4 - Z,o2 o -o !e o� Safety and Buildings Division 201 W. Washington Ave., P.O. Box 7162 CountyS�— rC gv Sanitary Permit Number (to be filled in by Co.) 4ft Madison, WI 53707— 2 o � t Application State Transaction Number z s7_ C- 1n accordance with PSL3�}( I(H D • e, submission of this forth tAthe appropriate governmental is required prior to sanitary permit. Note: Application forms for stateotined POWTS are submitted to ' Q Project Address (if different than mailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for secondary purposes to accordance with the Privacy Law, s. 15.04 I m , Stars. — l -I. Application Information — Please Print All Information Parcel # Property Owner's Name OFF r D� scJwk & Property Location Property Owner's Mailing Address Z Z C NA.1 1 r-L%f2 if L� �G f s Govt. Lot h / n/� '/,, Section City, State Zip Code Phone Number A ,,...fi�nn R04C`a-+ W l 3, r q 1 - 7-(%V e) T Z..g N; R�lEone H. Type of Building (check all that apply) or q Subdivision Name )I-,- or 2 Family Dwelling- Number of Bedrooms (/ �C) Block p -T ❑ City of ❑ Public/Commercial- Describe Use ❑ State Owned- Describe Use ❑ Village of Town of W hill` CSM Number ,r� O O '%�X� U III. Ty a of Permit: (Check only one box on line A. Complete line B if applicable) A" w System ❑ Replacement System ❑ Tre cnt/Holding Tank Replacement Only ❑ O r Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber I ❑ Permit Transfer in New I List Previous Permit Number and Date Issued Before Expiration Owner IV. Type of POWTS S stem7Com onent/Device: Check all that apply) OM f ❑ Non -Pressurized In -Ground ❑ Pressurized In -Ground ❑ At -Grade ❑ Mound> 24 in. of suitable soil (R)[Nind <24 in. of suitable it ❑ Holding Tank ❑ Other Dispersal Component (explain ❑ Pretrtment Device (ex aim) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpds Dispersal Area Required (sf) Dispersal Area Proposed (si) System Elevation VI. eak Info Capacity in Total Gallons 4 of Units anutacturer�{y�fJ - f 0 o Gallons 4 9 20 $ New Tanks Emstimg Tacks � Ci in 7'n rn ii (7 a Septic or Holding Tank owingClambin Dv I — god I ICo/JG �Ya `l' VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown oa the attached pinu. Plumber' lyne (Print) a e(� S��Sa✓Z Plumber's Signature MP/M91E9Ntunber z Business Phone Number 7z73- Plumber's Address (Sheet, City, State, Zip Code) -- 1rL vtlodL E t� tc>C ✓r County/De artment Use On aVIII. Approved ❑ Disapproved Permit Fee $ /-�/ pate Issued s /C s ng Agent Signal [] Owner Given Reason for Denial ✓ � zmz IX. Conditions of A rovaUReasans for Disapproval 3 �U` S .if tKC SYSTEM OnSNER: V ly T N l "k;� Permz t. 1. Septic tank, effluent filter and dispersal cell must be serviced / maintainedal 1 { A _ as per management plan provided by plumber. [ ` 4-M+� 7Zr 1�9�x11 2. All requirements be maintained 1`� 7b setback must as per appiicarAffADt 8PRAffor the system and submit to the County ooly on paper not less maa ara s n mcninjtrme M C-e SBD-6398 (R. 11/11) asigner. Ryon Bechel 'endued Soil Tester. #1330832 resigner of Engineering Systemr. D 2263-7 I I I I I I I I I Vl I I I I I I I 1 I I I 1 I I I 1 1 I 1 1 I 1 1 I 11 1 1 1 1 1 1 1 1 1 1 +r to edge of R-O-W \\ r (100th AVE) �\ \\ I4 Bit I House — az \\ Garage T J \8102M 1 •o ADVANCED E N V I R p N M E N I'AL --Well to be located >50 R from system components-- d:20' 4" SCH 40 PVC d:130' 2" SCH 40 PVC \ \ Grade at marked \ \ 8141 k�— I" PVC Pipe 91 \ Biozse eq0 00 Proposed property ewCboundary ( (New SM) 7� "Installer must verify property Top of nail in 20" tree lines prior to system installatlonA• 3' above grade *All property lines not O Benchmark drawn are >100R from system Soil Boring SCAL O 30 60' n 04 1 SYSTEM NOTES y 'Septic Tank: I 1200/800 gallon 2compatnent tank —' -Bring deers 4" above final grade Best GF-10 Per wl alarm -Do not route clear water sources into septic tank Pump Tank: Pump needs= 40gpm @ 27TDH "ONgalbns -Mow tank as necessary, mamlam all setbacks. -Recalculate pump Fiction toss and TDH after inslaN -Evan) counter, hme meter, ar water meter recommended STA: 1M Mound -25 absorption width 48' clean sand lilt (ASTM C33 sand) -Cut sumps flush to ground, add digging -Mow entire NrAAM ales and remme, clippings Bgghen absorption area in depth of FB' -0hedsurfacewater away from WJ m 4)" to restriction =18' (Reioximorphk Failures) -cmtionw=106.00 -Slope =6% Distribution: -tai rats m be spared 12' from eM d bed s24' gwn Sdes -(.g1txh4DMlaleratwkhdean to mspinkler bmres/apdethon -1theader,wd4edmWorklkwif ®29'spading 71ded 15 downslope absorption area from cwm pacbm dung comanudbn Dwkm ddose8ogwtngs perdingl LOCATION MAP (rat to seda) I I 100th AVE E {`^ Lam—J_ ,L Ln CD PREPARED FOR: Leff B Deb Schwab TBD 100th AVE Roberts, WI 54023 PID: TBD (new CSM) SA Acres Legal: NE NW k NE NE S13 R18W T28N Cenebd Statanert Thus awtem win Wen eeeigrwd arM evaluated in awardarKa weh smra are Inca) woe.. The WI treotrrant ores meet ra wn Prae<.ted f,am dle ftW and/or compoctlw Ware arm otter � Town of Warren March 2, 2020 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2022-03-02 Plan Review: PWTS-032000257-C RYAN GARY BECHEL 371 CANNON VIEW DR RED WING Minnesota 55066 SITE: Jeff Schwab TBD 100th AVE Roberts. Wl 54023 Town of Warren Saint Croix County Total Amount: $250.00 FOR: Description: 600 CPD (4 Bedrooms — New Construction) Maintenance Required DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL GREEN BAY WI 54304-5211 Contact Through Relay http:/Idsps.wi.gov/programs/industry-services www.wiswnsin.gov Tony Evers - Governor Dawn Crim - Secretary 7�_ Lam L,,e- 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) 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: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to homeowner occupancy. Wastewater generated from contractors cleaning of equipment and tools and/or left over construction products shall not be discharged into the drains discharging to the private onsite wastewater treatment system (POWTS). Waste generated shall be properly disposed of on -site or off site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area. • Divert surface water from all POWTS Areas. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. 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. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacture's recommendations. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan. Any changes may result in pump resizing to meet TDH and GPM Specifications. • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. 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 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. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/instal lation/operation. 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. Thanks, U im &ew' POWTS Plan Reviewer — Wastewater Specialist Department of Safety & Professional Services � Division of Industry Services email: tim.vanderlcest/(4wisconsin. ,,ov Cell: 608-516-6134 Property Owner: Jeff 8 Deb Schwab Site Address: TBD 100TH Ave, Roberts, WI 54023 INDEX Page: 2 Site Plan Page: 3 Management Plan Page: 4 Management Plan Page: 5 System Design Summary - Page: 6 Mound Design Worksheet Page: 7 Mound Design Worksheet Page: 8 Mound Design Worksheet Page: 9 Pressure Distribution Design Page: 10 Pressure Distribution Design Page: 11 Pump Design 0 NS�N Page: 12 Dose Tank 'le, Page: 13 Tank Specifications `.``�`��5 ;RYAN G. = BECHEL Page: 14 Mound Material Estimates = D-2263-7 RED WING Page: 15 Soil Test MN c Page: 16 Soil Test '' �£S►GNF�``�\\`` ` / ' Page: 17 Soil Test 10111 � Component Manuals: SBD- 10691-P Mound (N.01101; R.10112) SBD-10706-P Pressure Distribution (N.01 /01; R.10/ 12) Designer Signature: Date: 2/25/2020 AC`. EU ENViR'WOENTAL LLC 37' :651) 32-7-3074 esigner. Ryon Bechel ertified Soil Tester. #1330832 esigner of Engineering Systems: D 2263-7 ADVANCED '-^NMBNIA: I I I I I I I I I I I I I 1 --Well to be located -50 R 'I I from system componems•• I I 1 I 1 1 1 1 1 1 1 1 1 1 \ 1 \ l rpi to edge of R-O-W \I[ r (tooth AVE) \y �` I I 4 OR s J MOUSP Garage 62 I L— J t20' 4" SCR 40 PVC \\BtM-ao Z — _J / \ o \ \ SCH 40 PVC Grade at marked 1" PVC Pipe all \ �0te0.00 In & 102.06 \\ Proposed property boundary (New CSSM) \ r� --Installer must verify property lines prior to system installation-- 1 J00 Top of nail in 20" tree ) 3' above grade 'All property lines not oQ Benchmark drawn are >100111: from system 4� Soil Bonng J �ECAL�E � 1 SYSTEM NOTES y Septic Tank: .12001800 gallon 2-cornparenenttank -Bring risers 4' above final grace -Best GF-10 filler wl alarm -Do not route dear water sources into septic lank Pump Tank: -Pump reeds =40gpm Q 27TDH -800galbns -MPR tank as necessary: maintain all setbacks. Recakulate Pump Rican lass and TDH after install Event counter, one meter, or water meter recommended STA: -1Os8O Mount .26 atsaPppn width -111' dint sand Ir ASTM C33 Sandi Cut stumps rush to ground, Mid digging Mow anus absorption area and relome clippings -Roughen absorption area to depth of 8'8' -Diwri surface water away from system -W to reslncam - W (Redournorpli c Fealu e l Color=106.00 Slope=6% Distribution: -Laterals to be spaced 17 from end of bed 5 24" tram sties -(3)1 t sch 40 pt Werals with cleanci sprinkler boxes for Pull -1 t hei end fed network. (}-mfices @ 24 spring .Pmect 19 downsbpe absci area hom compaction dung candmdbn -Derni dose flog seeings per death LOCATION MAP (not to axi 100th AVE PREPARED FOR: Jeff & Deb Schwab Site Address:-- TBD 100th AVE Roberts, WI SQ23 i PID: TBD (new CSM) 5.0 Aens GrrNW StaMrwrn: Two ayrtrn fro. Won drwgro and w olumed 11 aavdancs rah SIWr all Locol rnarr. Thw non uwrWri am rmrrl ncaroar Pali a AM1 ASbffb s WWIW aMlpanlbn auto came filer Legal: NE NW k NE NE 513 R16W T28N Town of Worren Management Plan This management plan identifies operation and maintenance activities necessary to ensure long-term performance of your septic system. Tasks that should be performed by the homeowner are identified. Professional management tasks must be performed by a licensed septic maintainer or service provider, however, it is the homeowner's responsibility to ensure all tasks get accomplished in a timely manner. ► Keep this Management Plan with your Septic System Owner's Guide. ► Keep copies of all pumping records, maintenance activities and repair invoices with this document. ► Review this document with your maintenance professional at each visit; discuss any changes in product use, activities, or water -use appliances. Management Frequency My system needs to be checked Designer Required Frequency: Check every 36 months every 36 months. State/Local Gov't Req Frequency: Check every 36 months Design Parameters I Svstem Soecifieations Number of Bedrooms 4 Septic Tank Manufacturer Wieser Design Flow (gpd) 600 Septic Tank Capacity 1200 Soil Loading Rate (gpd/fe) 0.4 Effluent Filter Manufacturer & Model Best GF-10 Standard Effluent Quality Effluent 1 Biological Oxygen Demand (BOD) 220 mgfl Pump Tank Manufacturer Wieser Total Suspended Solids (TSS) 150 mgfl Pump Tank Capacity 600 Fats, Oils, Greases (FOG) 30 mgfl _ _ Pump Manufacturer & Model Dispersal Cell Type Pretreatment Unit Description per Installer Mound NA Treated Effluent Quality Biological Oxygen Demand (BOD) - mgp Total Suspended Solids (TSS) - M9Q Fats, Oils, Greases (FOG) - mg/t Max Effluent Particle Size (in) _ _ 118 in toilets Repair leaks promptly. Tasks Regularly check for wet or spongy soil around your soil treatment area. Contact service provider if issues arise. Control burrowing animals (gophers, groundhogs, etc.) Keep bikes, vehicles, snowmobiles and other trat8c off treatment area. Alarms - Contact your service professional if any alarm signals. Lint Fitter - check for lint buildup and clean when necessary. If you do not have one, add one after washing machine. Effluent Filter- Inspect and clean twice per year at a minimum. Caps - Make sure that all caps and lids are intact and in place. Inspect for damaged caps often. Fix or replace damaged caps. area: per levels - Check sludge/scunVef6uent levels in all system Recommend if tank(s) should be pumped. Pump all rtments every 36 months at a minimum. Inspect tank inlet and outlet baffles (if applicable) Check drainfield effluent Icvels (if applicable) Verify pump and alarm system functions (if applicable) Inspect wiring for corrosion and function (if applicable) Clean drainfie/d laterals (if applicable) Check event counter/elapsed time meter and evaluate water usage rate compared to system design flow. Check dissolved oxygen and effluent temperature in tank Check for surfacing of elQacnt or other signs of problems. Verify inspection pipes are capped and intact. Provide homeowner with list of management results and any action to be taken. secondary system site from traffic, compaction, etc Page 3 an aoorooriately licensed individual or must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum, and to check for any backup or pending of effluent on the ground surface. Access openings used for service and assessment shall be sealed watertight upon completion of service activities. Any unsound/defective access openings must be replaced immediately. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. Ponding of effluent on the ground surface may indicate a failing condition that requires immediate attention by a licensed septic professional. Tanks must be pumped when sludge accumulation is within 12 inches of the bottom of !',e outlet baffle, or whenever the scum layer is within 3 inches of the bottom of the outlet baffle. In no case shall total slud,.e and scum volume occupy greater than 25% of the tanks liquid capacity. The effluent fitter shall be cleaned as necessary to ensure proper operation. The filter should not be removed unless provisions are made to retain solids in the tank that may slough off the filter during removal. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filler alarms may indicate surge flows or an impending continuous alarm. Pre-treatment components shall be maintained and serviced by a licensed septic prof❑, monal according to the manufacturer's recommendations. START-UP & OPERATION For new construction: prior to system operation, check septic/pump tanks for the pr:;c, of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cells ! ;h concentrations are detected, have the contents of the tank removed by a licensed septic professional prior to use. System start-up shall not occur when soils are frozen at the infiltrative surface. During power outages, pump tanks may fill above normal high water levels for system uHizing pumps. When power is restored, the excess wastewater will be discharged to the dispersal cell in one large dose potentially resulting in overloading the cells. It may also result in backup or surface discharge of effluent. To avoid this situ; ion, it is highly recommended to have the contents of the pump tank removed by a licensed septic professional or hay.) ci ,optic professional manually dose the system to return the pump tank to normal operating levels prior to restoring pov,� i Do not drive or park vehicles over any septic system components. Do not drive, park over, or otherwise disturb or compact the area within 15 feet downslope of any mound or at grade system or secondary scl,lic.. ystem site. CONTINGENCY PLAN If the septic tank, or any of it's components, become defective the tank or componew be immediately repaired or replaced according to the original system design specifications. If a dosing tank, pump, pump controls, alarms, or related wiring becomes defective. --hall be immediately repaired or replaced with components of the same or equal performance. If the soil treatment component fails to accept wastewater or discharges wa lewater l ground surface, it shall be repaired or replaced by; increasing basal area (if toe leakage occurs), rebui',:ing the r anent at the secondary system site, or removing and replacing biologically clogged absorption and disperso' media n:ai ,issociated piping. If the septic system fails and/or is permanently taken out of service, the sys,.,m shr. abandonment regulations. These include: - All piping to tanks shall be disconnected and abandoned pipe openings se.. ,led. - The contents of all tanks shall be removed and disposed of by a licensed septic p,, - Tanks shall be crushed & filled, or removed. - A septic system abandonment notification shall be submitted to the approh, rate lo< WARNING!! _ SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL_ OXYGEN. DO NOT ENTER A SEPTIC TANK, PUMP TANK, OR OTHE:' TRE/' CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON f itOM ' DIFFICULT OR IMPOSSIBLE. ALWAYS CONSULT A LICENSED SEP' IC PR WORK. 3ndoned according to approved nal. �rnmental unit. ES AND/OR INSUFFICIENT r COMPONENT UNDER ANY `ERIOR OF A TANK MAY BE ZONAL BEFORE DOING ANY Page 4 System Design Summary Property Owner/Client: Jeff B Deb Schwab Parcel ID: TOD (New CSM) Site Address: TBD 100TH Ave, Roberts, WI 54023 DESIGN FLOW, WASTE STRENGTH, TANKS A. Type of Wastewater. Residential Treatment Level: Effluent 1 Residential Design Flow - # of Bedrooms 4 X 100 GPD X 150% • 600 GPD Commerclal Design Flow (data/calculations attached): O Ala nund GPD ❑ Esamared GPD Dashes Flow: 600 GPD Comments: New 4BR Home; No Home Business; No sewage ejector/pander B. Septic Tank(s): Minimum Capacity • Design Flow X 2.08B Wastewater received by: Gravity Code Minimum Septic Tank Capacity: 1253 Gallons, in 1 Tanks / Compartment(s) Designer Recommended Tank MOdelfs): Whiter WLP1200/B00-MR Effluent Filter B Alarm: ❑, Filler O Filter Alarm Effluent Filter Model: Beat GF-10 C. Pump Tank Code Minimum Capacity: 666 Gallons Pump Tank 2(Code Minimum): NA Gallons Designer Recommended Mln. Capacity: Boo Gallons Pump Tank 2 (Designer Req): NA GaUM Pump 40.0 GPM Total Head 26.9 ft Pump 2 NA GPM Total Head NA ft Holding Tank Only: ❑ Minimum Capacity: Residential • 200D gallats, car 5x estimated daily wastewater flour, whichever is greater Minimum Code Required Capacity: Gallons, in Tanks I lotting Tank High Level Alarm Type: Designer Recommended Capacity: Gallons, in Tanks DISTRIBUTION AREA Soil Treatment Area Type: Mound Distribution Type: Pressure Dlstrlbutton-Level Benchmark 1 Elevation: 100.00 it Benchmark Location: SEE SITE PLAN Component Manual l: SOD-10691-P Mound (N.01 /01; R.10/12) IXstributinn ,erdia: ❑+ orMnaea Rock ❑ Approved Product Component Manual 2: SBD-10706-P Pressure Distribution (N.01 101; R.10/12) 1/2--11/2-Aggregate SITE EVALUATION DATA Depth to Limiting Layer: 18 in 1.5 it Snit rceture: Sandy Loam Contour Elevation: 106.00 SHLR: 0.40 GPD/fit' Elevation of Limiting Layer: 104.50 Prrc Rate: - At Minimum Required Separation: 36 in 3.0 it Solis with -60% Rock 1 ragments Present? ❑ yes 0 No Maximum Depth of System: Mound in If yes, describe % rock and layer thickness, depth of wit treatment needed per SPS 383.44.3 and any additional information for addressing the rock fragments in Measured Land Slope: 3.0 % this design. SOIL ORGANIC LOADING RATE 1. Organk Loading 4 STA/Pretreatment Unit - Design Flow X Estimated ROD in mg/L in the efflu sm X 8.34 a 1,000,000 600 gpd X 220 mg/L X 8.34 a 1,OD0,000- 1.10 this pnry/day a. Pretreatment Unit Information (if applicable): Not Applicable b. Organic loading After Pretreatment lit applicable) = Design Flow X BOO in mg/L In the pretreated c' Huent X 8.34 : 1,000,000 gad X mg/L X 8.34 a 1,000,000 • - lbs DOWday 2. Organic Loading Rate to SoH Treatment Area (Ibs/day/ft) a Scat Treatment Bottom Area ft, tb1/xlny/fts Solt totlly car. pana. of (WOW) eoaJrr'/law 1.10 the BOD/day a 1500.0 it, 0.00073 Ibs/day/fta sa eaala O.e nWll nr Aplf ire pans Comments: ps oewi o.a spoor p.2 ball o.r Doom Pages Mound Design Worksheet SYSTEM SIZING: Pafce(ID: TBD (New CSM) Design Flow: 600 GPD 'v`� Soil Loading Rate: 0.40 GPD/ft' E30. Depth to Limiting Condition: 1.5 ft Percent Land Slope: 3 %" Design Media Loading Rate: 1.0 GPD/ft � DISPERSAL MEDIA SIZING Dispersal Bed Area (A x B) = Design Flow t Design Media Loading Rate 600 GPD + 1.0 GPD/ft' = 600 ft2 If a larger dispersal media area is desired, enter size: R `' A. Select Dispersal Bed Width (A): 10.0 ft Codt exceed 10 feet Linear Loading Rate = Bed Width X Design Media Loading Rate 10 ft X 1.0 GPD/ftt = 10.0 gal/ft Can't exceed Table / B. Minimum Dispersal Bed Length (B) = Dispersal Bed Area a Bed Width 600 ft' a 10.0 ft = 60.0 ft DISTRIBUTION MEDIA: ROCK Rock Media Depth Below Distribution Pipe 0.50 ft (Estimated material quantities found an Mound Materials page) DISTRIBUTION MEDIA: APPROVED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW I. Select Dispersal Media: ii. Enter the Component Length: it Width: ft Depth: it III. Number of Components Per Row = Bed Length a Component Length (Round up) - ft + - ft = - components per row iv. Actual Bed Length = Number of Components per row X Component Length per row X - ft ft v. Number of Rows = Bed Width Component Width ft 5 - ft = - rows Adjust width so this is a whole p. vi. Total Number of Components = Components Per Row X Number of Rows x = Comro.nerts Page 6 MOUND SIZING D. Fill Depth Below Upslope Edge (D) = 3 feet - Depth to Limiting Condition (6" Min.) 3.0 ft - 1.5 ft = 1.5 ft Design Sand Lift (optional): in E. Fill Depth Below Downslope Edge (E) = [Bed Width X Land Slope + 1001 + "D" 10.0 ft X 3.0 % + 100 + 18.00 in = 21.6 in F. Distribution Cell Depth (F) = 8" + Nominal pipe size of distribution lateral (11' for approved products) 8.00 in + 1.25 in = 9.25 in (Nominal Pipe Sizeadpnted on Laterals sheet) G. Cover Material Depth at Cell Edges (G): 6.00 in (26 Min.) H. Cover Material Depth at Cell Center (H): 12.00 in (> tz- Min.) 1. Downslope Width (1) = (E + F + G) x (horizontal gradient) x Downslope Correction Factor 3.07 ft x 3.00 x 1.10 = 10.12 ft Or 15 fL J. Upslope Width (J) = (D + F + G) x (horizontal gradient) x Upslope Correction Factor 2.77 ft x 3.00 ft x 0.92 ft = 7.63 ft Downslope Correction Factor: 1.10 Upslope Correction Factor: 0.92 Endslope Horizontal Gradient: 3.00 (usually 3.0 or 4.0) K. Endslope Width (K) = [(D + E) + 2] + F + If x Endslope Horizontal Gradient 39.60 in + 2 + 9.25 in + 12.00 in + 12 x 3.0 ft = 10.3 ft L. Mound Length (L) = Endslope Berm Width + Bed Length + Endslope Berm Width 10.3 ft + 60.0 ft + 10.3 ft = 80.5 it W.Mound Width (W) = Downslope Berm W! lh + Bed Width + Upslopr Bern Width 15.0 ft + 10.0 ft + 7.6 It = 32.6 ft Verification of Minimum Required Basal Area SloDine Site = B x ( A + I ) MINIMUM = 15L0 fr (Min. = GPD+Loading Rate) 60.0 ft X ( 10.0 " Level Sites = B x W ft x ft + ., .I'TIITIM :M ft = 15.0 ft ) = 15^0 it ftt ftz (Min. = GPD + Loading Rate) Page 7 MOUND DUAENSIONS F J obs. pipes I 0 i K W i g O i _ yj ------------------- _--------------— I L A 10.0 ft F 9.3 in J 7.6 ft B 60.0 ft G 6.0 in K 10.3 ft D 18.0 in H 12.0 in L. 80.5 ft E 21.6 in 1 15.0 It W 32.6 ft Obs. Pipes (1 /1Oth of B) 6.0 ft Absorption Width (AEI) 25.0 ft DISTRIBUTION AREA CROSS-SECTION 1()9.27 TOPSOIL 8 SEED 108.10 FILTER FABRIC / �F W Ir F y'l 107.50 15TMCJ. V/q - ' PLOW 6 6' DEEP 106.00- 3% PRIOR TO PLACING SAND OBSERVATION PIPE DETAIL Screw -type or F.nWwo grade slip tap _ Topsoil cover 4" SCH 40 PVC pipe (1' min 1 Top of pipe to terminate at or above finished grade x 6" sbls spaced L+ ......._ 90 degrees apart Toilet s - rfaoe Flange Pape 8 Pressure Distribution Design Parcel ID: TBD (New CSM) Bed Width: 10 it Manifold Connection: End Preferred Orifice Spacing: 3.0 Minimum Number of Laterals in system/zone ={[(Media Bed Width - 4) + 31 + 1} X N of zones (Round up) [( 10-4)+3]+1= 3 1 zone(s) = 3 laterals Designer Selected M of Laterals (option ity laterals 'Can't he less then 2 (except in ace -grade!( Min. Lateral Spacing: 3.5 it Designer Lateral Sparing (optional). ft Min. Manifold Length: 7.0 It Designer Manifold Diameter (see table 5): 1 1/4 in Selected Orifice Diameter Size: 3/16 in (Orifices must be a 6" b s 2' from cefl edge) Lateral Length = (Media Bed Length - 2 feet) + N of zones 60 - 2ft 1 = 56.0 It Orifices Per Lateral = Lateral Length + Preferred Orifice Spacing+1 (0.5 for center feed manifolds) 58.0 it + 3 it + 1 it = 20 Spaces Final Orifice Spacing = Lateral Length + k Orifices Per Lateral 58.0 it 20 = 2.9 it (2' Max Orifice Spacing far At -Grades) Total Number of Orifices = Number of Orifices per Lateral x Number of tat orals 20 Orifices Per Lateral X 3 Laterals = 60 Total Orifices Recommended Orifice Density is 4-11 ft 2 per orifice; can't exceed 12 ft' Orifice Density - Bed Area + Total Number of Orifices (Does not apply to At -Grades) 600 ft2 + 60 Orifices = 10.0 R2/Orifice Lateral Diameter (See Table 6): 1 114 in Minimum Average Head: 2.5 it Orifice Discharge Rate: 0.66 GPM por Orifice (Based on Table a) .. ._T _ uera rV� I wR P/In 6 fuWa.fti f1iMe rmmlYd�ff 9 0-11 ass IN !.! ) 017 e6Y M J%) 10 _j_ a, n 91 VP m..N i✓u R�M1 Page 9 Pressure Distribution Design Lateral Discharge Rate (GPM) = Orifices per Lateral x Orifice Discharge Rate Check Table 5 to make sure maximum header ["th Is not exceeded. 20 Orifices Per Lateral x 0.66 GPM per Orifice = 13.1 GPM per Lateral System Flow Rate - Total Number of Orifices X Orifice Discharge Rate 60 Orifices X 0.66 GPM per Orifice 40 GPM Distribution Piping Liquid Volume Per root (Table 7): 0.064 Gallons/ft Volume of Distribution Piping = I# of Laterals X Lateral Length X Liquid Volume Per Foot of Piping] 3 X 58.0 ft X 0.064 gat/ft 11.1 Gallons Minimum Delivered Volume = Volume of Distribution Piping X 5 11.1 gals X 5 = 55.7 Gallons PRESSURE DISTRIBUTION LATERAL LAYOUT P 58.0 ft X 2.9 ft S 3.5 ft P/2 ft X/2 ft Y 3/16 in Manifold Length 7.0 ft Manifold Dimu,ter 1 1/4 in Lateral Diameter 1 1/4 in cr.aavo.ru P �pIIJ I. S Pape 10 Pump Selection PUMP CAPACITY (GPM) Parcel ID: TBD (New CSM) Distribution Method: Pressure If pumping to gravity enter the gallon per minute of the pump: GPM (10 - 45 gpm) Minimum system flow mte: 4n.0 GPM Dosing method: Demand Dosing Soil Treatment TOTAL DYNAMIC HEAD (TDH) Elevation Difference: 20 it fbrtwern poop and highest oisMarge poinrl • i Distribution Head Loss: 3.25 it varrrW-4e nn rbe Additional Head Loss. it Idue to vrorul egWprtmt, etc.) -4AK'. ri.,.m.:.: dZ Forcemain Diameter: 2.0 in Forcemain Length: 110 it Forcemain Friction Loss = Friction Loss in Plastic Pipe per FT of Forcemain (from Table 6:) X i orcemain Length Forcemain Friction Loss = 3.63 it Add Equivalent Pipe Length from pump discharge to soil dispersal aura discharge to •nr fitting loss if needed. (Estimate by adding 25% to supply pipe length for fitting loss if desired. Forcemain Length X 1.25 = Equivalent Pipe Length). Use 1_.0for standard systems. 3.63 ft X 1 = 3.63 it Elevation Difference . Distribution Head Loss + Additional Head Loss + Forcemain Fricl ion Loss • Total Dynamic Head (TDH) 20.00 ft 3.25 it ft 3.63 ft = 26.9 it TDH PUMP SELECTION A pump must be selected to deliver a minimum 40.0 GPM at a m mmum 26.9 TDH Pump Model Option 1: Goulds WE07H Performance Curve 3 . (03 METERS FEET 40 -130 WE13H/ I�O l �O 35 ,20 10 WEIGH 30 t00.. - r� 90 25 80 10 _..... V 20 10 07 60 G �• 40 0 30 20 WEGU 10 0 0 0 t0 20 30 4: SG t — I _:-.._L_.. 0 5 10 Pump Model Option 2: Goulds WE10H Performance Curve pap 11 Demand Dose Pump Tank TANK CAPACITY AND DIMENSIONS Parcel ID: TBD (New CSM) Design Flow: 600 GPD Code Minimum Pump Tank Capacity: 666 Gal Designer's Minimum Capacity: ODD Gal Tank Manufacturer: Wieser Tank Model: WLP 1200/800 MR Capacity from manufacturer: goo Gallons Impurtand: pose design calculations are hosed on this specific tank. 5a6sutulirg a different tank model may alter the pump float settings. Contact designer if changes are necessary. Gallons par inch (cola manufacturer. 22.2 Gallons rer Inch Liquid depth of tank from manufacturer: 36.0 inches DETERMINE DOSE VOLUME Calculate Volume to Cover Pump (The inlet of the pump must be at (cast 4.inchcs from the bottom of the pump tank O 2 inches of water covering the pump is recommended) Pump and block height + 2 inches X Tank Gallons Per Inch 'Mains 2.KMs eaar. pu ip is corered by ^mlent arms ol. ( 7 in + 2 inches) X 22.2 Gallons I er Inch 200 Gallons Minimum Delivered Volume = 5 X Volume of Distribution Piping: (From Pressure Distribution worksheet) = 56 6elloa5 (minimum dose) Maximum Pumpout Volume = Design Flow x 20% 600 GPD X 20% = 120 Cnllons (maximum dose) Select a pumpout volume that meets both Minimum and Maximum: 115 Gallons Doses Per Day - Design Flow 4 Delivered Volume 600 gpd 115 gal = 5 Doses 11, Day Drainback: Diameter of Forcemain - 2 inches Length of Farcemain = 110 feet Volume of Liquid Per Lineal Foot of Pipe - 0.163 Gallons/ I Dramback • Forcern iin Length X Volume of Liquid Per Lineal Foot of Pips 110 ft X 0.163 gal/ft = 1/ 7 Gallons Total Dosing Volume - Delivered Volume . Drainback 115 gal + 17.9 gal = 133 Gallons Minimum Alarm Volume • Depth of alarm (2 or 3 inches) X gallons per incn of tar-: -2 inch alarm ayln Imararlermea m Prevent 3 in X 22.2 gal/in = a• ' Gallons tvhulemce msuu"'y°nnecenap' PvnP cwllm FLOAT SETTINGS Float Separation Distance for Dose: I Total Dosing Volume +Gallons Per Inch 133 gal- 22.2 gallin • 6.0 Inches - Float Distance Settings (measured from bottom of tank): • - • j Distance to set Pump Off Float • Pump . block height a 2 inches-'i i 7 in a 2 in 9'I Inches Nesene Cap. 18.0 in ; A 490.8 Distance to set Pump On Float = Distance to Set Pump -Off Float + Dose Scleirat nice Alarm Distance 3.0 in ... B i..' 66.7 9 In 6.0 In = I'. Of Inches Pimp On Distance 6.0 in 132.9 Distance to set Alarm Float = Distance to set Pump -On Float - Alarm Del,! IsI Pump Off Distance 9_0 in D 200.2 15 in 3.0 in IF Inches Pump Off flee. 89.0 ft Page 12 TANK SPECIFICATIONS • Minimum cover= 6 inches; Maximum cover= 8 fee: (unless specified by manufacturer) • All manhole covers shall extend 4 inches above final grade • If the tank is within 2 feet of final grade, Insulate the lid to an R-Value of 10 • Quick disconnect (Cam -Lock) reachable from final grade (24 inches max( required for pump installations • If forcemain will have a "1-Hook" assembly, drill a weep hole in the "hook" '] •Building sewer: No 90's, keep 3 feet between 45's, maintain 1 inch in R feet (1%) slope, install cleanouts at the building JiJ connection and every 100 feet at a minimum • Insulate building sewer if less than 2 feet from final trade and undor all high traffic arras (driveways etc.) 95.40 Watertn' ' uvnn:l box with separn'- J�andalarmorcu - �j Sleeve 2" across 4Unk ce excavation in n to SCH 00 97.00 \ r.• . 40 pipe across tank excavation to prevent pipe senlllg 92.40 97.75 - a• C �... o. P.er 1 � 1 I. Cam Lusk — I 1%MMknum Slope I'•' �ii\` Float Tree: Install tkaats separately from I pump on a 1" to 1.5" PVC pipe weep ode a- i "np Bleb 164" 4• CAST -A -SEAL l u l I I RC / I /l FILTER OR III�I11# II II BAFFLE TOP VIEW a � A SICIF Arw ASTu C-1227 REGIL-:•=miS '1200/E00—FAR I,— SPECIr 1 ION tiR: B _ :-10LE 24 I U I .. ;A-7 OOMatEIE RISER •NE O.U. -::1R16: 1fi1' 0.0. '-t W O.C.. - rw pILELET: u-.r O. _ NT: BOTTCY 12 LES. tow. . ... ' A -SE 1 r OR EQUAL ,xE t, CAS I- l PLOT OR EQUAL ALL. INI E' OUIIEi fill'r d.^ nLTER: •.-`UNSW, SEEIn 'n,:. ::U LIOJ'I' -=Achy: 3. F, G<'lira 2—a G-1/IN (PUMP) PUMP) CSIGN: b' :` WJ :TORATED SOIL TAN, BE USEC ^nC/SEPTI Gv.l- Drscal 34 n rANV. .:US n. ,.1e;i WiESER CONCRE rE j Fqq JGS SUBMITTED .7{ IOR APPROVAL 5r: SNLET yITE: 1 Paper 13 Mound Mater'�Is Estirr ite Parcel A. Rack Volume: (Rock Below Pipe + Rock to cover pipe 1pip,� ,,,.. + 1 In„ ( 6 in + 5 In) + 12 x 60.0 Divide it' by 2 1t'/yd' Add 30% for constructability: For systems using Approved Products: Volume = Producr Ifni V Be•d Approved Product: # of Compur, r., nerr S. Sand Volume: -- Volume Under Rock bed: Average Sand Depth x Bed Width . I Len 3.3 it v Upslope Volume: (Upslope Sand Height x Upslope wklth , n i%: l( 2.4 It Downstope Volume: (Downstope Sand Height x Downslnpr ' pl inl• (( 2.7 ft Endslope Votume: DowrWope Sand Height x 3 x Bed Wid!!: - ,,bic f, ( 2.7 it In Total Clean Sand Volume: Upslope Volume + Downslope v 1 552.9 ft' + 825.1 ft . Divide ft' by 27 ft'/yd' to calculate cubic yards: Add 30% for constructability: C. Topsoil Volume: Distribution Box Cover Volume lapprox) : Distribution Box f e � i x u 10.0 1• Downstope Berm Cover Volume: Downstope Berm Length X X 1 15.0 r Upslope Berm Cower Volume: Upslope Berm Length X Wit)::. -nth I 7.6 Endslope Berm Cower Volume: Endslope Berm [Length X W,, 0rpr 10.3 f Divide f[' by 27 ft'/yd' to calculate cubic yards: Add 30X for constructability: **For rough estimation purposes only. } , uh' 0 (New CSN) .' LengU1 X Ned . 0 - VOIW. - ;; X 1 it 550.0 tt' - •,,late cubic yard 20.4 ,d' x t.-a = 26.5 yd' eed W,;ch /<ee M. d nr., qn pi:S , . 1,d summary r fret It X 60.0 ft 1980.0 ft' c fo• - - X '(1.0 1= 552.9 it, •Red Lan :h)' _n,n. feet I 10.0 . = 825.1 it, X 10.0 - 81.5 it, '>lurne ";hy ,h .ir, bed 1 100 3439.5 It, 3431, - _1 _ _• 127.4 yd' 1 3 165.6 yd' .•rave'I. ,.uii 1 ,'. I "0.0 it, • 0 = 900.0 it' ,.0 = 457.6 it, 7 17 Rrl I ' C • 7 = 669.7 it, 7971 108.4 yd' IDt 140.9 yd' W5" ^dt ',r/installer" Pape 14 Wisconsin Department of Safety and Professional Services Page 1 of j Division of Industry Services SOIL EVALUP• ION REPORT In accordance with SPS 2?' 'is. Adm. Code County ST Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. r, ! -,ust include, but not limited to: vertical and horizontal reference point (BM), direction and .!nt slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. TBD (New CSM) Please print all information. Reviewed by Date Property Owner Jeff & Deb Schwab (Buyers) Property Owners Mailing Address TBD 100TH Ave City State Zip Code Phone Number Roberts Ill 154023 I(715)31Rn2 N New Construction Use: KI Residential/ Numberof bedrooms a C, ❑ Replacement ❑ Public or commercial - Describe: -- Parent material Burkhardt sl (loamy alluvium over sandy outwash) f- General comments and recommendations: Recommend minimum 18" sanl LF = 18" Boring # ❑ Boring Q PR Grout Horizon Depth In. Dominant Color Munsell Redox Description Clu. Az. Cont. Color ' extun 1 0-7 10YR3/3 - I 2 7-13 10YR 3/2 sil 3 13-19 10YR 4/4 w/ 10YR 612 clay films Sid 4 19-30 10YR 4/6 m1p 5YR 5/8 &10YR 7n sl-scl I 2 ] Boring # ❑ Boring ❑ Pit Grour Horizon Depth In. Dominant Color Munsell Redox Description ' ^xtun Co. Az. Cont. Color 1 0-4 10YR 3/3 - I 2 4-12 7.5YR 4/6 - sl 3 12-18 10YR 4/6 - s 4 18.30 10YR 5/8 C2p 7.5YR 5/6 & 5Y 7r sl-scl i - Lmuent 91 = BOO, > 30 5 220 In /L and TSS > 30 .<. ,'L CST Name (Please Print) Signature Ryan Bechel �,7i!.2rL Address Date Evalunfi(�n Condu 371 Cannon View DR, Red Wing, MN 55066 05l9 v I s._15.0n(1)(m` -rty Location: c .ot: NF % NE % S13 T28 N R 18 W I[ilor<# Suhd Nameor CSM# TBD :y ❑ Village K T -,n Nearest Road Warren 100th AVE 1ved d -_1n ` ow rate 600 CPD ,in ell ton,' applicable r'n ft. YTS mlI o110B.00 comoer t.11h 0.4 gpd/ft2 loading rate .re rle t- n '1.0. Depth to limiting factor 19 in. 4truetu -i- onsislonce ' r. Sz. t.a 2f0r mfr 2n¢h� mfr 1 2mah- mfr I meF' mfr F-SoilAPPrication Rate indary Roots GPD/FP •Eff#1 •Eff#2 cs 2f-vf 0.6 0.8 AS if-vf 0.6 0.8 - 0.4 0.6 __.gs aw 0.2 0.3 „e ell. ''.truclo -r u -. 8. D,nsistenee mlr m•Rr to, :e Depth to limiting :ndary Roots Cs 2f-vf of 1vf A factor 18 in. Soil Application Rat GPD/Ft' 'Eff#1 •EN#2 0.6 0.8 0.4 0.7 0.78 1.6a l ir' > 3-' -VL and TSS > i,�P, I133� .,ill, � Number (651 Q74 Page 15 Boring # ❑ Boring Q Pit Grow Depth to limiting factor 19 in. Horizon Depth Dominant Color Redox Description I lemur( ElBoring # ❑ Boring ❑ Pit Horizon Depth In. Dominant Color Munsell Redox Description lcxfur Qu. Az. Cont. Color F5 [I Boring Boring# ❑Pit Horizon Depth Dominant Color Redox Description .. _... In. Munsell Qu. Az. Cont. Color Effluent #1 = BOD, > 30 5 220 mglL and TSS > 30 s 150 mg/L —I n. ,,o •nce Soil Application Rate mdary Roots GPD/Fe 'Eff#1 'Eff#2 _ at 2f-vf 0.4 0.8 gi t1-vf 0.5 1.0 aw 0.5 1.0 Depth to limiting factor _ in. Depth to limiting factor _ in. 15 ,yt 1SS>305150mg1. Page 16 resigner. Ryon Sachet erttfled Sol Testa. J1330832 beigner Of Engineering Systans: O 2263-7 I SQL OADVANCED ENVIRONminiAL l— B2 I I \t 102.90 L --- 1 \ \ Existing Grade J v 95.40 Grade at marked �%.. 1"PVC Pipe BM1 \ 1130100.00 131 \ \ \ B102se Ei 10e.2e \ r 10, Proposed Property \ � \ r�� � � founder (New sort) r9r� T Top of nail m 20" tree J 3' above grade *All property lines not C, 71,,._F.'a'4 t - SVSTEM VOTES system 14i Soa Boring .t SCALE 0' IN I cwnw Stetemsrd TJs erd.�a ho. Sam Md9^ea antl wdaaW h araarama eiN store vd L d m The Boll bleb m arse mart remain Proteataa fran dsEnEoro and/a oanp a Mae ma dtw Pump Tank: STA: -R=mr. end mmenum lr sand -NI PO1111'i -:: ' of LOCATION MAP (not to Rod.) LO Ln PREPARED FOR: -� Jeff & Deb Schwab site Address: TBD 100th AVE Roberts, WI 54023 PIO: TBD (new CSM) 5.0 Acres Legal: NE NW & NE NE S13 N1>UG THIN Town of Warren CERTIFIED SURVEY MAP LowtedinpartoftheNE114of the NW114and part, ' 'ji 1/4 of the NE 114 of Section 13, T28N, R18W, Town of vve: Croix County, Wisconsin OF-LI+F-YE 1/4 J29N. -FFIM SkW 115 .— W8LR48'; Is* 10M ANB'r48'1 5' rN" '1111 48 15Y N 1/4 CORNER N87'48'jt;" t S.13. T29N, R10W NE CORNER (NAG NAIL) S. 13. T29N, RISW ( (W MAC MAIL) 217 W10S 23 li 11 N89*4-' 14 kegem Set 39". 18'fmo Rcbe' -s1h'1 150pmndsMhav-lWf Po 1-0.0 LonP" proposodorMwaryLocation Bearby sol's The North 6M Of the N0r1AeB& 114 Of Section 13, Township 29 N. Range 18 W, box. Noah 87 degrees 48 minutes 15 seconds West bond upon me St Crom CMMY Coord'aaft, SYshO). Surrey F1rep@L0qd For: Jeff Schwab 72SMcCuftheonRoad Hudson, M 54016 A 50 Igo :,.LE IN FEET Landquid Sm-ftymeg 2-5544 M 54010 ,StifEr I OF 2 Pop 18 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer TIFF + DE-8 SC(ILOA.� -715-307-086a Mailing Address Q I a Te- N 41 Ft K KA F J cl. 5 TJbzi f AS W,_ _5`f 6 2 3 Property Address 7S 100"" (Verification required from Planning & Zoning De—plitirdent for nrw City/State I_O.bQK-V,-% W Parcel Identification Number _ O LEGAL DESCRIPTION Property Location 4 r/< , 14 C % , Sec. I' T QS N R 16 W, Town of LOUMEW W Subdivision Plat: —� L/ot # �. Certified Survey Map # Volume, Page # Warranty Deed # 4 q DL37— (before 2007)Volume :7—:�7,7age # Spec house 0 yesXno Lot lines identifiable)(yes 0 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)'atter inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of 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 are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number JdToomsA RE OF APPLI T(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) c a �} ✓:1"1':t�:F"f': h•1-1 IN 1 El El ® s i 8 �I wl E 4 ijjl IifiRl[i °i !jl [ i I 111tl� �' { �11I I9�ti;',Itifii'` JEFF t DEB j Lun7 i t iE �i�O!!'�!'1���"If`� SGHWAB - -- -_ rx F. . . . ......... .. . . ........... -- . ............................ . .......... .......... .... . ... ....... ....... . . . ................. ............ - 4 4 LU cn -a 0 .......... ................... ........... ...... . -- -- -- ... .... a ........... LL .......... - --------------- . .............. s we ............................... . ................ . ... . . .................. .. ............. ----------------------- t! wox awo A2 C +• rr d u G i a �t rw Q w = LL v 9 I'd f.'d ovo�wM l'Jrw.ie nMeln Floor Plan r.tiw '•�•�-•�•-�-'�-- -� A3 :3 •w syc y_ i s.w � � era• � � r�i• a a Usti Wisconsin Department Division of Industry Se \\\ � A/ Attach com to site Ian on p1e P not limited to: vertical and or dimensions, north a ALUATI In aooPS W5, WiS. Adm. Code not assST MAY i►� Itonewest Pct Pfe �Ilt„br3@�Qze. Plan must Include,but rizonla @ogYand percent slope, nce road. County Croix Parcel I.D.scale TBD (New C! Please print all Information. ReviewedA CST' 0%►9-o 4 Page 1 of 2 0 4 —10^ / Dete Pa Ind Property Owner Property Location: V Jeff 8 Deb Schwab (Buyers) Govt. Lot: NE % NE Y. S 13 T 28 N R 18 W TB�Oty Owner's eMailing Address Lot i Block S Subd. Name or CSWA TBD FrAd a City State Zip Code Phone Number ❑ City ❑ Village ®Town Nearest Road Roberts WI 54023 (715) 307-0802 Warren 1001h AVE 1103 New Construction Use: R(Residential/ Numberof bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Pudic or commercial — Describe: soAtV Parent material Burkhardt sl (loamy alluvium over sandy oulwash) Floodplain elevation if applicable na ff. /� General comments and recommendations: Recommend minimum 18" sand -lift POWTS mound on 106.00 contour with 0.4 gpdW loading rate. LF=18" 1❑ Boring s ❑ Boring ® Pit Ground surface elev. 106.28 a. Depth to limiting factor 19 in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/FP o •Efflt •Effa2 1 0-7 10YR3/3 - I 2fgr mfr cs 2f-vf 0.6 0.8 2 7-13 1 OYR 3/2 - sit 2msbk mfr gs If-vf 0.6 0.8 3 13-19 1 OYR 4/4 w/ 1 OYR 6/2 day films aid 2mabk mfr gs - 0.4 0.8 4 19-30 10YR 4/6 ml p 5YR 5/6 810YR 7/2 sl-sd 1 msbk mfr aw - 0.2 0.3 2❑ Boring t ❑ Boring © Pd Ground surface elev. 102.90 ft. Depth to limiting is or 18 _ Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/FP 'EIGet •Efl#2 1 0.4 1 OYR 313 - 1 2fgr mfr cs 2f-vf 0.6 0.8 2 4-12 7.5YR 4/6 - 51 lmsbk mvfr gi 1vf 0.4 0.7 3 12-18 1OYR 416 - s Osg loose at - 0.7a 1.6a 4 1830 1 OYR 5/8 c2p 7.5YR 5/6 8 5Y 7 sl-scl Om mill as 0.0 0.0 CST Name (Please Print) Ryan Bechel Signature gec CST Number -`a 1330832 Address Date Evalua n Conducted Telephone Number 371 Cannon View DR, Red Wing, MN 55066 05/06/19 (651) 327-0074 bBU-6330 (R04/15) El 3❑ Boring a ® Ppitri^g Ground surface elev. 102_68 ft. Depth to limiting factor 19 In. Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots OVII APPIFWkw mew GPD/FP 'Efl11 '002 1 0-9 10YR 3/3 - fsl 21gr Mir at 2f-vf 0.4 0,8 2 9-19 10YR 614 - Is Osg loose gt 1f-N 0.5 1.0 3 19-31 10YR 614 c2p 7.5YR 5/8 is Osg loose aw 0.6 1.0 4] BoringA ❑ Boring ❑ Pit Ground surface elev. ft. Depth to lim@Ing factor_ in. Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots ilwuml rcem GPD/FP 'Ef l -Eff62 Boring! ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor_ In. ®®� ®®®®® Effluent S1 = BOD, > 30 5 220 mg/L and TSS > 30 5150 mg1L • Effluent t2 = BOD, > 30 5 220 mg/L and TSS > 30 5150 mg/L CERTIFIED SURVEY MAP Located in part of the NE 1/4 of the NW 1/4 and port of the NE 1/4 of the NE 1/4 of Section 13, T28N, R18W, Town of Warren, St. Croix County, Wisconsin --- --- _-_ � ' N INE_OF THE NE 1 4 OF SE 73 - - BN- N 1/4 CORNER t S.13, T29P R18W (NAG NAIL) -_- NB7'48'15: 412.18' ?-- I LOT 1 212ApD&F.@ADAC) =ROAD Fvw 2N,402 &F. (871 AO) MC ROAD IVW I P67'14T 4111M !� D set 39• x 18'IOn RaDMwm4AA19 1.SO p0unet par IF1e al r6Ot • fevN 1'OD.1wo'Ca O cawyswea caa. Ma.aa•i �► gapasWDrAwrYtaeYbe 9atabroBaan Toro NOriA ern o18ro Nu10Wat iN a1No" 8 13, dWasTownship 29 N., Rugs 18 on Oars NMA87 eapaaa 40 abartst is wCOnOa Waal Aurae wwr tlro St Ci10A' Courry GaCrebrob SYMan. S� RMYaO w J&#SdMO 725 MCCukMOA ROM Hudson,/4154016 NE CORNER 13, T29N, R18W (MAC NAIL) X 5o t SCALE IN FEET ,--too' 2ME.W4.0.1 St thus SUMy" RepoaMOhnn•M1apom (/t1y 222-55" HldM µ151010 SHEET t OF 2 Desow.. Ryon BedNN Certified sal Tro(er: p33oD32 F4 ADVANCED dr"na°m°0e6^°t o Bendhm lk Designer of Enghewing Syslemc D 22F.T-T ENVIRONMENTAL OfeWfl BN9 >1 OOII /fIXll I $ipfj. Tsmk: system Sail Bonng Pomp Teak: STA: �L aewmrem Mean ,6asamrowrs mwiam 105.000asor. -c to106barl =1P (Aeeemiplec lF�NR) Calmar=708AD 84pe=5% s * to SOpe of ROW (100th AVE) ProPEeed�L I a Gallen l I Dwdbwtilon: +4"I nn eO MPse "a" aebuft a \B,ozso L — \ ? LOCATION MAP (eN to oeM) \ \11�- 1OOtl1 AVE \ \ I" k� F PVC Pipe N N t \ \ \ �o,0000 LiL _ Aims f * 3 6�Prapasee Properly $, � PRWARED FOIL (New spit) JdfaDebsdwb Sh Addtns: Top of meM717-tree TBD IOphAVE54 3 above wade Robw6, WI SA02T Vd Vd Vd Vd PID: TLO(mm CSM) 5.0 Am legal: NE NW h NE NE dew s� ,Na dwl9nw0 ab «ama ti aaamo .aN 9da lawl ooda TM Roe bsb�d 513 R18W T28N Fw+lRdw hen dfR%ROss abler ewpin kRly. aMr Town of WorMl ae..aernn. ND ewwnr a ,paE ,1W T16 srsrEEl eLL caxteeL ro NNLTpN amamlr. 5ykwn mr 4 aw.A mdYedYwa xwl.. ear gswN•. nRRwpnnwlA Rlwr iw barniwlw an RODer an ma �110L Sale: I..gm Dave: SJ6/19 1120Do Q •� �C, J Lam ✓ u JUN 03 Z019 CERTIFIED SURVEY MAP S` rty'x ` community Develooeioomee[ Located in part of the NW 1/4 of the NE 1/4 and part of the NE 1/4 of the NE 1/4 of Section 13, 728N, R18W, Town of Warren, St. Croix ]�1 n R r County, Wisconsin i� `' it } Csm-ao�q -037 --- --- __t -THE N. UNE OF THE NE 1 4 16.15' — .,...�., .._ uGT4e•.«•,.. ,._._.� OF SEC. 13 - 9N. 18W- N 1/4 CORNER I N8748'1 SW 412.18' -'-- 5.13, T29N, R78W (MAG NAIL) o I NE CORNER S.13, T29N, R18W 11 (MAG NAIL) ' w LOT 1 uo '1 217,800 S.F. (5.00 AC) EXC. ROAD RAN 231,402 S.F. (5.31 AC) ya1 INC. ROAD RN1 ' N n •,� c V' z N om 082 u m r I Z yy m _ IN20 Zmm Z ti Ism 81 93 40 N87571141 411.86' " Legend 0 Set 314's 16' Iron Reba, ~mg 1.50 pounds per Ihlee/ foot • fW 1. 0.0 Icon F p. O C'.gy seman Ca tknu y pmposad Dm"sY l«etiu. Beams Basis. The Noah ane of fhe Northeast 114 of Section 13, Township 29 N., Range 18 W, been; Narm 87 degrees 48 minces 15 semrMs West based upon th St. cnxr County Coordinate System. Survey Pmoamd For. JefScbwab n5 WCutoheon Road Hudson. W154016 IL t .,. F9UGSaH W6, X 0 50 100 SCALE IN FEET 1,=100' SIa eyo Greg B. Lmdgwst St Crag Surwyev gre9@stao w"ying.co- (715) 222-55" 90149, St, Suee 129 Hudson, An 54016 SHEET 1 OF 2