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HomeMy WebLinkAbout002-1038-40-200Wisconsin Department of Commerce Safety and Building Division GENERAL INFORMATION Personal information you provide may be used for secor Permit Holder's Name Trent M. and Jessica L. Yunker CST BM Elev Insp BM Elev I TANK INFORMATION U AC._ PRIVATE SEWAGE SYSTEM INSPECTION REPORT (ATTACH TO PERMIT) purposes (Privacy Law s 15 04 (1)(m)J City Village Township TOWN OF BALDWI _n TYPE MANUFACTURER CAPACITY Septic Dosing / (,e f4 /Z. r P 1 SZS Holding TANK SETBACK INFORMATION k , /' G A TANK TO !L, WELL BLDG I Vent to An Intake ROAD Septic Dosing (2 7 7 1 Aeration Holding PUMP/SIPHON INFORMATION zl Manufacturer , qs Demant,- 60'/1UQRAn � Model Number r C4 ti �' ? TDH l,�t Fnction Los System H d `� TD}br'J` 1 r 7 /7 Forcemain LerttO , DIaZ r, Dist to Well O� SOIL ABSORPTION SYSTEM ELEVATION DATA Croix Tax No 002-1038-40-200 VTown/RangerMap No 17.29.16.257D STATION .8 D FS l ELEV b U Benchmark All BM Bldg Se r 30 ` o3 147 SUHt Inlet St/Ht Outlet Dt Inlet Dt Bottom 13.43CJ/v pQ o Header/Man 3.s6 �Y L Dist. Pipe Got System Final Grade St DO v )' Ce- 11 3,?4 Cor,� -S ssb 6 o BED/TRENCH DIMENSIONS Width b , Length / /� r J No Of Trenches 3 )S1 _ - (s �VVVEI PIT DIMENSIONS No Of Pits Inside Die Liquid Depth SETBACK INFORMATION SYSTEM TO P/L 5' BL(DG LL LAKE/ST EAM LEACH NG CHAMB R OR UN nufac rer Type f Sysle)— V Md r Model N mba u1D I mioVIiUN J TO I CM Hea�fe�Mandold r , Dister`Sunon 11 1 x Hole Size ! a x Hole Spacing Vent to Air Intake �le ? — �,- Length Dia Length) I Dia Spacng 33 ) G SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only fey— Plj1ai Depth Over xx Depth o xx Seeded/Sodd xx Mulched e ran Center ' -7 " Bed/Trench EdgesI Topsoil t) / I — X[ _ / !!lVes _ No ut Yes No COMMENTS: (Include code discrepencies. persons present, etc) Inspection #1 I /! 3 ,2A� �wr Inspection #2 H' Location: No Address Available ,K" r 1.) Alt BM Description= r1 I In ('0 vr-— J 2.) Bldg sewer length = 8(p` - amount of cover = 7 ! I Z Plan revision Ratl� Yes III No for �1 s Use other side for additional information� SBD-6710 (R 3/97) Date Insepcto s Signature Can No Safetyand Buildings Division S� Ciro 201 W. Washington Ave., P O. BOX 7162 Sanitary Permit Number (to be filled in by Co ) �i 2 8 Z32t Madison, WI 5370 7,162 2� 7 SanitaryT it Appli - n State TransactionNumber In accordance with SPS 383.21(2), lVis :1dm Code, submission of this form to the nate go rental unit ` `Q �� "C Project :Address (if different than mailing address) s required prior to obtaining a sanitar)' permit. Note .application forms For statc-owned arc submitted to the Department of Safety and Professional Servics Personal information you provide may be or secondary Purposes in accordance with the Privacy Law, s. 15. l m), Stair Cl 3 3 a a� ✓ 1`�1. _ Parcel # Q n . is .l K i� `^ vJ L Application Information — Please Print All Information Property Owner's Name _JQSS tut �IV 1 llln 1"'� G 1'ropeiiy Location Property Owner's Madin Address -I lrb S�seet ,n 1ai Govt t �� Cay. State Zip Code Phone Number it 54 Section S 400 S -531- 7633 .SV� (amle on Qk T_9�_N; R_ Eore � Type of Building (check all that that apply) / \ Lµ Subdivision Name/ S �II. 1 or 2 Family Dwelling- Number of lied ins _ 3 dr- 'V'k's I Block d ❑ Pubhc/Commercial - Describe Use ❑C.ity of ❑ State Owned - Desenbe I se ❑ Village of Q _ _ L_ CS Number -3 P ��� Town of ram-) l! IIL Type of Permit (Check only one box on line A. Complete line B if applicable) A New System ❑Replacement System ❑ Treahnatn/1 Loldm Lank R lacement Only g Replacement Y ❑ Other Modification to Existing System g (explain) B ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Perrint Number and Date issued Before Expiration Owner IV. Type of POWTS S stem/Com onent/Device: Check all that apply) ❑ lion -Pressurized In -(:round ❑ Pressurized In -Ground ❑ At -Grade Mound - 24 in of suitable sod ❑ Mound, 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) _ _ ❑ Pretreatment Device (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (st) System Elevation 5U I 0-(IQ ISv VL Tank Info Capacity in Total h of Manufacturer Gallons Gallons Units /�xr' fI{1.�� �0 j Uo v New Tanks I_<tsurrg Tanks \ ` " r^ vy2 t� Septic or Holding Tank L1 Dosing C1cumer ) VII. Responsibility Statement- 1, the undersigned, assume iraponsibility for in Plumber's Name (Print) Plumber's Signature /Yl is Business Phone Niunber � VVV J �_ o nsa 01 Plumber's A ss (Street, City, State, Zip Code) -70 9jo S 1 VIIL CountitTepartment Use Onl • Pi Approved ❑ IT Permit Fee Date 1: $ ❑ Ou vrn Re�r Dcrtial llJ IX. Conditions o rov al `p„4S yw, SPS' owlL- t.Ati, YSTEM OWNER: 3� J `r Septic tank, effluent f Iter and \W dispersal cell must be sernced / mainlalned wokr as per management plan provided by plumber. J (l 7 _ l / �r/` "'� \� P O�row .All setback requirements must be maintained tAipflt% Oa�1Y�5 en pc� or yii..�..��. ,,.•�.. �;xilicYi lu mmpkle plans for the system and submit W the County only on ender nolhas lhaeA VS a 11 inches in size SBD-6399 (R 11/11) Plot Plan Page 9, of 0, J-ME F --Jbs-qe^ L,YuNKER PROPERTY OWNER: ,Jrtt L, RAriEMAKKK f54RAV—E -�5I16A Legal Description: ICL. LOCH w i—tc NWT+y �* .m Sw'& SpC• i'7, Tgnl R7bW, I-VK4 OF I3AEI)wuJ1 ST, CQW, PCUN?Y 1Tv A I _as A 1" = 40 FT. (except where noted) C7 -- backhoe Ph S. L5 AeKi~ mposvrz� WELL- 'R aE . y u'r"M 5EYr1'C 'r+wK LSD ' FROM ZAs1M LIZ,6 J -04.40 F0AEw,Ij � t FYC a'rPE socrr+r p/1- r Site location: 1-4 0r ;COPY gof(`I DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD HAYWARD WI 54843-W2 Catlett Thmugh Raley httPMIsps.wi.gw/pl, mMndwhyaerviros w .wac .Qov o. - Tony Evora-Dowmmor Dawn Orhn. secretary April 16, 2021 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2023-4-16 Plan Review: PWTS-0421005S8-C Mary Huppert 28497 King Arthurs Danbury, WI SITE: Trent & Jessica Yunker Parcel ID 040-1189-90-012 Town of Baldwin St Croix County NW X SW ;4 S17 T29N R16W FOR: Description: l Mound Component Manual - Ver. 2.0, SBD- 3 Bedroom Mound -450 GPD- New- 26" 10691-P(N.01/01, R 10/12) itolimitingfactor- Effluent Filter- Pressure Distribution Component Manual -Ver. Maintenance required 2.0, SBD-10706-P (N.01/01, R. 10/12) 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. 145.19, 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 -site during construction and open to inspection by 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 concerningthis 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, Ja.�uc>c��o�uZ�y Joshua Rowley POWTS Plan Reviewer, Division of Industry Services (715)813-9111 Joshua.rowlev@wisconsin.gov MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Ii:ir)rtit T49-Te Project Name: TRENT & JESSICA L. YUNKER Owner's Name: (same) Owner's Address: 318 PINTAIL STREET BALDWIN, WI 54002 Legal Description: NW1/4 of the SW1/4, Sec. 17, T29N, R16W Township: BALDWIN County. St Croix Subdivision Name: NA Lot Number. NA Block Number. NA Parcel I.D. Number. 040 -1189 - 90 - 012 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Plot plat �R-hWS�6 RcpM F,�UEK• Designer. Mary Jo Huppert License Number 1859 - 007 Date: 03/31/21 Phone Number: 715 - 426 -1775 Sgnatu Designed Pursuant to the Mound ComPrnert M=n wr for POWTS Vwrsien 2.0 SDB-10891-P (N- 01101). mid both SSWMP Pub 40M 9.6 Design of Pressure DreUritiution Networks for STSAS (01181) and Prtsaure Distribution Component Manus Ver. 2.0 SB0.10706P (N. 01101) version 7.0 (R. 0302012) Page 1 of 8 Mound and Pressure Distribution Component Design Site Information R Residential or Commercial Design 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e g- 1 5 = 150%) 450.00 Design Flow (gpd) 9.00 Site Slope (%) 98.00 Contour Line Elevation (ft) 26.00 Depth to Limiting Factor (in) 0.60 In -situ Soil Application Rate (gpd/ft ) Note. Sand fill (D) celcu{atiorq assume a Table 38344-3 m-situ sal treatment for fecal mWorrn of <= 36 irx:nes Distribution Cell Information 45.00 Dispersal Cell Length Along Contour (ft) = 10.00 Cell Width (ft) 1.00; Dispersal Cell Design Loading Rate (gpdt) 1Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y j Pressure Disribution Information network? e' Center or End Manifold 3.33 Lateral Spacing (ft) If N above, enter the elevation (ft) 3 Number of Laterals of the highest point 0.156' Orifice Diameter (in) 3 50 Orifice Spacing (ft) = 11.54 ft/orifice 2.00 Forcemain Diameter (in) 39 00 Forcemain Length (ft) Does the forcemain drain back? $6.00 Pump Tank Elevation (ft) 4. 10 3955 System Head (ft) x 1.3 6.36 Forcemain Drainback (gal) Vertical Lift (ft) 41.63 5x Void Volume (gal) ,L Friction Loss (ft) 47.99 Minimum Dose Volume (gal) T` 0.00 In -line Fitter Loss (ft) 21.00 System Demand (gpm) 17.37 Total Dynamic Head (ft) v dta. options I choice x x - x x x 0.75 1.00 1.25 1.50 2.00 3.00 Treatment Tank Information 1000 00 Septic Tank Capacity (gal) Wieser Manufacturer Manifold Diameter Selection in. dia. options I choice 1.25 1.5050 2.00 x x 3.00 Gallonsfinch Calculator Total Tank Capacity (gal) -- Total Working Liquid Depth (in) [� gallin (enter result in cell 849) Dose Tank Information Effluent Fiker Information 650 00 Dose Tank Capacity (gal) PolyLok Filter Manufacturer 17 00 Doac Tank Volumc (gal/in) 526 '.. Filter Model Number Weiser Manufacturer Project TRENT & JESSICA L. YUNKER Page 2 of 8 1 Mound Plan and Cross Section Views 1 /�4 Observabon Pipe a =© K 7 Mound Component Dlmensions Al10.00 ft E 20.80 in H 1.00111 K R 16 ft B 45.00 ft FI 9.25 in 1 12.35 ft L 63.33 ft D 10.00 in G 0.50 ft J 4.97 ft W 27.32 ft 450.00 (ft)Dispersal Cell Area 1005.57 (fe) Basal Area Available 10.00 (gpd/ft) Linear Loading Rate 4.50 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.60 (ft) —� G H I F,, 99.33 (ft) Lateral 98.83 (ft)—► — Invert Dispersal Cell Elevation D ❑3 4 .00 (it) Contour Elevation 9.0 % Site Slope Geotextile, Fabric Cover Shading Key See lateral details on 10 ® Topsoil Cap 1.5 ft Page 4 for number, size. 02 Subsoil Cap a rtt and sparing of laterals. ASTM C33 Sand 1 Laterals are equally Tilled Layer d o.� ftsparxd from the dishibution ce�'s ©� Aggregate v o centerlme in the A « Nstributian cell (AxB). Project: TRENT & JESSICA L. YUNKER Page 3 of 8 End Connection Lateral Layout Diagram l ederrM later alS+user Ore P.L eNmensrun •+turn-uO W[ssO wa Na nr nlgnwp MuO -- Ye.Aaurcal I'-X_�I Hdef 4tlix••Y oneM GCY+WnWrM IYerJ FAXafa Laf"Wa a. rrnr_erndn Sch 4D PVC rrPr SPS Table 384 30-6s rt.yn .:.nrr.. ron .y ae :w .. �._.t r_mxu+WOp wq [••vrA Number of Laterals Lateral Diameter Lateral Length (P) Lateral Spacing (S) Lateral Flow Rate System Flow Rate Total Dynamic Head 3 1.25 in 43.56 ft 3.33 ft 7.00 gpm 21.00 gpm 17.37 ft Orifice Diameter Orifice Spacing (X) Orifices per Lateral Onfice Density Manifold Length Manifold Diameter Forcemain Velocity Dose Tank Information Electrical as per NEC 300 and —� SPS 316.300 WAC DisconneG Tank component is property vented Weiser Capacityl 650.00 Volume 17.00 Manufacturer Gallons ga�nch Dimension Inches Gallons A 22.51 382.71 B 2.00 34.00 C D Total 2.82 10.90 38.24 47.99 185.30 650.00 Alarm Manuafacturer I SJE Rhombus Alarm Model Number Tank Alert AB A i B C Pump Manufacturer GOUL Pump Model Number*i�^ Pump Must Deliver 21.00 gpm at 17.a7 ft TDff Locking cover with warning label and locking device and sealed watedight 4 in. min. E-- Alternate outlet location Forcemain diameter --1 2 in. Weep hob or anti, siphon device . Pump o6 elevation (ft) 86.91 41 Dose tank elevation (ft) 86.00 Project: TRENT & JESSICA L. YUNKER Page 4 of 8 Mound Strstem Maintenance and Operation Specifications Service Providers Name -- Darrell's Septic_Servce Phone 715-425-1025 POWTS R ulators Name St Croix Coun Zoning Phone 715-3881680 t 7 - L 111[ Design Fknv -Peak 450 gpd Maximum Influent Particle Sae 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank C pacityl gal Maximum TSS mg/L Soil Absorption Component Sae 450 fe Maximum FOGFilch mg/L Type of Wastewater Domestic Maximum Fecal Coliformu/100 mL Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other T Service Freguenev Inspect and/or service once every 3 years Should inspect and dean at least once every 3 years Test once every 3 years Should test monthly Laterals should be flushed and pressure tested every 1.5 years Inspect for pondmg and seeonce every 3 years 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 3- AN gravity and pressure piping materials conform to the requirements in SPS 384, Wts. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Finished •...........• Grade yr 6-9" Diameter Laura Sprinkler Valve Box r i1 . -17- Lateral Turn -up Detail ............... Threaded Cleanout Plug or Ball Valve L 90 or Two 45ree s Same D' as Lateral Project TRENT & JESSICA L. YUNKER Page 5 of 8 Mound System Management Plan Pursuant to SPS =3.K Yvfs. Adm. code s The system shop be operated in accordance with SPS 382A4 We. Ades. Cods. and shag narnteee0 in accordance with as' Component manuals [SBDQ10M-P (N.01101), SSWMP Publication 9.6 (01181), and Pressure Distribution Component Winuai Ver. 2.0 SB0.10706-P (N. 01/01)) and local or stab odes pertaining to system maintenance and menMnance reporting. No one should ever enter a septic or pure tank sece dangerous gases may be present that could cause death. Septic and pump tank abandonment shalt be in scoadarhce with SPS W3.33, Ws. Ades. Code when the tanks are no larger used as POW" comporrerds. Septic or pump tank manhole risen. access risers and covers should be inspected for water tightness ess and soundness. Access open" used for service and assessment shall be sealed watertight upon des complatm of service. A" opening downed unsound, defective, or sknbjed to fa*ue must be replaced. Exposed access openings "SW than 8-inches in diameter SW be secured by an of acluve locking device to prevent acddentel or unauthortned entry into a tank or cempaima. Ssmtle Tank TM septic tank aha* be maintained by an individual certified to service septic teas ceder s. 281.48, State. The moments of the septic tarok MO be dlapomd of n accordance with NR 113, Ws. Aria. Coda. The opera" condition of the sepia tarok and outlet flbr shag be amassed at least once every 3 years by inspection. The outlet Idler shag be dwned as necessary to ensure proper operation. The flger cartridge should not be removed unless provisions are made to retain solids n the tank that may slough off the lifter when removed from ila endo®ue. Nthe Interis equyped with an alarm, the filter sW be serviced if the aarm is activated continuously Iraernminem filter alarms may indicate cage flows or an anperdag continuous alarm The septic tank shag have as contents removed when the volume of sludge and span in the tank exceeds 113 the liquid vclune of the tarok. if the ccntents of the trek we not removed at the time of a triennial assessment, maimsnroe personnel shag advise the owner of when the Told service needs to be performed to maintain less than maximum scum and sldgs accumulation in on W*. The addition of Iasi 1 9- 'or k9anNcal additives to enhance septic tank perbrtne toe is generally not required. However, 0 such products are used tlroy shall be approved for septic tank use by On Department of Commerce. Pura Tank The pump (dosing) tank shag be inspected at Fees[ once every 3 years. AN switches, alarms. and pumps shag be Oested to verify proper operation- If on effluent filar is istal ed within the tank a shall be inspected and serviced as necessary. Mound and Possum Dlabfbu8an System No bees m shrubs should be plamad on flhe mound. PWdkps maybe made around the mounds perinetex and the mood shelter seeded and mutW as necessary to prevent erosion and to provide some protection from bast penetration. Traffic (~ Harr fa vegetative maintenance) on the mound is not recommended since sou ccnpecbm may hinder seraeon of the nduRalivs surface within the mound and snow oompectionn in the winter will promote frost paratration. Cold weather installations (October -February) dictate that the mound be heavily muhded as protection from *oozing. Influent quality into to mound system may not exceed 220 mglL BOD, 150 mgfL TSS. and 30 mg& FOG for septic tank effluent or 30 mWL BOD„ 30 n & TSS. 10 m9& FOG. and 104cu/100 mL for highly heated effluent. Influent flow may not exceed maomun design flow specifod in tta permit for this retaliation. The pressure distribution system a provided with a flushing poet at the end of each lateral. and 4 is rewnrrakded that each abret be fleshed of accumulated solids at bast ace eery 18 months. When a pursue lest is performed 4 should be compared to the egal test when he system was installed to determine 4 orifice dogging has occurred and if orifice caxrikg is required o melntain equal deshkbution wNhin tta dapensat are Oceerverion pipes within the dispersal cetl she* be decked for effluent pending. Porrdkg levee shall be reported to the owner, and any *vats above 8 inches considered as an spending hydraulic fail re requiring additional, more frequent monitoring. cororoawm Pion H dro septic tank of any of its ccmpaherhte become detective tie tank of component shah be repaired or replaced te keep the system in proper operating k on if the dosing tank, pump. pump controls, alarm or read wing becomes detective the detective aonponenga) sIW be kmadably repaired of replaced with a component of the same or equal performance. If the mound component fta to accept wastewater or begin to discharge wastewater to the ground surface, it will be repaired or replaced In its' present location by naeaseg basal area if toe leakage occurs or by removing brobgrcetly dogged absorption and dispersal media. and related piping, and apladrrg said components as deemed necessary, to bring the system irko proper Worthing condition SeePage 5 of this Man for the rime and number of your local POWTS regulgor and service pmvKW PrsUsa4TWA L41M The information and schedule of rtananagenxnb and maintenance for pratreahrant devices such as aerobic treatment Was or disinfection units am attached as separate documents and we considered part of the overall nanageme d plan for the system. Project: Page 6 Of 8 Wastewater METERS 10 9 8 2 11 0 FEET 30 25 20 15 10 5 00 L 0 MODEL INFORMATION 10 20 30 1 i i 2 4 6 CAPACITY 40 50 GPM 8 10 12 W/h Order Minimum Float Switch Cord Discharge MinimumMinimum Minimum Maximum Shipping No. HP Vohs Amp Circult Phase Style Length Connection On Off Basin Solids Weight Breaker Level Level Diameter Size Ibs/k EP0411 115 12 20 NoPlug / SwitEP0411A 10' 1h" Manual Manual 15' 20/9.1 Piggyback / Wide -Angle 10' i h" 12" 6" 15' 21 / 9.5 Plug/ EP0411F 4 1 No Switch 20' ih" Manual Manual 15' '/." 20/9.1 1AC S Piggy Wide- ng / Wide -Angle 20' 1Ye" 12" b' 15' 21/9.5 12 230 6 10 Plug/ No Switch 10' 1'k" Manual Manual 15' 20/9.1 Plug/ EP0412F No Switch 20' 1'h' Manual Manual 15" 20/9.1 EP0511F 115 13 20 ch No Switch 20' 1W Manual Manual 15" 22/10 Piggyback / EP0511 AC .5 Wide -Angle 20' 1'k' 12" 6" 15" 23 / 10.4 EP0512F 230 6.5 10 Plug / No Switch 20' 1 h" Manual Manual 15" 22 / 10 PAGE Plot Plan PROPERTY OWNER: Aik� Ssssi Legal De9Clfptlom �A L (, lA-I .L J )k) -r lid Site location: w 1 �,Mr z -rnr cl= rtir� rive /oz•-�'y 1 s, x- - p/c A""y 440' v i PW 9 at ILL 1" = 40 FT - (except where noted) r� a backhoe pit }' _ L- North I rrDws Ei�, WeL 71 6£'• j 26 FROM sEar2 -hwK >4'6 r FROA'r AWLAMD SYsr€o" r r .�?' Z"Aa'i.N U266$ Spl.�p F9p£A9A'� r` � o'4C�1,uTp s` i Jrflp er crr > n'E 9AGF-'� 8 of )q Wiscorttrtt Deps onent of Safety and Prowssmnal Servz s Division of krdKlry Services SOIL EVALUATION REPORT Papa _ of 4 n aOc dance MM Wb b J, W5 Nam uqa: Attach oompwte site plan on Pieper not less than 6 12 x I inches d we. Plan nxrst m We. but not limited to vertical and horizontal re/erenoa point (SM), direction and percent slope, scale or denerwons, north arrow, and locadon and distance to nearest road. Johmse print ap infomwfion. OerxwW inbrrnarlon you pov'de may eo ura kx secaMary WnOaxs IVnvasY bow, s. t5 M tin I (m)I -- C-01tv ST. CR()17C Parma I D. Opt - 1039 - 40 - VA Revco M Oats Prapenlr Owner JILL L. RADEMAKER BARABE & MSSICA L. YUNKER Prop"Locabon Gong Lot -- NW IM SW IA S 17 T 29 N R 16 E (or) Plop" Owner'e l AMV Address 9109 NEWTON AVENUE S. Lot a Block a -- StM, Imme rx GSIAIf (PENDING) Coy S4Mb ap C4& Phone Mwber BLfk)Mt1 ITMN, I MN 1 55431 ( 715 531 - 7633 VMape. [qTown Nearest Rood 220TH STREET Q New Corwlltwtian Umn RewddVba l / Manta of bedroon _ Cade derived design Mow raw -- _ _ _. GPD ReplantnM FD Public or aonsnertlal - Doserkw Parent 'list" _ _ IOexx oYeT tit) - Flood Phd n elevation 4 appliceblit General oDnvnwft MOUND SYSTEM -= 0-43 F t. SAND KU -- 0A LOADING RATE Oil PRETREATMWT GEOMAT --- 1.0 ea"nrn and rardmiio ns M aced nil - 0.9 LOADING RATE D Pit Graved wrFace efev 10(1.(N)-it Depth In, limtinq factor . 26 Sent Amilcmillon Rate NaFim Daplh in Donwwvt Color Mrnum Redm Deseiplbn Ou Sir - Cont. color _ TexWe Slnrtkae OF, St Sh. Casiswrce Bantry _ Routs -EMI -E7M2 1 0-6 IOYP3/3 Nil 2f-nia&sbk mfr _ ant Ivf-m 04 08 2 6-11 10YR3/2 Nil 3f*bk tit& as ivf-( 0A 0A 3 I1-26 7-5YR3/4 - - sl 2f-tnabk mutt as Ivf-f 0.6 t.b 4 26-36 7,5MI/4 rein l,SYIt3/M Ni- 0m mfi 0,2 0,6 a ❑ Barky Pit Gmund sunace slev. 9G,RA A. Depot to ,ynyyp factor 20 in _- SO4 AppksWn Rind wrenl Co" urm" Redox Desaipeco Ou. Sc Can! Cokx Taks" glr c Qr. Sz. Sh. Coet*t*noa Boudery Root* GPDM •EMt 'Et4f1 YR3/3 - Nil 2f-mlibk mfr as IvTm 0.6 p,Q W29 YR3/2 _ - Nil 3fab mfr � IvLf 0.6 p.S YR4/6 - e1 2Lmahk mvfr w lvff 0.6 1.0 YR4/6 mld7sYRYR ,mil pm mfi - p0 0.0 ma gu -ewnwnt lWd-300 30 and TS8<3D nV& CST Nana �IsOee Print) , CST morrow MMY lV 11UPIMIM011IMes Soil Testi- & Desi v . AddMa_ 774932 - Dew E uoroucuw Telepldne N1MnEtif 28491 King Animes Ctkwt, Dltmm". WI 54A30 11 10.2020 715-426 1775 _ --.-- %Bf3iS30pt01/I31 prop" oMbr Ylh fKFR et d Fb to 0 Boring _ I 1 " m r�l.,,: tst,,.enora..ter,,. 96,30 k 002 - 1038 - 40 - 050 Depth IDWAN !actor, 26 _ n. 2 a Page -- d-- HOrtzm Depth n. DOniitlR CotOr WAMN Rbt#NI Dlrc:i On OU_, 5L Com Cdd TexMe StLCU" Gr. St Sh. CarOgWrICe 9wttlarY _ Rods GPDIW -EM" _'EiM4 1 0-9 _ 10Yit3/3 sil 2f-ma&.sbk m& a Ivf-m 0,6 0.8 2 9.12 _1 YR3 _ sil 2f-mebk mh 4s Ivt-f 0.6 04 3 1-26 7.5YR39 -- s1 2f rnsbk mvli u ivf-f 0.6 1.0 4 26-34 7.SYU/6 _ mld7.5YR5/9 sl Om mfi 1 0,2 0.6 same gr ®® lll R w ®Mao= FlBmirq N BOmg IH ar Ground s x%M atev. fl DeDih to Iir, rW factor n. "SONkafal Rate MOrftnn Depth - in Dorritw* COW K*AMWA Redox DPsoip�on Qu Sz. Cw t COW Texture Stntchue Gr Sz. Sh CatsKbrc:e Bdndsy Rods G_PDItF 'EIINt •EfiN2 Eftt NI = BODE > 30 < 220 mg4- arxf TSS >30 < 750 myt. r*LW N 02 - BDD, a 20 aXVL and TSS < 30 mWt Plot Plan par PROPERTY OWNER: 't Legal Description.__ _ ----- _ -- n(I • w[ • �/tC- c, v /en ca Site location: 40 FT. (except where noted) _= backhoe pit North ��r � �re ��<.: y�Gti�r,E,, #: ST. CRo NTY SANITARY SYSTEM File e#:ce UseOnly OWNERSHIP/ADDRESS FORM Ceatedz/zoz1 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 Property Files Scanned weblink. OWNER/BUYER INFORMATION Owner/Buyer Mailing Address t_ City/State/Zip � til d--),,) (--- S-Llo 37 Phone Number (required) 7/ - - 5-3/ - 7t.33 Email Address (requ Parcel Identificatior (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Property Location SuJ 1/4 , > w 1/4 , Sec. iL , T 2-�L-N R-4L,-W, Town of &-,LAl u :w1 Subdivision Plat: , Lot # Certified Survey Map # / oZ / S `](> Volume / Page #(�. Warranty Deed # (before 2006)Volume Page # Number of bedrooms Spec house ❑ yes 13 no Lot lines identifiable 53 yes ❑ no q OFFICE USE ONLY New Property Address ! 3 3 22y T-H ST (Verification of new address required from Community Development Department for new construction.) (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 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.00v YUNKER RESIDENCE NEW CONSTRUCTION BALDWIN TOWNSHIP, WISCONSIN NOTES Z U3 Z O U N Wa U = Z co W Z p L O WOf f— U W Y p Z J Y [QG wa U m Z U3 w Z C r) Q w F KW w Q 2 OO Q rm 1 FOUNOA➢ON LOWER LEVEL FLOOR PLAN 1 325 TOTAL 5F. 1 062 O. 7 %1MAW LEVEL ROOP f1325 SF1 Z Z 0 U U) A3 YUNIER RESIDENCE y � BALDWIN TOWNSHIP, WISCONSIN = e i � i� :--------------------------------5 hd w c_ z = wm oz CO wF w3 z� i OSIDE ELEVATION I I I I I I I I I I I I I II I I II I I it I I I i II 1 I II �. I Lr--- 1 YUNKER RESIDENCE BALDWIN TOWNSHIP, WI rn ft-- I I I I I I I I I i I I I I I I I 1 I I I L -- Wisconsin Department of Safety and Professional Services t Dwision of IndustryServices i�ltl�i 2 ('' 202G SOIL EVAL ATION R ORT Page 1 of 4 in aulxxMjancu W ul Oro . a' vn5. Huin. blue Attach complete site plan on paper Trot less.ft 112 x 11 Inches insize. Plan must include, but root limato tq; yeindetani tal reference point (BM), direction and percent slope, s�dtrtSehsions, north arrow, and location and distance to nearest road. Please print all information. Personal informatmn you pmvlde may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). COU"ty ST. CROIX Pa�d LD. 002 - 1038 - 40 - 050 Y� Revi wed by Date i -7Z Property Owner JILL L. RADEMAKER BARABE & JESSICA L. YUNKER Property Location I ❑ Goyt- Lot -- NW 1/4 SW 1A S 17 T 29 N R 16 E (or) W Property Owner's Mailing Address 9I08 NEWTON AVENUE S. Lot # Block # — I Subd. Name or CSM# (PENDING) City State Zip Code Phone Number BLOOMINGTON, i MN 1 55431 ( 715 ) 531 - 7633 ity Village own Nearest Road 220TH STREET New Construction UseQ Residentral ! Number of bedrooms NK Code derived design flow rate NK GPD Replacement Public or commercial - Describe: Parent material loess over till Flood Plain elevation If applicable NA R. General comments MOUND SYSTEM -- 0.83 FT. SAND FILL — 0.6 LOADING RATE OR PRETREATMENT GEOMAT -- 1.0m and recomendations: ft. sand fill — 0.8 LOADING RATE Boring # Boring Spit Ground surfaceelev. 100.00 R Depth to limiting factor in. Sal ApplicaL Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Carl. Color Texture Structure Gr. Sz. Sh Consistence Boundary Roots GPDM 'Eff#1 I -Eff#2 1 0-6 10YR3/3 — sil 2f-ma&sbk mfr as Ivf-m 0.6 0.8 2 6-11 IOYR3/2 -_ sil 3fabk mfr as Ivf-f 0.6 0.8 3 11-26 7.5YR3/4 — sl 2f-mabk mvfr as Ivf-f 0.6 1.0 4 26-36 7.5YR3/4 m1d7.5YR5/8 sl Om mfi -- -- 0.2 0.6 a Boring # Boring 96.88 29 PI{ Ground surface elev R Depth to limiting factor in. Sal Icetxm Rate Horizon Depth In. Dominant Colo Murrell Redox Description Qu. Sz- Cont. Colo Texture Structure Gr. Sz. Sh Consistence Boundary Roots GPD/fP `Eff#1 `Eff#2 I 0-10 IOYR3/3 -- sil 2f--msbk mfr as Ivf-m 0.6 0.8 2 10-13 I0YR3/2 sil 3fab mfr as Ivf-f 0.6 0.8 3 13-29 7.5YR4/6 sl 2f-mabk mvfr as Ivf f 0.6 1.0 4 29-33 IOYR4/6 m1d7.5YR5/8 sc1 Om mfi — -- 0.0 0.0 some gr. " tmuenl Oil = t3VU > 3V < LLU mgFL and I ob >JU < l JU rrgL " tmuali az = ovu 1 . nxyL ura I ao : . FT"L CST Name (Please Print)_ _ S CST Number MARY JO HUPPERT Hollister's Soil Testing & Design) ti 224832 Address Dale E Conducted Telephone Number 28497 King Artbur's Court, Danbury, WI 54830 11 - 10, 2020 715-426-1775 YL NKER et al Parcel ID # 002 - 1039 - 40 - 050 Page 2 of 4 3 Bing # U Boring Ground surface elev. 96.30 8 26 ❑' Pit Depth to limiting factor in. Shc ication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDM 'Ef#ti I 'Eff#2 1 0-9 10YR3/3 — sil 2f-ma&sbk mfr as lvf--m 0.6 0.8 2 9-12 IOYR3/2 -- sil 2f mabk mfr as lvf-f 0.6 0.8 3 12-26 7.5YR3/4 -- sl 2f-msbk mvfr as 1vf-f 0.6 1.0 4 26-34 7.5YR4/6 mld 7.5YR5/8 sl Om mfi -- — 0.2 0.6 some gr FIBoring # !__I Boring Pit Ground surface elev. R. Depth to limiting factor in. Sal Application Rate Horizon Depth in I Dominant Color Munsell Redox Description Qu. Sz_ Cont. Color Texture Structure Gr Sz. Sh Consistence Boundary Roots GPDM -Eff#1 I 'Eff#2 Boring # � Boring Pit Ground surface elev ft Depth to limiting factor in Sal ica; Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cott Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIfF •Eff#1 I 'Eff#2 ` Effluent #1 = BOD, > 30 < 220 nVL and TSS >30 < 150 mglL ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mWL S8f),Y 310(ROM 1) Plot Plan paw 3of I PROPERTY OWNER: , Ji ", L, yLIMKZK Legal Description: d M. L-OIATt D im -rN6 ANjI,/ i 0T- -q* sar. i'7. -rzq Ri;Qw) TOK4 0+ I3ALDNW. ST, CIZ>rK COUNTY, !n)15C�nlSI� . OOL-ID3�4D-o50 J 3 Site location: '17 1" == 40 FT. (except where noted) Q = badchoe pit ,5 zs Acx�s m v mp oP Luc PIPE: /A?-20' u�If y}S3otMED rr-0.00 '0� 50 tr r p/� ? -4- 7�ssiC�t yu.��l.�r` a 75r-S Pf-(COUNTY NO. 633344 STAT,K,.SANIT.�IRX PERMIT OWNER PLUMBER TOWN J> v PREVIO S 61k) wo .& (73 SUBDIVISION NO. >RJ�� 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: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. ISSUING OFFICER - DATE RENEWED BEFO POST IN PLAIN VIEW THAT'DATE VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION SBD-06499 (RI1/20)