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020-1057-60-200
sconsm Department of Commerce afety and Building Division PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes (Privacy Law, sT 5M4 (1)(ni TANK INFORMATION �.—�� ELEVATION DATA TYPE MANUFACT ER Q i K. CAPACITY Septic 7 '0, 0ricr- F#ram' IS85 Dosing / c owtlk Pv 3.5 A tr pp_� &-,5 4 L� i-- l o Holding TANK SETBACK INFORMATION L'>6 L—S ,r-(1"arnS(. TANK TO w 1 WELL BLDG Vent to An Intake ROAD Septic 7 ZS' 35, 1 Dosing 2-5 3� I ! Z ` pp Z v Aeration Holding i PUMP/SIPHON INFORMATION Manufacturer / ZoP)&f GPM Demand ciG; Model Number 151 `r /� TDH 1- Friction Loss• 01� System Head TDIj r Ft Forcemain Length , Dia. „ Dist to Well O , SOIL ABSORPTION SYSTEM County St. Croix Sanitary Penns No 631215 State Plan ID No: Parcel Tax No. 020-1057-60-200 Section/Town/Range/Map No 22.29.19.216C STATION BS HI FS ELEV. Benchmark Alt. BM - }ram Ce K� Ll 7 (oo. z5 Bldg. Sewer SVHt Inlet • �5 95• 8 SVHt Outlet Dt Inlet Dt Bottom I Z. L 9Z. 35 Header/Man. 7. O 1`7• 9s Dist Pipe 1 aw4v iN�t 'T' TZ -1 • 6 •4 6, 05 Bot. System Z'1 8. 5 7, 05 Final Grade St Cover rt'J�kr- y, 7 /,�b, zs 1 14.731 22 Z-7 +2-7 CI+. , lie,a BEDrTRENCH DIMENSIONS Width Length No Of Trenches PIT DIMENSIONS No f I SETBACK SYSTEM TO P/L IJIBLDG WELL LAKE/STREAM LEACHING Manufacturer. -t-N INFORMATION CHAMBER OR UNIT -+ T r-Yarfar Type Of System- 1z-` Z-8� t 52 Model Number ^��t �h �rroxl DISTRIBUTION SYSTEM Header/Manifold it, Length Dia DistnbuGon Pipes)) Length Dia Spacing Ix Hole Spacing Vent to Air Intake n r V LC SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Only Depth Over Bed/Trench Center I _ t � Depth Over ` J Bed[rrench Edges ) Z xz Depth of Topsoil xx Seeded/Sodded m Mulched Yes r:] Na COMMENTS: (Include code discrepencies, persons present, etc.) Inspe�cttiioon, #1: Inspection #2: D Location: 876 GLINTS T//RL // iop So,' n-v" `�/S� 7�' • pdr�Y�q 1.) Alt BM Description = rl I �T (ZVCf 2 It U';t /NOA5 d- 'TY (nl�q- � of M/�e AD -Gt CCJ roV k 2.) Bldg sewer length = 8 , � w- .o^(- C _ . Yam, r"cJS•✓ -amount of cover yW 1 U 1� %tikW I L•� o Cowr ptr P1✓n ncG LLL � Plan revision Required? Yes X No G 2 �I � Use other side for additional mformat J J_ SBD-6710 (R 3197) Date Insepctot's Signature Can No -5 0(jR0 — Industry Services Division County "I P Q E C 292D20 1400 E Washington Ave Sanitary Permit Number (to be filled in by Co.) t\ 1 8+ R I on, VVI x 7162 Madison, WI 5 -7182 � 3 1 2-� s arutary ermlt ppii uti State Transaction Number In accordance with SPS 383 21(2), W h. Adm. Code, submission ofthis form to the appro emmenta �- is required prior to obtaining a sanitary permit. No@: Applicahon forms for state-owned POWTS tted to Projgct AQdress (if different than mailing edttret9) the Department of Safety and Professional Servias. Personal information you provide may be used for secti purposes in accordance with the Pni Law, s 15.134(1 Xmi Stats. 1. Application -Information - Please Print All Inflirmation Owner's New N Parcel i9 .art O20-LCS'1—�b-ZlC) Property Owner, ailing Address Iqt ls'YDAAwk S� Property Location Z2.29.IQ,Z[�G Gov: Lot !� v« ,� y S�im Ciry tare Zip Code Phone Number �,�v�� I j 5`iD s 1 - �S 2��' ��--. - ^nZZ T 2"1 N: R if, Eol'4y1 111. Type of Building (check all that apply) ✓ Lot B - Subdivision Name ql I or 2 Family Dwelling - Number of Bedroom I l Block 4 ❑ PubliciCommercial - Describe Use ❑ City of ❑ State Owned -Describe Use ❑ village of CSM Number .$ o31 ZON� Y I ^ — 2 i ' �� YTovm of �5 ill. Type of Permit: (Check only one box on line A. Complete tine B itappl7icilbile) A. "System " S y ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision hang ❑ C eofPlumber ❑Permit Transfer to New List Previous Permit Number and Date Issued before Bxpnauon owrim TV. Type of POWTS S stem/Com onent(Device: Check efl that q o L) Non•Preasurized ln•Gro d9round ❑At -Grade ❑ Mound > 24 in of suitable soil 01 Mound< 24 in of suitable soil ❑ Holding Tank ❑ Odw Dispersal Component (sorpli ❑ Pretreatment Device (explain) V. Db rsal/Treatment Area Information: Design Flow (gpd) Design Soil Application Re f) Diapenat Arco Raqu{red (sr) Dispersal Ar P po (ar) system Elavatwn CA 96.5 y3 / 9 0 . v c VI. Took Info Capeciry in Gallons Total CW10112 a of Unix Manufacturer { }- & F- LO •� New Tanks Existing Tanks q t+ Septic or Holding Tank Doln;(awnber i 1 I I.Ji,'f-� VII. Paposurbillity Statement- 1, the undersigned, assume =0ri for Installation of the P43WTS shown an the gttaehed legs. Plumber's Name (Print) Plumber's tuber Business Phone Number JDhn �<< � 23(3�14P 71S.1n�2.S2(o Plumber's Address ($test, City, State, Zip Code) ' Ne2a? S+AkL F{,,A-i 25 -t'U VIII. County/Department Use Onl Permit Fee XI Approved ❑ Disapproved S Da e 1 ued 1 �/❑ Z• I lasumg Agenyyy$$$Ignatu e Owner Given Reason for Denial SQCJ • o o ! IX. Conditions of Approval/Rassons for Disapproval SI�x1 lhi o))Lt Z SYSTEMOWNER 3 5 S�Wv t Sept-ctank ,effluent f1terand - R6K5 `fV%4," oispe-s.;I ee!I must 6e serviced / maintained it-e�(4Ltfw.vsT- A1Kq 5�, k'/{�rt�trvcd , lnent plan provided by plumber 2 rc,n mite to etinrgRN )rYW trlYtrMays it submit to the County only on paper not Iwo than a In, I I huhe, In she ._,', {y.i.,..�,, o: ord in..111-a, 5 �nS�ll4r rwvsf pl`vOlf�( 5�lI{cwr k'lu;vi�(fnanGt SBD-6399(R0313) ae�a�lew '�° fiOro Pril✓ Bwr.?,- Deagrta' Ryon thdld Calwad Sui Tesler.—111500001 drawn am >100Ufrom �� ADVANCED "Allpropany lineanot Benchmark SYSTEM NOTES Septic Tank: Designer of Engineering Systems: D 2263-7 h E N V I R o ItMEN a A t system V Soil Boring .Wlgser-WLP 15BES50-MR combo tank - -Bnng risers 4"above final grade -Best GF-10 filler wl alarm — _ — — — _ — — — 1 1 Y Y 1 ICICOPY �JpfC A P/L `t P/L P/L P/L r n ■ Pump Tank: -Pump needs=IOTOH -950 gallons Rrtenkesnecessary; maintain all aces �lececalcukle Dui Fiction loss am TDH TOH after mslatl 41 -Evenl counter, tlme mekc or water meter recommended ` / w to be located >50f� / STA: -l�ground'mn,otonal•P0WT5 wdh 0.7gp(Vf load rate 42) 1Winfi1mbr gsik.4-STO parches (::**Wes" ystem components* � -T1= BB 50 contour, 97.00 stil esudate -T2=99.00 contour, 96.50 mfilbatve surface BMl — 100.00 / "Insurer may ails mdMdual bench lengths art¢rock, Tonail in 10" hat p / LV din 0n66L ng.362 inMnm O'17d edl if Pt et benh) Installed End system drlo ones net rueed 74 od 1abov ads a / AmmallbuIdrvlAoll andp,pel^ln6womidCk6 •• -Depth te 2sNcton =>110' lament of abssrvalsrrs) ti• #y B \ Buried / I I electric v" / to east P.L. Uisrribudon: senal distribution _ � I New SBR Home / -0• h4oPvcrrsDRasheaeer 4'sc 40 0PVdlor --------- —`/ — —LOCATION MAP (Pat to .ca .) \ sc Garage Driveway / --- \ — ----------------- / — —` US HwY 12 SITE 2 F4 N (2) MY In (ator — — — — — -- —\ Quik-4+ STD trendies \ — \ t30' 4" ----------- Current grade � I ' sch 40 PVC 103.50 Ln M ,[ 00 \ B1 Existing Shed '•. 98.90 \ -- -- -- 9900 BM2 = 104.65 PREPARED FOR: 919 Bottom siding --------- Ryan Nickolaus shed NW corner00 Site Address: vd l/d vd vd l/d Vd 667 pints TRL Hudson, WI 54016 SCALE PID: 020-1057-60-200 2,63 Acres 20' 0' 40' Legal: Lot 09 CSM 12-3462 S22 T29N R19W csHCled Blahs irda ilia eyidem has bean designed ark seeluetad In oo=%kmae who State and Local coda The sdl treAnwR am most retrain protected tram disturbance and/ar compaction belays and aRer mMarnu9an NO VRVb1Y 6 MADE TEST THIS SYSTUA 11111 COWME M FUNCTION INDfF1N1112Y. Sywamr must be propeM maintained. RWn your system's management plan for kdorrm0an an proper oars ok rrr ilin". m. Town of Hudson Scale: 1"= 40' Date: 12/16/20 F ADVANCED Property Owner: Ryan Nickolaus Site Address: 867 Glints Trail, Hudson, WI 54016 INDEX Page: 2 Site Plan Page: 3 Management Plan Page: 4 Management Plan Page: 5 System Design Summary Page: 6 In -Ground Conventional Trench Design Page: 7 In -Ground Conventional Trench Design Page: 8 In -Ground Conventional Trench Design Page: 9 Pump Design Page: 10 Pump Tank Specifications Page: 11 Tank Cross -sections Page: 12 Soil Test Page: 13 Soil Test ,.�`�`�\5 RYAN G. * �% = BECHEI = Page: 14 Soil Test = D-2263-7 RED WING = Page: 15 MN Page: 16 S 1 G NF Page: 17 Component Manuals: SBD-10705-P In -Ground Soil Absorption (N.01101; R.10112) Designer Signature: Date: 12/21/2020 Designer. Ryan Becind Certified Soil Tester. SP-111500001 Designer of Engineering Systems: D 2263-7 BMl 100.00 Top nail in 10- hard wood V abov - de B2 �99.25 \ O Z � (2) 110" In it ator Quik-4+ STD trenches \ 81 9890 .\�� �_ . ADVANCED 'All property lines not O Benchmark 4 SYSfENI NOTES drawn are>100ft from Septic Tank: system tj Soil Boring i-Wieser WLP 15851950-MR combo.am _ --Bring users 4'above final grade u ` A /v -Best GF-10 filter wd alarm us+ y 12 — — — — — — — — — P2 Pump look: -Pump need's =10T0H <. .950 gallons kbve ank as recessar, -antan a0 sett= -Racaculale pimp Factor' cis am TDh after milli -Event counter, tore meter, or wafer rear recommended STA: -Ingrountl "uonvanGowl' POVVTS wean 0 7gpolid load ,a:e i C**WesllVto be located >50ft� i21119'Inlnrrvenbm-0. QVVTS a,aa stem cam OnentS* 3250rrmur 9700ndVrtaevesudace p -T2=99(p)mmour 9650 mfilbaove surface -- .1rdillar, ray aft, mimed.col tear 1prghs am eenr r air.: star_.. i. 1111 i � r-an 1 210 r, ed l., f365' Iuanarau drq +Hr nopc rlre zt,msrr,., ---__ /-DepNb rslnchon->r10'exlent ofabsarvaeans I Buried I New SBR Home electric to east P. L. ------------------ I Garage Driveway I - - - - - _j--------------- / - ---------- t30' 4' � - " Current grade � I -- , sch 40 PVC a 103.50 Existing Shed Distribution: Grady spiral d¢t0rati, X scr 40 PVC o, SOR35 teaser LOCATION MAP (rat W wale) P' SITE N j \ y900 BM2 = 104.65 / I eaePnneDaoR: Bottom siding -/ - - - - - --1 Ryan Nickolaus 990 shed NW corner 9Re Address: — vd l/d O Val l/d T/d Vd 867 Gmts TRL Hudson, WI 54016 SCALL pap, p20-1D51,11-211 2.63 Acres 20r I Legal: Lot 09 CSM 12-3462 0. 40' S22 T29N R19W Certiona Stdoorn k TNe yn. hov berm dseigred are wduote0 In acoordsrca title states and attar cod. lhs sir 4eaW+nt airs must rwwln patwfed from drorurtarm and/a wrrp Min be/ora oM Town of Hudson to Y;rldYVd3tt 6 IA>DE TINT 11415 SISMA w1LL CDNIINUE TO FUNCRON INDEEINIIELY. ai'stRn must to properly malntained. Ref" your winters rouropcord plan for Information on proper core are $Cale 1"= 90' Date 12/16/20 �I 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. No, 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 Flow (gpd) Soil Loading Rate (gpd/W Standard Effluent Quality Effluent 1 Biological Oxygen Demand (BOD) 220 mg/1 Total Suspended Solids (TSS) 150 mg/1 Fats, Oils, Greases (FOG) 30 mg/t Treated Effluent Quality _ _ Biological Oxygen Demand (BOD) • mg/l Total Suspended Solids (TSS) Fats, Oils, Greases (FOG) - mg/I Max Effluent Particle Size (in) 118 5 Septic Tank Manufacturer Wieser Septic Tank Capacity 1585 Effluent Filter Manufacturer Best GF-10 & Model Pump Tank Manufacturer Wieser Pump Tank Capacity 950 Pump Manufacturer Per Installer $ Model Dispersal Cell Type Non -Pressurized Conventional Pretreatment Unit Description NA 750 0.7 - . Repair leaks promptly Regularly check for wet or spongy sod around your soil treatment area Contact service provider if issues arise. Control burrowing animals (gophers, groundhogs, etc.) Keep bikes, vehicles, snowmobiles and other traffic off treatment area. Alarms - Contact your service professional ff 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 Der 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 system replacement area: per Liquid levels - Check sludge/scum/effluent levels in all system tanks Recommend if tank(s) should be pumped. Pump alt 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 drainfield 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 action to be taken. econdary system site from traffic, compaction, etc MAINTENANCE INSTRUCTIONS Inspections of tans and dispersalcells shall e made by an appropnate y icense individual or usiness. an 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 unsoundldefective access openings must be replaced immediately. The dispersal coll(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any pending of effluent on the ground surface. Pending 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 fitter 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 flaws 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 andlor 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 components all 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 wastewater or discharges wastewater to the ground surface, it shall be repaired or replaced by; increasing basal area (d toe leakage occurs), rebuilding the component at the secondary system site, or removing and replacing biologically clogged absorption and dispersal media and associated piping. ABANDONMENT If the septic system fails and/or is permanently taken out of service, the system shall be abandoned according to apprcv 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. System Design Summary Property Owner/Client Ryan Nickolaus Parcel ID: 020-1057-60-200 Site Address: 967 Chits Trail, Hudson, 1VI 54016 DESIGN FLOW, WASTE STRENGTH, TANKS A. Type of Wastewater: Residential Treatment Level: Effluent 1 Residential Design Flow - d of Bedrooms 5 X 100 GPD X 150% = 750 GPD Commercual Design Flow (data/calculations attached), ❑Ned>maC GPD ❑ En nowt GPD Deslgn Flow: 750 GPD Comments: New 5BR home; No home business; No sewage ejector/grinder B. Septic Tanktsi: Minimum Capacity = Design Flaw X 2, 098 Wastewater received by. Gravity Code M rruium Septic Tarn Capacity 1567 Galhws. in 1 Tar xs ; Compartment s) Designer Recommended Tank Madefs,: Wieser WLP1585/95DMR Effluent Filter a Alarm: p Fit, p idtc Varm Effluent Filter Moeel: Best GF-10 C. Pump Tank Code Minimum Capacity: 772 Gallons Pump Tank (Code Minimum). NA Gallons Designer Recommended Min. Capacity. 950 Gallons Pump Tank 2lDesrgner Req). NA Gallons Pump 30 0 GPM Total Head 8.2 it Pump 2 NA GPM Total Head NA ft Holding Tank Only: ❑ Minimum Capacity: Residential - 2000 gallons, or 5x estimated daily wastewater flow; whichever is greater Mountain Code Required Capacity Gallons, in Tanks Holding Tank High Level Alarm Type: Designer Recommended Capacity. Gallons, in Tanks DISTRIBUTION AREA Soil Treatment Area Type' Non -Pressurized Conventional Distribution Type: Gravity Distribution Benchmark 1 Elevation. 100.00 ft Benchmark Location. SEE SITE PLAN Component Manual 1: SRO-10705-P In -Ground Soil Absorption (N.01101; RAC Distribution Media: ❑ Drainlldd R«k G1 APPmmd Pridurt Component Manual 2: Infiltrator Qoik-4 « STD SITE EVALUATION DATA Depth to Limning Layer 110 of 9.2 it Soil Texture: Sand Contour Elevation. 100.00 SHLR: 0.70 GPD/ft' Elevation of Limiting Layer, 90.83 Perc Rate: - MPI Minunum Required 5eparatiou 36 in 3.0 it Souls with>b0% Rock Fragments Present' ❑ras ❑Ni, Maximum Depth of System 74 In If yes, describe X rock and layer thickness, depth of sail treatment needed per SPS 383.44-3 and any additional information for addressing the rock fragments Measured Land Slope: 4.0 X in this design. SOIL ORGANIC LOADING RATE 1. Organic Lmdrng to STA/Pretreatment Unit = Design Flaw X Estimated SOD in mg/L in;he eft vent X 8 34 = 1,000,000 750 gpo Y 220 rig X 8.34 r 1,000,000 = 1.35 Ibs 801)/day a. Pretreatment Unit Inlonnation Uf applicable). Not Applicable b. Organic Loading After Pretreatment (If applicable) = Design Flow X 800 m mg/L in the pretreated effluent t 8.34 - 1.000,000 gpd X mg1LX834=1,000,000= to, BCD/day 2. Organic Loading Rate to Soil Treatment Area ilbsldoyl ft J r Soil Treatment Bottom Area ft' - ibs/da'y l ft' sdl tdnra Rxe ed"ra"i Icette,i_.� aoq/N'/dav 1.38 lbs BOD/day 1092.0 ft'= 0.00126 tbs/daylft' 1 r ._. .. __. _.. Ccmments. l 2I110' Innl[ra[oQ r ulk4« STD trenches on 99.50 and 99.00 contours at 30" deptoPh. Pump- to -gravity flow with serial distrlbuton Installer may alter individual trench lengths and trench elevations so long as a minimum of 220 lineal feet of trench its mstatled and system depth does not exceed 74". Maintain all — building, well, and property line setbacks. A, In -Ground Conventional Trench Design DESIGN PARAMETERS: Parcel ID: 020-1057.60.200 Design Flow: 750 GPD Code Maximum Depth: 74 inches Designers Maximum Depth: 74.0 inches Soil Loading Rate: 0.70 GPD/ft2 Linear Loading Rate: 12.0 gal/ft Code Required Minimum Bottom Area = Design Flow + Loading Rate 750 GPD * 0.70 GPD/ft2 = 1071 ft2 Dispersal Media: Approved Product Distribution Method: Gravity -Serial Distribution For distribution media installed in contact with a Grade 1 Platy Silt Loam or systems using effluent #1 in any Sandy sod with >6G% rock fragments, indicate distribution method: Not Applicable TRENCH CONFIGURATION: AGGREGATE Code Minimum Trench bottom area ft'1 Sidewatl Absorption (inches) Bottom Area Reduction Credit Bottom Area Multiplier Design trench bottom area 6Inches NA 1 Indiv Site Design B. 9dewall Height: inches = ft C. Designed Bottom Area: ft' D. Trench Width: ft E. Total Designed Feet of Trench = Bottom Area = Trench Width ft2 + ft = Lineal ft F. Minimum system length based on Linear Loading Rate = Design Flow : LLR gpd : gal/ft = ft G. LLR Maxim # of Trenches: Designed # of Trenches: H. Length Per Trench = Total Trench Lineal Feet s Number of Trenches ft - = ft Recommended to be z F above J. Select Trench Spacing: ft (5 - 12 ft from center to center typical) K. Lawn Area = Trench Length X Trench Spacing ft X ft = it' lawn area L. Select Depth Required to Cover Distribution Pipe: ft (0.33 ft for pressure, 0.5 ft for gravity) M. Rock Volume = Sidewall Height + Depth to Cover Pipe X Bottom Area = cubic feet a 27 = cubic yards ( ft + ft ) X ft2 = fts +27 = yd3 Coce, Distnbunon jsidewall l Width TRENCH CONFIGURATION: APPROVED PRODUCTS - CHAMBERS AND EZFLOW A. Code Minimum Trench bottom area ft' Product EISA Rating (fir) # Of Products Needed Total # for Construction 10EZ Flow 50 21.4 22 5' EZ Flow 25 42.9 43 1071 QUIK4 + STD 20 53.6 54 QUIK4 + LP 20 53.6 54 i Cover 0 Distribution I I i 5 idewall t• B. Registered Product: Infiltrator Quik-4 + STD width C. Product EISA Rating: 20 ftz Additional Absorption Area for Chamber Endcaps I D. Design Bottom Area: 1071 ft' Endcap EISA Rating per Pair: 6 ft' !I E. Product Width: 3 ft Total Number of Endcap Pairs: 2 F. Product Length: 4 ft Chamber Design Bottom Area = Bottom Area Endcap Bottom Area C. Product Height: 12 in 1080 ft' + 12.0 ft' = 1092 G. Number of Components = Design Bottom Area divided by Component EISA Rating (Round up) 1071 ft' 20 ft' = 54 components H. Minimum Design Trench Length = Minimum # Products x Product Length 54 x 4.0 ft = 216 ft J. Minimum trench length based on Linear Loading Rate = Design Flow s LLR 750.0 gpd a 12.0 gal/ft = 62.5 it K. LLR Maximum # of Trenches: 3 Designed # of Trenches: 2 L. Length Per Trench = Actual Trench Length : Number of Trenches 216.0 ft : 2 trenches = 110.0 ft Recommended to be r F above M. Select Trench Spacing: 8 ft (5 - 12 ft from center to renter typical) N. Lawn Area = Trench Length X Trench Spacing 216 ft X 8 ft = 1728 ft' lawn area 4. In -Ground Conventional Cross -Section & Layout SYSTEM CROSS-SECTION 99.50 __\ NATIVE BACKFILL SEED s s^c—� 99 00 t11Y J /ARC` 97 00 Ll 96.50 SYSTEM LAYOUT Observation PipeNent r 0 0 36" 110 yjc — 110 OBSERVATION PIPE DETAIL Scr"-type or rlmshed grade VIP cap _ Topsoil cover 4-SCH 40 PVC pipe ✓ (1'mnI Top of pipe to terminate at or aoove finished grade a 6slots spaced 90 degrees apart Infiltration Toilet surlaoe Flange Pump Selection PUMP CAPACITY (GPM) Parcel ID: 020-1057-60-200 Distribution Method: Gravity If pumping to gravity enter the gallon per minute of the pump: 30.0 GPM (10 - 45 gpm) Minimum system flow rate: 30 0 GPM Dosing method: Demand Dosing Sod Treatment TOTAL DYNAMIC HEAD (TDH) Elevation Difference: 8 it (between pump end Nghesi discharge pain[) Distribution Head Loss: ft Additional Head Loss: 1t Idue tc "i,ot e9mpmenq etc I Forcemain Diameter: 2.0 in - Forcemain Length: 10 It Forcemam Friction Loss = Friction Loss In Plastic Pope per FT of Forcemain (from Table 6:) X Forcemam Length Fvicemaln Friction Loss = 0.19 it X 1N / Y! IQ Add Equivalent Pipe Length from pump discharge to soil dispersal area£charge 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. 0.19 ft X 1 = 0.19 ft Elevation Difference . Distribution Head Loss + Additional Head Loss + Forcemain Friction Loss = Total Dynamic Head (TDH) 8.00 It 4 It ft + 0,19 ft = 8 2 ft TDH PUMP SELECTION A pump must be selected to deliver a minimum 30,0 GPM at a minimum 8.2 TDH Pump Model Option 1: Zoeller 98 Performance Curve PUMP PERFORMANCE CURVE MODEL 98 1 _ I 15 1 10 X 10 40 50 60 7G GPLLrnJ� 0 5. rb0 3fn FLi;TP V N. ' 17 Pump Model Option 2: Zoeller 151 Per ve e W PUMP PERFORMANCE CURVE r ' MODEL 15111521153 ,. it 45 153 , 35 q31 1_ 3 a 25�— a 2' pa 11 x r .c w w *Zx w i-. LITERS 11iEP5 LO )Ip or ]b) 110lh KRWNUTE "1— Demand Dose Pump Tank TANK CAPACITY AND DIMENSIONS Parcel ID: 020-1057-60-2D0 Design Flow 750 GPD Code Minimum Pump Tank Capacity T72 Cal Deaigneis Minimum Capacity: 950 Gal Tank Manufacturer Wieser Tank Model: WLP 1585/950-MR Capacity from manufacturer: 950 Gallons imporrenP oose design mlculorions are based on this specific tank. Su65btmorg o different tank model moy alter the pump float Gallons per inch from manufacturer. 25.0 Gallons Per Inch ettings Contact designer if honges are scnecessary. Liquid depth of tank from manufacturer: 38.0 inches DETERMINE DOSE VOLUME Calculate Volume to Cover Ramp (The met of the pump must be at least 4-inches item the bottom of the pump tank 1 2 inches of water covering the pump is recommended) Pump and block height + 2 inches X Tank Gallons Per Inch -Adding inches ensure. pump is covered by ertluent during alienation I a in + 2'riches) X 25A Gallons Per Inch = 250 Gallons Mimmum DehvereC Volume = 5 X Vo'.ume of Distribution P,ping: (From Pressure Distribution worksheet7 = NA Gallons tmimmum dose) Maximum Pumpout Volume = Design Flow x 20% 750 GPD X 209 = 150 Gallons (maximum dose) Select a pumpout volume that meets both Minimum and Maximum. 120 Gallons Doses Per Day = Design Flow '. Delivered Volume 750 gpd 120 gal = 6 Doses Per Day Drainback- Diameter of Forcemam = 2 inches Length of Porcelain = 10 feet Volume of Liquid Per Lineal Foot of Pipe = 0 163 Gallons!ft Dramback = Forcemam Length X Volume of Liquid Per Lineal Foot of Pipe 1D it X 0163 gal/ft = 1.6 Gallons Total Dosing Volume = Delivered Volume . Drainbacli 120 gal — 1 6 gal = 122 Gallons Minimum Alarm Volume = Depth of alarm t2 or 3 mehesl X gallons per mch of tank -s roes, maim depth 1-1i eneed in preven 3 in X 250 gal/in = 750 Gallons mrhulence resulting urniecessn rump cycling FLOAT SETTINGS Float Separation Distance for Dose: - -- — Total Dosing Volume: Gallons Per Inch 122 gal a 25.0 gal/in = 4.9 Inches tat : )' Float Distance Settings (measured from bottom of tank), ' Dstance to set Pimp Off Float = Pump + b,Gck height - 2 inches 8 in + 2 in = 10.0 Inches Reserve Cop. 20.1 in , A 503.1 Distance to set Pump On Float = Distance to Set Pump0(f Float «Dose Separation Distance Alarm Distance 3.0 in 10 In + 4 9 In = 14.9 Inches Pump On Distance 4.9 in 121 21. 6 Distance to set Alarm Float = Distance to set Pump -On Float + Alain Depth OF Pump Off Distance 10.0 in , D t s_. 250.0 15 in + 3.0 in = 17.9 Inches Pump Off Elev. 91.1 ft - 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.) U3.50 Watertight control box with separate Sleeve 2" SON 40 f¢rcemam m 4" SCH 99.00 pump and alarm circuits W pipe across tank excavation to \ I — y 94.50 -_ -- '--'= 93.92 w . ,. I Cam Lack 4" SIlh A., L. � -P"eS ill i 1%Minimum Slope OQ��'� �� Float Tree: install flaatsseparately from I�I CPS I L I pumpona 1"to 1.6°PVC pipe �ll l +/- 30' 1 RIl'I I weep Hole 90.00 =>" 4" Pump Block 183f' IIF 4" CAST -A -SEAL II4- CAST -A -SEAL I I _ IIII I / I ` FILTER OR ll DArrLL I! �I IIII II IIII A TANKS WLP1585/950 TANK SPECIFICATIONS DIMENSIONS vii 3" BOTTOM: 3- COvER 6- MANHOLE: 24" , 0. PRECAST CONCRETE RISER HEIGH➢ 53-3/4- O.O. LENGTH: 183-3/16- O.D WIDTM 101-3/16- O.D. BELOW INLET: 43. 00. UOUID LEVEL: 38" WEIGHT. TANK 13,010 LBS WEIGHT COVER 9.300 LBS INLET AND OUTLET: 4- CAST -A -SEAL BOOT OR EOIAL INLET AND CURET BAFFLE AND FILTER: WISCONSIN. SEE DETAIL f10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 4167 GAL/1N (SEPTIC) 25.CO GAL/IN (PUMP) LOADING DESIGN 81 UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/SEPTIC. SEPTIC/PUMP OR SEPTIC/SIPHON COVER. Mix DESIGN /B (NO FIBER) 4' VENT Ti MIX DESIGN /9 (SMALL FBER) CUSTCARZED TANKS FOR CUSTOM TANKS CONTACT WISER CONCRETE FOR APPROVAL 9Prii i _ RPMcu,1L DATE: PRODUCTS iiLU LD 611: SY CROIX COI'\T) SEPTIC TANK MAINTE\,\N( 1: V iKI-EMENT AND OWNERSHIP CF.RTIFICATIONFORM Owner/Buyer __ k yq,l /u 41 Mailing Address (?76 cli r-, is r1u,1 16 -- --- -' — -- Property Address 1,/1 (Verilication required from plarming & Znnmg Department for new construction.) City/State _l7// cf40 `t /V I Parcel Identification Number `� `�* 0),o to S % - bO 'e100 LEGAL DESCRIPYION Property Location yU Subdivision ! GC' • c 7 �Y 4d5[l rl Certified Survey Map # Warranty Deed If / 0 Soo 9 --_-_. _-- .L.ot# / Volume / J -, Page # 3 ` 6-R \ „Inns N/4 . Page 1i tI14 ! "t Ius, nlcnnliahlc itti nI, SYSTEM M A I N'TE N A N C E -AN 1) 0WNr.R C'E.Rj IF1CATION Inipmper usv .uul ❑L`11IVTWII1e of WLI: „•pit, v,sial. rotil,l remit In its picmaturr Ililufc nI handle mattes Proper 111,11Wcnancc coils, II of pumping out the septic tank eser•. Ihrcc ,vats o1 s" I'vI. 11 needed. h: a I%cc"Icd pumper Wh.d sou put into the systenl can attcct III'.Inn nl,n tit the ,ept,, tank a, a Irea:m:n• c:.igc In III,.- X%a,le disposal syslml oxncl maintenance 1 r.pnnslhihnes are specified ;I,6l boot I, i ?I I I and n ( liapm I? - SI t ntn: I ount,. Ss tilt....: I11dulau.e the proper} ow net aqu,, lu ,uhmit to St I n»s t "u,nt pl:nurno & /�nuug Ucp;ummly .1 scrtui,atwn Ibnn. ,Igned by the uy. lie) and by a uclater pl;i;nLcl. I"urta•vIlixt Pluuthar rauntcI phenl,ci or a h:c:ne•d pumper vent}uI. that; I) file ou site ,,.utoaater disposal i%slew I, m pt opn opar.mnt• co ids:n lu am: u1 121 attil m>pc,nm, cud pnupmc Ili Lc:ess:uy I. he septic tank is ies, than 1'1 till of finder I V.C, ihl' IGI,:o1,y O:'.! leltl I" ad II . a!`.., ,' Iel;,;l t'.';l k'aI, a:.,: .1 [ea iu ami atn t..tc )'d l.aC scs%,�c dlspxisal systcnl NIIt1 the snutdards set tariff. herem..:...c i in th, 1)"al tnlenr n• I aumle:cc and Ilic Dcpartment of N;rlilal Resources State of Wisconsin l rndlcanan staunp thal )ou: w pf:, ssinn ha, hccr nl:rntauied must he :oraplctM and returnee to the *,, t 1,llt t'uuniv planning ,h /onln-, IJepaI trneut wuhw i1•'I,,, n: ;he Ihrc'c .,car dare I/we certify that all statements on ties form are true to the best of my/our kiim Icdge. Uwe anvare the owaler(s) of the Property described above, by virtue of a warranty deed recorded Ili Register of Deeds 111 n: c Number of bedrooms .5 11<iNATURE OF APPLICANTS) /Z l)l/lo DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by file Planning & Zoning Department, Include with this api li,ation a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made of th, warranty deed, (REV. 08105) 666 LOT 1� ul. „ -- 314,35 17300 427.00 1192A60 2 LOT9 876CQ L012 1 UNIT 1 6874 UNIT 2 868 50563 In L^y 870 22 Hudson i 32318 869 r LOTS t 870 ' Y+ J CS N �866 �UT3 3 e $73 ,870 266.01 N 8 BS7 * ,664 pT5 LOT7 665 LOT11 0 100 200 3008 97iaDISCLAIMER Tr amap @wgarrr.M. d1.M arc Gratec aiml, Current. OI CdngOb and CIM1(1lMrMa or. Na IM Ilap .l Nlly OI IM IItN E i U 5 T_2s2o VINYL SIDING 4Ll1H SOFFIT I Fd —IA ALL 5 DES ALL SID'c9 ��ITTT II 4" VINYL TRIK STONE AS SHOWN e L� FRONT ON_t FRONT ONL1 ' "III a iYt rl , III I ERSEN OC 5ERIE5 +`{j�Lfl wlNDclus ANDIIIL'N,I Il]I 11 µ� 17TI��u4 J e rWE i 11 ill ��I�u-`IiI�II�14-Ilti�l. III to �.-1 � `i _r — Q 11 IJ I � 1 i L — — -III r IJI ITV ��L��fiFIII E3 = F -- II III III - uI 17] _ 1 Li 1{/F q¢ JVH LK 6'ONE 10/8 'J/H CTF Lr 0 LL Z LU _ _ FRONT ELEVATION 114" "= 1'-0I' U Z W �>i 1,525 5Q. FT. S' CEILING @ FIRST FLOOR im'voNew t.n i lanesre,� u""wN" 8'-4" FDURED FOUNDATION 0 Q tkcry b ww�le0 tc k 1Fe¢ olon, n b,tlMww Yr�ature pmrn IAN ewrM a4 naMa iM1ee nbn 1got be.ruw tv o I W o rnw ut m-ALL DOOR A WINDOW HEADERS ��w�.,t ee mWn.d �rmomM mm momxw o, urea lnanyretletlonwnlnrut the F,wr TO 6E B.P.F. n OR BETTER wMln,mrgrt at Plona NN, trc Planco MN, Inc 2020 020-143 SPCA ra v ma m o' mo va L p �P p avl0 .erca su LtvoEu eonRc LEwFse aoaaw 1VSfiE5 F]a' c c i �-) O � E rosc ].io a or a ova nio.eza eo- e ___ BEDROOH Q b � � 1*4 64 wee eoauo Gaucer _ 7 p eOaK.uG ff � Jfl�4 ui eo nA U ]-lib r-LED ER 60440 B _ N `- 'S'P r.. ❑v Gl I L� I m _ _. � �__ _ _ _ mIIW I HAS'ER SECROOH �-J � LW-�}..• ]� —_ ]we ]6te „ 'EOv V.WLL ppp b -- I 1 I � � � KRGIAEN DINING 40000 � x m Ullp 1 m I � V W'JOC. I � � v.+uLr wiL• .�. O �4 _ u,l 0 I].6 cc .. e .. I .. I A. ❑ �M1 c 1 1 1 tc M1 ss „ L ________L oI'Iii L al _ ya W lbbE .i- +A6n LLGOG L ]E6b 1 w..LL r LNDRYlMI1D RH vl`Ez 4 F I I sw� Itc a°w I ® I ��� LIVING ROOH — - Y cocc unaer FOYER a BE✓1//5Rc/O✓'�0/')1 �3 _ Vnuu d 00e6 0 it n S: tO a GARAGE 2 m_ 'lib W.LLLB � O �ioe ovH oe -- 13 - I-- a Boe.a I I � � - srwe 3ssr 1- I I I FIRST FLOOR PLAN I/4 I-O' 1,585 SQ. FT. +r .E up ao 9' CEILING e FIRST FLOOR © Planco MN, Inc. 2020 020-143 em �a I I 3 h O 6 6L LOOKOUT I I _ sa.o __--- _ ____ e I I I __ LOOKOUT L —_____ e�o,rc ei J I, li I LOOKOUT I I I .zs —_ ve���iccca�see� � FpT. FAMILY/REG RM uNFlvlouei II zwa o I I u FUT, BDRM F I II II phi i/ ilr �1 ., meep .5,a RT I I I ¢r III veoaa L—_--_�vese� yyqy I __ 1eR ,a' III __ �a.e Fm ______________ __ .._.__ f ` �o -JT STOQAG- L_____________. __________ _________________I I Ul.EXCAdATED ' I I I UNEXCAVATED I I I I L--------------------------------------- ._____J I a I I ________________________________ I I 5RING FOUNDATION IN I I I 2" FOR R-10 INSUL. , ----------- I ILI I I I I __ J I gASE_MENT PLAN I/4 - 1-0" _ -- i< a _ _ _ _ .._ -------�----- -- ve.v 8'4" POURED FOUNDATION Plano MN, Inc. 2020 1 020-143 eMA �r Wisconsin De nt of Safety and Professional Services Division of Ind slry Services SOIL EVALUATION REPORT I ecoordance with SPS 385, Wis Adm. Code Attach complete site plan,ca"aper not less than;i" 11 inches in size Plan must include. but not limited to verAeelarTShorizontal reference point (BM), direction and percent slope. scale or dimensions, north arrow and location and distance to nearest road Please print all information. C57 a(au — q°s County ST Croix Parcel I D 020-1057-60-200 Page 1 of 2 1 Is! z1 Property Owner Property Location I Ryan Nicklaus Govt Lot 6W % h/E % S 22 T 29 N R 19 W Property Address Lot # Block # Subd Name or CSM# 876 Clints TRL 09 CSM 12-3462 City State Zip Code Phone Number ❑ City ❑ Village E Town Nearest Road Hudson WI 154016 1 1 1 Hudson Chris TRL/US HWY 12 O New Construction Use ❑O Residential/Number of bedrooms 5 Code derived design Flow rate 750 GPD ❑ Replacement ❑ Public or commercial — Describe Parent material Loess over sandy and gravelly oulwash (Pdlot sit) Floodplain elevator if applicable NA ft General comments and recommendations Recommend in gorund'wi-vemionar trenches at ao- depth with o zagpdi loading rate LF=>11o'(observation extent) 1❑ Boring # ❑ Boring APrt Ground surface elev 98.90 it Depth to limiting factor >11010 in Sod Aoolication Rate Horizon Depth In Dominant Color Munsell Redox Description Qu Az Cont Color Texture Structure Gr Sz Sh Consistence Boundary Roots GPD/Ft' 'Eff#1 1 'Eff#2 1 0-14 7 5YR 2.5/2 - at 2msbk mfr cs 2f-vf 0.6 1 0 2 14-23 7.5YR 3/4 - $l 2c-msbk mfr cva 2f-vf 06 1.0 3 23-33 1OYR 5/6 - s Osg loose cw 1vf 0 7a 1.6a 4 33-72 10YR 5/4 - s Osg loose cev - 0.7a 1 Be 5 72-86 1 OYR 6/4 - s Osg loose CW - 0.7a 1.6a 6 86-110 1 OYR 5/3 - s Osg loose - - 0.7a 1.6a C✓ Boring # 2�❑ Bon Q Pit G ound surface elev 99 25 ft Depth to limning factor '1100 in Sod Aoolication Rate Horizon Depth In Dominant Color Munsell Redox Description Qu Az Cont Color Texture Structure Or Sz. Sh Consistence Boundary Roots GPD/Ft' 'Eff#1 'Eff#2 1 0-14 1 OYR 2/2 - I 2mgr mfr av 3m-vf 0.6 0.8 2 14-27 1 OYR 4/4 - Sid 2c-msbk mfr-mfi gw 2m-vf 0.4 0.6 3 27-37 7.5YR 414 - s Osg loose av 1ni 0.7a 1.6a 4 37-68 1OYR 5/6 - s Osg loose M 1f 0.7a 1.6a 5 68-84 7.5YR 6/4 - s Osg loose cw - 0.7a 1.6a 6 84+ 7 5YR 5/4 - s Osg loose - - 0.7a 1 6a Ca0 t5t kto" CST Name (Please Print) Signature CST Number Ryan Bechel SP-111500001 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 12/1620 (651) 327-0074 ❑3 Boring # ❑ Bomi .. - ❑N Pit Ground surface elev 100 85 It Depth to limiting factor >110 In snit Annlil ratinn Rare Horizon Depth In Dominant Color Munsell Redox Descnption Qu Az Cent Color Texture Structure Gr Sz. Sh Consistence Boundary Roots GPD/Ft' -E f#1 F 'Eff#2 1 0-9 1OYR 2/2 - I 2mgr mfr cs 2f-vf 0.6 0.8 2 _ 9-22 1OYR 4/4 - cl 2msbk mfr-mfi cw 1f-vf 0.4 0.6 3 22-32 1OYR 4/6 - s Osg loose cw 1f-vf 0.7a 1.6a 4 32-65 7.5YR 5/4 - s Osg loose cw - 0.7a 1.6a 5 65-84 7 5YR 6/4 - s Osg loose cw - 0.7a 1.6a 6 84-110 7.5YR 514 - s Osg loose cw - 0.7a 1.6a ❑q Bonng # ❑ Boring ❑ Pit Ground surface elev ft Depth to limiting factor ___ in Cml Annh—t— P�fc Horizon Depth In Dominant Color Munsell Redox Descnption Qu Az Cent Color Texture Structure Gr Sz Sh Consistence Boundary Roots GPD/Ft' 'EB#1 I -Eff*2 Boring # ❑ Boring ❑ Pit Ground surface elev ft Depth to limiting factor_ in Rnd Annhl ratmn Rafe Horizon Depth In Dominant Color Munsell Redox Description Qu 'Az Con( Color Texture Structure Gr Sz Sh Consistence Boundary Roots GPD/Po' 'Ett#1 I 'Eff#2 Effluent #1 = BOO, > 30 s 220 mg/L and TSS > 30 5 150 mg/L ' Effluent #2 = BOD. 130 s 220 mg/L and TSS > 30 s 150 mg/L Boring # ❑ Boring Q Pit 100.85 >110 Ground surface elev. ft. Depth to limiting factor _ in. Soil Application Rate Horizon Depth In. Dominant Color Mansell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFC •Eff#1 •Eff#2 1 0-9 1OYR 2/2 - I 2mgr mfr cs 2f-vf 0.6 0.8 2 9-22 10YR 4/4 - ct 2msbk mfr-mfi cw 1f-vf 0.4 0.6 3 79-32 10YR 416 - s Osg loose cw 1f-vf 0.7a 1.6a 4 32-65 7.5YR 514 - s Osg loose cw - 0.7a 1.6a 5 65-84 7.5YR 6/4 - s Osg loose cw - 0.7a 1.6a 6 84-110 7.5YR 514 - s Osg loose cw - 0.7a 1.6a 4❑ Boring # ElBoring ❑ Pit J Ground surface elev. ft. Depth to limiting factor —in. Soil Application Rate Horizon Depth In. Dominant Color Munseli Redox Description Texture Qu. Az. Cont. Color ! Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' •Eff#1 `Eff#2 5 Boring 1t ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor _ in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' •Eff#1 `Eff#2 ' Effluent #1 = SOD, > 30 <_ 220 mg/L and TSS > 30 5 150 mg/L • Effluent #2 = BOD, > 30 < 220 mglL and TSS > 30 1 150 mg/L Designer. Ryan ehel �� ADVANCED m Certified SoilTestst Tester SP-111500001 Designer of Engineering Systea: D 2263-7 �'�c^ i — — — — UJ+ ���/� Y 12 — 'All property lines not O Benchmark drawn are >100fl from Septic Tank: system 1$� Soil Boring P/L P/L P/L P/L P/L P/L Pump Tank 61 k G, iieconmend lM190NIM'[RNereOnal'R9¢ne2 at "Well to be located >50ft derthadh07,gira chill lWe from system onents" � components" Depth to re5ndion->1 Of indent of oh;ervsmnsi _ Y P Caitlin=l0000 BM1 = 100.00 Sure =4% Top nail In 10" hard wood 1' above grade ---- -- - - ±385' Buried electric \ Destnhatmn New 56R Home to east P.L. 9 Q 99�S----- > \ \ \ -00 r-----------da \ \ \ Garage Driveway - - LOCATION MAP (real, I. ®W) US HWY 12 ------------ \ \ Current grade �I00 �103.50 '00 J \ Existing Shed _ 9900 - - - - - - BM2 = 104.65 PREPARED PUR: 9P0 Bottom siding ___---_--- Ryan Wckoldus O shed NW corner Site Add ess' Vd l/d l/d Vd -1/d l/d Hud Hudson, WI on,ChinW15 64016 SCALF pIO. 020-1157-60-200 2.63 Acres 20. Legal Lot 09 CSM 12-3462 0' 40' S22 T29N R19W Goal Steteaad: ❑Je syatern has peen dalaned and walualad In acrardanm NM scale and Loml coda. The all trsoturi area main na n protected barn dleWrtane and/or compoctlan before am alter Town of Hudson Cenealeatpn. No WNtUNIy 6 M`CE THlo THIS SYSPIEW WILL o Na to n1NCIloN ftllxn IFly. 9r'atam moan be Raped, mWMalad. Rider your eyslam'e mavpenerR pith fur [Manhattan on proper can anc scale1"-40' Date 12/16/20 mwflaac n