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040-1173-80-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Salary and Buildingding 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)I Permit Holder's Name: Mark & Lisa Swelland city Village Township CST BMElev 1 AMC TOWN OF TROY TANK INFORMATION TANK SETBACK INFORMATION PUMP/SIPHON INFORMATION ��•� r+.+vvr�r' r 1Vt7 O r J I Cm BEDfTRENCH Width Length No. Of Trenches DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL INFORMATION _ DISTRIBUTION SYSTEM SOIL COVER x Pressure Systems Only Depth hOver Depth Over BedlTrench Center Bed/Trench Edges COMMENTS: (Include code discrepancies, persons present, etc.) Location: 290 COVE RD 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? Yes No Use other side for additional information. SBD-6710 (R.3/97) Date ELEVATION DATA STATION BS HI FS ELEV. Benchmark Alt. BM Bldg. Sewer SUHt Inlet St/Ht Outlet DtInlet DI Bottom Header/Man. Dist. Pipe Sol. System Final Grade St Cover CHAMBER OR UNIT xx Mound Or At -Grade Inspection #1: InsepCtOrS Signature Yes No I Yes No Inspection #2. Can No. ' v DEC 1 2022 Industry services Division Coma C YC) swimy Petmtt NunRa (to be nl%d in by Co.) •4�_ 1400 E WashkgW Ave P.O. Box7182 5t.CroyCountY DeveloP� t' • Madison, $3707�-7182 TO I vw t COMMU nitY Sanitary Permit AppUcati s st a Transaction Numbr In aocorderoe with SPS 38321(2). Wis. Adm. Code subnWion ofthls form to the unit is mWitad prior to obtaining a sanitary peamiL No*: ADpl9stion forms for xwft-w t>ed POWTS are submitted to Project Addrw (Riff different than m ilins elm) the Department of Safety and Nofeniorrl Servies. Pawrrel hdbnrladm you provide may As used for secondary ounitiewi In woordance with the Law. s. 1 S. I m Sub. I} 'Z� 1 C V `C— 1. A s isfennation- Pianse Print AH Intbrmatiea Property 's Name Y\� a L, 50) 5wr-1\CL Pucel L� D bDU Pro" Ownees Melling A ;'� PropertyLocation al `f(Ar t 1Ll Oovt. Lot N yV %, N vy iij section T 78N;RZ✓ s City, State`u\ 11 �`` SLj) Z*CIode gPhaCaNumber 514N �t -1 1JZ-210-t�1 1 IL Ty" of BaiWlas (abeek s9 Wert apply) Lot A SuMviiiiiin �'0�vv 'X1or2Family9welling- Number ofBedrooms - l .Fo e ve— t15� ❑ PAndcomrseroW - Dewbe Use ❑ City of ❑ Ste OwW - Describe Usa CSM ❑ Village or YO Number �- 6 qz. o YTown of Al t- Ill. Type ofPermit: (Cbeek only one box as Has A. CompkM Um B ff appllesble) A. New 3ymm ❑ RepNoaront SY>nern ❑ Twounw0iolft Tmin Replacement Only ❑ Other Modification to Emating Sysmn (wplain) B. ❑Permit Rerwlal taelbt ivapi 1 Q farm! uvwm Q cape of Plunber ❑ PermitTransfbr to New Owner Lie Permh Number issued TV. Type of POWU 8 astlDevicet Cheek all that apply) Noo-Aerurimd I ❑ Preepcimd ln4road ❑ At.QwW ❑ Mound >- 24 In. dwkeb)e soil Q Mound -c 24 in. of suitable soil ❑ Holding Tank ❑ Odw Dispersal Component (mp1m) ❑ Device (explain) V. DisawwwrinanumtAint tnfsre,atloat >3s,ion Flow (Vd) I Dacron Sos Avw DIWOM Ana R@WiMd (sF) 01apersill Ara Pro ( yslern ySD & Vl. Tank Into. in anon. Tool c.nona A units Manu Bei;A-6,F- to -t � t� �d g NewTerk, Exi,deeT A]j ji 11"6orNoldlailiTank wU I e c'clnclek X ViL statement- 1, the aroma fhr belsiasfba of be on the assert had paeft Name (Prim) Pllaslber g Number a dam fto Number ELKS 231 `bLt Lp 11'&.&)1.5 2I, (.p WintWS Addnm (street stern. Zip, code) Nb2°�g Ska t ��� .ZS VIII, coos "meat use Only Approved ❑ Dintpp Wad Permit Fee $ 5�� Dam Issued =Apn11,*zUn ❑ Raawrt for DenW IX Coaditloas TNa SYSTEM OWNER; �`/ P tank, effluent filter and dispersal cell / � F1 X �`H. be 1 f must serviced maintained as per _ 015 o management pan provl VM NbiAkm •' a~,I wo eee wl�mk to a Ce "0* w tre,r wit Met ter. a 1A, I I INOW d 2. AN setback requirements must be maintained 5) • soj ( i m&QA � �� t PVINAN�+5 f� s e code ! ordinances. Er ae --Uy �Q P Sr h1QD��-7 2.0 0W,, r' ssigner. Ryon Bechel ®2022Adrdnced artiRed Soil Tester. 1330832 Environmental LLC. 3signer of Engineering Systems: D 2253-7 Ap rights SCALE 15' 0' 30' Floodplain BFE = 692.00 MSL (per flood study) ±30' 4" 777 z sch 40 PVC L �m i 0 010 04 Proposed well \ 3M1 = 100.00 fop nail in 26" Oak d draft arere >10 ft f om Benchmark ADVANCED r • :.. sirstem Soil Boring Pad elevation z 97.30 f 115' 2" sch 40 PVC 41Y son r aY i ,,d - Proposed stormwater LOT 6 iNbMr 1000A>SO gebp2tatrgsdoadttek -Bhg rises 4' oboes in gads Rest GF-10 ft%W &m as rot rolb dear Older saaoea i6selaba a r e 4�aarM&-25WM§W + COVE RD ':� +bM {"Mauna, me mdW. rndaelsW omwasaad O 0 0 0 0 j O N BM1 1 . -: LOT 7 box fence to be removed 20" above grade) LOT g basin �Ld (3) 54' Infiltrator 3M2 = 106.85 Quik4+ STD trenches Ld Fop of electrical transformer (13 chambers/trench) Mad SOolvront TN. •yMarn ham ben deelpned and eva:labd In accardance -w+ Slob and Lacd csdea The dl hno6nent area mut remdn pmt*cW from d4hsba ce and/or mrrgoctlon berme one filer ca+drocnon ------------ A 5C l d hbr 0*4+b 00sedes TI: MINNOmaedaauIVIMalor T2IBA' tadr awkK 10UBotte w TIKA'0- lrks:1p9alvr " ksW may air InWal harh laps+and eeweors as MOMM so bnp s a Mors of161 k,Wbet olterch s sebkd ad ayeam 60 is A ' aid does rot exaeed47. Molten d Waft w4 and Poparl the sedsds." 4)ephl61)lr11 1n=>tl idWW Kfib4 Distribution: ,Teals TnrFM (a egelalad) itYidan>za 4's A 40 PVC a BDR-A heeds LDCATIDN MAP (aa to ecd4 (o Z PRBPA"M MC* Mark Wallend 294 cove RD Hudson, WI 54016 PID:040-1173-60-000 *LBAGW Legal: Lot 07 ST Croix Cove NW 1/4 NW 1/4 S24 T28N R20W Town of Troy Scale: 1' = 30' Dalm U/14/22 ADVANCED Property Owner/Client: Mark Swelland PIN: 040-1173-80-000 Site Address: 9QA cove RD. Hudson. WI 54016 INDEX County: ST Croix Pg. 2 SITE PLAN Pg 10 SOIL TEST Pg. 3 SOIL DISPERSAL COMPONENT Pg 11 SOIL TEST Pg. 4 TANK SPECIFICATIONS Pg. 12 SOIL TEST Pg. 5 DOSING AND PUMP SELECTION Pg. 13 SOIL TEST Pg. 6 FILTER MAINTENANCE Pg. 7 ZOELLER TRU-FLOW DETAIL Pg. 8 MANAGEMENT PLAN Pg 9 MANAGEMENT PLAN DESIGN PARAMETERS FLOW.• Wastewater Type: Residential # Bedrooms (residential) : 3 Estimated Wastewater Flow: 300 gpd # Occupants (per capita flow) : - Design Flow: 450 gpd Public Facility Flow: NA SOIL & S17F EVALUA770N.• POWTS Type: Non -pressurized Conventional Limiting Condition Depth: 103" Treatment Level: Effluent 1 Maximum System Depth: 67.00' Code Required Separation: S Contour Elevation: 102.00' Soil Texture: L Limiting Condition Elev: 93.42' In -situ Soil Application Rate: 0.6 gpd/ft2 Land Slope: 7% Dispersal Cell Loading Rate: NA POWTS DESIGNED PURSUANT TO: In -Ground Sol/ Absorption Component Manual (Version 2.1) Comment• -----__----_---------__------------- lNew 3 bedroom home. (3) 54" Infiltrator trenches with dosed gravity distribution through Zoeller ITru-Flow distribution box. **Installer may after individual trench lengths and elevations as : necessary so long as a minimum of 168 lineal feet of trench is installed and system depth is at ; Ileast 24" and does not exceed 42". Maintain all building, well, and property line setbacks.** Note: � 0 NS :soil application rate has been reduced to 0.6 to account for Is-sl bands occuring beyond 56".� G. ----ro"'RYAN BECHEL D-2263-7 11,/18/2022 RED WING MN SIGNED: � ADVANCED EN IRONMENTALLLC 779 Spring Creek RD S, Red Wing, MN 88086 (651) 327-0074 M )esigner. Ryon Bachel O 2022 Advanced :erti0ed Soil Teeter. 1330832 Environmental LLC. )esigner of Engineering Systems: D 2263-7 AM roM rewrved. SCALE 15' 0r 30' Floodplain BFE = 692.00 MSI_ (per flood study) ADVANCED dry a��;� from Benchmark Seyde T.ele:sxsTSH>,1orics :: c . Britain 1$1' Sall Boring ytr 10001650 galfon2tatd i -Bring risers 4' above Vial Bade -Best GF-10 filler wl alarm -Do riot route clear water sauces ale seMe laic ±30' 4" sch 40 PVC Pad elevation /--- - 97.30 F Newt$- R HoMe / \'v Y Proposed well BM 1 = 100.00 Top nail in 26" Oak LOT 6 f 115' 2" sch 40 CD PVC p O ;, F Gara9e SOf "may i 1-d / Proposed sto rmwater BM1 0 I COVE RD I I Ills" ti Zoelle, Tru-Flow splitte� box LOT 7 fence to be removed � Ld (20it above grade) basin LOT 8 (3) 54' Infiltrator BM2 = 106.85 Quik4+ STD trenches L„ Top of electrical transformer (13 chambers/trench) rtMW SlatmnenL Tie system Na been dmgred and a okialed in accordance with Slate and ILmy trades. The ee lreubm t a rid mends pmtectW from debrrbee m mWer aariaodlon !.fora ante dhr conWrctbn Pump Tank: .6 4'wv no@& w 259pm ® IOTDH 4400 tank as necesaar); a aI I i aHed.m Asce.Wlse pure Fnct= Last end 111 ale=0 -Event owner. time mew, arms reds re�mals/ Soil Treatment Asp: anpead toomftnir6sfEw10"Wi la kr61 -M 54. Maker 0ak4a SiOtrdds T1: 99.40In R*A Relaoe: NIX callow T2:9640 Melt" Reber. 101.1 cAw U 96 a6 nArapro serbaK II182milaa -k,sW may ala, ixtAtim rendr IapM acid ebvsone u necessary sc brg a a Idmsn of 16a Rlea lest of trench is irslAw and sysam deP it d Is 24'and 6MrdM"d42' all tsilnp.VON, and properly we dam.. -DoOlpledidi l a>osfeledn .. 400 .Dowd FM* I "INsn -tads Twbw (e I I , , 4 •d, I ba 4'sdl40 PVC or 6DRd6leedla LOCATION MAP 0" to •aw 298� � Sc, i` �O 0 rZ G* PREPARFA FM* Mark Swelland SiteAddress: 294 Cove RD Hudson, WI 54016 P1D:040-1173-80-M d:1.01be Legal: Lot 07 ST Croix Cove NW 1/4 NW 1/4 S24 T28N R20W Town of Trov Scale: 1' = 30' Da4c 1,1/1402 IN -GROUND "CONVENTIONAL "DISPERSAL AREA Plan View (no scale) 1.01 Observation • • owl Pipe (typ wt end cap (tyP.) 1�1�11111►,[1�I.11'1 gill �1�1�1i�� ;;.1.Z.1.jl [�j�l�[�1�1'► ►�I�1�1�1�I�I s 11I[541 I�'I.. � �[�[ � [�I�l�l�l�i�1t11�1�[�1 i�� ; il�[�[�III[�[�I�S�1�1►,�I�I�I�1�1�1'1 Dispersal Area Product: Infiltrator Chambers Dispersal Area Model: Quik4+STD Product EISA Rating: 20 ft2 Total Number of Components: 39 Distribution Method: Distribution Box 4' Minimum Required Dispersal Area: 750 ft2 Proposed Dispersal Area (incuding end caps): 798 ft2 Inspection Pipe Detail 4' **NOTE: Below trench surface elevations are as measured from the northerly ends. System depth not to exceed 42" at proposed loading rate (0.6gpd/ft2)** Screw -type or slip -top c: 4" SCH 40 PVC pipe Top of pipe to terminate a or above finished grade '-a" - 1' x 6" slots spaced 900 apart Anchoring Device (Toilet flange) Cross -Section View (no scare) TOPSOIL 101.90, & SEED 36" " - •,. 14ATJVE 9,kCKFILL a (1tr' min. typical) • 12" 101.30' • NATNt BA,CKPILU �42;. chin. tin. 99.40' — - 98.80' Finished Grade (mulched & seeded) Topsoil cover (1' minimum) tfiltrative surface ...................................................................................................: Minimum System Depth: 24' Maximum System Depth: 42" .•...................................................................................................: 100.55' ---\ FRI RIP +'•'NA; ovE-SACKPILL� 'T (12 -ntin. typical) a. v� a TANK SPEC/F/CAT/DNS e Minimum cover = 6 Inches; Maximum cover = 8 feet (unless specified by manufacturer) • All manhole covers shall extend 4 Inches above final grade e If the tank is within 2 feet of final grade, Insulate the lid to an R-Value of 10 • Minimum 18" of cover required over building sewer, • Insulate If greater > 30' long and < 42" from grade or if < 60"from grade under all high troff)c/snow cleared areas (driveways etc.) e If forcematn will have a "J-Nook" assembly, drill a weep hole in the 'hook' e Building sewer. No 90's, keep 3 feet between 45's, maintain I Inch in 8 feet (1%) slope, Install cleanouts Waurfthl comrol box with 10 separate pump aM alarm dnc4U 1� 97.30' 97.00' _lclw Out Quick olfODrinsa ---Nporlaln In 4' SLH 7-1 95.30' 94.42' 'r� 4OPVC pipe aacss Wk e Sfion to pre.em ape MOW F"iker \ fatly 1'-1.6' PVC FWI Tne I 30' 91.75' G4pS`r (Pump Om 90.50, �+ we" role .. 4' Pump Block -------------------- --------------------------------- ------------------------------------------------------------------------------------------- ------- - --- Tank Manufacturer/Model: Wieser - WLP1000/650-MR - ----------------------------------------------------------------------------------------------- Filter Manufacturer/Model: Best - GF-10 ---------------------- ------- ----------------------------------------------------------- ------------------------------- Panel Manufacturer/Model: SJE Rhombus -Tank Alert 1 ------------------------ 146' 1I 4- CAST-A-SEAL TYP 63 — — 11 — — —�I =O FLUFOL E NI II I 1 n - -U i1 SIDE VIEW TO MEET OIL EMCEED ASTM WLP1000/650—MR TANK SPECIFICATIONS DDAENSION5: WALL: 3- BOTTOM: 3- COVER: 6' MANHOLE: 24' LO. PRECAST CONCRETE RISER HEIGHT. S< 1fY 0.D. LENGTH: 146 O.D. WIDTH: BSI- D.D. 4' CAST -A -SEAL BELOW NLET: 43' O.D. LIQUID LEVEL: 31117 WEIGHT: 14.940 LIM lNHT AND OUTLET: I 4' CAST -A -SEAL BOOT OR EQUAL CASKET. CAST -A -SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER: ""ISTN. SEE DETAIL /HO (OTHER SLATES SEE CHANT) LIQUID CAPACITY: 26.3 OK/a (SEp71�) LOADING DESIGN: E' D' UNSATURATED SOIL TANK CAN BE USED AS SEPTIC/SEPTNG SEPTIC/ PUMP 4' VENT OR SEPTIC/SIPIM COVER: Lax DESIGN /e nBgER) TANK: Wx DESIGN 010 STRUCTURAL FIBER) I CUSTOMIZED TANKS L�Ou7I FT FOR CUSTOM TAWS CONTACT WAR CONCRETE PUMP PAD FOR APPROVAL APPRWED BY: NMUVAL DATE: ►ADDI.LIV NEEDED BY: s DOSE SETTINGS & PUMP SELECTION PUMP PERFORMANCE REQUIREMENTS Elevation Head: 8.5' Distribution Head: 0.00' Equipment Head Loss: 0.0' Forcemain Friction Loss: 1.6 ft TOTAL DYNAMIC HEAD = 10.1 ft TDH MINIMUM FLOW RATE = 25.0 gpm DOSE REQUIREMENTS Minimum Dose: 0.0 gallons Maximum Dose: 90.0 gallons Design Dose: 67.0 gallons Forcemain Feet: 115' Forcemain 0: 2.0" Drainback: 18.7 gallons TOTAL DOSE = 85.7 gallons Uj 1: Zoeller - 98 93.92' 92.42' 92.17' 91.75' 90.75' PUMP PERFORMANCE CURVE MODEL 98 97.00' 95.04' 97.00' 95.04' Ll A (RESERVE) B (ALARM) C . (DOSE) D (PUMP COVER) 305.3 gals 18.0" sl.ogals ' 3" 85.7 gals 5.0" 204.0 gals - 12" H = u s Zoeller -151 PUMP PERFORMANCE CURVE MODEL 151/152/153 2:1 Installation Instructions for the GF10 Filter Step 1: Locate and remove the septic tank cover, on the outlet side of tank. Step 4: Glue the filter case onto the oudet pipe. Insert the filter cartridge into the case. (Make sure the filter is completely inserted Into cite case.) , Illff TECHNOLOGY E Step 2: Before Installation, place the filter use on to the outlet pipe. Make sure the case is positioned so the filter can be removed from the tank for mainte- nance and service Step 3: For installations that require or desire additional support. (If additional support Is not needed, go to Step 4) Glue a section of 1'Sch.40 pipe to the two hubs located on the bottom of the case and the hub located on the side of the case. 0 I Step S: For installations where itwill be difficult to reach the handle, place 1' Schedule 40 pipe into the tee on the handle and extend it to height that will make it easy to remove the filter. Installation of an Same Wamile syst„ttanlydwseptictank � existing system. must be pumped prior tolnsUlation. 1 i-------------—— ——— ——ama Maintenance of the GF10 Filter A time frame in which septic tanks are serviced is set by state and local codes. Although they maybe different, most regulatory agencies suggest two to five years. VVe recommend the GF IO filter becleaned when the septic tank Is normally deaned and pumped or as needed. WARNING: If the liquid level in the tank is above the top of the filter, pump the tank prior to removing the filter cartridge. OCAUTION: USE RUBBER GLOVES WHEN HANDLING FILTERS! Step 1: Remove the septic tank cover and pump the tank if necessary to prevent any solids from escaping to the field when the filter is removed. I A Step 2: Pull the filter handle and slide the filter out of the case. Step 3: While holding the filter cartridge over the access opening of the tank rinse the cartridge off with freshwater. Take care to make sure all solid material falls back into the tank BEST TECHNOLOGY 3 Fairfield Blvd, Wallingford, CT o6492 1.877.765.950 Fax: 203-28"514 e(� er_ 04:nsert the cartridge back into the case malting sure that it is properly aligned and completely inserted into the case. Pa G TYu-Flow° Splitter System Innovative Splitter System Ti tat Evenly Divides Effluent Into Two To Five 'Lines ZAELLf/'P O� PUNfP COMPANY Trusted. Tested. Tough. zoellerpumps.com 800-928-7867 3649 Cone Run Road, Louisville, KY 40211 USA Designed to outlast concrete distribution boxes due to its sturdy, non -corrodible polypropylene frame. The system is made of two key parts: (1) the diverter basin and cover and (2) the adjustable diverter. The Tru-Flow® unit can tolerate settlement of as much as 15° front -to -back (30° total) and/or 12° side -to -side (24° total). Even with the housing out of level, the unit will evenly split effluent when the diverter is adjusted properly. The unique design has no parts to wear out and utilizes non - corrodible materials. Features • Tested from 1/10 gpm to 30 gpm flows • Patented bubble level built-in for easy adjustments • Field adaptable from 2 to 5 outlets • Can be configured as a recirculation sputter, offering 80/20, 75/25, 67/33, 60/40, and 50/50 rates 1 3.20.210 CL0073 0421 Sulwsede — 01s MANAGEMENT PLAN The owner of this Private Onsite Wastewater Treatment System (POWTS) shall be responsible for Its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. This management plan Identifies operation and maintenance activities necessary to ensure long-term system performance. Tarkc that should be performed by the homeowner are Identified. Professional management tasks shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code, however, it is the homeowner's responsibility to ensure all tasks get accomplished in a timely manner. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained In accordance with this approved management plan. ► 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 plan with your POWTS Maintainer at each visit; discuss any changes in product use, activities, or water -use. MANAGEMENT Design Parameters System Specifications Number of Bedrooms 3 Septic Tank Manufacturer Wieser Design Flow (gpd) 450 Septic Tank Capacity (gallons) 1000 Soil Loading Rate (gpd/ft') 0.6 Effluent Filter Manufacturer Best Standard Effluent Quality Effluent 1 Effluent Fitter Model GF-10 Biological Oxygen Demand (BOD) 220 mg/I Pump Tank Manufacturer Wieser Total Suspended Solids (TSS) 150 mg// Pump Tank Capacity (gallons) 646 Fats, Oils, Greases (FOG) 30 mg// Pump Manufacturer Per Installer Treated Effluent Quality Pump Model Per Installer Biological Oxygen Demand (BOD) - mg// Dispersal Cell Type Non -pressurized Total Suspended Solids (TSS) - mg// Conventional Fats, Oils, Greases (FOG) - mg// Pretreatment Unit Description NA Max Effluent Particle Size (in) 1/8 Homeowner Management Tasks I Professional Management Tasks Check (listen, look) for Repair leaks promptly. and dripping faucets. Regularly check for wet or spongy soil around your soil treatment area. Contact service provider if issues arise. Control burrowing animals (gophers, groundhogs, etc.) Keep bikes, vehicles, snowmobiles and other 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. Caps - Make sure that all caps and lids are intact and in place. Inspect for damaged caps often. Fix or replace damaged caps. Check recommendations. per manufacturer 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 (it 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. 3eptic system replacement area: Protect secorwrysysmm sfte from Mlle, compaction, eta (it PO WTS REGULATOR: ST Croix County Zon/ng Ofte ADDRESS. • 1101 Carm/ohae/ RD, Su/te 1200, Hudson, W/ 54016 PHONE.(715) 3864680 �— a STAR T-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 of the cells. Backup or surface discharge of effluent may also result 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. Inspections of tanks and dispersal cells shall be made by an appropriately licensed individual or business. ianK 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 opening5shall 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 lank liquid capacity. The effluent fitter shall be cleaned as necessary to ensure proper operation. The filter should not be removed unless provisions are made to retain solids in the tank that may slough off the filter during removal. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent fitter alarms may indicate surge flows or an impending continuous alarm and should be evaluated by a licensed septic professional. Pre-treatment components shall be maintained and serviced by a licensed septic professional according to the manufacturer's recommendations. CONT/NGENCYPLANS 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 equal performance. If the soil treatment component falls to accept wastewater 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 (if identified), or removing and replacing biologically clogged absorption and dispersal media and associated piping. If repairs or rebuilding is not possible, a new soil and site evaluation must be performed to locate a suitable replacement area if one has not already been identified. If no replacement area is available, a holding tank may be installed as a last resort replacement POWTS. If the septic system fails and/or is permanently taken out of service, the system shall be abani Admin. Code abandonment regulations. Requirements 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. Pane q Wisoonsin Department of Safety and Prolessional Sarvioes Pape 1 of 2 Division of Industry Servloss SOIL EVALUATION REPORT In accordance with SPS 3t15, Me. Adm. Code County Attach complete aka plan on paper not less than 8 1/2 x 11 inches in size. Plan must Include, ST Croix but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 040-1173-80-000 Please print all Information. Reviewed by I Date Personal information you Provide MaY be used for SeOmdarY Purposes NrN Law s. i b.us i m . Property Owner Property Location: Mark Swelland Govt. Lot NW % NW % S 24 T 28 N R 20 W Property Address Lot # Block # Subd. Name or CSM# 294 Cove RD 07 1 1 ST Croix Cove City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road Hudson JWI 54018 Troy Cove RD ® New Construction Use: ® Residential/Numberofbedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Sandy oulwash (Plainfield Is) Floodplain elevation 4 applicable NA ft. General comments and recommendations: Ir.gwa'omvarrllanal' trenches at 30' dopM whh 0.7gpol1l2 loa ft ram Iwsede. LF - WT (observason eximt) •'Test was to outside of at FEMA mapped floedplain area on the parch" FilBoring # ❑ Boring >103 . ® Pk Ground surface alev. 1()0.00 ft. Depth to limiting factor_ In Rein Arwdwafinn Rafe Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe 'Eff#1 'E11#2 1 0-12 7.5YR 2.511 sl 2fsbk mfr cs 2o-vf 0.6 1.0 2 12-37 7.5YR 313 Is Osg ml gs 2o-vf 0.7a 1.6a 3(5-io%gravel) 37-103 10YR4/6 - Icos-cos Osg dl - lo-vf 0.7a 1.6a 2 ] Boring # ❑ Boring Spit Ground surface elev. 98.00 ft. Depth to limiting factor 1>10E in. Srvl Amliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 'Eff#2 1 0-13 7.5YR 2.5/3 (likely fill) all lmsbk mvfr cw 2m-vf 0.4 0.7 2 13-24 7.5YR 2.5/1 (in -situ soil) sl lmsbk mvfr gs 3o-vf 0.4 0.7 3 24-56 10YR 3/4 Is Osg dl es 2c-vf 0.7a 1.6a 4 (5% grovel) 56-92 10YR 416 loos -cos On dl gs - 0.6 1.0 5 92-106 10YR 4/6 Icos-cos Osg ml - 0.7a 1.6a *Horizon 5 also had 1-2' It Ick bands of 7.5YR 314 Is-sl; loading rate uced For horizon to reflect lential for sl water mov t _- CST Name (Please Print) Signature CST Number Ryan Bechd 133DB32 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wfng, MN 55066 11114/22 (651) 327-0074 cRRa'rM /RnAH r1 ❑ Boring 98.25 >106 ® Pit Ground surface elev. ft. Depth to limiting factor _ in. aBoring # Soil Aoolication Rate Horizon Depth In. Dominant Color Mansell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/FP 'Eff#1 -Eff#2 1 0-17 7.5YR 2.511 - sl 2fsbk mvfr cs 3c-vr 0.6 1.0 2 17-32 7.5YR 3/3 - Is On dl gw 2c-vf 0.7a 1.6a 3 32A6 10YR 4/6 - grs Osg di gw 2c-vf 0.7a 1.6a 4 48-78 10YR 5/6 - a Osg dl ca 0.7a 1.68 5 78-90 7.5YR 314 - Is-sl Osg-Om mfr-ml cw 0.2 0.6 6 90-106 7.5YR 516 - s-cos Osg ml - 0.7a 1.68 ❑q Boring # N Boring 101.80 >105 ❑ Pit Ground surface elev. ft. Depth to limiting factor _ in. Soil AoDlication Rate Horizon Depth In. Dominant Color Mansell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Cor"erxx Boundary Roots GPD/Ft' 'Eff#1 'EM02 1 0-9 7.5YR 2.5/1 I 2fsbk mfr cs 2c-vf 0.6 0.8 2 9-44 7.5YR 3/3 Is-Icos Osg dl gs lc-vf 0.72 1.6a 3 44-105 10YR4/6 Icoscos Osg di 1m-vf 0.7a 1.6a Fs I Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor _ in. Soil Padicetion Rate Horizon Depth In. Dominant Color Mansell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 I -Eff#2 Effluent #1 = BOO, > 30 s 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L Pang 11 Designer. Ryon Bethel ® 2o22 Advanced Certified SoU Tester. 1330932 EnvfnNVnental LLC. Designer of Engineering Systems: D 2263-7 AN rights rmwved. SCALE 15' 01 30' — V- ADVA LA C E D drawn" 100ftft frlines om gel Bonin k . < . . system Sol Boring Floodplain BFE = 692.00 MSL (per flood study) Ne$ s, w -k R "OM -41 ate. Proposed well Pad elevation 97.30 F Gara9e � propo G -16J1 SOr a% LOT 6 COVE RD N pO /.-- fence ' a BM o• 1A. BM1 jjro� 00 \ / N BM 1 = 100.00 o Top nail in 2.6" Oak LOT 7 � (20 11 above grade) LOT 8 Proposed d stormwater BMZ = 106.85 basin Top of electrical transformer Man d46x1 andlm cwMeaW n trI and alYr erllfled SooWnad: ThY ry.le.n Igo. been ddignad oM evaluotea h mco.dorca .iM State arM Lard mdef. The oil tr'ea6nent area mel rrrdn pteMeied .. .. ._.. cwsVdftm -Re=mm "MUId IVW*0w lB1iu dD* e>V10.7PW baitp rate -Dbb M$hC en >1BS 0bmraWedK .Sbx - 7% DistribrlNo: LOCATION MAP (roc to soar) 296 Cove (O n �rn PREPARED POR: Mark SweBand Site Addren 294 Cove RD Hudson, WE 54016 PID:040-1173.80-0D0 *LoAae Legal: Lot 07 ST Croix Cove NW 1/4 NW 1/4 S24 T28N R20W Town of Troy Scale: 1' = 30'PwwPlle: W14M ! T Hove r / OAOR FLOOR -SIR iND FLOp1•�7I ROOK P� AA !P � S \y\may IEF ..E ` LFS' CONNECT - OUTS. MAINTAIN D DOWNSPOUTS. MAINTAIN AEI GAP AT DOWNSPOUT DO I P6 CONNECTION.1%MIN.SLOPEij"PERFCCTI �\ L 61 } 'C.2W r I � 1 �> SARAIIIII PPIPWS 2... T tw'a a / 2B I ` 2s Ay 1% MIN. SLOPE get I a' DEEP e 3z / O VEL CONSTRUCTION NOTES 1. cclaRAcT01t To REVIEW MCHTIEGITAAA N/VAI TO VERVY FINAL COFsmucnON DUENSIONs. 2 PRIOR TO CTMR MCM CONSTRUCTION, CONTRACTOR TO%WWY SITS FLMAND LOCAL REOUAEMENTS WITH THE LOCAL AUTHORITY a COMtACTORMVERm UIDERGFLoLAOUTRITESPFSORTO EXCAVATION WITH A WFILTER AREAS SHALL BE PLANTED DEEP ROOTED NATWE SEED MIX MIDI AS WWDOT MIX 76. PLANTED PER WSW SEMING SPEC 00. O MLTERS SHALL BE MAINTANED 0 ACCORDANCE WITH SECTION 23 OF THE EROSION CONTRID OL ASTCRMMTER MANK EMENT PLAN FOR 204 COW ROAD RESIDENTNI KR DNc SIIE DATED OCTOBER M.2M 0 Sp 00 — — Fw 00 CIE. ]S' B- SONNEPIMAG comworM:1LL. 616 TC%NER RA HVDM. WI SACM6 PH. 651-534-SSM \ - _ � OIIAf1101K ■ WTUMMATE CONTRA 10 C�CV/� (�I mnam NTDMu1[ ODnOW m Qa ., TD .RY ma -+- SILT FO?2 D -4 aftcool OF FLAW i ±Pow SAOT CmAroalm ` IDIPOR IIY ENAT a. CULVERT t PAD / } / J SHED N R V ��•� GRADING. EROSION CONTROL. AND STORMWATER MANAOEIAENTWAS DESIGNED BY CWF�TY LDM 0 lA ATD vS WlOTYATTp1E CRYSTAL RALEIGH OF BEN yl.R I, CRYSTAL M. RALEIGH. HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF WISCOMM IN ACCORDANCE WITH CH A-E A, VAS. ADM. CODE AND THAT GRADING a EROSION CONTROL SHEET4. AND EROSION OONTROL DETAIL SHEET T• WERE PREPARED IN ACCORDANCE WITH THE RULES OF PROFESSsONAL CONDUCT IN CH A{ 8. MS. ADM. CODE_ O2AOEAl A mmV SON 1110 EL9v J�TVIu I NEWAG 140LII DkMNTILE CONNECT TO DOWNIIEI mAIN7AiNAIRGAPATDOWkSPOUT 616T,"Ettp 1% MIN SLOPIE (J* PER FOOT) In fl�,N CONNECTION H 51113.�4-rQ LAPILI (,CA I 111--L, Ml� 11 L� L"IX: rv, Aw so 690 hOI asum x FEE - so a 6-j CoNT" 60 &TE�DAIIE goCdrGR , Is IT OVI FLOal • 66 I Do w 5 2NE, PL COR ROM -713 049 we 10 A IS CHL� x SO rzna MAINTAINAIRGAPAI DOWNSPOL07 CONNECTION ON[cnd OF R0. 1% MIN SLOPE q- PER Fool) a PIIDODS[D Soo* + EI(VAnI3N da, CULVERT TRACKING PAD W 7' aRAVEL SNIED X%,TD C�-� I.D. 00A I,� GRADING. EROSION CONTROL AND STORMINATER MANAGEMENT WAS DESIGNED By ms CRYSTAL RALEIGH OF SEH ftT, C _,y SONS BILICTION NOJU PLIIAI; to VERIFY F&I pj*ANDI�REOLREMI THE L(XAL�THCFtII ECRYSTALM RALEIGH. HEREBY CERTIFY THAT I AMA REGISTERED PROFESSIONAL. I c�MlovE.R"UND�MOLMUnLffiESMMME�VATION OF "SCONSM IN ACCOPIDANCE WITH CH A-E A. WIS ADM 4 S�LTER AREAS �L BE PI WITH DEW ROOTED NA" SEED MIX ENGINEER IN THE STATE S ASVIEW IMIA m PtAwEC`PER NSDJT5EEDNDSPEC M CODE AND THAT GRADING AEROSION CONTROL SHEET I. AND EROSION CONTROL 4 ,TM P,AL, RE "WAINED IN ALYORDANCE WTM 513 3 X O ID dl DETAIL SLEET 1. WERE PREPARED IN ACCORDANCE WITH THE RULES OF ErD M W MM AND STORMwATIER L4NAGEWKT PLAN FM pRDFE SSKN%L CONDUCT INCH A{6 WES ADM CODE ft,,O,ENJNL EI SITE DATED XT0KR A P• 13 ST. CRo NTY SANITARY SYSTEM OfficetlseOnly OWNERSHIPIADDRESS FORM Community Development Department will utilize this information to provide the property owner with Information regarding operation and maintenance of your new or replacement sanitary system! i his information will be provided as part of our ongoing efforts to protect public health, your well, groundwater, surface water, property values, and county resources. Once approved, this completed form and educational information will be sent to you by email. If you would like to view your issued sanitary permit online, you can do so by using the Property Files Scanned weblink. OWNER/BUYER INFORMATION Owner/Buyer Mark 8t Lisa Swelland Mailing Address 596 Grange RD City/State/zip Hudson, WI 54016 Phone Number (requ!red,952-210-0747 Email Address (required)Ivswelland@gmail.com Parcel Identification Number 040-1173-80-000 (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Property Location NW - - NW 'ia , Sec. 24 T 28 N R20 W, Town of Troy Subdivision Plat: 5-T' C.QQ f K Co Vc— Lot # Certified Survey Map Volume .Page # Warranty Deed # 1153990 (before 2006)Volume Page # Pec house 0 yes ■ no Lot lines identifiable ■ yes 0 no Number of bedrooms 3 S OFFICEUSE ONLY New Property Address 5T (verification of new address required from Community Development Department for new construction.) 2- (Staff Initials) (Date) This form must be submitted with all Private Onsite Water Treatment System (POWTS) applications. New System: Include with this form a recorded worronry deed from the Register of Deeds Office and a copy of the certified survey mop if reference is mode in the worronty deed. Community Development Department - Land Use Division 715-245-4250 Fax 715-386-4680 St. Croix County Government Center cddAsccwi.aov 1101 Carmichael Road, Hudson, WI 54016 wwwsccwi.aov �. NONE on SEEN :.N ■NNE : ■■ MEMO .• MEEE .:.. SEEN 1001 tmilifflill III V Z. IM®I . - =mPA00, WN m M::-.. m m Ila = - lJONmIMMINUIS M BIVC!Lxm7Am r.r rr I/niltMBrild ��. U � p� J m OWN �s � N # OD aooa W Wca umm m"R'l7 .1111U! SYVE ONO BD SET FOUPIDATXM A3 •r r'�w wer • ..w wr. pu t rra.r arr—sw�w. awpr�«m —G w� w� u 1 � ipwr�i.0 a•r�. at. ..m � rr n. •I n. w.. ... n. n. .r ♦ r•. p1 Vm ROON WIN LEVEL 101E BDOFT . IBkuRnlpu��W�~ SWYELLAND BID SET ER State Bar of Wisconsin Form 1-2003 WARRANTY DEED Document No. _ Document Name THIS DEED, made between Brent A. Wemlund and Patrice M. Wemlund, husband and wife ("Grantor," whether one or more), and Mark Swelland and Lisa Swelland ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, Slate of Wisconsin ("Property")(If more space is needed, please attach addendum): Lot 7, t. Croix Cove Subdivision 1153990 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 06/02/2022 01:04 PM EXEMPTO: REC FEE 30.00 TRANS FEE 2,5So.00 PAGES: 2 **The above recording Information verifies that this document has been elactronically recorded a returned to the submitter Recording Area Name and Return Address: Mark Swelland and Lisa Swelland xxx Cove Road Hudson, WI 54016 D4D-1173-80-000 Parcel Identification Number (PIN) This Is not homestead property. Town of Hudson, St. Croix County, Wisconsin. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: Dated: _� day of 022 eV a1 Brent A. Wemlund if Patrice M. Wemlund (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED 2003 STATE BAR OF WISCONSIN FORM NO. 1-2003 *Type name below signatures P.1 <:rmw r:rn mh, i iavwi In Porno t of •J AUTHENTICATION Signalure(s): Brent A. Wernlund and Patrice M. Wernlund, husband and wife authenticated on TITLE: MEMBER STATE BAR OF WISCONSIN (if not, authorized by Wis. Stat. 706.06) THIS INSTRUMENT DRAFTED BY Edina Realty Title, Inc. Cheri Brown 400 South Second Street, Suite 130 Hudson, WI 54016 ACKNOWLEDGMENT STATE OF ._ 1AJJS�(iNS ll`! COUNTY OF �7� � � V 7 /, Personally came before me this --�2 the above Brent A. Wernlund and Patrice M. Wemlund, husband and wife to me known to be the person or persons who executed the foregoing instrument and acknowledged the same. Cheri Brown Notary Public, State of Wisconsin My commission is permanent. (If not, stale the expiration date: 03/01/2023 ) C~f . ov �r (Signatures may be authenticated or ecknowledged. Both are not neoeesary.) NOTE: THIS 18 A STANDARD FORM, ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED 2003 STATE BAR OF WISCONSIN FORM NO. 1.2003 •Type name below signatures rit Crn,v r'.nnnhr 11a�ann Pansy 9 of S) Land between meander line ' ° i and lake is porfiofadjoining lof. is Minimum set -beck line for ss,w 'ff• ,_! buildings shall be /o ff from 77 1 i f street and 5 f-t from side lo-t line. A//d/sfoncea, lengqths and wid-ths 1 are measured 4o -the rreares-1 0.0/ er r° s+ of a foof: j = o -+ ottrf • Denotes iron pipe sake • iw o• a, w a°, ` + ' 2"Dia. x .9O'/ong, J.af lbs. per ff. �� Js• 2 / 3 ° Denotes iron pipe stoke t. It30"long/L/3/bs.perFf see os w sr>:ar +fi r , � 1y 0• °i. h 8 y •' 1 h 4 b' ,, , 06 nermw aos >t +• or of IR 5 1 . ° ss p rr kilos /97 1 es •r°' JO' ry 0 of 13s rlil ry+t• °jr'�s d ' '• . � i ei. �ti o tr. b I b R a •' . 0lo 1 '• 6 aY 'te � o � , • 91 is Pond -!ow 8 ti � N .. ps Ma- ti. t. �y •1 .. i 9 = / •� ° as • A. ro+':o• 3-1 rot f° 1J to rl. J ^ D• / pf � best o. 1 Na+,i. vt•• t� S. Ti 41, '= r�'yt4 1 JJaJ�MJ ww ft . , J. M f •AIy1�� 0~ o r D M• 12 i �1 O fe •0/' JJ n Goe ;J+ � i iy rr°.• e� "� 5 .b ��� .. ; °o. ° `" lit' =1b'= ��• ° .. .te f � v a s, ,/ SAVI / Unp/atted Land ss� rivate walk way fo beach area for /ot owners o 1) G'ST -ao as — d 85 Wisconsin D �c�aFofes 'onal Services f Page 1 of.Z Division , 12p22 SOIL EVALUATION REPORT �GC O I accordance with SPS 385. Ms. Adm. Code County �y ST Croix Attach oomple site plan on /2 x 11 inches in size. Plan must include, but not limited t : verticaE9n nce point (BM), direction and percent slope. Parcel I.D. scale or dimen it ns, d location and distance to nearest road. 040-1173 80-000 Please print all Information. Reviewed by n D yj Property Owner Property Location. Mark Swelland Govt. Lot: NW % NW % S 24 T 28 N R 20 W Property Address Lot # Blodc # Subd. Name or CSM# 294 Cove RD 07 ST Croix Cove City State Zip Code Phone Number ❑ City ❑ Village X Town Nearest Road Hudson IWI 154016 1 1 1 Troy Cove RD 0 New Construction Use: K Residential/Numberof bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or coT�wrclal — Describe: 4 '"�C Parent material Sandy outwash (Plainfield Is) Floodplain elevation if applicable NA ft. General comments and recommendations: In -ground •convantionar trwvdves at 3Kdepth wit 0 7gpdfR2 loading rate PDOVIA LF = >103' (observation extent) "lest arse is outside of all FEMA mopped 9oodPken ass On iM ParcN^ 1❑ Boring # ❑ Boring 100.00 >103 ❑� P l Ground Surface elev. ft. Depth to limiting factor in. Anil Amliratinn 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 1 0-12 7.5YR 2.5/1 sl 2fsbk mfr cs 2c-vf 0.6 1.0 2 12-37 7.5YR 3/3 Is Osg ml gs 2c-vf 0.7a 1.6a 3(5-10uenr-«) 37-103 10YR 4/6 Icos-cos Osg dl 1c-vf 0.7a 1.6a —] Boring # ❑ Boring 98.00 g 1>10E ❑� Pit Ground surface elev. fl. Depth to limiting factor _ in. Cnil Annliratinn 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 1 0-13 7.5YR 2.5/3 (likely fill) sl 1 msbk mvfr Cw 2m-vf 0.4 0.7 2 13-24 7.5YR 2.511 (in -situ soil) sl lmsbk mvfr gs 3c-vf 0.4 0.7 3 24-56 10YR 3/4 Is Osg dl cs 2c-vf 0.7a 1.68 4 (5% gravel) 56-92 1 OYR 4/6 t Icos-cos I Osg dl gs 0.6 0 5 92-106 10YR 4/6 Icos-cos Osg ml 0.7a 1.6a *Horizop,W o had 1-2' ick bands of 7.5YR 314 Is-sl; loading rate used for h zon to reflect tential for slow water move ent • Name (Pase Print) :CST Signature CST Number Ryan Bechel 1330832 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 11/14/22 (651) 327-0074 eon oqqn rDner1 ai ❑3 Boring # ❑ Bonng Q Pit Ground surface elev. 98.25 fl. Depth to limiting factor»06 in. Horizon 1 Depth In. 0-17 Dominant Color Munsell 7.5YR 2.5/1 Redox Description Qu. Az. Cont. Color Texture sl Structure Gr. Sz. Sh. 2fsbk Consistence mvfr Boundary cs Roots 3c-vf Soil Application Rate GPD/Ft2 'Ef1#1 0.6 'Eff#2 1.0 2 17-32 7.5YR 3/3 Is Osg dl gw 2c-vf 0.7a 1.6a 3 3246 1OYR 416 grs Osg dl gw 2c-vf 0.7a 1.6a 4 46 78 110YR 516 1 Osg dl cs 0.7a 1.6a 5 78-90 7.5YR 3/4 Is-sl Osg-Om mfr-ml cw 0.2 0.6 6 90-106 7.5YR 5/6 s cos Osg ml O.la 1.6a Boring # 0 Boring ❑ Pit Ground surface elev 101.80 ft. Depth to limiting factor »05 in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture ructure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPDIFe 'Eff#1 'Eff#2 1 0-9 7.5YR 2.511 I 2fsbk mfr cs 2c-vf 0.6 0.8 2 9-44 7.5YR 3/3 Is Osg dl gs 1c-vf 0.7a 1.6a 3 44-105 10YR4/8 Ico s Osg dl 1m-vf 0.7a 1.6a aBoring # ❑ Boring ❑ Pit Ground surface elev ft. Depth to limiting factor_ in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 'Efl#1 •Eff#2 Effluent 01 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOO, > 30 s 220 mg/L and TSS > 30 s 150 mg/L monny 3 Boring 0 q I Pit Ground surface elev. 98.25 R Depth to limiting factor "10 in. L� Soil lication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 'Eff*2 1 0-17 7.5YR 2.5/1 - sl 2fsbk mvfr cs 3c-vf 0.6 1.0 2 17-32 3246 46-78 78-90 90-106 7.5YR 313 1 OYR 4/6 10YR 5/6 7.5YR 3/4 7.5YR 516 - - - - - Is grs s IS-sl s-cos Osg Osg Osg Os m Osg dl dl dl mfr-ml ml gw gw cs cw 2c-vf 2c-vf 0.7a 0.7a 0.78 0.7a 1.6a 1.6a 1.6a 1.6a 3 4 5 6 L�J bonng 101.80 Depth tolimning factor "eO in. q Boring • El PH Ground surface elev. It. n9 Soil Iication Rate Depth In. Dominant Color Munsell Redox Dekcription Qu. Az. Cont. Color Teidure Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1Ft' Horizon 'Eff#1 'Eff#2 1 0-9 9-44 7.5YR 2.511 7.5YR 3/3 I Is -loos 2fsbk Osg mfr dl cs gs 2c-vf lovf 0.6 0.79 0.8 1.6a 2 3 44-105 1 OYR 4/6 Icos-cos Osg dl 1 m-vf 0.7a 1.6a ❑ Boring Boring # Pit Ground surface elev. ft. Horizon Depth Dominant Color Redox Description Texture Structure Consistence In. Munsell Qu, Az. Cont. Color Gr. Sz. Sh. Depth to limiting factor _ in. Boundary I Roots Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 305 1150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L 2 Designer. Ryon Bechd Certified Sol Tester: 13301132 Designer of Engineering Systems D 2263-7 SCALE 15' 0' 30' ©2° Advanced Environmentnrnental LLC. ADVANCED All rights reserved. E N V I R ON MEN T n L `4 Floodplain BFE = 692.00 MSL (per flood study) LOT 6 Pad elevation 97.30 *All Property fine. not Benchmerk drawn are >100f1 from system $ Sail BWN a COVE RD It a N fence ��� BM • � � � � � `� \Gar agle roPOS y i e°'A: so 1 @Way Proposed \ well BM 1 = 100.00 Top (2011 nail in 26" Oak - above grade) LOT 8 BM2 = 106.85 Top of electrical transformer fCD \ BMi LOT 7 Proposed �Ld stormwater basin Ly o rww staeww* 7Dm Mtn hm emsn 1 1, and waWAd In 000nae xs .an seaso and taml oodma The mod tuahrmt and "rut nawh patmaama hom dgbrlx w aMlw oonV=nm bAan wW ~ oonmbrc&m No yY fWN is tatoE TR%T ins SYSTEM sou OONT"K 70 n1NCMN aoveelaY. sewn mint be prapry mdntatrra ArAw your gown's mmnenrw Ow roc Wcrrrmtlm m papr -1 and Rxllro roan * I SYSTEM NOTE%_ - eJ11-I satic Yeah- i Pan o Tank Soil Treatrant Area- Fxamrad r,7WW-tsaarnWO Wiles at V ae0100.7WWbaunurae 4)tpn b reOXb n =>10S (obserahm eder J C~ - IMW •sboe=7% Distribudes: LOCATION MAP (not to mods) I PREPARED FOR: Mark Swelland Site Address: 294 Cove RD Hudson, WI 54016 PID: 040-1173-80-000 t1.0 Acre Legal: Lot 07 ST Croix Cove NW 1/4 NW 1/4 S24 T2BN R20W Town of Troy Scale: I" = 30' Date: 11/14/22 • / N �. FOR IS" a $ONWFNrAG A' 1E0 LE PERF. DRAIN TILE. CONNECT TO \ I 11 0.TNR.'rivvy DOWNSPOUTS, MAINTAIN AIR GAP AT DOWNSPOUT AIA iJw \ eY 9D \ CONNECTION. 1%MIN. SLOPE II� PER FOOT) ,.� \ I { Wb50N,V11 5[w1 5.1ID t-33•-333_' / D 1 av- R> �Tkp x LAND BOLUTOM 1 $92e2 I \ )wTUNaf`NLwn<I 4 y^ O \ `9�- •' \ KL\f IINZI r, (YNL. eNlf b90 r RFpe t7���E • D , ( I MI W ub) X \RAGIE FFEEPIS No �\ FTEeq•sHOUSE )j �J TpFL00111- 07 aN // r 4Q�1 # \\ .•a. ;.,� .,y,.1ao ` t`1 ., a / ROC , PTJuc . )9 ` EBy /, O W 9 i �l g01r , G:J _ TEMPORARY NTCR X / al"\ �110 LRD'PERF. DRAIN TILE. CONNECT DOWNSPOUT. X \ \ 1! 6 -'° b � / MAINTANAIRGAPAT DOWNSPOUTCONNECTION. \\ sy Dy 1 yJ r A ITw¢ / t , 1%MIN,510PE(+'PER FOOT) "`111 P-�''J'• \ 6 ee \ �^\\ I D �► DRECRDN w noIF 'lbj� `\ }, \` �EB}` l C ` ( ua PIDPGSO SOT Q N.E1 / \ \ •� \ CULVERT I PAD SHIED � INC _ _ _ GRADING. EROSION CONTROL. AND STORMWATER MANAGEMENT WAS DESIGNED BY COaMTY IDAR DATA AMID DPS 00SVR!YA7I0IS CRYSTAL RALEIGH OF SEH CONSTRUCTION NOTES I CONTRACTOR TO RENEW ARU9IELILRAL PIAI6 TO VERIFY FINAL CONSTRUCTION OMEAI9rp6 N 2 PROR TO COMMIE NCNG CONSTRUCTION CONTRACTOR TO VERIFY SITE P1ANAND RE NDERs WTNTHE OFtT RIFN A CONTRACTORVERIFVINCERCIIIOIAO MUMS SVDw AS NATIVE • NOTLLTER AREAS 9wRl. BE RANTEDWTn DEEP ROOTED NARYE SEO ARA DEEP ROOTED PROFESSIONAL RAI-EIGSTATE I.CRYSTAi- IIIGMER4 CNSIINACCRDNE - AS WBOOT A W SOOT SED]NG SPEL 25. PITAIWO THE OFWISEREBY N TIE STATE OF WISCONN WITH CM N ACCORDANCE WITH CH A{ A, WLS ADM 8101" TERS D11NL BE I•IIND BE IN ALCOROANLE WEN ON l T O O CODE CODE AND TINT GRADING • ER N CONTROL C A, AND EROSION CONTROL 111E EROSIONCONTROLL STORIN THE E PLAN F RAN FOR 2N SHEET ED I CE NRT1R THE RULES OF ..`v'IR.•I COVE RoID Ii£sIOENIIAL IAAu1NG SITE DATED ocroREa 2e.]ro2 F°N EKSTORNMTER OOCrOBIR PDETAIL ROFESIONT,WEREPREPAREDNACCORDANCE PROFESSIONAL. CONDUCT NCH A{D. WITS ADM CODE via-r 7 Ad? 1 , I � NBu 1`.n.>. 1. • 2'DEEP BIOFILTEL II m`yE 510P9 I ONE r FLOOR • E ZA F FLOOR .7ft 1& CONSTRUCTION NOTES 1. CONTRICTOR TO REVIEW ARI'JETECRnIi R/BIB TO YERiY RHAL z PTionmcor,ENallo wHHSTRuc„oNowmEcrBRrovelrr TSTE PLAN AID l0T'x IEaAREMOnB wTH TIE IDClL AUOCRTTY. 1 CONTRACTptTO VERFY VHOEROROUTD URRESRSOII TO FJCANITION • SIOFLTER AHEM SIMLL BE PUNTED WITH DEEP ROOM NATNE SEED LAX MCl1 AS WBWT W IS, RAM® PER WHDOT REEDING SPEC ESO OIOFlT9Ms RE MNNFAIED N ACCORDANCE WON SECTION 13 OF THE EROSION CONTROL AND WORM MTER AtINNAOEEENT TLVI FOR a 004 Row REsaertuL SUILOI G SITE GATED OCTOBER X 2= uoEEi•reiroEuwTrc`mwME+cTro'`` `� DOYR45POMTI MASRANANEA►AT OOWIIN'OIRj \\ \ M6 TOWER W. f0111ECNOM. 1% UK StM Ir KIN TOOTH HVDSON. Mn 510M 1 HSLY I ` \ yI1' \ �`, MIBINOANifKE `, �, wNLvercn.-RAROOT ` I HANSON. W BHON PH. 651.3344= REGWJMiMs I BED, a 6 \ I 05 ++ N• 1 a \ � � ll���Jl ' aaa + \yC\�•\\ V _ `` •` \\\VVV\ Npp 4 � tl.l NTD@ATE BcanaAN .APE) — BAT RNCE 1% MIN. SLOPE II' PER FOOT) ■n6A7 "�\4_ _ N D >D eo Po.I \ I CLLVEFFT RIIIIIIIIIIIIIISROW PAD , I _ DLVAWNS "iii AIE ,N luw ,PBs TMn aonm R,ON m No Mwff Ian au AN GRADND,E3toeloNca+maE. AND srawvwTERMAHACEEortwnsoESlcNmEn aamlWnos CRYSTAL RALEIGH OF BEN. M.. � I, CRYSTAL M RMEIOH, HEREBY CERTIFY THAT 1 AM A REGISTERED PROFESSIONAL ENGINEER N THE STATE OF WIS :ONSN N ACCORDANCE WITH CH. A-E •. WIS. ADM CODE AND THAT ORADINO B ER06ION CONTROL SHEET •. AND EROSION CONTROL DETAL SHEET 7, YAM PREPARED N ACCORDANCE WTH THE RLRES OF PROFESSIONAL CONDUCT N CK AE S. WL ADM. COOL Kevin Grabau From: Advanced Environmental <contactadvancedenvironmental@gmail.com> Sent: Wednesday, December 14, 2022 2:59 PM To: Kevin Grabau Cc: John Pelke Subject: Re: Swelland - Sanitary Permit and stormwater basin Follow Up Flag: Follow up Flag Status: Flagged Kevin, It certainly isn't ideal, unfortunately, the spatial constraints of this site necessitate the placement of the trenches adjacent to the proposed infiltration basin. I looked over the Stormwater Management Plan for the basin including the soil borings provided by Thomas J. Schmitt. He indicated sand to gravely loamy sand soils continuing down to at least 82" (directly beneath the proposed basin). Given the limited area of runoff (driveway/parking only is my understanding) to be intercepted by the proposed retention basin, the frequency and duration of water collection should be limited. The design of the east basin indicates all water collected will be infiltrated within 5 hours following a maximum rainfall event. Much like POWTS trenches, these systems are designed to move water away vertically, not horizontally. While some horizontal infiltration is certainly possible, it should be very minimal given the course texture of the subgrade soils. The trenches are also positioned uphill of the basin near the peak of the lot. Infiltrated stormwater that does flow laterally would follow the natural subsurface gradients which head west towards the waterfront (i.e. away from the trench). As drawn, the western edge of the lowest trench is approximately 10 feet (horizontally) from the edge of basin. All effluent will be treated within 3 feet vertically and horizontally of the trench as per WI code. Taking all of this information into account, it is my opinion that the infiltration is not likely to cause saturated conditions beneath the adjacent POWTS trench or significantly reduce its treatment capacity in the long run. As a matter of precaution, however, the system loading rate was reduced to 0.6gpd/ft2 (instead of an allowed 0.7) and the trenches are being dosed via a distribution box to encourage even dispersal and lengthened "dry periods". I share your concerns regarding the potential disturbance of the septic area by construction activities. I spoke with John this afternoon. He will be out to fencece/tape off the entire area to ensure it doesn't become a parking/staging area. He mentioned he would also discuss it with the builder/designer to make sure they were aware. Let me know if you have any questions. Thanks! -Ryan On Wed, Dec 14, 2022 at 1:33 PM Kevin Grabau <Kevin.Grabau@sccwi.gov> wrote: Hello Ryan and John, I am reviewing the Sanitary Permit for the Swelland property, located at along Cove Rd, in the Town of Troy. I have a few questions for you. I have scanned in 3 different site plans, see attached PDF. The PDF has a Grading & Erosion Control plan, the soil test site plan, and the Sanitary Permit site plan. 1. In reviewing the Grading & Erosion Control (GEC) plan, the East Biofilter has grading around the edges in order to create the biofilter (stormwater basin). There are elevations listed for the top = 693.5' (MSL) and BTM = 692.0' (MSL). The elevations on the site plan for the septic installation are set to the BM = 100.0' There will be grading in the western portion of the soil tested area to create the stormwater basin. I have scaled off the approximate locations of the soil borings on the GEC plan. The system elevations in the sanitary permit show that the system will be installed at 2.50' below grade/contour. Then there must be 36 inches of suitable soil below the system elevation, which means a total of 5.50' below grade/contour. (approx. 697.0 — 5.50 = 691.50' for the west -most trench. Since the top of the stormwater basin is 693.5' there is potential for the basin to fill in with water, at least periodically, which could saturate the soils below the system elevation (treatment zone), since the trenches are next to the stormwater basin. How will the system be protected against this potential periodics saturated conditions? Perhaps the trenches are located far enough away that this will not likely be an issue often? Just trying to think of this now, prior to installation and issues. I am not sure whether they provided you with the GEC plan, as they show disturbance in a greater area than just the stormwater basin. 2. 1 will have our staff include a Condition of the Land Use Permit, that the system area be flagged or roped off, so that there will be no site disturbance in the area where the trenches will be installed — both initial trenches and replacement area. Would you like to be the ones to flag this area to ensure that there will be enough area for the initial and replacement system trenches? This would not have to be done immediately, but certainly prior to any site disturbance. There isjust no other location for they system to be installed if the soil tested area would be destroyed. Mike Wozniak, Land Use Administrator, is working with Swellands, SEH Engineers, and Stantek on other issues, including the stormwater plans. Thanks. Kevin Grabau I Community Development - Land Use Planner ST. C R NTY 2 From: Kevin Grabau <Kevin.Grabau@sccwi.rtov> Sent: Tuesday, December 13, 2022 2:53 PM To: Kevin Grabau <Kevin.Grabau@sccwi.sov_> Subject: CDDIal This E-mail was sent from "CDDIAl" (IM C4500). Scan Date: 12.13.202214:52:32 (-0600) Queries to: helodesk@sccwi.Aov_ Kevin Grabau I Community Development - Land Use Planner 1101 Carmichael Rd Hudson WI 54016 T: 715-381-4382 1 C: 715-716-0698 Kevi n.Grabau@sccwi.aoov ST. C 0 NTY 'r.' irNsu Advanced Environmental W11932 560TH AVE Prescott, WI 54021 (651)327-0074 contactadvancedenv.wixsite.com/septic 3 9 Be"©zozz Ae ftl U ---� °« .Be 1E� �C ADVANCED 0 11tttr of EnyMpring S)ptww D 2263-7 AN • o-& mwrved It 3CAL$ ON 30 Roodplain BFE = 692.00 MSL (per flood study) .z Pad elevation 97.30 PZ 71 1 i i Newt$ , ._.. �3�� 'AN oramiy &M nd Sw ch,rrk - syffr no= . >> Dort rtom li� Sol Bvwv T__ LOT 6 COVE RD —� r✓ Q C O p0 0 !V N p0 fence i bw I e z ► pro��sa� I � � jotjV -sot , eway Proposed well BM 1 = 100.00 v, Top nail in 26" Oak — (2011 above grade) LOT 8 Proposed stormwater BM2 = 106.85 basin Top of electrical transformer BM1 O 0 LOT 7 Pump Took• Soil TMtMMt Am 4bo omd nyoud'oonRneomf Ywdw p 711' d10,0 0.typ W wprgrae *rAw_,MM ,qv _n LD wmN mp ont 10 wro) z PWNA�.M- MWk Sw4ftM 1MCon PD attdott, w1 SQ16 M. "0417340 00 •LOAm L * Lot 07 ST 01rkt CM M1/4 61MI t/4 Tin of TOM, . . . . • -_...—. . orr r t....+ . n,. , ram, A ..e r..r ...d, r oWft l tmm &*.wM m Wr on*p/po WM ad aftr pm>imiM 1%.AbN r . Vr r*w: 11/twu Sol T ter. E � ADVANCED c«lmsd sdl Tutu: 1330632 �+ u.c Desow o1 Engh" Spfemx D 22C�3-7 AN �& SCAU _ Floodplain BFE = 692.00 MSL 0' 15' 30' (per flood study) t30' 4" LOT 6 sch 40 PVC Pad elevation 97.30 T-� it T71 ' - C N c� ew'3$R y f 115' 2" 0 - sch 40 O 2 PVC O O Z �' Gar ad Proposed./ well BM1 = 100.00 Top nail in 26" Oak (2011 above grade) t-Opok -d P -.j SOP BM1 _ Proposed stormwater — LOT 8 basin L„ BM2 = 106.85 Top of electrical transformer (3) 54' Infiltrator Quik4+ STD trenches (13 chambers/trench) •AM prop" rtu not Said im Charm n Wo>,oNfrom SyMM Soo Sara /J COVE RD -� I h J Zoeller O Tru-Flow splitter box ►A BM Z no! ,0380� jok 1 i �r� fence to be removed LOT7� �L UWW M • VW" hW b� w mane .Nn %a% OW teed me.i ^ .�•••••••••• .... w•e TN.. W W@Wr".�01�0 � T� � hdn dMeMs wi�w owlpdM. YN.� rd 11�r Mr4ue°w T� �Yfww 100Dl91 PIon2<oagri.t Sit �a � ratan irlPree aWGF-10ftWorm 40 W aub 4*K M x rRoes Wa s"kWt PMM Tut: Z%'M .Me�.v aaa.emnaW� {,q N Yi�hrlyi�kblDpMis TIMA' now; M.Mcs. TLMMMan wkr, mjoorirr A,NXWM nNAM=Aoaw 'Fahre rut aYrdrMw. hert'L MpC. and a�e.de' c �I ac try a a iwn�.rn y `N Mea re: d aerct ■ ra14aad ""moot s w k &V 7cwt, Me Wftft ^ Dbulbudon: -0nd�rddititro .Corn Twfhe a pMY1.r..aa foi �asNrtti.R,lwarraa LOCATION PUP (mt is (o PRHPAIM ROR. , MurSweb d I 294 cove RD - ftX%M w154016 I N PID: 040-117 UMM: Lot D' NW S' , Sca" 3 -8"Oe+ri 5EU01k.00UNW Np.648406 STATE SANITARY PERMIT M ;zqy C04 eb PREVIOUS NO. OWNER jORK k Ida 5W&4&M PLUMBER TOWN OF I SEC_21_jT AND/OR LO L Lic.# R3/3 N, R TBLOCK "O'sa' �E SUBDIVISION CHAPTER 145.135 (2) WISCONSIN STATUTES (a) The purpose of the unitary permit Is to allow installation of the private sewage system described Ia the permit. (b) The approval of the unitary permit is based on regulations in force on the date of approvaL (c) The sanitary permit Is valid and may be renewed for a spect5ed period. (d) Changed regulations will not Impair the validity of a unitary permit. (e) Renewal of the unitary permit will be based on regulations in force at the time renewd is sought, and that changed regulations may Impede renewaL (i) The unitary permit is transferable. History: 1977 c.169; 1979 c. 34,221; 1951 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. SA ZED IS ING OFFICER - DATE 'IfO 3 �� SUNLESS RENEWED BEFORE THAT DATE POST IN PLAIN VIEW VISIBLE FROM TH RQAD RONT THE LOT DURING CO S RUCT ON SBD-06499(Rl1/20) • � � ��� �i�