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038-1239-23-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] Permit Holders Name: I City Village Township Preferred Builders Inc TANK INFORMATION TOWN OF STAR TYPE MANUFACTU ER Alo— TANK SETBACK INFORMATION ' PD Vnii l MESA SWMM • PUMPISIPHON INFORMATION • l] — Manufacturer Demand IGPM Model Number 'T , JJJ t —1 TDH ifl Friction Loslss System Head , TDHCj Ft r� Forcemain Length/)nt 2 Dia. A Dist. to Well > I^^ SOIL ABSORPTION SYSTEM BEDlTRENCM Width I O, Lerl no, No. 01 TrrccCw IA.F.uR IS DIMENSIONS I" INFORMATION tIZ51 ITIl7N SYSTFM 1, ELEVATION DATA STATION BS (O HI (b. FS ELEV. Oo Benchmark . 1 day All. BM Bldg. Se SUHt Inlet zi rill,U StIHt Outlet Dt Inlet Dt Bottom 1 7 eli1 Dist Pipe 5,35 I N I Bol. System l0-vJ vJ 10011 1 Final Grade St Cover I I601160 ,. r 6 9 q. CHAMBER OR UNIT ManufaM er [HeadpAariffold Distribution , I , rl 51 Dia 1 /Y Spacing�J x Hole Sae 5/ rl 3� z Hole Spacing Vent to AirIntake Lengm�Da� Lengm�y_ c1`1111 rrWPIZ . f L . o tee.. aQ n. 1 u Mound Or At -Grade Systems Only tv (/IL✓ B IDepth enter. (*` Bad/trench Etlges I Z 1 1 Topsoil �j12 7 rdetl/Sod Yes ] No In Mul YesNo L i �e NMENTS: (Includicode discrepencies. persons present, etc.) Location: 964 218TH AV � � 1.0 1.) Alt BM Description =— 1 F`-�1 v-1"` e- 2.) Bldg sewer length = -amount of cover = .J (�`�-� J]•r;1,1,,r,"„I II711 V If fW4.4- on aU Pu�llnl�la� Plan revision Required? Yes No ���� Use other side for additional information. Data SBD-6710 (R,W97) Inspection #1: %O/��/� r'( Inspection # plDl,l 0 tC- (boat AJ $T 1,11141 flvuSho Insepctots natum�W Cart. No. I �County5.L�Safety Buildings Division and Sanitary Permit Number (to be filled in by Co) 201 W. Washington Ave., P.O. Box 7162 Z29 Madison, 153707-7162 •������Co -t ippi t --- Smte Timssaetion Number d 3 90o Z rdB - Cr N accordance with SPS 383.21(2), Wis. Ades. Code, submisst of this form to the appropriate governmental unit is required prior to obtaining a sanitary, permit. Note: Application forms for state-otvmod POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Servim. Personal information you provide may be used for seem purposdary es In accordsncewith the law, S. 15. 1 m , Stats. Parcel # L A 'llead It Information -Please Print All Information Property Amer's Name glZ Property Owner's Mailing Address Property Location' t 6 so s 1LI r9 Go �_ /, NF. /, Section City, State Zip Cod Phone Number / 2 Q -] /S' /�(/ Q-z / s'0r_le one) TJ' JN; R —//i Eor® II. Typeof Building (check all than apply) Lot # 2 Subdivision Name I or 2 Family Dwelling- Number ofBedtooms J Ok. e ► St49kV L e " E3;r74 8 Block # ❑ Public/Commercial -Describe Use res s%% ^— ❑City of ❑ Village of CSM Number [I State. Owned -Describe Use 11ww,,,er,. arrle-/si2.4f2/� 'c.town of 1 if � J III. Type it: (Check only one boa on line A. Complete line if applicable) A. yy .16 New System ❑Replacement System g Tank Replacement On ❑ Treatment/Holding p ty B Y (explain) Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change oFPlumber ❑Permit Transfer to New last Previous Perms[ Number and Date Issued Before Fatpiratum Owner IV. Type of POWTS S tem/Com onent/Device: Check all that a ❑ Non -Pressurized In -Ground ❑ Pressurized In -Ground ❑ At -Grade XMound> 24In. of suitable soil ❑ ound <24 m. Of sus le sort (Fl{f <-4 fF ❑ Holding Took ❑ Other Dispersal Component (explain) - Pretreatment Device (explain) r V. Dis ersaVrreatrt t Area Information: Dori Flmv jgpd) Design, Soil Application Rate(gpds Dispersal ArmpRequired Dispersal ea Propos (st) System Elevation A M A4ll VI. Tank Info .Capacity in Gallons Total Gallons 0 of Units - Manufacturer a �Cg �. rn � u w rp 3 wC7 t2 m w New Tanks Existing Tads Sepd. m Holding Tads Z' Doting Chamber nD OyM VII. Responsibility Statement- I, the undersigned, assume responsibilityfor Inataaation of the POWTS shown on the attached plans. Plumbet.'s time (Print) Plumber' ignature MP/b1rWNumber Business Phone Number Z 26 97 ?/s- z 3rf" F P 's Address (SffcA City, Smt4 Zip Code) - �r— Lz- + g- ZZ VIII. Coun /De arhnent Use Only Permitt Fee Date sued Issuin gent Signmur pproved rsapp $ 6L • �I '3b`l� .r ivenRetrsm, forD sal - asoto for Disapproval d a e M J DL Condit Ae 4ti: /1 ,.IMk; tAll7cntlbrlMA L r/�e!'Mof'+�tr-1. triapar.!:aCON Must all ¢ay.±s,rnsfnftL.gk /— • _ at Der TMrayenNr,! plan pra Aoe•r �v t+lu,nbe:: - Z. M �Y7k ell�ab!;pltrf taunt W :I'+TJd:il.f : / / . t s 0 1 % r perMdolib one- / wrina mad _ C.dsl ..Yt rrle� , n- 4,re, Attach to complete plans for the system and submit to the County fonly on paper not less than a M III iuchn in a'vs SBD-6398 (IL 11/11) 1 resigner Ryan Baehal :ertl0ed Sold Tester. #1330B32 resigner of Engineering Systems: D 2263-7 \r `n0 • Or - --, ADVANCE© 4WvinnuH1'N4A1. SCALE 25' 0' so, "'Well to be located >50ft from system components" Tree Line y� ' ±30' 2" n& j SCH40 PVC l Drainage Easement \ \ -All property lines not drawn are >1008 from system Qh Benchmark V Soil Boring a. Drainage Easement r4 t90' 4" \ SCN 40Pvc / 6� fr / / n.d Stow t: This qeW Ira teen armed and .=drloled 1. amurft. whth Rob and taml mar.. The eP bealp one marl main polabd burn dletuMarce arM/a mer'P a heron ant after \ \ / Ja D 1 EM mu Septic Tank: .120M gallon 2compadment lank 43dng risers 4= above final grade 43es1 GF-10 filler wl alarm Do not We dear water sources into septic tank Pump Tank: -Pump reads = 33gpm ®16T0H 800galons 4kve lank as necessary, maintain all setbacks. Recalculate pump Ralph Loss and TDH after retail -Eeenl counter, lime meter, or wale) maker required STA: -10A(I' Mound -35 absorption Who -T clean sand left (ASTM C33 sand) -Cur slumps Push bgmuM, avow digging -Mow eafire absoption area as removedippirgs -Roughen absaplon area to depth of 5 8' -Dswd surface waled may iron system -Depth to reshicl on = 28' -Conleur=99.45 Slope=17% Distribution: -Laledals to be spaced 12' Iron end at bed s 24' from ease (3)1 t sch 40 pw laterals with cleanoulsuse sprinkler bones for protection 1 t header, end fed network, J' orifices ® 3.0 spacing .PmW 15' downslops absorption area from compaction during construction Demand dose foal n6rgs per despn LOCATION MAP (not to .cal.) PREPARED FOR: Preferred Properties 964 218th Ave Somerset, WI 54025 'ID: 038.1239.23.000 2.01 Avee Legal: Squaw Lake Estates lot 23 S17 T31N R18W Town of Star Prairie DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL GREEN BAY WI 54304-5211 Contact Through Relay http://dsps.wi.gov/programsrindustry-semioes www.wisconsin.gov March 26, 2019 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2021-03-26 Plan Review: PWTS-031900268-C RYAN GARY BECHEL 371 CANNON VIEW DR RED WING Minnesota 55066 SITE: Preffered Properties Squaw Lakes Estates 964 218th Ave Town of Star Priarie Saint Croix County Total Amount: $250.00 FOR: Description: 600 GPD (4 Bedrooms — New Construction) Maintenance Required . .. ................ 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 mound area. • Divert surface water from POWTS Area. • 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. • SPS 383.54(1)(e) The management plan for a POWTS shall specifically address the servicing mechanics of an aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist: 1. The bottom of the tank is located more than 15 feet below the elevation where the servicing pad is located. 2. The bottom of the tank is located more than 150 feet horizontally from where the servicing pad is located. • 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 amdunt 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. Sincerely, Zw �%`" &eel Tim Vander Leest Private Sewage Plan Reviewer, Division of Industry Services (920)492-2214 , Mon- Fri, 6:00 a.m. - 3:30 p.m. tim. vanderleestkUw i. gov Property Owner: Preferred Properties LLC Phone: Site Address: Page: 2 Page: 3 Page: 4 Page: 5 Page: 6 Page: 7 Page: 8 Page: 9 964 218TH AVE, Somerset, WI INDEX Site Plan Management Plan Management Plan Date: 02/22/19 System Design Summary Mound Design Worksheet Mound Design Worksheet Mound Design Worksheet Pressure Distribution Design Page: 10 Pressure Distribution Design Page: 11 Pump Design �uui111�1urn,, Page: Dose Tank CONS'''�, ��►' �''•� 12 �.� Page: 13 Tank Specifications �RYAN G. = BECHEL = Page: 14 Mound Material Estimates - D-2263-7 RED WING Page: 15 Soil Test = MN Page: 16 Soil Test ��''�f S NE��``°�`�\`` Page: 17 Soil Test I G r�ri,I,1„'00 Component Manuals: SBD-10691-PMound (N.01101; R.10/12) SBD-10706-P Pressure Distribution (N.01/01; R.10/12) 41� e�U Designer Signature: Date: 2/22/2019 ADVANCED ENVIRCNIOENTA LLC 371 Cannon View DR - Red Winn, YIN 55066 i651132.7-0074 Craned etatwere: TNT gKer^ b than ae.tprwe utl aduotse F aemdono wltA Sfute ad loin) coon. TM WI trwahrhenl aeo mat rr.+dn iv� I. ca tureorra aw/rc wrrq ibn W. aM af4r resigner. Ryon Bechel *Ali property lines not O BenchmarktI _ SVSTEM NOTES_ _. '.ertified Soil Tester #1330832 ADVANCED drawn are>1000 from �j Septic Tank: esigner of Engineering Systems: D 2263-7 ENVIRONMENTAL system is� Soil Boring f .120016g0 gallon 2�compartmenitank -- -- — - -- -` -- -Bring risers V above final grade -Best GF.10 filter w/ alarm va ve V '" ve 4)o not mule dear water sources into sapid; tank -ve SCALE \ b Drainage Easement, 0 25' Sly A j / \✓ / Pump Tank: Fhanp reins= 33gpm @ 16TOH 400g4m tank ms / -Move lank as necessary, mainoin al SeMacks. / > -Recalculate pump Friction Loss and TDH after instal / Event counter, time meter, or water meter required *'Well to be located W J >50ft from system STA: components" ' .10s6likeum .3S aasorpdon width ,\ -S dean send IA (ASTM C33 sand) / -Cut stumps flush to ground, avoid digging \ -Mow entre abso plion area and remove clippings \ -Roughen absorpton area to depth of64r C-Dverlsurface water way lmm snlern \ BA11\\ -Depth to restrnCm=26' A / \, Oc \ Conbur=99.45 \ 96.0p 1tl0.r70 \, \'/ � -Slope=17% \ B2 \ Tree Line \Y 6 \ GY �/ Distribution: \ \ \ \ -laterals to be spaced l7irom and of bad s 24'frm �� \ \ \ �\N saes \4• / .�. \ \ i / �� .(3)1t sch 40 pac allies wah clemoiAs-usesprinkler bares for protector 130' 2" \� dy t {' header, end -fin network, J' otces @ 3.0 spaong \\ \ SCH40 *90' 4" / -Prated l5downsdpe absorption area ban compedion PVC �- � 40 / during construction, �1a " Aeneas wrongs does float per design i / \ r �! / LOCATION MAP (not to mods) WIC\— W �\BM2 P Drainage Easement \ ',\ \ \ ,rva.ii Eq PREPARED FOR: / a Preferred Properties / Site Atltlress: 969 218th Ave / Somerset, WI 54025 -� PID: 038.1239.23.000 2.81 Ames Legal: Squaw Lake Estates tat 23 S17 T31N R18W Town of Star Pratrle 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 System Specifications Number of Bedrooms 4 Septic Tank Manufacturer Wieser Design Flow ( pd) 600 Septic Tank Capacity 1200 Soil Loading Rate ( pd/fi 0.6 Effluent Filter Manufacturer & Model Best GF-10 Standard Effluent Quality Effluent 1 Biological Oxygen Demand (SOD) 220 mg/I Pump Tank Manufacturer Wieser Total Suspended Solids (rSS) 150 mgti Pump Tank Capacity 800 Fats, Oils, Greases (FOG) 30 mgl Pump Manufacturer & Model per Installer Treated Effluent Quality Biological Oxygen Demand (BOD) - m9d Dispersal Cell Type Mound Total Suspended Solids (TSS) - mg/I Fats, Oils, Greases (FOG) - mg/I Pretreatment Unit Description NA Max Effluent Particle Size in its and dripping faucets. Repair leaks promptly. Regularly check for wet or spongy soil around your soil treatment area. Contact service provider if issues adse. Controll burrowing animals (gophers, groundhogs, etc.) Keep bikes, vehicles, snowmobiles and other traffic off treatment area. Alarms - Contact your service professional if any alarm signals. Lint Filter - 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 veer 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. Septic system replacement area: Prc Professional per recommendations. Liquid levels - Check sludge/scumrefnuent levels in all system tanks. Recommend if tank(s) should be pumped. Pump all compartments every 36 months at a minimum. Inspect tank inlet and outlet baffles (if applicable) Check drainfield effluent levels (if applicable) Verify pump and alarm system functions (if applicable) Inspect widng 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 now. Check dissolved oxygen and effluent temperature in tank Check for surfacing of effluent or other signs of problems. Verify inspection pipes are capped and intact. Provide homeowner with list of management results and any to be taken. system site from traffic, compaction, etc. Page 3 MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an appropriately licensed individual or business. Tank inspections 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 ponding 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 the outlet baffle, or whenever the scum layer is within 3 inches of the bottom of the outlet baffle. In no case shall total sludge 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 filter alarms may indicate surge flows or an impending continuous alarm. Pre-treatment components shall be maintained and serviced by a licensed septic professional according to the manufacturers recommendations. START-UP & OPERATION For new constructiom prior to system operation, check septic/pump tanks for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cells. If high 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 utilizing 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 situation, it is highly recommended to have the contents of the pump tank removed by a licensed septic professional or have a septic professional manually dose the system to return the pump tank to normal operating levels prior to restoring power. 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 septic system site. CONTINGENCY PLAN If the septic tank, or any of it's components, become defective the tank or component shall 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, they shall be immediately repaired or replaced with components of the same or equal performance. If the soil treatment component fails to accept wastewaster or discharges wastewater to the ground surface, it shall be repaired or replaced by; increasing basal area (if toe leakage occurs), rebuilding the component at the secondary system site, or removing and replacing biologically clogged absorption and dispersal media and associated piping. ABANDONEMENT If the septic system fails and/or is permanently taken out of service, the system shall be abandoned according to approved abandonment regulations. These include: - All piping to tanks shall be disconnected and abandoned pipe openings sealed. - The contents of all tanks shall be removed and disposed of by a licensed septic professional. - Tanks shall be crushed & filled, or removed. - A septic system abandonment notification shall be submitted to the appropriate local governmental unit. WARNING!! SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC TANK, PUMP TANK, OR OTHER TREATMENT COMPONENT UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ALWAYS CONSULT A LICENSED SEPTIC PROFESSIONAL BEFORE DOING ANY WORK. Page 4 System Design Summary Property Owner/Client: Preferred Properties LLC Parcel ID: 038.1239.23.000 Site Address: 964 219TH AVE, Somerset, WI Phone 8: DESIGN FLOW, WASTE STRENGTH, TANKS A. Type of Wastewater: Residential Treatment Level: Effluent 1 Residential Design Flow = e of Bedrooms 4 X 100 GPD X 150% = 600 GPD Commercial Design Flow (data/calculations attached): ❑ Measured GPD ❑ Estimated GPD Design Flow: 600 GPD Comments: 4BR home; No home business; No sewage ejector/grinder B. Septic Tank(s): Minimum Capacity = Design Flow X 2.088 Wastewater received by: Gravity Code Minimum Septic Tank Capacity: 1253 Gallons, in 1 Tanks / Compartment(s) Designer Recommended Tank Model(s): Wieser WLP 1200/800 PAR Effluent Filter B Alarm: ❑- Flier p Raer Alarm Effluent Filter Model: Best GF-10 C. Pump Tank Code Minimum Capacity: 644 Gallons Pump Tank 2 (Code Minimum): - Gallons Designer Recommended Min. Capacity: 800 Gallons Pump Tank 2 (Designer Req): - Gallons Pump 33.0 GPM Total Head 15.9 it Pump 2 GPM Total Head ft Holding Tank(s) Onfy:L Minimum Capacity: Residential • 2000 gallons, or 5x estimated daily wastewater flow; whichever is greater Minimum Code Required Capacity: Gallons, in Tanks Holding Tank High Level Alarm Type: Designer Recommended Capacity: Gallons, in Tanks DISTRIBUTION AREA Soil Treatment Area Type: Mound Distribution Type: Pressure Distribution -Level Benchmark 1 Elevation: 100.00 it Benchmark Location: SEE SITE PLAN Component Manual 1: SBD-10691-P Mound (N.01101; R.10/12) Distribution Media: D'3M NM Roas 0 AVer4ved Produn Component Manual 2: SBD-10706-P Pressure Distribution (N.01/0/; R.10112 1/2- - 1 1/2- Aggregate SITE EVALUATION DATA Depth to Limiting Layer: 28 in 2.3 it Soil Texture: Sandy Loam Contour Elevation: 99.45 SHLR: 0.60 GPD/ft' Elevation of Limiting Layer: 97.12 Perc Rate: - MPI Minimum Required Separation: 36 in 3.0 ft Sails with >60% Rock Fragments Present? ❑ yes ONO Maximum Depth of System: Mound in If yes, describe % rock and layer thickness, depth of soil treatment needed per SPS 383.44-3 and any additional information for addressing the rock fragments Measured Land Slope: 17.0 % in this design. SOIL ORGANIC LOADING 1. Organic Loading to STA/Pretreatment Unit • Design Flow X Estimated BOO in mg/L in the effluent % 8.35 + 1,ODO,000 600 gpd X 220 mg/L X 8.35+1,000,000= 1.10 Ibs BOD/day a. Pretreatment Unit Information (if applicable): Hot Applicable b. Organic Loading After Pretreatment (if applicable) • Design Flow X 800 in mg/L in the pretreated effluent X 8.35 + 1,000,000 gpd X mg/L X 8.35 + 1,000,000 = - Ibs BOD/day 2. Organic Loading Rate to Soil Treatment Area (Ibs/day/ft j + Soil Treatment Bottom Area ft' • lbs/day/(t' 1.10 Ibs BOO/day + 2119.9 fe . 0.00051" lbs/day/ft' Comments: Page 5 Mound Design Worksheet SYSTEM SIZING: Parcel ID: 038.1239.23. Design Flow: 600 GPD Soil Loading Rate: 0.60 GPD/ft' .o Depth to Limiting Condition: 2.3 ft Percent Land Slope: 17 % Design Media Loading Rate: 1.0 GPD/ft' DISPERSAL MEDIA SIZING Dispersal Bed Area (A x B) = Design Flow a Design Media Loading Rate 600 GPD 1.0 GPD/ft2 = 600 ft, If a larger dispersal media area is desired, enter size: ft2 A. Select Dispersal Bed Width (A): 10.0 ft Can't exceed 10 feet Linear Loading Rate = Bed Width X Design Media Loading Rate 10 ft X 1.0 GPD/ft2 = 10.0 gal/ft Can't exceed Table 1 B. Minimum Dispersal Bed Length (B) = Dispersal Bed Area . 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 on Mound Materials page) DISTRIBUTION MEDIA: APPROVED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW 1. Select Dispersal Media: ii. Enter the Component Length: ft Width: ft Depth: ft iii. Number of Components Per Row = Bed Length = 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 = ft = rows Adjust width so this is a whole #. vi. Total Number of Components = Components Per Row X Number of Rows x = Components Page 6 MOUND SIZING D. Fill Depth Below Upslope Edge (D) = 3 feet - Depth to Limiting Condition (6" Min.) 3.0 ft - 2.3 ft = 0.7 ft Design Sand Lift (optional): in E. Fill Depth Below Downslope Edge (E) _ [Bed Width X Land Slope + 100] + "D" 10.0 ft X 17.0 % + 100 + 8.00 in = 28.4 in F. Distribution Cell Depth (F) = 8" + Nominal pipe size of distribution lateral (12- for approved products) 8.00 in + 1.25 in = 9.25 in (Nominal Pipe Size adjusted on laterals sheet) G. Cover Material Depth at Cell Edges (G): 12.00 in (?6-Min.) H. Cover Material Depth at Cell Center (H): 18.00 in (> 12-Min.) I. Downslope Width (1) _ (E + F + G) x (horizontal gradient) x Downslope Correction Factor 4.14 ft x 3.00 x 2.04 = 25.33 ft Or ft J. Upslope Width (J) _ (D + F + G) x (horizontal gradient) x Upslope Correction Factor 2.44 ft x 3.00 ft x 0.66 ft = 4.84 ft Downslope Correction Factor: 2.04 Upslope Correction Factor: 0.66 Endslope Horizontal Gradient: 3.00 (usually 3.0 or 4.0) K. Endslope Width (K) _ [(D + E) + 2] + F + H x Endslope Horizontal Gradient 36.40 in + 2 + 9.25 in + 18.00 in + 12 x 3.0 ft = 11.4 ft L. Mound Length (L) = Endslope Berm Width + Bed Length + Endslope Berm Width 11.4 ft + 60.0 ft + 11.4 ft = 82.7 ft W.Mound Width (W) = Downslope Berm Width + Bed Width + Upslope Berm Width 25.3 it + 10.0 ft + 4.8 it = 40.2 ft Verification of Minimum Required Basal Area '• Sloping Sites = B x ( A + I ) MINIMUM = 1000 ft2 (Min. - GPD = Loading Rate) 60.0 ft X ( 10.0 ft + 25.3 ft) = 2120 ft2 .............. •• Level Sites = B x W MINIMUM = ft2 (Min. = GPD = Loading Rate) ft x ft = ft2 Page 7 MOUND DIMENSIONS J obs. pipes --_L-------------- ----------- 0 K A i W B 0 ILI------- --- -----------------� J- 1 i L A 10.0 ft F 9.3 in J 4.8 It B 60.0 ft G 12.0 in K 11.4 ft D 8.0 in H 18.0 in L 82.7 ft E 28.4 in 1 25.3 ft W 40.2 ft Obs. Pipes (1/10th of B) 6.0 ft Absorption Width (A+I) 35.3 ft DISTRIBUTION AREA CROSS-SECTION TOPSOIL _ FILTER FABRIC , 102.39 SEED 100.12 .'of, LOAMY BACKFILL „ A., piI r w 11-A late �.. ASTM C33 SAND E� 99.45 17% PLOW 6"-8- DEEP PRIOR TO PLACING SAND OBSERVATION PIPE DETAIL Screw -type or Finished grade slip cap �. ! Topsoil cover - 4" SCH 40 PVC pipe - (1' min ) Top of pipe to terminate at or above finished grade 4' - z' x 6" slots spaced .- 90 degrees apart .' Infiltration Toilet - surface Flange Page 8 Pressure Distribution Design Parcel ID: 038.1239.23. Media Bed Width: 10 it Manifold Connection Type: End _ Minimum Number of Laterals in system/zone ={[(Media Bed Width - 4) + 31 + 1) X N of zones (Round up) [l 10 - 4 ) + 3] + 1 = 3 1 zone(s) = 3 laterals Designer Selected N of Laterals (optional): laterals 'Can't be less than 2 (except in at -grades) Min. Lateral Spacing: 3.5 ft Designer Lateral Spacing (optional): ft Min. Manifold Length: 7.0 ft Designer Manifold Diameter (see table Sr 1 1/4 in Select Orifice Spacing: 3.0 ft (2• Max Orifice spacing for At -grades) Select Orifice Diameter Size: 5/32 in (Orifices must be a 6- & i 2-from cell edge) Lateral Length = (Media Bed Length - 2 Feet) + k of zones 60 - 2ft 1 = 58.0 ft Number of Orifice Spaces = Lateral Length + Orifice Spacing (round down to the nearest whole number) 58 ft + 3 ft = 19 Spaces Orifices per Lateral = Number of Orifice Spaces . 1 19 Spaces + 1 = 20 Orifices Per Lateral Total Number of Orifices = Number of Orifices per Lateral x Number of Laterals 20 Orifices Per Lateral X 3 Laterals = 60 Total Orifices Recommended Orifice Density is 4-1 It ft i per orifice; can't exceed 11 f t s Orifice Density = Bed Area + Total Number of Orifices (Does rat apply to At -Grades) 600 ft' + 60 Orifices = 10.0 ft'/Orifice Lateral Diameter (See Table 6): 1 1/4 in Minimum Average Head: 3.5 ft Orifice Discharge Rate: 0.54 GPM per Orifice (Based on Table 4) Taa4 4 1141YFRa6� ur..11N. p. Nuu-fe®(YJaN• P IM 1>,7. r Ue 1 ors- x16 In + — 1_._- ....._. an "" 1d. _-ebb ....... __-i �. sc Y pu aiz olio 6r+"". ioA" flk' IN ..folk )5 - orb { 1.r( to . e - -- ow all .1.1i" "i ie e 5 {.._ o e+ - 9as - sai` z is .. 9 am _ 95 .... 0a1 — O— IN 2T 10 Sly ..-aR+TaIP'w.ASa-ll rva•nr�.Y ITMeX�-v Y�a1V1L�VT'N14-U" V V nnac. �X (artniiM Page 9 Pressure Distribution Design Lateral Discharge Rate (GPM) = Orifices per Lateral x Orifice Discharge Rate check Table 5 to make sure maximum header length Is not exceeded. 20 Orifices Per Lateral x 0.54 GPM per Orifice = 10.7 GPM per Lateral System Flow Rate = Total Number of Orifices X Orifice Discharge Rate 60 Orifices X 0.54 GPM per Orifice = 33 GPM Distribution Piping Liquid Volume Per Foot (Table 7): 0.064 Gallons/ft Volume of Distribution Piping = [p of Laterals X Lateral Length X Liquid Volume Per Foot of Piping] 3 X 58.0 ft X 0.064 gal/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 3.0 ft S 3.5 ft P/2 ft X/2 ft Y 5/32 in a..row Dann L J P ——_____— ________________—_._._. J y 'X J SI i Page 10 Pump Selection PUMP CAPACITY (GPM) Parcel ID: 038.1239.23.00( Distribution Method: Pressure If pumping to gravity enter the gallon per minute of the pump: GPM (10 - 45 gpm) Minimum system flow rate: 33.0 GPM Dosing method: Demand Dosing Soil Treatment ) TOTAL DYNAMIC HEAD (TDH) Elevation Difference: 10.62 ft (between Pump and highest discharge point) ev ;da:..n• Distribution Head Loss: 4.55 it y,w],•�""`F Additional Head Loss: it aye w s iai I::::,i `- ( pec equipment, etc.) Forcemain Diameter: 2.0 in Forcemain Length: 30 it Forcemain Friction Loss - Friction Loss in Plastic Pipe per FT of Forcemain (from Table 6:) X Forcemain Length Forcemain Friction Loss - 0.69 it Add Equivalent pipe Length from pump discharge to soil dispersal area discharge to account for 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 1.0 for standard systems. 0.69 it X 1 = 0.69 ft Elevation Difference + Distribution Head Loss + Additional Head Loss + Forcemain Friction Loss = Total Dynamic Head (TDH) 10.62 ft + 4.55 it + ft 0.69 ft = 15.9 ft TDH PUMP SELECTION A pump must be selected to deliver a minimum 33.0 GPM at a minimum 15.9 TDH Pump Model Option 1: Goulds PE41 Pump Model Option 2: Goulds EP05 Performance Curve Performance Curve _------- --___...... Goulds Water Technology I Goulds Water Technology WB§]R.vMBS Wastewater M[R•3 Frli e0 METF16 IS1 Mall vsxu. ,0 N]I,I(N M51 M ]1 e0 N M s !!31 l a I4 Y '0 EM 0 0 00 10 m w ]0 w M i0 arM ec 0 0 �o m w u so y4] �0 '] WA WACiII- W♦CIIY Page 11 Demand Dose Pump Tank TANK CAPACITY AND DIMENSIONS Parcel ID: 038.1239.23.DD0 Design Flow: 600 GRID Code Minimum Pump Tank Capacity: 644 Gal Designer's Minimum Capacity: g0o Gal Tank Manufacturer: Wieser Tank Model: WLP 1200/800 MR Capacity from manufacturer: am Gallons kaparlaatt: Pose design calculations are based an this specific tank. substituting a different tank model may alter the pemtp Gallons per inch from manufacturer: 22.2 Gallons Per Inch float settings- Contact designer if changes are necessary. 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 least 4-inches from the bottom of the pump tank It 2 inches of water covering the pump is recomm ended) Pump and block height + 2 inches X Tank Gallons Per Inch •Addiry 2 md..s emve: Pmy is mvmed by elnaeat dudig opesatim 1 8 in + 2inches) X 22.2 Gallons Per Inch = 222 Gallons Minimum Delivered Volume = 5 X Volume of Distribution Piping: (From Pressure Distribution worksheet) = 56 Gallons (minimum dose) Maximum Pumpout Volume = Design Flow x 20% 600 GPD X 20% = 120 Gallons (maximum dose) Select a pumpout volume that meets both Minimum and Maximum: 106 Gallons Doses Per Day = Design Flow + Delivered Volume 600 gpd . 106 gal = 5 Doses Per Day Drainback: Diameter of Forcemain • 2 Inches Length of Forcemain = 30 feet Volume of Liquid Per Lineal Foot of Pipe = 0.163 Gallons/ft Drainback = Forcemain Length X Volume of Liquid Per Lineal Foot of Pipe 30 ft X 0.163 gal/ft = 4.9 Gallons Total Dosing Volume = Delivered Volume + Drainback 106 gal + 4.9 gal = 111 Gallons Minimum Alarm Volume = Depth of alarm (2 or 3 inches) X gallons per inch of tank •3 inch alarm deem recommended a prevent 3 in X 22.2 gal/in = 66.7 Gallons uxealnce resuiuns unrecessay Puny rycung FLOAT SETTINGS Float Separation Distance for Dose: Total Dosing Volume a Gallons Per Inch i ill gal + 22.2 gal/in = 5.0 Inches Float Distance Settings (measured from bottom of tankl: Distance to set Pump Off Float • Pump + black height + 2 inches 8 In + 2 in = 10.0 Inches Reserve Cap. 18.0 in Distance to set Pump On Float =Distance to Set Pump -Ohs Float +Dose Separation Distance Alarm Distance 3.0 in A 400.6 9 10 In + 5.0 In = 15.0 Inches Pump On Distance 5.0 in C ' 66.7 9 110.9 Distance to set Alarm Float • Distance to set Pump -On Float +Alarm Depth Pump Off Distance 10.0 in D 222.4 15 in • 3.0 in = 18.0 Inches Page 12 0 TANK SPECIFICATIONS • Minimum cover = 6 inches; Maximum cover = 8 feet (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 30 • Quick disconnect (Cam -Lack) 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 8 feet (1%) slope, install cleanouts at the building connection and every 100 feet at a minimum • Insulate building sewer if less than 2 feet from final grade and under all high traffic areas (driveways etc.) 99.45 \ 93.00 y 1%Minimum Slope I I 1 +/- 90' 90.00 CC lul 4" CASE -A -SEAL III I l 2� / I IYP / ll FILTER OR1�Ili I III BAFFLE IIII TOP VFW 4 __ 1 —_ AIKS i''T'- III II I SIDE NEW OR EXCEED ASTM C-1227 Watertight controll box with separate pump and alarm circuits 0k0 4" Pump Block Sleeve 2" SCH 40 forcemaln in 4" SCH 40 pipe across tank excavation to prevent pipe settling ' Cam Lock Float Tree: Install floats separately from pump on a Is" or 2" PVC pipe Weep Hole WLP1200/800-MR TANK SPECIFICATIONS DIMENSIONS: WALL 3- BOTTOM: 3" COVER 6" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT. 53" O.D. LENGTH: 154" O.D. MDTH: 96' O.D. 4" CAST -A -SEAL BELOW INLET: 41" O.D. LIQUID LEVEL: 36" WEIGHT: BOTTOM II,ODO LHS COVER 8.170 LBS. BRIT AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL CASKET. CAST -A -SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN. SEE DETAIL /10 (OTHER STATES SEE CHART) LIQUID CAPACITY: U46 GALS (SEA') 22.24 GAL LOADING DESIGN: ✓Y W UNSATURATED SOB. TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIC/PUMP OR SEPTIC/SIPHON t" vENT COVER: MIX DESIGN /6 (SMALL FIBER) TANK: MIX DESIGN E9 (SMALL FIBER) CC CUSTOMIZED TANKS FOR CUSTOM TANKS CONTACT WIESER CONCRETE r"i PAD FOR APPROVAL A"PNDeED W: 140rAL DATE: iDDUC1S NEEDED BY: Z a Z V F N Page 13 Mound Materials Estimate Parcel ID: 038.1239.23.000 A. Rock Volume: (Rock Below Pipe + Rock to cover pipe (pipe dio - 1 inch)) X Bed Length X Bed Width = Volume (ft') ( 6 1n . 3 w7) + 12 X 60.0 ft X 10.0 ft = 450.0 ft' Divide ft' by 27 ft'/yd' to calculate cubic yards: 450.0 ft' + 27 = 16.7 yd3 Add 20% for constructobility: 16.7 yd3 X 1.2 = 20.0 yd' For systems using Approved Products: Volume = Product Height X Bed Length x Bed Width Approved Product # of Components needed: (See Mound Design page for detailed summary of components needed) B. Sand Volume: Volume Under Rock bed: Average Sand Depth x Bed Width x Bed Length - cubic feet 1.5 ft X 10.0 ft X 60.0 It = 910.0 W Upslope Volume: (Upslope Sand Height It Upslope width x Bed Length) + 2 - cubic feet 0 0.7 ft - 1) X 4.8 X 60.0 2 = 96.9 ft' Downslope Volume: (Downslope Sand Height x Dowrlslope Absorption Width x Bed Length) • 2 = cubic feet (( 2.4 fit -1) X 25.3 it X 60.0 )+2= 1798.5 ft' Endslope Volume: Downslope Sand Height x 3 x Bed Width - cubic feet ( 2.4 ft - 1 ) X 3.0 it X 10.0 ft = 71.0 ft Total Clean Sand Volume: Upslope Volume + Downslope Volume + Endslope Volume + Volume Under Bed 96.9 ft3 + 1798.5 g' + 71.0 ft' 910.0 ft3 = 2876.4 it, Divide it' by 27 ft'/yd3 to calculate cubic yards: 2876.4 ft' 27 = 106.5 yd' Add 20% for construclability: 106.5 yd3X 1.2 = 127.8 yd' C. Loam Cover Material Volume: Total Berm Volume lapprox): ((Avg. Mound Height - 0.5 ft topsoil) x Mound Width x Mound Length) • 2 = cubic feet ( 3.8 _ 0.5 )ft X 40.2 it X 82.7 ) + 2 = 5462.9 ft3 Total Mound Volume - Clean Sarof volume -Rock Volume = cubic feet 5462.9 it, - 2876.4 ft3 . 450.0 ft' 2136.5 it' Divide ft' by 27 ft'/yd' to calculate cubic yards: 2136.5 ft' r 27 = 79.1 yd3 Add 20% for constructability: 79.1 yd' x 1.2 = 95.0 yd3 D. Topsoil Volume: Total Mound Width X Total Mound Length X. 5 ft 40.2 ft X 82.7 ft X 0.5 it = 1661.7 ft' Divide ft' by 27 ft'/yd' to calculate cubic yards: 1661.7 ft3 . 27 = 61.5 yd3 Add 20% for conslructability: 61.5 yd' x 1.2 = 73.9 3 yd -For rough estimation purposes only. Final material estimates should be calculated by the plumber/installer- Page 14 � i• d '77` .SeGc�i vK - 1279 Wisconsin DepartrerttofComrerce SOIL EVALUATION REPORT Page I of 3 Division of safety and Buildings in accordance with Comm M. Wa. Adrn. Code Tom Schmid Attaad, complete site pan on paper not less ban 8% x 11 irc s in m. Penn must COunty k"de, bid net Wniked to: vertical and Indmrea relnerce post (Sau), diecaon and St Crobr Percent Mope, scale or di sonsiore. north arms, and location and detente to maenad mod. Parcel I.D. _ 3 Please print di information. Revinvsd B)' Dace periond heonreGon dw proWe s. 75.06(1)Imdj. l Property Geewner n r-- Property Location Grand Properties, LP I Coot Lol NW 19 NE 1At S 17 T 31 N R 18 W Property Uvrrr'c Maiinp Address l .)[;2 Lot a Blocks Subd. Name or CSMe 712 Rivard Streeed, Suite 300 23 Squaw Lake Estates City S Zip Code Phone Number City _I N/Mage ✓ Tam Nearest Road Somerset I WI 540 - - Star Prairie I 218Th Ave. M New Construction Use: Residential J Number of bedroonn 3 Code derived design flow rate 450 GPD 0 Replacement Pubic or commerce! - Describe: Parent material Glacial Tit Flood &in elevation, 8 applicable na General comments and recomrnendalfare: Area is suitable for a mound system. System elevation is 100.12' based off of contour line established at 99.45'. Slope is 17%. Depth to limiting factor is 28". Boring a IJ1 Boring Pit Ground Surface eW. 99.55 R Depth to isilitng factor 28 in. Soil Appieason Rate Haixan I Depth Dominad Color Recta Desaplion Tezhue StmcWre Consistence Bard" Roots GP )AF •EIRt 1 0-8 10yr3/3 none 81 2fsbk mvfr rs 2f .6 1.0 2 B-28 10yr514 none al 2fsbk mvfr 9w if .6 1.0 3 28.45 7.5yr4/6 m j�d yr611 8 al 1 msbk mfr 9w .4 .7 4 45-64 7.5yr4/4 m 5Syr5/3 d Om mfi — .2 .6 21 Boring a IN Boring IN Pit Ground Surface elev. 99.55 fL Depth to draing factor 32 in. Sol APPialion Rate Hmon Depth Donwart Color RedmrDeacrpim Team SWchae Corwilanoe Btnatday Rook 1 0 9 10yr3/4 none al 2m9r mvfr a 2m,2f .6 1.0 2 9-24 10yr5/d none d 2bbk mfr 9w 2f .6 1.0 3 24-32 10yr5/4 none el 2msbk nrfr 9w — .6 1.0 4 32-55 1 10yr4/8 old j� al 1msbk Mfr 9w .4 .7 5 55 71 7.5yr4i6 n' 6 al 1 mebk drill — — .4 .7 Property Owner Grand Properties, LP Parcel ID # Page 2 of 3 3] Boring # Boring Pit Ground Surface aim. 96.55 ft. Depth to Inviting factor 31 in. Sal Applicalion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIF •Eff#1 '011#2 1 0-7 10yr4/3 none sI 2mgr mvtr cs 2f .6 1.0 2 7-31 10yr5/4 none al 2fsbk mfr gw 1f .5 1.0 3 31-45 1 4/6 � cid5yr6/16 7.Syr6/1 sl 2msbk mfr 9N' — .6 1.0 4 45 63 7.5yr4/6 m 5d r6/15yr sl 2msbk mfr — .6 1.0 ❑ Boring # M Boring Pit Ground Surface elev. ft. Depth to Ibndirrg facto in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roofs •Eff#1 •Eft#2 Boring # Boring PR Ground Surface elev. ft Depth to prniting factor in. I Soil Application Rate Horizon Depth Dominant Color Redax Desmpfbn Texture Stricture Consistence Boundary RodsGPW •Eff#t •Eftt12 Effluent #1 - BOD ? 30 < 220 mg/L and TSS >30 < 160 mg/L • Effluent #2 = BODs <30 mg/L and TSS <_0 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to accesissffvjScs or need material in an alternate format, please contact the departrnent at 608.266-3151 or M 608-2644777. Conducted by: Scbmitt Soil and Site Evaluations Thomas I Schmitt, CST 227429 1595 72nd St. New Richmond, WL 54017 Phone: 715-247-2941 (9 /f6- oy - ..5 ,.. I Conducted For. Ref. No. 1.2 7 Name: Grand Properties, LP. Address: 712 Rivard St. Suite100 City, State, Zip: Somerset, WL 54025 Subd.Name: Squaw Lake Estates Lot No.: .73 Legal Description: /Yu 1/4 NE1/4 S17 T31N RI SW Township of Star Prairie, St. Croix County Bench Mark EL 100.00' Top of2" pvc pipe Alternate Bench Mark EL `rS-, 5'S'Top of 2" pvc pipe Slope= i79 Contour Line EL 93. VJ' Contour Line Length Gil' tat 1 scale 1 ^ = 40' 9G r \\ This sob report was done to fulfill a zoning requirement. No permanent lot markers were in at the time the Nest was conducted. The area in which it was done may or may not be suable for your use, or in the location shown. Page 17 N HOUSE DETAIL: a q yyrQ' ......••••• D"ot" Propo[M Elasbl Cmhd •r-r ONate, E fleq Hycrant - Denotn Ed.thg Eleatrr. Bo. u Denotes ExMNhg Telou'elon Boat D"p1M Existing T[tpnon[ ear s; Dpat" E.hthq Light Poer ;; Deist" Existing Sw-wk* Dwelt" Exlethq faro Slap p9cd Detroit" Existing Rayatkn x d .: DMat" Fampaeett De"Nan D"dt" Deeptlm or armload Denot" Dnhoge R UNilty Ea Mint (pr nperdsd plot) r� Denot" hail Yoe.ebt esarhgs .hoien m. a"umed CFnPeIC b ALL (IN r--T) (^: T .h":) OCarlson McCain da.lnh)NSMw[nM,lKog. pM1eal n1Nap[eM[Nb P^o'x/aJ 1BW1m1 M6r3c- 1hW1L1 ssllo 9. II1Y9C59IMn ❑E9 ns>Lllod NJ' Certificate of Survey for: PREFERRED BUILDERS, INC. --___ Home Addmw 964 - 2I Kth Avenw, Sur Prairie. R% I /1j1"'D"ot" Prop"od Cantam QQppat" EMINMyy Contwr / (pet St. Croix County LIDAR) lofts 1. Prepa.N is l .Ile Nadp9 . n a—danao .1, 1" 9rodb9 plan. preowec by Ro Coradt, Gr, It Ina, Watt reel"pn9 e3/0 9 ion lrmty f,... or J. bMocr enam are la yraphk p ,tows wily, rnd Wrve'wy e.191 aria Bair- 11 r. bil—W" by denlr/ha, a.. �. Ail e,ryddq tavrd9lion iiranaoet e9aen on lee ewwy Fcwa. eeNriar Iwndcfre hwr'n1Nn Y-0Ma P rp.Ikeee. R.* to sea. pulan9 Dora •. fwda4an aeMe _. (:pnlWry .haan are o.• St. LYtl. Canty LU.N .«o(ed i. trip NE I/a of Sac. )T, Tp. Rle LEGAL DESCRIPTION: Lot 21 SQUAW LAKE ESTATES, St Croix County, WIaD1Mdn Uketrum Lopeat OppnMg Devotion: 9"4_ PROPOSED BUILDING ELEVATIONS Lowest Rpm Oswtkn: AIL Loolout Omtkn: W7.7 Top m Foundation fleept JMZ& Domp 9e11, Elevation (of door). 212J 1 hwfy = Wy to nroranE eardwe. Ins hot tr a amwn per, c- report ribs P'ePe'ae by M. ar undo mr cited aeornreAw+ an: tna:... dr'y 'i—. lara .ara.,cr anal I%. bee a' " Slale or µtit, n voted be, 1S:r day el MC.eh. 3019. aY Om+w H. VWWI. L 5 RK. ho. 1-Jtl09 Fehr J. Manw+n!, t] oral xe a dLeti a M Owner l3nver hiniling, Address Pmlterty Addret ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP ls"y1t, required from I FORM a `I' for new construction.) l'ityitiintr _�A Ls �¢f iC� 60parcel Identification Number _ 034 LEGAL. DESCRIPTION Property Location 4- !6 , N6 y. , Sec. T N R W, Town of Subdivision _S�eA A. t.J L eA S Certified Survey Map # Volume . Page # Warranty Deed # -- V ` j r q Volume Page # Spec house a no Lot lines identifiable yes no SYSTEM MAINTENANCE AND ONNWER CERTIFICATION < MAJS"S�&z L_ Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - SL 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 phunber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uww certify that all statements on form are true to the best of my/our knowledge. Uwe anfare the owner(s) of the property described above, by virtue of a ty deed recorded in Register of Deeds Office. Number of bedrooms SIGNATURE OF APPLICANT(S) DATE 'Any information that is misrepresented may result in the sanitary permit being revoked by the Planning &'Zoning fkpatimtat ` 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. lorth 114 Comer ,ection 17-JI-18 ALUMINUM COUNTY MONUMENT) H.WL= 956.9" ft. 2' i6' Joint 'osement UNPLATTEC 80' Radius Temporary Cul-de-sac Easment (to be extinguished upon extension of the rood) 621.25' - �� J,l 166 i H.WL.= �� ' , ��,d LOT 23 9e2.4 �" AiQ 122, 9TT 2.81 acres FOR , L. B. 0. = 984.4' ; , oa - .•-• .�� Pao 1��. . H.W.L=956.9' e� Ak �d0 � 5 �-y0• � . LOT 21 87,651 sq. ft. V, 2.01 acres Area to O.H. W.M.: 1.81 acres f • zo A , , , , 4'q • � S S) ?8S 70, 96, 's8'0 LOT 28 124, 730 sq. ft. Ar 14 6� Page 18 \ UNPLATTED LANDS N.W.L.-\, 1 North 114 Comer 80• Radius Temporary Cut —de —sac 9562• , ` Section 17-31-18 Eosment (to be extinguished upon—5883601 £ 2565.60'— ALUMINUM COUNTY '02"E 1569.13'— •MONUMENT) extension of the road) 984:9 S88'36'01"E 1282.81 1217. 2• 621.25' l� .; , ,68.00 ;� 66' ar"W"ay £as Mm t- F ilc • >3 -�' i ±o %or Lot ;75 t✓e^�T 7 .'. 9 114 a a i \ S88'36'01" 322.1 LOTlair !'� r h aim r 151.16'' 1: 122,613 sq. ft. M m \ I 1 2.81 acres 1n a....... ..... 1,Y1. L.8.0.=984.4' r ``.O2�� / r N co N.W.C.=.509 p5 i • J = O 956.9' ' �`.` .a -A 0' LOT28 C } i� 00 ng m KW[--956.9' J' ,yri. 1�2..46 acres ft. 2 _ / O a to acres � .y6 Area to O.N. W.M.: N� LOTI'12 - �g'5 oy� 2.25 acres t f60,788 sq. ft. ,S6 / . •• SS T19 a� J..69 acres 06?@g �y0• L.B.O.= I60.2'O i ra •yo' 6• . 4 ti s �F 944.4 = l 953.7 a e"aY / a • LOT 27 1 �� Easement: r / 87,651 sq. ft. /ryW' ! / • 2.01 acres r O o 575'19'39" �r•� 0, ro Area to all.W.M.: I: �I_--@ ! c N 309. E P000 % �'� 1.81 acres ? ?T S�6.58'01"E ! i-\00- 0. 446.33 LOT 2& Rear Elevation left Elevation >Yame ..amp. 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AW..-I Full FpMIY.n Vlil Iv Fir—Tum ]e' o L •Iu..Yrria M,.aM W mH'FYw Wm WI jn -o wk Nawrw b IIIIII{F.IIIII—a_ Une%C 955 to SIN It 656 p M cpNeu.A nr.r 1Y' •p.. ex Fbe. iv osa nswlaoo.Yw.rs..aw. tl J ' •, µrfv�i swbt. a.�o e. Iip r..s.awFw..ro.we.aw � ILp . wY.rl o. aax,a•e... F.maai n-�aalp'awWlbncn.xlvic-el FanYtbn YlFl m Wz[unW)'a✓q Mar6nynw • DwnpPee1Fq.1..1— of 1-1.{bn ryll ^Jim (.)b Mw.w /.M.BI.�y...�w 'Pwn�bmalpie�..b.Nw N.wfmi WrmG. _.. �... , fay lu.G..' IwY.' mn �K pr+ Wall Section � I T Foundation Plan Soo VI+eO• o-n',�re"w r�is.'..nx•a... a. w...:> nw. ew.+w,wmaa,.w.s....•..o...sYe•a";u„.raerea.en .���ra...,.. WiisconsinDepartment ofCommerce SOIL EVALUATION REPORT 04-� page I of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt Attach complete site plan on County paper not less than 8% x 11 inches in sae. Plan must St Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north snow, and location and distance to nearest road. Parcel I.D. a Please print all information. - Die Persona iffbmalbn You VoWe may tie , x 15.04 (1) (m)). = 2Bya�� � Property Owner Properly Location Grand Properties, LP I Got Lot NW 1/4 NE 19 S 17 T 31 N R 18 W Property Owners Mailing Address 5 E P 2 7 2004 Lot # 1 Boar # Subd. Name or CSfr1# 712 Rivard Streeet Suite 300 23 i I Squaw Lake Estates City mp"WadwAW64, City ■ Village a Town Nearest Road Somerset WI 54 IN Star Prairie 218ThAve. 1� New Construction lies: ReslderMEal / Number of bedrooms 3 Code derived design flow rate 450 GPD _I Replacement ' Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a mound system. System elevation is 100.12' based off of contour line established at 99.45'. Slope is 17%. Depth to limiting factor is 28". Boring # -:0 Boring Id Pit Ground Surface elev. 99.55 ft. Depth to limiting factor 28 n. Soil Application Rate Horizon Depth Dominant Color RedoxDescriphon Texture Structure Consistence Boundary Roots GPD/fl' 'Ef#tt EfT#2 1 0-8 1Oyr3/3 none tit 2fsbk mvfr cs 21 .6 1.0 2 8-28 1Oyr5/4 none at 2fsblc mvfr gW 1f .6 1.0 3 28-45 7.5yr4B rn jd 1 1 /8 sl 1msbk mfr gW .4 .7 4 45-64 7.5yr4/4 m 5 5 /3 /6 sl Om mfi — — .2 .6 Boring # Boring J✓ Pit Ground Surface aim. 99.55 R. Depth to limiting factor 32 in. Soil Application Rate Honzon Depth Dominant Color Redox Description Texture Structure Consssnce Booday Roots GPD/ff' 'Eff#1 'Eff#2 1 0-9 10yr3/4 none sl 2mgr mvfr ca 2m,21F .6 1.0 2 9-24 1oyr5/3 none at 2/abk mfr gW 2f .6 1.0 3 24-32 10yr5/4 none sl 2msbk mtr gW .6 1.0 4 1 3255 10yr4B cld10yr68 sl 1ntsbik Mir gyv I — .4 .7 5 55-71 7.5yr4B m 5d 5 /3 /6 sl l msbk mfi — 4 j Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mgft- • Effluent #2 = BOD<<30 mgtL and TSS < 30 mgfL 'ST Name (Please Print) Signature: // CST Number ThomasJ.Schmitt /227429 _ 4ddress Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, WI 54017 8/18/04 715-247-2941 Property Owner Grand PrORertles, LP _ Parcel ID# __ Page 2 of 3 3] Boring # J Boring ✓� Pit Ground Surface aim. 96.55 R. Depth to limiting factor 31 in. Sal Application Rate Horizon Depth Dominant Color Redox Desuplion TecWe Structure Cosistence Bwrdary Roots GPDM •ER#1 •EfW 1 0-7 10yr4/3 none Id 2mgr rmrfr cis 21' .6 1.0 2 7-31 10yr5/4 none al 2fsbk mfr gw 1f .6 1.0 3 31-45 10yr4u8 017.5fN1/6 el 2rrt8bk fMr gw .6 1.0 4 45 63 7.5yr4i8 m25d Sy 1 d 2mebk mfr — .6 1.0 ❑ Ong # ■ Boring Pd Ground Surface elev. ft. Depth to limiting factor in. Application Rate Hamm Depth Dominant Color Redox Description Tedure Structure Cmsntence Boundary Roots GPDff •EBat •Etg12 I ❑ Boring # p M PM Ground Surface ebv. R. Depth to irMig fult:tOf in. Shc Appliratlon Rob Horam Depth Dominant Color RedaxDescription Twlurs Structure Consistence Boundary Roots GPDff •Efai •Eff#2 • Effluent #1 = BOD 30 < 220 ruglL and TSS >30 < 150 rnglL •Effluent 02 =GODS < 30 mA and TSS <,0 mglL The Department of Commerce is an equal opportunity service provider and employer. ff 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. F Conducted by: Conducted For: Schmitt Soil and Site Evaluations Name: Thomas J. Schmitt, CST 227429 Address: 1595 72nd St. City, State, Zip: New Richmond, WL 54017 Phone: 715-247-2941 Subd.Name: Lot No.: Legal Description: Township of: Bench Mark EL 100.00' Top of 2" pvc pipe Alternate Bench Mark EL 9S', 9b'Top of 2" pvc pipe Slope= i79 Contour Line EL F Y7' Contour Line Length GY7 ` a� 1�t Scale 1" = 40' 4*4 Page 3 of 3 Ref. No..d 7 Grand Properties, LP. 712 Rivard St. Suitel00 Somerset, WL 54025 Squaw Lake Estates Z? IYU 1/4 1VEl/4 S17 T31N R18W Star Prairie, St. Cmbc County 061 conducted. The area in which it was done may or may not be suftble for your use, or in the location shown.