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HomeMy WebLinkAbout030-2153-43-000Wisconsin 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 Holder's Name: City Village Township Citywide Development (Preferred Build TOWN OF SAINT JOSEPH CST BM Elev: Insp. BM Elev IBM Description: 901 I as I TANK INFORMATION TYPE MANUFACTURERnn CAPACITY Septic Dosing f rwt�d �n cx� li@6" n Holding TANK SETBACK INFORMATION TANK TO P/ WELL BLDG. ent t Air Intake ROAD Septic /QS AJA- 3 Dosing )4— J Aeration Holding --- PUMP/SIPHON INFORMATION &1/ Manufacturer /� Vav Demand GPM � V Model Number PC , / TDH Lif' n Frictio�t Lb� oI System H ad' JTDM Well 7 Forcemain Length Dia. j qL Dist. to SOIL ABSORPTION SYSTEM A County: St. Croix Sanitary Permit No: 605159 State Plan ID No:� 3132416 Parcel Tax No: 030-2153-43-000 Section/Town/Range/Map No: 20.30.19.3113 ELEVATION DATA 11.4 d—A 1 /!J7% STATION HI FS ELEV. B h kr jU Alt. BM,�� /_ 9•rJ� V 9s , Bldg. Sewer A 3, 3 SUHt Inlet St/Ht Outlet \ Dt Inlet Dt Bottom H, 9 1 rg 5 7 Header/Man. Dist. Pipe S% A1� g 7— Bot. System �' � /Q /• Final Grade 7 V St Cover �!' $ S` ` Y45 BED/TRENCH DIMENSIONS Width /6 Length / No. Tre h s PIT DIMENSIONS a No. Of Pits I Inside Dg� ` Liquid Depth \ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR IT ` T e stem. yp11IdJ �s y5 AA- A, i Model Number DISTRIBUTION SYSTEM -07 Header/Manifold stribution /1 Q�/ Pipe(s) C t /� I. Z`� V' x Hole Size I I Hole Spacing �/ ix yZ Ve t Air Intake Length Dia Length ✓ Dia Spacing_ SOIL COVER i Y Pressures Svstems Only YY Mnund Or At -Grade Svstems Only C/V11"` Depth Over r Bed/Trench Center 7Z Depth Over Bed/Trench Edges xx Depth of ^' Topsoil xx Seeded/Sodded xx Mulched 1 L Yes No Yes No ❑ COMMENTS: (Include code discrepencies, persons present, etc.) Location: 490 146TH AVE 1.) Alt BM Description = , 2.) Bldg sewer length = y S - amount of cover = LlL e Plan revision Required? ❑ Yes No —7 ' 1 ' i Use other side for additional information. 1 SBD-6710 (R.3/97) Date Inspection #1: (012-S II Inspection #2: Are ft w, preor io ►low + k 6�� V W4: e Insepctor's gnature l_ Cert. No. 1 7 S i 11 --,20 ) 5�, vx ------ Safety and Buildings Division County _ f(�. r i - i ,� i 1 '`� '��`- • 201 W. Washington Ave., P.O. BOX 7162 Madison, WI 53707-7162 Sanitary Permit Number (to be filled in by Co.) e 02 2018 D rd >�1 Sanitmit App ica io ary Per State Transaction Number 1 In acetittian¢e with SRC 383 21(2� Wits. Adm. Code, submissio to governm�n —St Project Address (if different than mailing address) is required prior" to obiainmg a-sa�_peYmit. Note: Application forms for state-owned POW the Department of Safety and Professional Servies. Personal information you provide may be used for secondary 4 oses in accordance with the Privacy Law, s. 15.04(1)(m), Stats. /j1 , /�/� Yv ( [ (�' J� Y I. Application Information - Please Print All Information Property wner's Name %_4 11�� "60 1 CNC A4 n730 53 .43 - L)o C) Propertl Owner's Mailing Address Property Location (', 30. 19 I i /[ " � / L L Uv .44 L ,� Q A] Govt. Lot SF :/a ,� � r - /., Section City, State Zip Code Phone Number /�AW lk� /,M � A T (� i- ` ✓v � Z (circle one) T3n N; R 't{ — Eo& 1— Il. Type of Building (check all that apply) Lot # 14 1 or 2 Family Dwelling -Number of Bedrooms Subdivision Name 6k Block ElPublic/Commercial -Describe Use r---- - ❑City of � J ❑ State Owned - Describe Use A A ❑ Village of CSM Number It �---� :Z'I'own of S'f bX III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ElPermit Renewal ElPermit Revision ElChange of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued / Before Expiration Owner IV. Type of POWTS System/Component/Device: Check all that apply) __6�V ❑ Non -Pressurized In -Ground ❑ Pressurized In -Ground ❑ At -Grade • Mo > aable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) /a V. Dis ersal/Trea ent Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal ea Propose sf) System Elevation k Ca _1� 1? S VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units Seto- � Z o New Tanks Existing Tanks a U Septic or Holding Tank 7 L �� Dosing Chamber e/ VIL Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) ��J Plumber's Signature MP/MORtNumber Business Phone Number 0(56�tmf Z Z� ��� C 7� ��) lv��__✓� Plumber's Addr (Street, City, State, Zip Code) VIII. Coun /De artme Use Onl kpproved ❑ia, 30,c P$ mit F OV Date Issueidr Ig Age t Signature ❑ inReasnorDenial V011VQ%LCk IX. Condi#Y&T&A,%WM1Rcasons For,Disapproval c, l` ` 1. ' SWif., tank, el'f om, ri W to! 3, C' �1� � ice+ +�la- k - &tvlm � (Apews,i cell must all as 7+ar:3cemen! ric - ,li nor... $ per plan.ow 2. Al m tw* reci.Ww:!entsfut uc as per Wkw'.q cwjp! Attach to complete plans for the system and subm7rto the Uounty only on paper not less than a 1/2 x 11 mcnes in size j 1 SBD-6398 (R. 11/I1) ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer U I iQ d b ti t /dii' Mailing Address Property Address (Verification required from Planning & Zonlir g Department for new construction.) City/State ho uh/! i Wy Parcel Identification Number LEGAL DESCRIPTION Property Location S �'/, , �� �/4 , Sec. _3L, T �_N RJq W, Town of sf -%O o'? Subdivision Plat: Certified Survey Map # Volume , Page # Warranty Deed # -/ / 5/ K 7 (before 2007)Volume , Page # Spec house)gyes(o Lot lines identifiable,oyes[]no SYSTEM MAINTENANCE AND OWNER CERTIFICATION , Lot #W. 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(l) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. 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 onn are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a watr 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 pennit 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) July 29, 2018 CUST ID No. 1330832 RYAN GARY BECHEL ADVANCED ENVIRONMENTAL LLC 371 CANNON VIEW DR RED WING MN 55066 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/29/2020 SITE: Preferred Properties LLC 490 146TH Ave Town of Saint Joseph, 54025 St Croix County SE1/4, NEIA, S20, T30N, R19W Lot: 43, Subdivision: Pioneer Ridge DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 GREEN BAY W 54304-5211 Contact Through Relay http://dsps.wi.gov/programsfiindustry-services www.Wsconsin.gov Scott Walker, Governor Laura Guti6rrez, Secretary ATTN.• POWTSInspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016-7708 Identification Numbers Transaction ID No. 3132416 Site ID No. 851600 Please refer to both identification numbers, above in all correspondence with the a enc . FOR: Description: Mound System (4 Bedrooms _ New Construction) Object Type: POWTS Component Manual Regulated Object ID No.: 1787055 Maintenance required; 600 GPD Flow rate, 21 in Soil minimum depth to limiting factor from original made; System(s): Mound Component Manual - Ver. 2.0, SBD-10691-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. 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 death of 8 inch 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 roceed until it dri RYAN GARY BECHEI, Page 2 7/29/2018 • 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. • Puma Floats to be set and verified per approved plan. Any changes may result in puma 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 constructionti nstall ati on/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, Tim Vander Leest Private Sewage Plan Reviewer, Division of Industry Services (608)516-6134 , Mon- Fri, 6:00 a.m. - 3:30 p.m. tim.vanderleest@wi gov Fee Required $ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Please Include a Copy With Your Payment Submittal. WiSMART code: 7633 cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Mon-fri, 8:00 A.M. - 4:30 P.M. 44 ADVA 1 ED Property Owner: Preferred Properties Phone: Date: 07/06/18 Site Address: 490 146TH AVE SOMERSET, WI 54025 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 \ S C 0 N Page: 12 Dose Tank Page: 13 Tank Specifications �\ RYAN = BECHEL Page: 14 Mound Material Estimates - D-2263-7 RED WING - Page: 15 Soil Test = MN Page: 16 Soil Test ''., Page: 17 Soil Test Component Manuals: SBD-10691-P Mound (N.01 /01; R.10/ 12) SBD-10706-P Pressure Distribution (N.01 /01; R.10/ 12) p Designer Signature: r - Date: 7/6/2018 %AMZoIKUVIlUM AL.+nw%vn WIMM OUILuinW Q11L LwIa MAI SUBJECT TO FUTURE SPECIAL EXIST ON THE PROPERTY. TOWN BOARD APPROVAL MALL BE FOR ANY UPGRADES AND IMPROVEMENTS REQUIRED IF THE PROPOSED HOME CONSTRUCTION IS NOT LOCH' GENERALLY WITHIN THE STE LOCATION IDENTFIED. ,1 LOT 40 SEE SHEET 2 DRAINAGE ' EASEMENT 'Y" HWE - 955.5 LBO - 959.5 LOT 42 LOT 39 LOT 38 18231' 85 33. :: "•: • •: •: °';,�.: �, :. `" LBO — 932.0 • •-� • . �..•,•..;;,.•.•,' . '•'. RESTRICTED ARE �5 (SEE PROTECTIVE COVE �♦ J LC J � . LOT 43 fd LOT 4 OF 1 m IRON PIPE ELEV.— 953.8 IN v 4............................. Designer. Ryon Beshel Certified Sol Tester. P330832 Designer of Engineering Systems: D 2263-7 �� "All property Imes not ADVANCED drawn are >100ft from r. V , R %.; a ti, r r. .� system To north P.L. BM1 q O )60.00 9I_ B1 100.17 /. f 55' _ 407- 4S t0T qg Benchmark SYSTEM NOTES Septic Tank: ! Soil Boring .1200/800 gallon 2-compartment tank -Bring risers 4' above final grade -Best GF-10 Per w/ alarm -Do not route clear water sources into septic tank \° / t4'-SCH i ±20' 40 PVC \ SCH 40 PVC t / i / o° Cd~d / o C) G` o� / 100 52 l 7 o0 mow' oo o -H I 1 To south P.L. **Well to be located >50' from system components** I I I I I I I - I I Certiflsd Statwrwt: This yAw horn been dslgrhsd In ocoondanos with State and Local cods. The ad treatment am mrt i . n protected from dfahrbonas and/or cortpoctlon before and after oonstructlon. Non wraps waits (clear water sources) char not be discharged into the system. NO NMRRMtIY IS MADE TINT TM TeSIEY WILL CONTM E M FUNMM WITINMY. 9jakern r be propwly maintained. Renew your Pump Tank: -Pump needs = 28gpm @ 17DH -800 gallons -Move tank as necessary, maintain all setbacks. -Recalculate purnp Friction Loss and TDH after install j -Event counter, tme meter, or water meter recommended STA: -IM' Mound -34 absorption wdth -15' dean sand ld (ASTM C33 send) -Cut stumps flush to ground, avoid digging -Mow entire absorption area and remove clippings -Roughen absorption area to depth of 6'-8' -Divert surface water away from system -Depth to restriction = 21' -Contou = 98.00 Distribution: -Laterals to be spaced 17 from end of bed s 24' from sides - (3)1 t sch 40 pvc laterals with deanouts-use sprinkler boxes for protection -1 t header, end -fed network, J' orifices @ 3.6 sparing -Protect 15downslope absorption area from compedion during construction -Demand dose float settings per design LOCATION MAP (not to scale) Septic System Designed For: Preferred Properties Site Address: 490 146th AVE Somerset, WI 54025 PID: 030-2153-43-000 3,01 Acres Legal: Lot 43 Pioneer Ridge SE/4 NE/4 S20 R19W Town of ST Josep'- r-w.• r'_ an, 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 (gpd) 600 Septic Tank Capacity 1200 Soil Loading Rate (gpd/ft2) 0.4 Effluent Filter Manufacturer Best GF-10 Standard Effluent Quality Effluent 1 & Model Biological Oxygen Demand (BOD) 220 mg/I Pump Tank Manufacturer WIESER Total Suspended Solids (TSS) 150 mg/1 Pump Tank Capacity 800 Fats, Oils, Greases (FOG) _ 30 mg/I Pump Manufacturer Per Installer Treated Effluent Quality & Model Biological Oxygen Demand (BOD) _ - mg/I Dispersal Cell Type Mound Total Suspended Solids (TSS) - mg/I Fats, Oils, Greases (FOG) - mg// Pretreatment Unit Description na Max Effluent Particle Size in 1/8 Homeowner Management Tasks Check (listen, look) for leaks in toilets and dripping faucets. Repair leaks promptly. Regularly check for wet or spongy soil around your soil treatment area. Contact service provider if issues arise. 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 vear 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. Professional Management Tasks Effluent Screen - Check and clean per manufacturer recommendations. Liquid levels - Check sludge/scum/effluent 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 wiring for corrosion and function (if applicable) Clean drainfreld 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 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. Septic system replacement area: Protect secondary 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 filter 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 manufacturer's recommendations. START-UP & OPERATION For new construction: 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 Parcel ID: 030.2153.43.000 Site Address: 490 146TH AVE SOMERSET, WI 54025 Phone #: 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 Commercial Design Flow (data/calculations attached): [Measured NA GPD LIsnmated NA GPD Design Flow: 600 GPD Comments: 4 Bedroom Home; No home business 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 MR Effluent Filter ft Alarm: bitter Dtlrer Alarm Effluent Filter Model: Best GF-10 C. Pump Tank Code Minimum Capacity: 642 Gallons Pump Tank 2 (Code Minimum): Gallons Designer Recommended Min. Capacity: 800 Gallons Pump Tank 2 (Designer Req): Gallons Pump 28.0 GPM Total Head 16.6 ft Pump 2 GPM Total Head ft Holding Tank(s) Only: 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: 100.52 ft Benchmark Location: SEE SITE PLAN Component Manual 1: SBD-10691-P Mound (N.01 /01; R.10/12) Distribution Media: j,7pramfie(d Rock Lhpproved Product Component Manual 2: SBD-10706-P Pressure Distribution (N.01 /01; R.10/ 12 1 /2" - 1 1 /2" Aggregate SITE EVALUATION DATA Depth to Limiting Layer: 21 in 1.8 ft Soil Texture: Sandy Loam Contour Elevation: 98.00 SHLR: 0.40 GPD/ft' Elevation of Limiting Layer: 96.25 Perc Rate: MPI Minimum Required Separation: 36 in 3.0 ft Soils with -60% Rock Fragments Present? Des D- o If yes, describe % rock and layer thickness, depth of soil treatment needed per Maximum Depth of System: Mound in SPS 383.44-3 and any additional information for addressing the rock fragments Measured Land Slope: 16.0 % in this design. SOIL ORGANIC LOADING 1. Organic Loading to STA/Pretreatment Unit = Design Flow X Estimated BOD in mg/L to the effluent X 8.35 : 1,000,000 600 gpd X 220 mg/L X 8.35 1,000,000 = 1.10 lbs BOD/day a. Pretreatment Unit Information (if applicable): Not Applicable b. Organic Loading After Pretreatment (if applicable) = Design Flow X BOD to mg/L in the pretreated effluent X 8.35 e 1,000,000 - glad X mg/L X 8.35 , 1,000,000 = - lbs BOD/day 2. Organic Loading Rate to Soil Treatment Area (lbs/day/ft) Soil Treatment Bottom Area ft2 = lbs/day/ft' 1.10 lbs BOD/day s 2026.442308 ft' = 0.0005439 lbs/day/ft' Comments: i i Page 5 Mound Design Worksheet SYSTEM SIZING: Parcel ID: 030.2153.43, Design Flow: 600 GPD Soil Loading Rate: 0.40 GPD/ftz r Z Depth to Limiting Condition: 1.8 ft =' Percent Land Slope: 16 Design Media Loading Rate: 1.0 GPD/ft z DISPERSAL MEDIA SIZING Dispersal Bed Area (A x B) = Design Flow : Design Media Loading Rate 600 GPD : 1.0 GPD/ftz = 600 ftz If a larger dispersal media area is desired, enter size: ftz 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/ftz = 10.0 gal/ft Can't exceed Table 1 B. Minimum Dispersal Bed Length (B) = Dispersal Bed Area : Bed Width 600 ftz . 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 i. 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 h. vi. Total Number of Components = Components Per Row X Number of Rows x = Components Page 6 MOUND SIZING D. Fitt Depth Below Upstope Edge (D) = 3 feet - Depth to Limiting Condition (6" Min.) 3.0 ft - 1.8 ft = 1.3 ft Design Sand Lift (optional): in E. Fill Depth Below Downslope Edge (E) _ [Bed Width X Land Slope : 100] + "D" 10.0 ft X 16.0 % : 100 + 15.00 in = 34.2 in F. Distribution Celt Depth (F) = 8" + Nominal pipe size of distribution lateral (12" for approved products) 8.00 in + 1.25 in = 9.25 in (Nominat Pipe Size adjusted on Laterals sheet) G. Cover Material Depth at Cell Edges (G): 6.00 in (>_ 6" Min.) H. Cover Material Depth at Cell Center (H): 12.00 in (_ 12" Min.) I. Downslope Width (1) _ (E + F + G) x (horizontal gradient) x Downslope Correction Factor 4.12 ft x 3.00 x 1.92 = 23.77 ft Or J. Upstope Width (J) _ (D + F + G) x (horizontal gradient) x Upstope Correction Factor 2.52 ft x 3.00 ft x 0.68 ft = 5.11 ft Downslope Correction Factor: 1.92 Upstope Correction Factor: 0.68 Endslope Horizontal Gradient: 3.00 (usually 3.0 or 4.0) K. Endstope Width (K) _ [(D + E) : 2] + F + H x Endslope Horizontal Gradient 49.20 in : 2 + 9.25 in + 12.00 in : 12 x 3.0 ft = L. Mound Length (L) = Endslope Berm Width + Bed Length + Endslope Berm Width 11.5 ft + 60.0 ft + 11.5 ft = 82.9 ft W. Mound Width (W) = Downslope Berm Width + Bed Width + Upstope Berm Width 23.8 ft + 10.0 ft + 5.1 ft = 38.9 ft Verification of Minimum Required Basal Area ** Sloping, Sites = B x ( A + I) MINIMUM = 1500 ft2 60.0 ft X ( 10.0 ft + 23.8 ft) = 2026 ft2 ** Level Sites = B x W MINIMUM = - ft2 ft x - ft = ft2 ft 11.5 ftI Page 7 MOUND DIMENSIONS J I obs pipes K A i+ .—{ W L A 10.0 ft F 9.3 in J 5.1 ft B 60.0 ft G 6.0 in K 11.5 ft D 15.0 in H 12.0 in L 82.9 ft E 34.2 in 1 23.8 ft W 38.9 ft Obs. Pipes (1/10th of B) 6.0 ft Absorption Width (A+I) 33.8 ft DISTRIBUTION AREA CROSS-SECTION TOPSOIL " i L r L a rAi3k r_ 101.02 & SEED ` r w,w r v a v1— 99.25 LOAMY BACKFILL r r` t - - i..___,r_ _H!_ y w► r F ,r � • 1 1 �- A99regate � , ,.. • rr D E 1, _A�7M�'3 SAND 'y 98.00 PLOW 6"- 8" DEEP 16% PRIOR TO PLACING SAND OBSERVATION PIPE DETAIL Screw -type or Finished grade slip cap _ Topsoil cover 4" SGH 40 PVC pipe (1' min ) Top of pipe to terminate at or above finished grade ;" - ';' x 6" slots spaced 90 degrees apart Infiltration Toilet surface Flange Page 8 Pressure Distribution Design Parcel ID: 030.2153.43, Media Bed Width: 10 ft Manifold Connection Type: End Minimum Number of Laterals in system/zone ={[(Media Bed Width - 4) = 3] + 11 X # of zones (Round up) [( 10 4) : 31 + 1 = 3 1 zone(s) = 3 laterals Designer Selected # of Laterals (optionat): 3 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 5(: 1 1/4 in Select Orifice Spacing: 3.5 ft (Y rax Orifice spacing for At -grades; Select Orifice Diameter Size: 5/32 in (Orifices must be >! 6" & s 2' from cell edge) Lateral Length = (Media Bed Length - 2 Feet) : # 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 3.5 ft = 16 Spaces Orifices per Lateral = Number of Orifice Spaces + 1 16 Spaces + 1 = 17 Orifices Per Lateral (Divided by 2 for center manifold) Total Number of Orifices = Number of Orifices per Lateral x Number of Laterals 17 Orifices Per Lateral X 3 Laterals = 51 Total Orifices Recommended Orifice Density is 4-11 ftz per orifice; can't exceed 12 ft1 Orifice Density = Bed Area _ Total Number of Orifices (Does not apply to At -Grades) 600 ftz 51 Orifices = 11.8 ftz/Orifice Lateral Diameter (See Table 6): 1.25 in Minimum Average Head: 3.5 ft Orifice Discharge Rate: 0.54 GPM per Orifice (Based on Table 4) f 1 r _ -• i 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. (Divided by 2 for center manifolds) 17 Orifices Per Lateral x 0.54 GPM per Orifice = 9.1 GPM per Lateral System Flow Rate = Total Number of Orifices X Orifice Discharge Rate 51 Orifices X 0.54 GPM per Orifice = 28 GPM Distribution Piping Liquid Volume Per Foot (Table 7): 0.064 Gallons/ft Volume of Distribution Piping = [# 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 3.5 ft S 3.5 ft P/2 ft X/2 ft y 5/32 in y ..i Clsanout Detail P X 4 S Page 10 Pump Selection PUMP CAPACITY (GPM) Parcel ID: 030.2153.43.00( Distribution Method: Pressure If pumping to gravity enter the gallon per minute of the pump: GPM (10 - 45 gpm) Minimum system flow rate: 28.0 GPM Dosing method: Demand Dosing Soil Treatment TOTAL DYNAMIC HEAD (TDH) Elevation Difference: 11.75 ft 8 pant d dxharge (between pump and highest discharge point) Distribution Head Loss: 4.55 ft 5�3 Additional Head Loss: ft (due to special eqt 1pme't, et Uu IVVV Forcemain Diameter: 2.0 in h Forcemain Length: 20 ft Forcemain Friction Loss = Friction Loss in Plastic Pipe per FT of Forcemain (from Table 6:) X Forcemain Length Forcemain Friction Loss - 0.34 ft 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. 0.34 ft X 1 = 0.34 ft Elevation Difference + Distribution Head Loss + Additional Head Loss + Forcemain Friction Loss = Total Dynamic Head (TDH) 11.75 ft + 4.55 ft + ft + 0.34 ft = 16.6 ft TDH PUMP SELECTION A pump must be selected to deliver a minimum 28.0 GPM at a minimum 1 6. 6 TDH Pump Model Option 1: Goulds PE41 Performance Curve Wastewater METERS FEET ao PEsi is i I) 4 3P C-1 W 2 O 0 r)lM(S 11, P�41 Pk li P it 40 so L,-,FT 0 5 1p urwcrrY eo ro GPM so 5 m-/h Pump Model Option 2: Goulds EP05 Performance Curve west.—. ,. METERS Yr- 1p! O ; 1 fl0s w*cm Page 11 Demand Dose Pump Tank TANK CAPACITY AND DIMENSIONS Parcel ID: 030.2153.43.000 Design Flow 600 GPD Code Minimum Pump Tank Capacity: 642 Gat Designer's Minimum Capacity: 800 Gal Tank Manufacturer: WIESER Tank Model: WLP 1200/800 MR Capacity from manufacturer: 800 Gallons Important!: Dose design calculations are based on this specific tank. Substituting a different tank model may alter the pump float settings. Contact designer if changes are necessary. Gallons per inch from manufacturer: 22.2 Gallons Per Inch Liquid depth of tank from manufacturer: 36.0 inches DETERMINE DOSE VOLUME Calculate Volume to Cover Pump IThe inlet of the pump must be at least 4-inches from the bottom of the pump tank Ft 2 inches of water covering the pump is recommended) Pump and block height + 2 inches X Tank Gallons Per Inch Adding 2 inches ensures pump is covered by effluent during operation 1 8 in + 2 inches) X 22.2 Gallons Per Inch = 222 Gallons minimum Detivered Volume = 5 X Volume of Distribution Piping: (From Pressure Distribution worksheet) = 56 Gallons Iminimum dose) Maximum Pumpout Volume = Design Flow x 20% 600 GPD x 20% = 120 Gallons Imaximum dose) Select a pumpout volume that meets both Minimum and Maximum: 105 Gallons Doses Per Day = Design Flow 4 Delivered Volume 600 gpd - 105 gal = 5 Doses Per Day Drainback: Diameter of Forcemain = 2 inches Length of Forcemain = 20 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 20 ft X 0.163 gal/ft = 3.3 Gallons Total Dosing Volume = Delivered Volume + Drainback 105 gat + 3.3 gat = 108 Gallons Minimum Alarm Volume - Depth of alarm 12 or 3 inches) X gallons per inch of tank '3 inch alarm depth recommended to prevent 3 in X 22.2 gat/in = 66.7 Gallons turbulence resulting mirwessary pump cycling FLOAT SETTINGS Float Separation Distance for Dose: Total Dosing Volume i Gallons Per Inch 108 gal- 22.2 gal/in = 4.9 Inches Float Distance Settings (measured from bottom of tank): Distance to set Pump Off Float = Pump + block height , 2 inches 8 in + 2 in 10.0 Inches Reserve Cop. 18.1 in A 403.3 Distance to set Pump On Float = Distance to Set Pump -Off Float + Dose Separation Distance Alarm Depth 17.9 in B 44.7 10 in 4.9 in = 14.9 Inches Pump On Depth 14.9 in C { � 108.3 Distance to set Alarm Float = Distance to set Pump -On Float + Alarm Depth Pump Off Depth 10.0 in D 222.4 15 in + 3.0 in = 17.9 Inches Page 12 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 10 • Quick disconnect (Cam -Lock) reachable from final grade (24 inches max) required for pump installations • If forcemain will have a "J-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.) Watertight control) box with separate \ 98.00 pump and alarm circuits \ 91.50 } E - \ I j { - I1%Minimum Slope ,1 � • L - _ - - I'C��I 41 11�ocy�e r +/ 20 I's\ 88.00 -�=-- -- 4" Pump Block ,- 4" `_AS -A-SEAL - Fq TEP GR HA•-FI 510E VIE,W TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS Sleeve 2" SCH 40 forcemam in 4" SCH 40 pipe across tank excavation to prevent pipe settling \ Cam Lock Float Tree: �\ Install floats separately from pump on a 1.5" or 2" PVC pipe Weep Hole WLP 1200/800— M R TANK SPECIFICATIONS DIMENSIONS. WALL 3" BOTTOM 3" COVER 6" MANHOLE 24" ID. PRECAST CONCRETE RISER HEIGHT 53" OD LENGTH: 164" O.D. WIDTH. 96" O.D. BELOW .NLET: 41" OD. t" CAS1-n-}AL I+QUID LFVFL- 36" WEIGHT. BOTTOM 12.000 CBS COVER 8.170 LBS INLF' AND OUTL E- 4" CAST -A-SEAL BOOT OR EQUAL GASKET. CAST -A -SEAL B007 OR EQUAL INLET AND OU`LET BAFFLE AND FILTER WISCONSIN, SEE DETAIL N1C (OT-+£R STATES SEE CHART) LIQUID CAPACITY: 33.46 GAL/IN (SEPTIC) 2224 GAL/IN (P,1Mo) LOADING DESIGN. 8' 0 UNSATURATED SO4 ,E N' OUTI E PAD TANK CAN BE USED AS SEPTIC/SEPTIC, SEPTIC/PJMP OR SEPTIC/ SIPHON COVER. MIX DESIGN N8 (NO FIBER) TANK- MIX DESIGN /9 (SMALL F'tBER) CUSTOMIZED TANKS. ;OR CUSTOM TANKS CONTACT WIESER CONCRETE 14ME a I 7 z 0 c v N DRAWINGS SUBMITTED FOR APPROVAL /OF Page 13 Mound Materials Estimate Parcel ID: 030.2153.43.000 A. Rock Volume: (Rock Below Pipe + Rock to cover pipe (pipe dia t ) inch)) X Bed Length X Bed Width = Volume (ft') 6 in + 3 m) - 12 X 60.0 ft X 10.0 ft = 450.0 ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 450.0 ft3 _ 27 = 16.7 yd3 Add 20% for constructability: 16.7 yd3 X 1.2 = 20.0 yd3 For systems using Approved Products: Volume = Product Height X Bed Length x Bed Width Approved Product: k 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 2.1 ft X 10.0 ft X 60.0 ft = 1230.0 ft3 Upslope Volume: (Upslope Sand Height x Upslope width x Bed Length) - 2 = cubic feet (( 1.3 ft -1) X 5.1 X 60.0 )_2= 191.6 ft' Downslope Volume: (Downslope Sand Height x Downslope Absorption Width x Bed Length) _ 2 = cubic feet (( 2.9 ft - 1) X 23.8 ft X 60.0 ) + 2 = 2032.7 ft3 Endslope Volume: Downslope Sand Height x 3 x Bed Width = cubic feet ( 2.9 ft - 1 1 X 3.0 ft X 10.0 ft = 85.5 ft3 Total Clean Sand Volume: Upslope Volume + Downslope Volume + Endslope Volume + Volume Under Bed 191.6 ft; + 2032.7 ft' + 85.5 ft3 + 1230.0 ft3 = 3539.8 ft' Divide ft3 by 27 f0yd3 to calculate cubic yards: 3539.8 ft3 - 27 = 131.1 yd3 Add 20% for constructability: 131.1 yd3 X 1.2 = 157.3 yd3 C. Loam Cover Material Volume: Total Berm Volume (approx) : ((Avg. Mound Height - 0.5 ft topsoil) x Mound Width x Mound Length) - 2 = cubic feet ( 3.8 0.5 )ft X 38.9 ft X 82.9 ) - 2 = 5353.9 ft3 Total Mound Volume - Clean Sand volume -Rock Volume = cubic feet 5353.9 ft3 - 3539.8 ft3 _ 450.0 ft3 = 1364.1 ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 1364.1 ft3 -. 27 = 50.5 yd3 Add 20% for constructability: 50.5 yd= x 1.2 = 60.6 yd3 D. Topsoil Volume: Total Mound Width X Total Mound Length X. 5 ft 38.9 ft X 82.9 ft X 0.5 ft = 1612.2 ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 1612.2 ft3 _ 27 = 59.7 yd3 Add 20% for constructability: 59.7 yd' x 1.2 = 71.7 yd' "For rough estimation purposes only. Final material estimates should be calculated by the plumber/installer" Page 14 +d 0 Certificate of Survey for: yin T''.LL'Ub L' TN TTT TTT T1I"'n0 TATf't 490 - 1d Denotes Emergency Denotes Existing Hyd Denotes Existing Elec Denotes Existing Tole Denotes Existing Tale Denotes Existing Ugh Denotes Existing Son Denotes ExIating Curl .,...y. x 000.o Denotes Existing Elevation Denotes Proposed Elevation —�— Denotes Direction of Drainage Denotes Drainage ac Utility Easement (per recorded plat) —a-- Denotes Iron Monument Located In the NW 114 of Sec. 20, Twp. 30, Rge, 19 LEGAL DESCRIPTION: Lot 43, PIONEER RIDGE, St. Croix County, Wisconsin Bearings shown are assumed NOTES: 1. At the time of this survey, no grading plan was pro -Jed or GRAPHIC SCALE available far revlew. field adjust proposed elevations 0 30 60 120 Minimum Lowest now Elevation: 000.0 if necessary. --� PROPOSED SUiIDNG ELEVATIONS 2' Contractor must ,f sewer depth. 3. Driveways shown arerefor graphic purposes only. Flnal driveway (IN FEET) Lowest Floor Elevation: OMO design and location to be determined by owner/builder. (llxl7 sheet) Top of Foundation Elevation: 000.0 4. All building foundation dimensions shown on th;s surrey include exterior foundation insulation widths, if applicable 1572 7103.003 MEP Garage Stab Elevation (at door). 000.0 Refer to Mal building plans for foundation details. )McCain I hereby certify to preferred Builders. Inc. that this survey. plan or report was prepared by me or under my direct supeMeiaaCarlson 7and that I am a dulylicensed land surveyornder the laws of the State of Wisconsin.ylDated this XXXX day of May, 2018. 5!gned: cCa� Inc. ENVIRONMENTAL - ENGINEERING - SURVEYING L 3890 Pheasant Ridge Drive NE, R By Sulte 100, Blaine, MN 55449 P L Thomas R. BWluff, LS, Rey. No. S-2859 Phone: 763489-7900 Fax: 763489-7959 Peter J. Slomquist, LS. Reg. No. S-3086-8 Rear Elevation S.M. 1/4'-r-O' Left Elevation Elevations Scala 1,4'.r-O' _ _ _34_ ,1 i I i �l II Foundation Plan __ _-Home DeSigpj - All D - S Spv t M t w' D r4 WI W tl Do C P ^V n+ �CMs1 ib f MY Strbcluras •J,mn 7MN PNna wan bawl bll R.Naw ilV+na pSiVn Scale: 1'4'-I'-0' - +{ tl. a.. n t r r w + n t Nan a a,a Py,. 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P. i I +---T-D• ----; t''7-i-r-e-+-7e•- '3• i +-- rw r?"--j �... —.4 - fi--ra vr---+------r-I sa• / _-- --- •10 ---- t ___.-y. ----Tom'----+ ---__--- -- Is.T_ ---.--i�-_?+_..._ - _.. -- - -)r-- ---- - 1 r; r r� Main Floor Plan aJl O,m.n Aor¢ Sues Spec H - Mats M1Nt Balls Wl,xl.ws a„J Dowa Ce.pr>enop - I C-4—H bn of A y 5huetunz 5nox+. on Hru rTMM Rana rwn 6'aaYn b. rr.ar Homo 0.51pn Scale ii 4•a1,-O, maaaa Ha>Jera m.«,a >�a r«,e..pa •,„ m«a pl:a.a « an„�n�nF„+- m„a+ nnH.,a. J e,e Py«a « ♦na\rmems meat aaKr. 1n S. >nJ trom plena, are,e S ana npY 1— ".r.rtra 1 PREFERRED v.nn.J lv r*• h rnJ n�ls.. +na o..rw..,. s.ppbe, oa•«.. ,,.. now �•um: H.Nay. Hox,e boc>I rasa aayW..men1. anJ nauat b. e.xla,>.J awi.n NO rgHOOletbn cop.a em Vm1ad bb b+. appropnal. 13 Nr g Ofzw J wE11ou1 vRlnm conatlll p/ Rehrt.0 B1alE.la tic. '� _I Nvisconsin SOIL EV I Department of Commerce in accordance ith Division of Safety and Buildings Attach complete site plan on paper not less than 8% x 11 inche�in' include, but not limited to: vertical and horizontal reference point (BM), percent slope, scale or dimensions, north arrow, and location and dista Please print ll int EORV E Personal information you provide may be u for secondary purposes (Privacy ATION REPORT #1433 m 85, Wis. Adm. Code Page 1 of 3 Schmitt Soil Testing, Inc. Pla us County St. Croix ection nea road. Parcell.D. 3,0_ P5 3 —43 Rev' By Date s. 15-04 (1) (m)). Golden Harvest Capital, LLC ovt. Lot SE1/4, NE1/4, S20, T30N, R19W Property Owner's Mailing Address ST. CROIX COUNTY L t # Block # Subd- Name or CSM# 14906 Blakeney Road 43 Pioneer Ridge cityState Zip Code Phone Number P City P Village ;Town Nearest Road Eden Prairie MN 55347 (612)202-3234 St.Joseph 50Th St. New Construction Use: Z Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement El Public or commercial - Describe: Parent material Glacial till Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a mound system. System elevation is 100.77' based off of contour line established at 99.52'. Slope is16%. Boring # Boring Pit Ground surface elev. 100.17 ft- Depth to limiting factor 21 '� in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. ConsistenCE Boundary Roots GPD/ft' *Eff#1 *Eff#2 1 0-9 10yr3/4 none sl 3fsbk mfr as 2m,2f .6 1.0 2 9-21 7.5yr5/6 none sl 2msbk mfr gw if .6 1.0 3 21-27 7.5yr5/4 cld 7.5yr6/8 7.5yr6/2 c2d 7.5yr6/6 7.5yr6/2- sl Sid imsbk imsbk mfr mfi g w gw ------ ---- .4 2 .7 3 4 27-38 ---- 5yr4/4 - - 5 38-68 5yr4/6 -- c2d 10yr6/6 10yr6/2 scl - Om mfi --- ------ 0.0 0.0 Fil Boring # -� Boring Pit Ground surface elev. 100.17 ft. Depth to limiting factor 22 in. ISoil Application Rate Horizon Depth in- Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistenc Boundary Roots GPD/ft' *Eff#1 *Eff#2 1 0-9 10yr3/3 none I 2msbk mfr as 2m,2f .6 .8 2 9-17 7.5yr4/6 none grsl 2msbk mfr gw 1f .6 1.0 3 17-22 7.5yr5/6 none fsl 2msbk mfr gw 1f .4 .8 4 22-56 10yr5/6 m2d 10yr6/8 10yr6/2 sl lmsbk mfr gw -- 4 2 5 56-84 10yr5/4 none grlcos imsbk mvfr --- ------ .7 1.6 doesn't meet 2' rule for redox features ` Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: .iJ CST Number Thomas J. Schmitt °"'s�._ 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 7/27/2006 715-247-2941 $BD-8330 (R.07/00) Property Owner Golden Harvest Capital, LLC Parcel ID # 4 Page 2 of _ 3 fl Boring Boring # Pit Ground surface elev. 95.70 ft. Depth to limiting factor 22 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 __ *Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-8 10yr4/3 none sl sl 2fsbk 2msbk mfr as 2f .6 1.0 1.0 2 8-17 17-22 22-26 10yr4/6 none none mfr gw 1f .6 3 5yr4/4 10yr5/4 sicl 3fsbk mfr gw gw if .4 .6 4 c2d 10yr6/6 sl lmsbk mfr ------ .4 .7 - 10yr4/6 - 10yr6/2 m2d 7.5yr6/8 7.5Yr6/2 sl 5 ---- 26-35 lmsbk mfr ! gw ------ .4 .7 6 35-44 5yr4/4 m2d 7.5yr6/6 7.5yr6/2 sicl -- scl 2msbk mfr gw ------ - .4 .6 7 44-72 5yr4/6 - m2d /6 lmsbk --� - mfi .2 3 ' 7r6/2 F-1 Boring # i Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistences Boundary Roots GPD/ft2 *Eff#1 *Eff#2 F-1 Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' *Eff#1 *Eff#2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5. 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R 07/00) Schmitt Soil Testing, Inc. Page of .3 Conducted by: Conducted For: -Schmitt Soil Testing Inc. Name: Thomas J. Schmitt, CST 227429 Address: 1595 72nd St. City, State, Zip: New Richmond, WI.54017 Golden Harvest Capital, LLC 1440 Arcade St N St. Paul, MN. 55106 Phone: 715-247-2941; SubdName: Pioneer Ridge _ Lot No_. V 3 ,7 Legal Description: fZ�1/4 NEI/4 S20 T30N RI S Backhoe pit ( Township, County: St. Joseph, St Croix - Bench Mark EL 100.00' Top of 2" pvc pipe © Alternate Bench Mark EL %G' - Sol Top of 2" pvc pipe Slope= Contour Line EL 9, 5 :� Scale 1" = 40' 16 `zr f Contour Line Length EyV ' 4bt Aq� This Soil and Site Evaluation was covVIMd to fullaii a zoning .equaaneaL It mayor may not be in a uu �5 6` sed S7i Wisconsin Department of Safety and Professional Services Division of Industry Services Page 1 of 2 SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Personal information you orovide mav be used for secondary ourposes Privac Law s. 15.04 1 m . County ST Croix Parcel I.D. 030-2153-43-000 Reviewed by Date Property Owner Property Location: Preferred Properties LLC Govt. Lot: SE % NE 'Y4 S 20 T 30 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 490 146th AVE (site) 34 Pioneer Ridge City State Zip Code Phone Number ❑ City ❑ Village ❑■ Town Nearest Road Somerset IWI 154025 I 1 I STJoseph 1146th AVE Q New Construction Use: ❑■ Residential/ Numberof bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Glacial Till Floodplain elevation if applicable NA ft. General comments and recommendations: Recommend minimum 15" sand -lift POWTS mound on 98.00 contour with 0.4gpd/ft2 loading rate. LF = 21" (Extra Boring for Lot 43 Pioneer Ridge to allow mound system to be slide east along the contour as needed) 1� Boring # ❑E Boring ❑ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 22 in. Cnil Gnnlirntinn Pnta Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz 'Eff#1 'Eff#2 1 0-9 10YR 3/4 sl 3fsbk mfr cs 2f-vf 0.6 1.0 2 9-22 7.5YR 4/4 sl 2msbk mfr gw 1 f-vf 0.6 1.0 3 22+ 7.5 YR 5/4 m2d 7.5YR 5/8 fsl 1 fsbk mfr gw 0.2 0.6 & 7.5YR 5/2 F-1 Boring # Horizon ❑ Boring ❑ Pit Ground surface elev Depth Dominant Color Redox Description Texture In. I Munsell Qu. Az. Cont. Color Effluent #1 = BOD, > 30 :5 22C CST Name (Please Print) Ryan Bechel Address 371 Cannon View DR, Red Wing, MN 55066 and TSS > 30 s 150 Signature „�a� n Conducted Date Eva 06/19/19 ft. Depth to limiting factor_ 617 sl tell Structu r Gr Sz. 0jLW �9%A in. -)n Rate 2 Eff#2 .you-d330 (R04/15) esigner: Ryan Bechel •All roe lines not ♦ SYSTEM NOTES ertified Soil Tester: #1330832 ADVANCEDproperty Q Benchmark JN drawn are >100ft from Septic Tank: esigner of Engineering Systems: D 2263-7 - - system A!!� Soil Boring 4S �pT4q P-Z Grade at marked 1" PVC Pipe B Pump Tank: To north P.L. B40 100.00 fir 1 .00 / BM1 g O 00.00 / new boring L / / B1 / 10 0. 17 ° tom— ±55' bottom of si ing S 9/.70 / / house NE co er BM4 Ail 103.88 / � d / /,i 100.11 / \ o ti oo BM L o °j oo O 100.52 to mow' o0 00 o Y o'� � yl 0 1 21 0 1 rV 1 + 1 1 I To south P.L. **Well to be located 1 >50' from system components** I I 6 I I I I I - I I I I Certified Statement This system has been designed in occordance with State and Kcal codes. The soil treatment area must remain protected from disturbance and/or cornpoction before and after construction. Non STA: -System Is designed as a 10k60' Mound -Depth to restriction = 21' -Contour = 98.00 "Soil boring (B4) and benchmarks (BM31BM4) added to allow mound to slide east along the contour as needed" Distribution: -System will require pressure dlstnbubon LOCATION MAP (not to scale) Septic System Designed For: Preferred Properties Site Address: 490 146th AVE Somerset, WI 54025 PID: 030-2153-43-000 3.01 Acres Legal: Lot 43 Pioneer Ridge SE/4 NE/4 S20 R19W T30I` Town of ST Joseph