Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
006-1074-30-000
Wisconsin Department of Commerce Safety 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, s.15.04 (1)(m)], Permit Holder's Name: City Village Township Trallany Steinlicht TOWN OF CYLON CST BM Elev: Insp. BM Elev: BM Description: RA:aiy\f_eA TANK INFORMATION TYPE MANUFAC RER CAPACITY Septic ;ot V Dosing Aeration TANK SETBACK INFORMATION TANK TO P/L WELL BLDM. Vent fo Air Inta e 1 ROAD 1 Septic 7 156' ]8' Dosing � � 151 Aeration Holding PUMP/SIPHON INFORMATION SOIL ABSORPTION SYSTEM ELEVATION DATA County: St. Croix Sanitary Permit No: 651346 State Plan ID No: 102302246-C Parcel Tax No: 006-1074-30-000 Section/Town/Range/Map No: 33.31.16.503B STATION B� HI FS ELEV. Benchmark b Alt. BM Bldg. Sewer Ibl. SUHt Inlet 1-6) �J Outlet Dt Inlet Dt Bottom Header/Man. O �� Dist. Pipe Bot. System Final Grade .` y 7 BED/TRENCH DIMENSIONS Width Len th No. Of s PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Ty f System: I D ? 11 ft6 ?,5 1 O I UNIT Model Number - 1 1 DISTRIBUTION SYSTEM --� �,_� �, , ,�Am_ Header/Manifold �� Length Dia Len 9 Distribution t �� Pipe(s)2 Length J17W Dia Spacing_ 9 x Hole iz x Hole Spacing • Vent to Air Intake SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Only n..,o- A. AA11,oni Depth Ovp, a Depth Over xx Depth of xx Seeded/Sodde xx Mulched Bed/Tr;:nch Center Bed/Trench Edges Topsoil 7 Yes No � ❑ Yes No ❑ ❑ COMMENTS: (Include code discrepencies, persons present, etc.) Location: 1879 CTY RD 0 1.) Alt BM Description = i�wok/fy 2.) Bldg sewer length =901 - amount of cover =zery Inspection #1: In ection #2: vLow I 11?0 12.5 � Ix Go�rtrt(� Wi*% Sa4 +od&A k4.1 rain -1m;l1* f V ompr�✓ Plan revision Required? ❑ Yes [k No 3 Use other side for additional information. P 7 I SBD-6710 (R.3/97) Date Un s or's Signature Cert. No. 5�4&-2023-2-,5 2- Industry Services Diviion 4922 Mofimn Yards Way County tT ON MadLwal, W1 53705 1 Number( be filfed SanitaryP.O. in byo C.) f 01 Box 7162 Ma&vx� W1 53707-7162 t5J �LY6 =am Sanitwy Permit ApWication State Tr eon Number in accordance with SPS 393-21(21 Wis, Adm. Code, submis&� of this form to the umupmue gDv =mental unit 'W ���� �'� 6 e is required prior to obWning a mmkvy permit. Note: Application fbrms for sta"wned POWTS are submitted to, Project Address (if diffi=t than mailing ukhess) the DcpaMem,ofSafety and Pi 6 sskwW SeMets. Pamonal infbomatkm you pnrif& nuybe used for secDndwy in y- c a a rdance with the thM Law, & 15.04(1)(tn), Starts. I. A rI ad on — Phose Print An lwbrwad" Property ownees ?iwne kE �(A tjY `-:776) p7i 6-)o)v _?o-oclo ftWefty ma's Wflin Ad&%= 3x N I P�7 Cli� kO Psf) 1 xu hlocation City, &W //�� 11 y� i Zip Cole Phone Number C*%I- LA �`` i V4, SOC60n T N R E or It. Type efBaNing peck aril that apply) Drat # sL.or 2 Family Dwelling — Number ofBedrooms I Subdivision Nam E�blioCommemial — De=ibe Use Block # Etv of Juft Owvow — Desmi'be. Use CIM Number illageof z C) a X own of Lao III. Type of POWTS Pllraa� (Cbe& eitber "NW or "Rmineemtst" sad a4ber appHcnble on fte A. Cbe& ow 1wx M &K IL Compleft lbm C i A. IL C. SysUem I Flwaw System 1LJ 1M.1nent ir4 Tank 11Irr.Gsowd Dmw Modifkz ion to Existing System (explain) 0Additional Prtbeftl Emit. (explain) Im RawwW Before URev on qnn�Wftsftftnt Am and T=k %form* Flow (glad} I Design &A ApplimMon RataBPdV } CApft* in Tank Information GWkm I NM Taft E4sth* TjW; of Plumber Individual Site Design to New Owneka Previous Pennit • 7 5' Mound Dispersal Area Required (so D*ersal Area ftposed (sO L) 50 Total # of mm' CkIlow I Uniz I�1yIo�F;lZer 5 2, 5 V. Jwpesaft $wenwit" 'w4amaw --fteltyhraim Plumber's Nam (Prft) Phaaws Si F - F-- - U .0-0. 7J, PIUVAw"S Address (sue, city, sbwl!, Zip cock) �► Amoved r-3 Dismwmed PC I it S 0 Owrw Given Reagan for DwW Conditions Of AppmvaVRemw for Disapproval SYSTEM OWNER: 1. Sepfic tank, of filter and dispersal cell must be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code / ordinances. ' W1 ES C_' Type (eVlain) wW Dot Issued System Elel. y,� CIO - ioioioioiL. of *e pm" As" on ft sanew, PION& M PRS Bu6new Phone Number 2 LLZ --T ?_ I I 5C 5 11A&� 7() ee Date lssuod Lwuing Agent SiWousa"'w If 3) A0 coQ8'+tr-)A3 sf �e- 5+-;+e PeAmmise t*CWVCA) oic%e to oaf-ec' q) �l� home �c) be C6mova& u?Qn 60m Attach to compleft AM %r Am qsftm and =dmah ft dw Cammy ady -00 paw Not k" dMW a W X 31 hHhu IN site SBD-46399 (R. 0312 I) October 6, 2023 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2025-10-6 Plan Review: PWTS-102302246-C Ryan Bechel W11932 560" Ave Prescott, WI SITE: Steinlicht 1879 County Road O St Croix County Town of Clayton NW % NE % S33 T31N R16W FOR: Description: 3 Bedroom- 450 GPD mound- 20" to limiting factor- Effluent Filter - Maintenance required. Cell Replacement N i Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE Mound Component Manual -- Ver. 2.1, SBD- 10691-P (5/22-5/27) Pressure Distribution Component Manual — Ver. 2.1 (May 2022-2027) Verify proper dose is achieved and system is not being over dosed. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders The site shall be properly prepared prior to plowing. Any grasses longer than 6" shall be cut short and removed. To avoid matting, any leaves or loose organic matter shall be raked up and removed. Cut trees and shrubs flush to the ground and leave stumps. Avoid operating equipment on the Mound site. If necessary, use only tracked equipment, during dry conditions, with minimal passes, to avoid compaction. • Components and soil removed from an existing drain field shall be properly disposed of so that there is no risk to public or environmental health. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.1% Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec.145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • A copy of the approved Plans., specifications and this letter shall be on-5iteduring construction and open to inspection bv authorized representatives of the Department, which may include local inspectors. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also receive a copy of the appropriate operation and maintenance manual(s) and be responsible for ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s. SPS 383.54(1). In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, C0-/TMh"a11T&WJ?;t3Y Joshua Rowley POWTS Plan Reviewer, Division of Industry Services (715) 634-5124 Joshua.rowlev@wisconsin.gov AkDVANCED ENvI RorvMEN-rAL Property Owner/Client: Trellany Steinlicht PIN: 006-107430-000 Site Address: 1879 CTY RD 0, New Richmond, WI 54017 I FLOW. - INDEX Pg. 2 SITE PLAN Pg. 3 SOIL DISPERSAL COMPONENT Pg. 4 EFFLUENT DISTRIBUTION LATERALS Pg. 5 TANK SPECIFICATIONS Pg. 6 DOSING AND PUMP SELECTION Pg. 7 FILTER MAINTENANCE Pg. 8 MANAGEMENT PLAN Pg. 9 MANAGEMENT PLAN DESIGN PARAMETERS Wastewater Type: Residential Estimated Wastewater Flow: 300 gpd SOIL & SITE El/ALUA TION. Design Flow: 450 gpd POWTS Type: Mound Limiting Condition Depth: 20" Maximum System Depth: Above Grade Contour Elevation: 100.00' Limiting Condition Elev: 98.33' Land Slope: 6% County: ST Croix Pg. 10 SOIL TEST Pg. 11 SOIL TEST Pg. 12 SOIL TEST Pg. 13 MATERIALS ESTIMATE Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES �i SEE CORRESPONDENCE # Bedrooms (residential) : 3 # Occupants (per capita flow) : - Public Facility Flow: NA Treatment Level: Effluent 1 Code Required Separation: 36" Soil Texture: L In -situ Soil Application Rate: 0.4 gpd/ft2 Dispersal Cell Loading Rate: 1.0 gpd/ft2 P4WTS DESIGNED PURSUANT TO Mound Component Manua! (Version 2.1) Pressure Distribution Component Manual (Version 2.1) Comments: 'wrrrr wwrww www�wwwwrwwrrrrwwwwwr .. rwrrrrrwwwwwwrwwrwrwrrrrwwrwwrrrr-wrrwrrrrrrwrwwrwwwrrrwwirwwrwwwwwrrwrrwrwrwirrrwrwwwrr- New 3 bedroom home. No home business. No sewage ejector/grinder pump proposed. Existing ,system to be abandoned per SPS 383.33. 0 IV i,, t �• � RYAN Gs iwwwwrwwrwrwwrrwrrwrrwwrwrrrrwww-wwwrrwrrrwrrwrrwrwrwwwrwwrrrwwrwwwwwwwwww•.wrwwrwwwwwwwwwwwwwwrw----------wwfwwrwwwwsw� SIGNED: �. OLUML 9/ 18/2023 PRES= Wt ADVANCED ENVIRONMENTAL LLC '�s���•.�������� W11932 560TH AVE PRESCOTT W154021 651 327-0074 �,����fill fit 1 G Designer: Ryan Bechel Certified Soil Tester: 1330832 @ 2023 Advanced *Ali property lines not Environmental LLC. A D" VA C..'D drawn are >100ft from N Benchmark SYSTEM NOTES Septic Tank: Designer of Engineering Systems: D 2263-7 All rights reserved. ` system* Soil Boring N -Wieser 1000/650 gallon 2-compartment tank ' -Bring risers 4" above final grade SC'/NI. -- -Polylok PL-525 filter f -Do not route clear water sources into septic tank 20 1 ' -Existing systein to be abandoned ,per SPS 383.33 fl' 40 _. � f � Pump tank: -646 gallons 'V 501 -Pump needs = 29gpm @ 12TDH W e l( -Move tank as necessary; maintain all setbacks -Recalculate pump Friction Loss and TDH after install -Event counter, time meter, or water meter recommended % -Alarm required COPY soil Treatment area: 1 -6' x 75' Aggregate Mound (A x B) --� ---- Tree -94.8' x 23.6' outside dimensions (L x W) \ line -101.33' dispersal cell elevation on 100.00' contour II -16" ASTM C-33 sand lift (D) Top of building pad N 107.50 Cut stumtps plush to ground: avoid digging Now entire absorption area and remove clippings Existing Mobile Home 7 `B.S. outlet N 103.00 —Existinggrade 'ti -Plow absorption area to depth of 6"-8" be e C o e removed/ l NEW f4 106.70 0�'o -Divert surface water away from system 3BR -Prated 15' dawnslape absorption area from compaction abandoned) during construction HOME I -Depth to restriction = 20" (Redoximorphic features) Wieser 1000/650 ffistribut>ion: W� �C}IylOk Q-525 -(2) 73.5' long 12" sch 40 PVC laterals with cleanouts-use \ �, h1 r 0 4 sprinkler boxes for protection 4 % 1� -Lateral top elevation=101,96' — -- -- — — — — — — — — — — — — — — — — — — — — — -___ — � _ — _ — — — Sc 0 P ?� � 0r -1 '" header, end -fed network. "orifices 3,5' spacing @ P 9 Driveway i� ` -Laterals to be spaced 9• from end of bed & 18" to sides \ �, -Demand dose float settings per design Existin �t s ste 1 „ y Y 0 2 LOCATION MAP (not to scale) BM2 = 105.42 Sn4o c �� ~ ` US HWY 63 Tap of concrete apron - at NE garage corner �� � 'Q © B 0 Garage a 0 97. \! 50 �\ B2 Jf , Tree U SITE 1f' line BM1 = 100.00 PkFP.�F_tu tc>Ik: Top nail In 30�� hardwood' Trellan Steinticht (24" above grade) Site Address: + 1879CTYRD0 New Richmond, WI 54017 PID: 006-1074-30-000 6.20 Acres P/L P/L P/L P/L P/L P/L Legal: g NW 1/4 NE 1 /4 S33 T31 N R16W Town of Cylon Certified Statement: This system has been designed and evaluated "rINUE in accordance with State and Local codes. The sail treatment area must remain protected from disturbance and/or compaction beforeand after construction. Scale: 1 = 40, Date: 9/ 13/23 NO WARRANTY IS MADE THAT THIS SYSTEM WILL CON TO FUNCTION INDEFINITELY. System must be properly maintained. Review your system's management plan for information on proper care and maintenance. Designer: Ryan Bechel @ 2023 Advanced *Ali property lines not Benchmark SYSTEM NOTES N Certified Soil Tester: 1330832 Environmental LLC. A D" VA C.drawn are >100ft from �r I 4ephc Tank: Soil Boling 4 v Designer of Engineering Systems: D 2263-7 All rights reserved. ` system* -Wieser 1000/650 gallon 2-compartment tank -Bring risers 4" above final grade SC'/N i +' - Polylok PL-525 filter f -Do not route clear water sources into septic tank fl' 20 1 40Existing systein to be abandoned ,per SPS 383.33 ' _. � f � Pump tank: -646 gallons AV 501 -Pump needs = 29gpm @ 12TDH W -Move tank as necessary;. maintain all setbacks e l -Recalculate pump Friction Loss and TDH after install -Event counter, time meter, or water meter recommended % -Alarm required ` soil Treatment area: 1 -6x 75' Aggregate Mound (A x B) -94.8' x 23.6' outside dimensions L x W ----� � Tree ( ) 101.33' dispersal cell elevation on 100.00' contour \ II line -16" ASTM C-33 sand lift (D) Top of building pad N 107.50 Cut stumtps plush to ground: avoid digging Now entire absorption area and remove clippings Existing Mobile Home 7 `B.S. outlet N 103.00 'ti -Plow absorption area to depth of6"-8" be e l NEW —Existinggrade 106.70 -Divert surface water away from system C o e removed/ 0�'o -Prated 15' dawnslape absorption area from compaction 3BR abandoned) during construction -Depth to restriction = 20" (Redoximorphic features) HOME I Wieser 1000/650 ffistribut>ion: W� PolylOk PL-525 -(2) 73.5' long 12" sch 40 PVC laterals with cleanouts-usE 100' 4" l`1sprinkler boxes for protection i 1 -Lateral top elevation=101,96 — — — -- -- — — — — — — — — — — — — — — — — — — — — — — T � _ — _ — — — sch 40 PVC �?� _ � �'"� -1 �" header, end -fed network. fir, "orifices @ 3,5' spacing Driveway i 0 Laterals to be spaced 9• from end of bed & 18" to sides -Demand dose float settings per design Existing _ __ r� system ±20' 2fl LOCATION MAP (not to scale) sch 40 PVC , BM2 = 105.42 ;;�'' Q e1 US HWY 63 Tap of concrete apron at NE garage corner 'Q© B 0 Garage- a 0 97.50 U i s � � B2 Tree 1f' SITE Ilse BM1 = 100.00 PkFP.�F_tu tc>Ik: Trellan Steinticht Top nail in 30�� hardwood' (24" above grade) Site Address: + 1879CTYRD0 New Richmond, WI 54017 PID: 006-1074-30-000 6.20 Acres P/L P/L P/L P/L P/L Legal: P/L g NW 1/4 NE 1 /4 S33 T31 N R16W Town of Cylon Certified Statement: This system has been designed and evaluated in accordance with State and Local codes. The sail treatment area must remain protected from disturbance and/or compaction beforeand after construction. NO WARRANTY IS MADE THAT THIS SYSTEM WILL CON "rINUE TO FUNCTION INDEFINITELY. System must be properly maintained. Review your system's management plan for information on proper care and maintenance. Scale: 1 = 40 Date: 9/ 13/23 MOUND DISPERSAL AREA Obs. pipes-\ OWN- B Z-Z— A 6.0' F 9.5" J 6.7' B 75.0' G 6.0" K 9.9' D 16.0" H 12.0" L 94.8' E 20.3" 1 10.9' W 23.6' Observation Pipes (1/10th of B) 7.5' Dispersal Area Required: 1125 ft2 Absorption Width (A+I) 16.9' Dispersal Area Proposed: 1269 ft2 Dispersal Cell Media: 1/2" - 2-112 " Aggrega te Geotextile Fabric 103.13' 101.96' Topsoil & Seed ' 101.33 '2' Aggregate ir ��'~ � '=„� `fr" y'� ` `7�' 7ti`'• , .'�` ' �`1` �'.r; . �~ r ��y ^',�'}`c+�-, 7 �" �s f�� f � ,.-� .li• ��' ,• 1111.-.ham `�•y;�t' � ��, _ 1 �['�"�""�- _-_, 100.00' o Plow s"- 8" deep (min.) 6 prior to placing sand OBSERVATION PIPES Screw -type or slip -top cap W Finished Grade (mulched & seeded) 4" SCH 40 PVC pipe Top of pipe to terminate at : » T, Topsoil cover or above finished grade ,� : :. (1' minimum) x 0" slots spaced 90° apart . Anchoring Device Infiltrative (Toilet flange) - '' surface Page 3 DIS TRIBU TION NETWORK SPECIFICA TIONS ` MANIFOLD DETAIL 101.96' , 1 , 1 , 1 1 ' 1 ; (Top of Lateral) 1 I 1 1 1 1 1 1 0 1 1 �1f 1 1 1 , t 1 � 1 1 i 1 1 � 1 011/2 " a F (Alternative manifold 11 011/2 ; _ connection)------------------------------------------------------------------------------------ i i (Altemative manifold connection) Number of Laterals = Orifices per Lateral = Orifice Density Orifice Discharge Rate PIPE SELECTION Forcemain Diameter: 2" LATERAL DETAIL 73.501 Header Diameter: 1 1/2" Lateral Diameter: 1 1/2" 3/16" 3.5' 2 22 10.2 ft2/orifice 0.66 gpm "All pressure piping to be Schedule 40 PVC unless otherwise specified C lea out Detail / Bail Valve Minimum Average Head = Lateral Discharge Rate = System Flow Rate = Sprinkler Box 0 Threaded' Cap I Sweep 90° or (2) 45% K 2.5' 14.4 gpm 28.8 gpm Page 4 TANK SPECIFICA TIONS • 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 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 traffic/snow cleared areas (driveways etc.) • If forcemain will have a "J-Hook" assembly, drill a weep hole in the "hook" • Building sewer. No 90's, keep 3 feet between 45s, maintain 1 inch in 8 feet (1 %) slope, install cleanouts Weatherproof control box compliant Manhole 2:4" above with SPS 316 & NEC 300. Separate ---�.",� grade with approved 106.7 ' 100.71W t pump and alarm circuits required, locking device Airtight seal Out seal Quack Disc�onnect amm forcemain In 4" SCH -- : - 103.00' 96«92 i . • • x - 40 PVC pipe across tank excavation to prevent pipe 4 S 40 or r Effluertt Finer settling PVC Float Tree U X -�--- +/- 10094.25 (Pump Off) •. VVeep Hde 93.0 4" Pump Block a3" Approved Bedding Material Beneath Tank ----r-r----------------------------------------w-----------r----------r-----r----r-r r------r----- ---rrr--rrr--- w--------------------------------- Tank Manufacturer/Model: Wieser - WLP1000/650-MR r-rrr rr rr rr-r r---------r---r----------- ---rr------------------------------r-rw------------------------- ----------r----------- r------------- r----- Filter Manufacturer/Model: Polylok - PL-525 ------------------------------r------------------rrrrw-ww---------r-------------------wwwr------------rrr----rrr-------------------------------- Panel Manufacturer/Model: SJE Rhombus - Tank Alert 1 -r------------------------------------------------------------------ ------------------------ ----------------------------------------------------- 146" 4~ CAST —A —SEAL TYP � FILTER OR I BAFFLE WLP 1000/6 50-- MR TMIK SREQ1E1Q6BQN.5 DOANSICOM WALL: 3" BOTTOM: 3` COZIER: 5' MANHOLE: 24" I.D. PRECAST COI CKT€ RISER HEIGHT: 54 1 /2' OA LE140TH: 146" O.D. WOT": 84" 0-0. �* CAST --SEAL BELOW MLET: 43. O.M LIQUID LEVEL: 3$ WEIGHT.- 14.940 LEM INLET AND OUTLET: 4" CAST —A —SEAL BOAT OR EQUAL GASKET. CAST —A —SEAL E300T OR EQUAL MET AND OUTLET BAFFLE AND FILTEW: WISCONSK SEE DETAIL 010 (OTW-R STATES SEE CHART) UC D CAPACITY. 26 D3 �`rAL�� ��) 4"' VENT TASKS ARE MANUFACTURED TO MM 00 EXCEED ASTM C--1227 REOUNDIENTS LOADING DE.7O.. So W UNSATURATED SCa L TAW CAH BE USED A'S4 SER'DC/SEPTIC. SEPTIC/ PUW OR SEPTIC/SIP-#" COVER: MX DESKS 06 (Nth FIBER) TAW: MIX DES CH 010 STRUCTURAL Fly) CUST06AZED TAWS: FOR CUSTOM TANKS CONTACT ii IE-SER CONCRETE 0 C4 v � Go p R ,' FOR APPROVAL J1PpRMO 8Y : SHEET NO. APPROVAL 0+4Tir: 1 / PROf31lCT5 NEEDD $Y: 11-.1111W 1 CL DRAWINGS 5U8MITTED b Page 5 DOSE SETTINGS & PUMP SELECTION PUMP PERFORMANCE REQUIREMENTS Elevation Head: 8.0' 100.70' Distribution Head: 3.25' Equipment Head Loss: 0.0', Fo rce m a i n Friction Loss. 0.4 ft __..__--.-------------- _� - TOTAL DYNAMIC HEAD = 11.6 ft TDH 97.54' MINIMUM FLOW RATE 28.8 gpm DOSE REQUIREMENTS Minimum Dose: 67.6 gallons 96.42'---'-�"-- ---- •3057 Maximum Dose. 90.0gallons .gals - 18.0' g A(RESERVE) Design Dose: 82.0 gallons g g 94.92 -- ---- ; ,! 51.o gals 3 g B(ALARM) .. Fo rce ma i n Feet: 20' 94.67' Forcemain . 2. 11 O 0 85.3 gals 5.0" r�'� ���� C +(DOSE) Drainback: 3.3 gallons TOTAL DOSE 55.3 gallons 204.0 g als 12 D (PUMP COVER) I Option 1: 25 24 15 93.25 - 40" .Z NOTE: Double floats, C-level Sensor, Transducer, or equivalent required when dose volume exceeds pumping range of a sine pump float! Option 2: Zoeller - 98 PUMP PERFORMANCE CURVE MODEL 98 mom IEEE E 0 0 Emi :1111, 1 1 1 11 '1 POW-.,, Zoeller - 151 PUMP PERFORMANCE CURVE 1, MODEL 151/152/153 IS, MEN N ME 1111" 6q 61 . NEENIME NNwhNk 0- GVM Page 6 Inc. Innovations in Precast, Drainage Zabel" 8r Wastewater Products A Division of Po44ok Inc. INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS PLn122/PL=525/PL=625 FILTER Center filter with opening r-------- i �z W — J � T. O 2 3jAdditional pipe or Polylok Extend & Loklm for centering. Step 1: Step 2 : Step 3: (A) Locate the outlet of the septic tank. (A) Before installation, place the (A) Glue the filter housing on the (B) Remove tank cover and pump tank filter housing on to the outlet pipe. outlet pipe. if necessary. (B) Make sure that the housing (B) Insert the filter cartridge in the Certified to is positioned so the filter can be housing, making sure the filter NSF1ANSl Standard 46 p g g removed from the tank for cartridge is properly aligned and EQ) maintenance and service. completely inserted in the housing. MAINTENANCE INSTRUCTIONS Step 1: Locate the outlet of the septic tank. Step 2: (A) Remove tank cover and pump if necessary. (B) Pull the filter out of the housing. (C) Hose off the filter over the septic tank. Make sure all solids fall back into the septic tank. Step 3: (A) Insert the filter cartridge back into the the housing making sure the filter is properly alighed and completely inserted. (B) Replace septic tank cover Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: 203.284.8514 www.polylok.� ge 7 MANAGEMENTPLAN 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. Tasks 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. No, Review this plan with your POWTS Maintainer at each visit; discuss any changes in product use, activities, or water -use. MANAGEMENT FREQUENCY 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/ft2) 0.4 Effluent Filter Manufacturer Polylok Standard Effluent Quality Effluent 1 Effluent Filter Model PL-525 Biological Oxygen Demand (BOD) 220 mg11 Pump Tank Manufacturer Wieser Total Suspended Solids (TSS) 150 mg/1 Pump Tank Capacity (gallons) 646 Fats, Oils, Greases (FOG) 30 mg/1 Pump Manufacturer Per Installer Treated Effluent Quality Pump Model Per Installer Biological Oxygen Demand (BOD) - mg/I Dispersal Cell Type Mound Total Suspended Solids (TSS) - mg/i Fats, Oils, Greases (FOG) - mg/I Pretreatment Unit Description NA Max Effluent Particle Size (in) 1,/8 Homeo ner Manageme' nt Tasks Professional Management Tasks Check (listen, look) for leaks in toilets and dripping faucets. Effluent Screen - Check and clean per manufacturer Repair leaks promptly. recommendations. 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. EMU -on t FII r -1 ct and d an Nlceoer Ye r minim m. Caps - Make sure that all caps and lids are intact and in place. inspect for damaged caps often. Fix or replace damaged caps. Liquid levels - Check sludge/scum/effluent levels in all system tanks. Recommend if tank(s) should be pumped. Pump all compartments every 36 months at a minimum. inspect tank inlet and outlet baffles (if applicable) Check drainfield effluent levels (if applicable) Verify pump and alarm system functions (if applicable) Inspect wiring for corrosion and function (if applicable) Clean 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. Septic system replacement area: Protect secondary system site from traffic, compectlon, etc. (if applicable) ?..••.................. .... M....... a. ..... ...M..........R.•......... M......... ............►......... ................... . ........... ........ .a...a...... . ........ •♦...... .................................. •....... ................................... N...a...................Mfa11a1............. .a........................... 0....... % POWTS REGULA 70R: ST Cpolk county Zoning offoe ADDRES& 1101 Caf %chaef RQ, Suite shoo, Hud$W, W1540.16 PHONE ..i..ra •Y....................... ...........a ...Ia........ •........ r................... .►.................. .i........1.►............................. •......a......1........... ................... .........a....................................................... r............. ................ Y............................... • r Page 8 START-UP & OPERA TION For • 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. MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an appropriately licensed individual or business. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum, and to check for any backup or ponding of effluent on the ground surface. Access openings used for service and assessment shall be sealed watertight upon completion of service activities. Any unsound/defective access openings shall 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 tank liquid capacity. The effluent filter shall be cleaned as necessary to ensure proper operation. The filter should not be removed unless provisions are made to retain solids in the tank that may slough off the filter during removal. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm 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. CONTINGENCY PLA NS 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 fails 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. ABANDONMENT If the septic system fails and/or is permanently taken out of service, the system shall be abandoned according to SPS 382-384, Wisc. 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. WARNINGI1 SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC TANK, PUMP TANK, OR OTHER TREATMENT COMPONENT UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT, RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ALWAYS CONSULT A LICENSED SEPTIC PROFESSIONAL BEFORE DOING ANY WORK. Page 9 INS TA L L ER MA TER/AL EST/MATES THEFOLLOW/NG PART/AL MATERIAL L/ST/S INTENDED FOR ROUGH B/D PURPOSES ONLY, INS TALLER /S RESPONS/BLEFOR ALL FINAL MATER/AL CALCULAT/ONS. TANK(Si: Tank 1: Wieser - WLP1000/654-MR Tank 2: Effluent Filter 1: Polylok - PL-525 Effluent Filter 2: PIPING: Diameter Building Sewer: t 100' 4" SCH 40 PVC Forcemain: t 20' 2" SCH 40 PVC Header: t 3' 1 1/2" SCH 40 PVC Laterals: t 147' 1 1/2" SCH 40 PVC IMPORTANT: Piping estimates are exact. A Material was allowance has NOT been added. Pump(sy, Minimum Flow Minimum Head Effluent Pump 1: 28.8 gpm 11.6 ft TDH Pump 1 Model: EZoeller - 98 Minimum Flow Minimum Head Effluent Pump 2: - - Pump 2 Model: Zoeller -151 SOIL TREATMENT AREA: YARDS TONS Washed Rock: (�2" - 2 1/2"Aggregate) Mound Sand: (ASTM G33 Specification) Top Soil: IMPORTANT: A 30% MATERIAL WASTE ALLOWANCE HAS BEEN ADDED to all the above soil treatment area materials estimates to allow for constructibilit,� 17 yd3 17 yd s 24 TONS 24 TnNS 114 yd3 114 yd3 �59 TONS 159 TONS 119 yd� 119 yd 3 166 TONS 1 �� TONS Page 13 ST. CR UNTV SANITARY SYSTEM File#: OWNERSHIP/ADDRESS FORM O��dce �20se on`y 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! This 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 Pror)erty Files Scanned weblink. OWNER/BUYER INFORMATION Owner/Buyer wWCA 1�0 1 Mailing Address City/State/Zip �w K,! jl Y174WID Phone Number (required) 6 S'J — V CH Email Address (required) ST -JRaC AN4S�t4;;�1 Ij 0LWI%fT Parcel Identification Number (found on the property tax bill) 066 --- /6- c� -.0 6 NEW SYSTEM: LEGAL DESCRIPTION Property Location 1/4 INC /4 ,Sec. T �N R �W, Town of /V Subdivision Plat: , Lot # Certified Survey Map # Volume , Page # Warranty Deed # Number of bedrooms -,3 (before 2006)Volume , Page # Spec house ❑ yes 0 no Lot lines identifiable 0 yes 0 no OFFICE USE ONLY New Property Address (Verification of ;lew ad ess requi from (Staff Ini gals) (Date) velOpment Department for new construction.) This form must be submitted with all Private Onsiie Water Treatment System (POWTS) applications. New System: Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. Community Development Department — Land Use Division 715-386-4680 St. Croix County Government Center 715-245-4250 Fax cdd@sccwi.gov 1101 Carmichael Road, Hudson, WI 54016 www.sccwi.gov STATE BAR OF WISCONSIN FORM 1 - 2000 Document Number WARRANTY DEED T�eA D,Iade between Eric W. Cornelus, a sin le?iicer' ersonGrantor, , andray I eCht, single & MichaelSingle Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (the "Property'): SEE ATTACHED EDIT A Together with all appurtenant rights, title and interests. II III II1I�iliIIIIII1Iilfl 111 !I! 8153168 Tx:4124779 978137 BETH PABST REGISTER OF DEEDS ST. CROI7C CO., WI 05/07/2013 3:34 PM EXEMPT#: NA REC FEE: 30.00 TRANS FEE: 180.00 PAGES: 2 Recording Area Name and Return Address: . ao Land Title, Inc. 2200 W County Road C, Suite 2205 Roseville, MN 55113 006-1074-30-000 Parcel Identification Number (PIN) This homestead property. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except 12th Dated this day of April, 2013. * Eric W. Cornelius' A.UTEMNTICATION Signature(s) authenticated this day of April, 2013 TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Larry S. Mountain., Attorney at Law (Signatures may be authenticated or acknowledged.. Both are not necessary.) *Names of persons signing in any capacity must be typed or printed below their signature ACKNOV LEDGMENT STATE OP � ) V1 COUNTY. ) ss. Personally canoe before me this 15th day of April, 2013 the above named Eric W. Comelius, a single person, to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. Notary Public, State of I V i� a h a,ON My commission is ermanent. a no , state expuralaondate: Notary Public Seal ` State of Indiana AMANDA S: BKOOKBANK ti ,* Resident of Switzerland Co my'C',onimission Expima 6-14-2015 WARRANTYDEED STATE BAR OF WISCONSIN 06 1 of 2 EXHIBIT A The South 373 feet of the Northwest Quarter of the Northeast Quarter, Section 33, Township 31 North, Range 16 Nest less the East 584 feet of the South 373 feet of the Northwest Quarter of the Northeast Quarter of Section 33, Township 31 North, Range 16 west, St. Croix County, Wisconsin. 2of2 03 Q Q to Wisconsin Departme t �-1'pf and,-, � � es Division of Industrry S� SOIL EVALUATION REPORT F— Z7,� SEP 25 20"ccorda ice with SPS 385, Wis. Adm. Code Countv Attach complete site plar i on paper not less than 8 1 /2 x 11 inches in size. Plan must include, ST Croix but not limited to: vertica and ho(42ohtal, ref6f4nd6 0oint (B ), direction and percent slope, Parcel I.D. scale or dimensions, no h graw,T Arid` lor_9tl0n ad1�0Mce to nearest road. 006-1074-30-000 Please print all information. Reviewed by DatelI / i7 Personal information you provide may be used for secondary purposes(Privacy Law, s. 15.04 1 m Property Owner Property Location: Trellany Steinlicht Govt. Lot: NW '/4 NE '/4 S 33 T 31 N R 16 1/V Property Address '` Lot # Block # Subd. Name or CSM# 1879 CTY RD O City State zip CoiJe� 'FdeF0&X3wqr ❑ City ❑ Village d Town Nearest Road New Richmond JWI 54017 (651) 894-2811 f Cylon I CTY RD O 07 New Construction Use: R Residential / Numberof bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial — Describe: parent material Loamy drift over loamy till (Amery loam) Floodplain elevation if applicable NA ft. jeneral comments and recommendations: Recommend minimum 16" sand -lift POWTS mound on 100.00 contour with 0.4gpd/ft2 loading rate. LF = 20" (Redoximorphic features) 1 Boring # ❑ Boring Pit Ground surface elev. 100.00 ft. Depth to limiting facto 20 in. [-.,;nil Annliratinn 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 *Eft#2 1 0-6 7.5YR 3/3 - 1 2f-msbk ds cs 2m-vf 0.6 0.8 2 6-10 7.5YR 4/3 - 1 1 fsbk mfr gs 1 m-vf 0.4 0.6 3 10-20 7.5YR 4/4 - sl 1 mabk mfr gs 1 f-vf 0.4 0.7 4 20-31 5YR 4/4 f1f 7.5YR 5/8 & 10YR 6/1 sl 1 msbk mfr gs - 0.4 0.7 5 31-44 5YR 4/4 f1f 10Y R4/6 & 10YR 5/2 sl Om mfi - - 0.2 0.6 Horizons 1 2 contained ii few cobbles/bould rs 2 Boring # ❑ Boring 7 Pit Ground surface elev. 97.50 ft Depth to limiting factor 30 in. gnil Annliratinn Rnfin I Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz *Eff#1 *Eff#2 1 0-10 7.5YR 3/2 - l 2mgr ds cs 3c-vf 0.6 0.8 2 10-17 7.5YR 4/3 - 1 2fabk ds-dsh gs 2c-vf 0.6 0.8 3 17-30 7.5YR 4/4 - I 2mabk dsh CW 1 c-vf 0.6 0.8 4 30-42 5YR 4/4 f1f 10YR 4/6 & 10YR 6/1 sl 1 msbk-Om dh-dvh - 1 m-vf 0.2 0.6 *Horizons 1 2 contained lafew cobbles/bowl ers .�iinr:�.1���8Gi�l�f7cl�r.!►J�1� .r.T�l�i:T��.-f.��1ir�■.1� .rim 1111111111�11111=iiffl & WMr MM1M�M .�'irrAMUrr.1111111111C1MIMM1111.■-aMA CST Name (Please Print) Signature CST Number Ryan Bechel (Advanced Environmental LLC.) 1330832 Address Date Evaluation eonducted Telephone Number W11932 560TH AVE, Prescott, WI 54021 09/13/23 (651) 327-0074 StSU-O'J'JU (KU4/-10) qb 3 Boring # ❑ Boring ME pit Ground surface elev. 100.00 ft Depth to limiting factor 27 in. Anil Annlinnfinn PMA 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 0-11 7.5YR 3/2 - 1 1 f-msbk ds cs 3c-vf 0.4 0.6 2 11-19 7.5YR 4/3 - 1 2fsbk mfr gs 2c-vf 0.6 0.8 3 19-27 7.5YR 4/4 - sl 1 msbk mfr gs 2m-vf 0.4 0.7 4 27-42 7.5YR 4/4 f1f 7.5YR 5/8 & 10YR 6/1 sl 1 msbk mfi cw 1 m-vf 0.4 0.7 5 42-55 5YR 4/4 f1f 1OYR 4/6 & 1OYR 5/2 sl Om mvfl - 1 m-vf 0.2 0.6 "Horizon 4 als had disconti uous pockets of 7.5 R 4/6 Is (Osg; ml) 4 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annlir_atinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 *Eff#1 *Eff#2 5 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Anil Annliratinn Pnta 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 * Effluent #1 = BOD, > 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 Designer: Ryan Bechel @ 2023 Advanced Certified Soil Tester- 1330832 Environmental LLC. A D E D Designer of Engineering Systems: D 2263-7 All rights reserved. SCAI-1-1 20 01 40' 501 Existing Mobile Home NEW Top of building pad 107.50 ( to be removed/ - B.S. outlet - 103.00 abandoned) 3BR �, HOME I Existing grade -Ij 106.70 I Tree ------------------------------- L line — \ ------- Driveway _—__ Existing IES system BM2 105.42 t a = g3 Top of concrete apron at NE garage corner Garage ..---. *All property lines not � Benchmark SYSTEM NOTES drawn are > 1 00ft from Alip Soil Boring N Se2fic Tank: system* 6 -Existing system to be abandoned per SPS 383.33 r Putup'll'ank: 0 0 Soil Ttva(niient Area: -Recommend minimum 16' sand -lift POVVTS mound on Treel 100.00 contour with 0,4gpdt2 loading rate I -Depth to restriction = 20' (Redoximorphic features) -Contour = 100,00' -Slope = 6% J...,N1N C 0 4--d U CY) __0 0- -Q� 97.50 132 BMI = 100.00 Top nail in 30" hardwood (24" above grade) % P/L P/L 'PA- PA Certified Statement: This system has been designed and evaluated in accordance with State and Local codes. The soil treatment area must remain prate frorridisturbance and/or compaction before and after constructs or NO WARRANTY IS MADE THAT THIS SYSTEMWILL CONTINUE TO FUNCTION INDEFINITIELY. System must be properly maintained. Review your system's management plan for information on proper care and maintenance. Distribution: -System 01 require pressure distribution LOCATION MAP (not to scale) US HWY 63 0 0 cll� it SITE PREPARED FOR: Trellany Steinlicht Site Address: 1879 CrY RD 0 New Richmond, WI 54017 PID: 006-1074-30-000 6.20 Acres PA_— Legal: NW 1/4 NE 1/4 S33 T31N R16W Town of C�on Scale: V = 40' Date: 9/13/23 Wisconsin Department of Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385. Wis. Adm. Code Countv Attach complete site 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. 006-1074-30-000 Please print all information. Reviewed by Date Personal information you provide may_be used for secondary purposes(Privacy Law, s. 15.04 1 m . Property Owner Property Location: Trellany Steinlicht Govt. Lot: NW 1/4 NE '/4 S 33 T 31 N R 16 W Property Address Lot # Block # Subd. Name or CSM# 1879 CTY RD O City State Zip Code Phone Number ❑ City ❑ Village M Town Nearest Road New Richmond JWI 154017 1 (651) 894-2811 I Cylon I CTY RD O New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial — Describe: Parent material Loamy drift over loamy till (Amery loam) Floodplain elevation if applicable NA ft. General comments and recommendations: Recommend minimum 16" sand -lift PQWTS mound on 100.00 contour with 0.4gpd/ft2 loading rate. LF = 20" (Redoximorphie features) 1 Boring # 0 Boring FOR Pit Ground surface elev. 100.00 ft. Depth to limiting factor 20 in. Sail 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 *Eff#2 1 0-6 7.5YR 3/3 - 1 2f-msbk ds cs 2m-vf 0.6 0.8 2 6-10 7.5YR 4/3 - 1 lfsbk mfr gs 1 m-vf 0.4 0.6 3 10-20 7.5YR 4/4 - sl 1 mabk mfr gs 1f-vf 0.4 0.7 4 20-31 5YR 4/4 f1f 7.5YR 5/8 & 1 OYR 6/1 sl 1 msbk mfr gs - 0.4 0.7 5 31-44 5YR 4/4 f1 f 10Y R4/6 & 10YR 5/2 SI Om mfi - - 0.2 0.6 *Horizons 1 & 2 contained few cobbles/boulde rs 2 Boring # 0 Boring 7 30 A Pit Ground surface elev. 9 .50 ft. Depth to limiting factor in. Soil Armlication 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 0-10 7.5YR 3/2 - 1 2mgr ds cs 3c-vf 0.6 0.8 2 10-17 7.5YR 4/3 - 1 2fabk ds-dsh gs 2c-vf 0.6 0.8 3 17-30 7.5YR 4/4 - I 2mabk dsh cw 1 c-vf 0.6 0.8 4 30-42 5YR 4/4 f1 f 10YR 4/6 & 10YR 6/1 sl 1 msbk-Om dh-dvh - 1 m-vf 0.2 0.6 *Horizons 1 2 contained lafew cobbles/bout ers CST Name (Please Print) Signature CST Number Ryan Bechel (Advanced Environmental LLC.) 1330832 Address Date Evaluation onducted Telephone Number W11932 560TH AVE, Prescott, WI 54021 09/13/23 (651) 327-0074 00L)-oJJu kmu-+/ I J) Page 10 3 Boring # ❑ Boring 0 Pit Ground surface elev. 100.00 ft. Depth to limiting factor 27 in. Snil Annlicatinn 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 0-11 7.5YR 3/2 - 1 1f-msbk ds cs 3c-vf 0.4 0.6 2 11-19 7.5YR 4/3 - 1 2fsbk mfr gs 2c-vf 0.6 0.8 3 19-27 7.5YR 4/4 - sl 1 msbk mfr gs 2m-vf 0.4 0.7 4 27-42 7.5YR 4/4 f1f 7.5YR 518 & I OYR 6/1 sl 1 msbk mfi cw 1 m-vf 0.4 0.7 5 42-55 5YR 4/4 f1f 10YR 416 & 10YR 512 sl Om mvfi - 1 m-vf 0.2 0.6 *Horizon 4 also had disconti uous pockets of 7.5 R 416 Is (Osg; ml) 4 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annlir_atinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDlFt2 *Eff#1 *Eff#2 5 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annlirntinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDlFt2 *Eff#1 *Eff#2 * Effluent #1 = BOD, > 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 Page 11 Designer: Ryan Bechel Certified Soil Tester: 1330832 2023 Advanced Environmental LLC. ADVANCED *All property lines not drawn are >100ft from Benchmark SYSTEM NINES Septic Tank: Designer of Engineering Systems: D 2263-7 All rights reserved. �> r + Soil Boring system* -Existing systen7 to be abandoned per SPS 383,33 SCALE . � --- •' �• � . � I Pump Tank: 501 � Well f 1-i IN �- Soil Treatment Area: -Recommend minimum 16" sand -lift POWTS mound on --� � Tree ,. 100.00 contour with 0. d* loading rate �p g / line -Depth to restriction = 20' (Redoximorphic features) . -Contour=100,00' .. r 1 a. -Slope = 6% Existing Mobile Home NEW Tof building pad N 107.50 (to o be removed N 1 Ems-- B.S. outlet - I©3.OQ abandoned) 3BR I Existing grade N 106.70 HOME i � i Tree �\ I 1'r line Distribution: -System will require pressure distribution --- \----- - - - - - - - - - - - - - - - - - - - - - - - - - - -- ; Driveway `A— _ 0 0 Existing.. j � Q G a� �, % 0 - _- �__ •' _= .. T, ----�` r ...:,:;: ♦ : s stem ♦ i \ t / n LOCATION MAP (not to scale BM2 = 105.42 e �� B� US HWY 63 Top of concrete apron `� at NE garage corner .(Q Q Garage ❑ 99600 � ` 97.50 B2 SITE ° BM 1 = 100.00 PREPARED FOR: . " Top Hall In 30 hardwood Trellan Steinlicht . (24" above grade) � site Address: 1879 cTY RD O New Richmond, WI 54017 PID: 006-1074-30-000 6.20 Acres P/L P/L P/L P/L Ph p/L Le al: 9 N W 1 /4 N E 1 /4 S33 T31N R16W Town of Cylon Certified Statement: This system has been designed and evaluated in accordance with State and Local codes. The soil treatment area must remain protected from disturbance and/or NO WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE TO FUNCTION INDEFTNMY. System must be property maintained. Review your system's management plan for information on compaction before and after construction. proper care and maintenance. 1" = 40' Date: 9� 13/23 Page 12 Page Ll N00.45 4 ...... .. . ... ... . . . . . . . . . . . . . . . ........ . .... ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... ... ...... Ur M I -. " Ph 9, R V . . .... ..... ...... . .... . ............................. PREVIOUS NO. 7� 156o?' LIC.# CHAPTER 145.135 (2) WISCONSIN STATUTES (a) The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. (b) The approval of the sanitary permit is based on regulations in force on the date of approval. (c) The sanitary permit is valid and may be renewed for a specified period. (d) Changed regulations will not impair the validity of a sanitary permit. (e) Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (f) The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: 1f you wish to renew the permit, or transfer ownership of the permit, county authority. lease contact the cvun P V/ F I "Y"hi- M "I S1 FICEx%, - DATE F, I L v V I L FA __.x -K /-jh" J NG up . ..... .... . .. ...... ............. . . .......... ............ . .... .............. . ... ...... .......... ................ ....... ................................... ........ ................ .. .. .. . -rr-.,RMI ExrIRIES -V1 UNLESS REN11"r-,jWh..:.. , ?Z' 2' 1 1 ..... ..... SBD-06499 (RI 1/20)