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Home My WebLink About18-26S�DO2n JUN 22 2023 J L Reset Wis. Dept. of Safety and Professional Servi sy � 2h � � Division of Safety and Buildings SOIL EVALUATION REPORT Bayfield Co. ,�// Planning area Zoning AgencPage / of T in acco ce with SPS 385, Ws. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and !' percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. y'.q 3 o1•a iZCY•r3•Z dooz' iocvro 1OPlease print all in#�n.TEST #12 ' o Reviewed Personal informatlon you provide may be used for seconds I' Date ry purposes (Privacy Law, s. 15.04 (1) (m)). /c _ hy7x 7h _ ,t/_,i'/ i r-1 uperry Location e't Own., ,4Na "/6*A L.% rGovt. Lot £ 1/4 1/48 %5 T 4¢ N R E (o� Property Owners Mailing Address Lot # Block# Subd.Nameor CSM# ¢'(4,�, vey W � City 2 State Zip Code Phone Number ( ) N/// S'jj.r�.¢ Ih' Ullage Town Nearest Road 84/7N&1'o,tb fl New Construction Use Residential! Number of bedrooms Replacement I Code derived design flow rate %.JD GPD Public or commercial - Describe: Parent material Flood Plain elevation if applicable General comments � ft and recommendations: Boring # ® Boring Q Pit Ground surface elev. ..ISO ft Depth to limiting factor /35 in. Horizon Depth Dominant Color Redo. Description Texture Structure Soil lication I in. Munsell . . QuSzCont. Color onsistence Or. Sz. Sft Boundary Roots GPD/ft 2 / o/i 5yp µ A'4 5 /S ff#1 ff#2 /I-33 S )'/T ti'4 NL( l5 3 » 5YR 1/L /V, S 7 /. Z 4 NA 7 /,L S &o v>' SYR s y5/2% .SY,p 44 NA 5 • /.Z 7 /1/-/3s 5YR 9#c 'VA /. Z aBoring # Boring c5�' 7 '7 /. Pit Ground surface elev. .f2/.E' ft. Depth to limiting factor '7O in. Horizon Depth Dominant Color Redox Description Texture Soil lication R Structure in. Munsell Ou. Sz. Cont. Color onsistence Gr, Sz. Sh. Bounds Roots ry GPD/ft2 / o ..Z, SYk '3/4 NV 'S , ff#1 ff#2 Z Zi-3$ SY y/4, 5,7 /,Z. 3 35-32 SYR i%. S o 7 /'2 `r SZ G3 $YR Ns1 7 1.2 S 3-`/z 5Y N4 CS vj / ' sy4 NQ Y " 7 f. 7 a-lyo YR )1.s NA 5 ' 7 /. z CS r' • Effluent #1 = BOD > 30 <220 mg/L and TSS >30 <150 mg/L CST Name (Please Print) ' Effluent #2 = BOD • 7 _ < 30 mg/Land TSS ≤30 mglL /'(v _ Signature ✓ vA//f RAsp/US,Sa'/ %}(--�_ N umber Address -CST z2 -1s ZZ/,S/ 4, HL u iCavArrduFH RD, Ci+9iE Date Evaluation Conducted hi Telephone Number S96t1 ioZ3 / 7St$ avz≤4- fr Property Owner /4ivy DINE M%LLG Boring # Boring p;t Ground surface elev. Horizon Depth in. Dominant Color Munsell Redox Description I Cu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPO/ft 2 ff#1 * ff#2 o- 5YR '%% NA 15 2M,5k 'n 1 CM ii •7 /,L Z 8 -IS 5YR 4 Nd iS Z M3M m c -by l yn '7 I.?. 3 Zed? 5v 5 bs ml cW - •1 IL 4 80 //n ,5YR ✓o N e5 O /4 CtM — 7 i, 4 .S /AD -Iz3 5'/Q 46 ml Get _ . 7 11 Z ro rz3 i 5YR s/4 N6 c5 657 m 1 — — • 7 i. 2 F1 Boring� Boring # p;t Ground surface elev. ft. Depth to limiting factor in. I Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Cu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence oundary Roots GPD/R 2 ff#1 * .ff#2 Parcel ID It °'/'�)5`-Z'V 'c39•/.i 9 o5•ooZ•/0000 _ft. Depthto `/" in. Page 2 of 4 Snit Aoolic tion Rate I Boring ❑ Boring # - - Ground surface elev. ft. Depth to limiting factor Pit Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Cu. Sz. Cent Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots * GPO/ft 2 ff#1 * f#f2 f *Effluent#1=BOD ,>30<220mg/LandTSS>30-≤150 mg/L ...*Effluent#2= BOO. ;≤30mg/L andTSS ≤30 mg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay. SBD-S33OTes1 (R I1/11) elAwy j°/NES "AVAy'EMEt,- LLB 696 6 . C/7Y W FKIyY eao i PM /de/a, /14Y 5534# Lor 2 o F SovexNMt*7 Lor 2 S/f r4#, P9W roWW ar 2A/ES, es/nab a,/ Iqf FkE No- 49L /S / Td x I'v. /9l00 ® VRP foe ropo# e. r4iNrn'P FersAoario-V W4LL (CON c49 f bo/L n7• (CiSN ep/_ /o/.Z$'/ Q 30/4. 3oiw)V1f t-zay. �C / -- 99.'Say E1EV•d-9Z ISYxrEM SCY 9Soo' .iS tsr,!/ssv csrn 1Z/S/4 RECEIVED JUN 222023 Bayfield Co. Planning and Zoning Agency let Al 4 A 9/4 RECEIVED JUN 222023 Bayfield Co. Planning and Zoning Agency Soil ProFie Sheet Owner: MdNY NLNQCENG'Jvr�y/S Soil Tester: 1�4SMUSs�Ji! System Elevation: 9S' Load Rate: SYstzm Range. 9$to. 8I�9�sa' 8Z !oi•/ L !a2 /o/ T IL JUN 222023 IM -540 _ N F I LT R AT O f Bayftid Co. tanks Planning a d Z.,: n envy Features & Benefits The Infiltrator IM -540 is a lightweight strong and durable septic/pump tank. This watertight tank design is offered with Infiltrator's line of custom -fit risers and heavy-duty lids. Infiltrator injection molded tanks provide a revolutionary improvement in plastic tank design, offering long-term exceptional strength and watertightness. • Strong injection molded polypropylene construction • Lightweight plastic construction and inboard lifting lugs allow for easy delivery and handling • Integral heavy-duty green lids that interconnect with TW'" risers and pipe riser solutions • Structurally reinforced access ports eliminate distortion during installation and pump -outs • Reinforced structural ribbing offers additional strength • Can be installed with 6" to 48" of cover • Can be pumped dry during pump -outs • Suitable for use as a pump tank or rainwater (non -potable) tank • No special installation, backfill or water filling procedures are required • No special water filling requirements are necessary • The tank may be backfilled with suitable native soil. See installation instructions for guidance. Protecting the Environment with Innovative Wastewater Treatment Solutions I N F I LT RAT OR water technologies IM -540 General Specifications and Illustrations The IM -540 is an injection molded two piece mid -seam plastic tank. The IM -540 injection molded plastic design allows for a mid -seam joint that has precise dimensions for accepting an engineered EPDM gasket. Infiltrator's gasket design utilizes technology from the water industry to deliver proven means of maintaining a watertight seal. The two-piece design is permanently fastened using a series of non -corrosive plastic alignment dowels and locking seam clips. The IM -540 is assembled and sold through a network of certified Infiltrator distributors. Must be backfilled and installed in accordance with Infiltrator Water Technologies, Infiltrator IM -Series Septic Tank General Installation Instructions and for shallow ground water conditions reference the Infiltrator IM - Series Tank Buoyancy Control Guidance. Please visit www.infiltratorwater.com/images/pdf/ ManualsGuides/TANK01.pdf for the latest information. Total Capacity 552 gal (2090 L) Length 64.9"(1648 mm) Width 61.7" (1567 mm) Height 54.6" (1387 mm) Maximum Burial Depth 48" (1219 48" mm) Minimum Burial Depth 6" (152 mm) Maximum Pipe Diameter 4" (100 mm) Weight 169 Ibs (77 kg) INFILTRATOR 4 Business Park Road P.O. Box 765 Old Saybrook. CT 06475 860-577-7000 - Fax 860-577-7001 1.800.221.4436 W ww.infittratorwater.com CONNECTION TOP VIEW lilt trnl END VIEW SECTION A- A' CONTINUOUS GASKET TANKTOP HALF $EAM QID TANK INTERIOR ALIGNMENT DOWEL TANK BOTTOM HALF MID -HEIGHT SEAM SECTION DETAIL 'ENINe NITH LOCMNG LID U.S. Patents: 4.759,661; 5,017.041; 5,156.488: 5,336.017: 5,401,1,6: 5,401,459; 5,511.903; 6.716.163: 5.588,778; 5,539.544 Canadian Patents: 1,329.959; 2,004,564 Other patents pending, infiltrator, Equalizer, Ouick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Menoo. Contour. MicroLeaching, PolyTuff, Chamberspacer, MullPorf. Posil.ock. OuickCut 0uickPlay, SnapLock and StreghtLock are trademarks of Inflitrator Water Technologies, PalyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-11T5. INC. Uftra-Rip Is a trademark o1 IPEX Inc. 52013 Infiltrator Water Technologies, LLC. PII rights reserved. Printed in L.S.A. IMl1 1116 wontacx mnnrazor water I ecnnOrogles' I ecnntcaii ese"Tces ueparunent Tor assistance at 1-UUO-221-443b water I ecnnOlogles' I ecnnscaii .services Ueparunent Tor assistance at 1-UUO-221-4436 PSC-Series Biotube® Effluent Filters Optional float switch bracket 1�I Applications RECEIVED Handle Orenco PSC-Series Biotube Effluent Filters are designed to remove solids from effluent leaving wastewater tanks. JUN 222023 General ppi�nn Ba fieb Co, Orenco's patent -pending PSC-Series Biotube Ettlueni I d Z°are 3se`JfPo`, improve the quality of effluent from wastewater tanks. Improved effluent quality extends drainfield life in onsite dispersal systems and improves the performance of downstream treatment in effluent sewers. The Biotube filter cartridge fits lightly in the housing while being easy Biotub e fitter to remove for maintenance. The passively self-cleaning design extends cartridge maintenance cycle intervals. Filter mesh is available in 1/Bin or 1/16in (3.2mm or 1.6mm) mesh opening sizes. The handle can be extended with PVC pipe (not included) for better access to the cartridge. A 3/4in (19mm) diameter tee handle is included. Models PSCS0621-18 and PSCW0621-18 are NSF 46 certified. Deflector plate Housing Orenco PSC-Series Biotube Effluent Filter Standard Models PSCS0621-18,PSCW0621-18,PSCPS0621-18,PSCPWO621-18 Product Code Diagram PSC Q Q o6 21-18-❑ Tat saint bracket option: Blank = no (loot switch bracket installed A = float svrikt bracket installed B = for usevM Orenco M -series tanks AB = float satch bracket instated and for use YAM Orenco M -series tanks Cartridge height. in (mm): 18 = 181457) Alter tpusup height, in (mm): 21 = 21 (533) bin (150mm) filter dIameter Outlet tee: W = includes adapter for Type 3034 outlet S = rds3chedule40outettee Filter mesh option, in (mm): Blank = 1/8 (3.2) P = 1116(1.6) PSC-series Biotube' effluent Nter Materials of Construction Housing PVC, ABS Biotube filter cartridge Polypropylene, DCPD Handle components PVC, stainless steel Deflector plate ABS Orenco Systems' • 800-348-9843 • +1541-459-4449 • www.orenco.com MD-Fr-FTS-2 Rev.3 ® 06/21 Page 1o12 rt Specifications RECEIVED JUN 222023 Bayfield Co. Planning and Zoning Agency Model PSGS0621-18 PSCPS0621-18 A Overall height, in (mm) 22.7 (577) 22.7 (577) B. Housing height, in (mm) 21.0 (533) 21.0 (533) C. Cartridge height, in (mm) 17.75 (451) 17.75 (451) D. Outet pipe diameter, in (mm) 4.5(114) 4.5(114) E. Outlet height to invert, in (mm) 13.5 (343) 13.5 (343) F. Deflector plate diameter, in (mm) 6.63 (168) 6.63 (168) Mesh size, in (mm) 1/8(3.2) 1/16(1.6) filter surface area, fit (rn 6.3 (0.59) 6.3 (0.59) Flow area, ft(mZn 1.9 (0.18) 1.9 (0.18) Filler area is defined as the total surface area of aaindlvidual 8/elites within the fitter carhidge. "Flow area is defined as the total open area (or area of the mesh cpenMgs) of all the indhidual Brotubes within the filtercadddge MT"FT'FTS"2 Brenco Systems O • 890-348-9843 • +1541-459-444f) • www.orenw.com Rev. 3 0 0621 Page 2 of 2 B =YFIELD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: MANY PINES MANAGEMENT LLC, 6466 CITY W PKWY EDEN PRAIRIE, MN 55344 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00391 Transaction Number: SR -00391-43337 Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 3281 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 4/1/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.