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Home My WebLink About030-2153-41-000 (2)Wsconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes (Privacy Law. s 15 Oa (1)(m ij Permit Holder's Name --FCity Village Township Melvin & Christine Felling TOWN OF SAINT JOSEPH CST BM Elev Insp BM Elev BM Description 9q. l32 vF Sal I ANIN INI-VKMA I IUN TYPE MANUFACTURER CAPACITY Septic r Dosing 'loci- rl Sefs CX 2 J � l�7 Aeration Holding TANK SETBACK INFORMATION TANK TO PIL WELL BLDG 1 Vent to Au Intake ROAD Septic D ' Aer Hol PUMP/SIPHON INFORMATION Manufacturer Demand Du I GPM Model Number �J (,0+-5prn I I -5 fe91a TDH Lift Friction Loss System Head TDH Ft 5 65 D 4311 Forcemain Length Dia Dist to Well 7lSDI 7( nod Igslalled SOIL ABSORPTION SYSTEM ELEVATION DATA County St. Croix Sanitary Permit No 645430 State Plan ID No Parcel Tax No 030-2153-41-000 SectionfiowrVRangelMap No 20.30.19.3111 STATION BS HI FS ELEV. Benchmark /0 2,5 lc�i.3a I Alt BM Bldg. Sewer 9 St/Ht Inlet Dt Inlet Dt Bottom T6P Pe Pza Header/Man. �AS IDI.33 Bot System 1-2- l �s•bs Final Grade 4+s;de 0� 75 ICI-sis fll� C,,,-c CII I on4- rS 2 r bP o7" �rvl-r I `Z �•Y q.9 lo0 98 BED/TRENCH DIMENSIONS Width 'T�` Length -5Di No. Of Trenches Z PIT DIMENSIONS No Of Pits Inside Dia, Liquid Depth SETBACK INFORMATION SYSTEM TO P/L BLDG WELL LAKEISTREAM LEACHING CHAMBER OR UNIT Manufacturer. eb,-1 ' Type Of System Model Number UIJ I f%I DU 1 IVN a T a I tM rL. rlManrfold Distributionx HoleSiza x Hde Spacing Vent to Air Intake ngth tat Dia y Length pacing SOIL COVER I Praefrrlra Rvctama nnlu YZ Mn„nri n, ef_r_ A. Depth Over Bedffrench Center ZiI Depth Over B xx Depth or eededlSodded Xar Mu �Y..�o opaol Yes COMMENTS: (Include code discrepencies, persons present. etc.) Inspection 91: Inspection #2: Location: 1461 48TH ST �SefJtin P' qre 01 Olrisde C0r9trS G+ 12" ( b04Dn 1) Alt BM Description = i I1er Cap"{ 2.) Bldg sewer length = 28' - amount of cover = V of co✓ar Plan revision Required? !--.Yes No �l 'S Use other side for additional information-L SBO.6710 (R 3197) Date qQ,epcto s Signature Cert No <,AN- Z o ZZ - 3 od Department of Safety C°'°"y -�� & Professional Services, ST. CROiX Sanitary Number be filled Industry Services Division -Permit (to inby Co.) . 3 0 202 Itary Permit pplication State"franti ctionNumlaer In accordance with SPS*R;' ' ` u ty 's .nor This li,rn to the appropria ,- rmit LKW� NA Project Addrem (if different than mailing address) is required prior w ohta on firms for stale owned POWI'S are subrnitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the l'rit act Law, s. 15 04(I )(m). Stat, 1461 48Tli STREET 1. Application Information - Please Print All Information Property Owner's Name Parcel 0 030-2153-41 -000 Property Owner's Mailing Address Property Location 2175 E.13TH AVENUE Govt. ovt. Lot city. Stare Zip Code l'Ixrrre Number 30.. N. ST. PAUL, MN 551 651 - 238 - 6443 SB/., NE '�/4, Six Uon Q_ 109 11. Type of Building (check all that apply) Lot N T 30 N R 19 W qQ or 2 Family Ihtelling - Numbx:r of ltcdr(x)ms 4 41 Subdivision Name PIONEER RIDGE Block ❑ Public/Commereial - Mscribe Use NA ❑ City of ❑ State Owned-17cscribe Use (: SM Number ❑ Village of Zo NA Cxown of ST. JOSEPH 111. Type of PQWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C if applicable.) A }( New Relacemeril System Other Modification to F.xis3ing System (explain) ❑ Additional Pretreatment Unit (explain) Syst EL — Bolding Tank Z- In -Ground GF( MA ❑ At -Grade ❑ h4ound Irxhvidual Site sign e nonal) (explain) C. ❑Renewal Before ❑ Revision List Previous Permit Number and late Issued ❑ Change of Plumber ❑ Transfer to New (h+za:r Expiration ! 5 J IV. Dia rsaVl'reatment Arco and Tank Information: _1% /� ✓J Design Flow (gPd) Design Soil Application Rate( st) Dispersal Area Required (s1} Dispersal Area Pro A.sl] System Elevation 600 2-0 p. 8 300 32 99.30 FT. Capacity in 'total # n Manufacturer Tank Information Gallons Gallom Units 1,% %0� i 5 Z� y a o $ U Q y� Nc%% ranks ExiTan ks sting T Septic or holding Tsnk 1250 1250 1 WIESER Dosing Chamber V. Responsibility Statement- I, doe undersigned, assume responsiblllty for iastallad en of the POYM diown on the attached plans. Plumber's Narne (Print) Plumber's Signature NUIMIRS Nunthcr Business Phone Nurnher ROGER NELSON � 226497 715-273-4444 Plunttxa's Address (Street. City, State. "Lip Code) 122 E. SUMMIT AVENUE, ELLSWORTH. WI S4011 V1. County artment Use Apprw,cd ❑ Disapproved Permit Fee s su �c7wa IssuingAgen lure ✓✓✓��` ❑ (hurter Given Reason for Denial j z g!�, �w� Conditions of Approval/Reasons for Disap val 3 �c C44 �Y 4� 0ALb4 rPwca,r, ,4restr , SYSTEM OWNER: ^_ �U l 1' �o1f 1 1. Sepik tar*, effluent finer aand{1 1J 1�'� 1N��-� �l`�}I� �/ST� H^ 4eY%4 " a- per manage oirtt plan pmusi t)e by Plumbnt*lr4 G A I serbsrk regUlrtmenls must be mairtbitted sr, f,fr ttpplrCi%le CodE/ordtnarxtis.- n Attach 10 natmptete puns �7�eoyvw-�- "Twinarnl submit to thw Coounty only on paper no/ kin than 8 la s I t incites in sire SBD-6398 (R. 03/22) ' `Z � yes. 1 -Z It / so() L r - Kevin Grabau From: Mary Jo Huppert <hollisterdesign@outlook.com> Sent: Sunday, July 9, 2023 11:41 AM To: Kevin Grabau Subject: Fw: Design From: Bob Berceau <bberceau@gmail.com> Sent: Friday, July 7, 2023 3:50 PM To: nelsonplumbinginc@icloud.com <nelsonplum binginc@icloud.com>; Mary Jo Huppert <hollisterdesign@outlook.com>; Andy Winkler <winkler@wieserconcrete.com>; Tom Donahoe <thomasldonahoe@gmail.com> Subject: Design Here is the design for Felling. Elevations are crucial. You have to take the lower side of the cell and follow the contour line and dig a depth of 1.1' into the ground on the low side. I have elevations but they may change in the field but the key is only 1.1' on the low side of the cell. P.S. If you have questions contact me at 920-819-4100, don't call Tom he doesn't know chit. LOL @ Have a good weekend :.• Thanks Bob Kevin Grabau From: Mary Jo Huppert <hollisterdesign@outlook.com> Sent: Thursday, July 6, 2023 2:47 PM To: Roger Nelson; Kevin Grabau Subject: FELLING TRENCHES Attachments: Felling split trenches.pdf Follow Up Flag: Follow up Flag Status: Flagged This email originated from an external source. Verify the legitimacy before clicking links or opening attachments. ROGER, ATTACHED ARE 2 SEPARATE TRENCHES. PUT A 3 FT. SEPARATION BETWEEN THEM. TRENCH #1 ELEVATION SHOULD BE 100.50 INSTEAD OF 100.30. REVISED THE PLOT PLAN TO SHOW 3 FT. SEPARATION HOPE THAT MAKES IT EASIER TO UNDERSTAND. In Ground and Dosing distribution Component Design Site Information ISD Required? R Residentiai or Commercial Design H 200.OD Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e g 1 5 = 159°l01 300 001 Resign Flow (gpd) - 11,00. Site slope (%) 100f- Prop. System Elevation (ft) ! �• 1 pth to Limiting Factor (in) 0.80 In -situ Soi Application Rate (gpolft?) 101.50 Lowest Onginal Grade Efe in System Area (ft) 101.75 Highest Dngrnal Grade De In System Area (ft) 97.30 Limiting Factor Elevation (ft) fl 05 Depth Below Grade Distribution Cell Information 3 25 Cell Width A 1 Number of Celts 2.00 Dispersal Cell Design Loading Rate (gpdKI 2 Influent Wastewater Quality (1 or 21 Distribution Information E Center or End Manifold. Dist Box or Drop Box 1 Number of Laterals System dosed N� )100 Lateral Spacing (ft) Manufacturer Information Treatment Tank information Effluent Filter information 1250 90 Septic Tank Capacity (gal)i Polylok Inc /Zabei Filter Manufacturer Wieser Concrete Manufacturer 525 Filter Model Number Pro)ect. MELVIN O 8 CHRISTINE M FELLING Page 2 of 10 1n Ground Plan View Calculations I ft K tft S 0.00 ft it — ct.�k� 4 v�crY�L�y A 3 25 B 50 L 52 In7 59 Basal Area Caicuiatron GPO Loadm Rate 300 08 gallsq Way Totall 375 ft` Number of Cells 1 1 N1sty 7� q Basal Area Required 375 ft` Basal Area Pro sect 379.5 ft' GeoMat 1]ispersal Cell Basal Area Calcukatron GPO Laadin Rate 300 200 ga✓t ,q Wday Tota Y I 150 ft' ProposedProposedl 162.5 ft" GeoMat Width 3 25 t1 Cell Length ft ILneai Feet of GeoMat Required 46.2 Min. Cell Length] 462 Pt Lineal Feet of GeoMat Pro sed 50 Cell Spacing 0.00 ft NOTE Mi+i 5 drnwi� s;on = 1' System Elevat�on ��43 Limdm Factor Separation 2-m U1 L ac.t,un; Ptay wrlh tali IenrT'- • r•t de,-1 cell spacing. length and %mdth Remember system SHOULD be longer than it is wide it must air- ba :Wing rate and GeoMat cell ioWing rate Project MELVIN C & CHRISTWE M FELLING Page 3 of 10 In Ground Plan View .i Calculations I i`t ] ft 5 Q4Qft ° 2- `7 r / 1 ....................... .. _T)Q_CAV-+1 A 325 a 50 L 52 W 7.59 Basal Area Calculation GPD Loadtog Rate 300 0.8 gaysq today Totall 375 ft' Number of Cells 1 1 Cell Length: S4.40.ft Min Cell Lerigthl 46 2 ft Cell S acin 0 00 ft �2 i � FT n��w daJ1 V 4 47 Basal Area Requrred 375 ft t3asal Area Proposed 379.5 ft' GeoMat Dis rsal Cell Basal Area Calculation GPD LoadingRate 300 200 gaUsq f)day Total 150 ft' P ro sed 162 5 ft' GeoMal Width 3 25 ft Lineal Feet of GeoMat Requrred 46 2 Lineal Feet of GeoMat Proposed 50 NOTE Miry S dimension = I 993ft" \_ GI�AGE System Elevation` 9T -LimitingFactor Separation �J 2 ft 2,A*n Directions spaeing length and wndth RemernDef system SHOULD be longs; than it is i rate and GeoMat cell Wding rate Protect MELVIN O & CHRISTINE M. FELLING Page � 10 In Ground and Dosing Distribution Component Design Site Information R Residential or Commercial Design �200.00 Estimated Wastewater Flow (gpol 1.50 Peaking Factor (e.g 1.5 = 150%) 300 00 Design Flow Sgpd) Slope (%) 99,30 �CJ1_08-site Prop. System Elevation (ft) V W depth to Limiting Factor (in) 0.80 1 in -situ Sail Application Rate (gpolft ) 100.10 Lowest Original Grade Ele In System Area (fl) 100_60 Highest Original Grade Ele. In System Area (ft) 97.30 Limiting Factor Elevation (it) -0 201 Depth Below Grade N ISD Required? Distribution Ceti Information 3.25 Cell Width ift) 1 Number of Cells 2.00 Dispersal Cell Design Loading Rate (gpolft�) 2 Influent Wastewater Quality (1 or 2) Distribution Information E Center or End Manifold, Drsl. Box or Drop Box i Number of Laterals System dosed N 0 00 Lateral Spacing (f0 system not dospn Manufacturer Information Treatment Tank Information Effluent Filter Information 1250 00 Septic Tank Capacity (gal) Polylok Inc IZahel Filler Manufacturer Wieser Concrete Manufacturer 525 Filler Model Number Project MELVIN ❑ & CHRISTIfNE M FELLING Page 2 of 10 Plot Plan PROPERTY OWNER_ Oft STINT jFEL-c t•uG Legal pesmpWn: 1 pl Gil; { - AZ . ' C;i6 THE r w TM K A 1" _= 40 FT. (except where noted) n == haekhoe pit 3� North C iN, ►.:al-- , a\ M+- u` G 5j+ 'L _ Tef c F �. x19Cwit Plot Plan PROPERTY OWNER: &l-03 a--, OAK S-rlx�E ti Fa QG Legal Description: 1 LI 4 Pt C % Eb 03 TWE SEXf OF "tNF jjL SAC. 7_D� T C+� , 1Z14 Tcu , cF ii , sr. om1 K ec u •n A- 15 -ec 1 Llbl Y& SrR&ET X, 4r q i 1" == 40 FT. (except where noted) � = backhoe pit 3.OW ACK0-> jW v. Eu- cF%&Avbaf3 iAttu y,gr� au �tiis LAC. q�. (AAAMCU R�oC r' ls`X s;.` E4' op y., �n 3 _ _ FS#W=-Mf OF �i fi ate,"D NEkI 10C5&A-T AK, / �4cr1�1 location: �J " 5�•st a w� �•i foo 3 ;k k;c-u-v E% 1 �v GeoMet IN GROUND AND DOSING DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Owner Info Project Name. MELVIN O. & CHRISTINE W FELLING Owners Name: SAME Owners Address 2175 E. 13TH AVENUE N. ST. PAUL. MN 55109 Property Info Property Address: 1461 48TH STREET Legal Description: SE NE _ S _ 20 T 30 N To%na— V St. Jose County: PIERCE Subdivision Name _ NA_ Lot Number NA Block Number. NA Parcel 1,13 Number: 022 - 01059 - 0200 Plan Transaction No Index Pages Page 1 Index and title Page 2 i 41 Data entry Page 3}3-,GeoMat dirtr cell dravAngs & calculations Page 4 Lateral and cell cross section Page 5 Management & contingency Page 6 Maintenance 8 specifications Page 7 Distribution media Page 8 Plot plan R 19 W CSMB: NA Page 9 Filter specifications K Soil test 11 S- test rL io,; test {�- f 3 Aerial An cin MARY JO HUPPERT License Number: 1859-007 Date 09/11/22 Phone Number 715-426-17. 75 Signature. ! t Deaignef' State of Wisconsin Approval Stamp: WRYZi _ D 12 DesW ed Pu su" to me ' ; n Grand Com i i.' �,• eoYaH k Manual Ver ver h>� ai8 son .RVER fi.f :' Lay Z C1Z) Pape 1 of 13 In Ground and Dosing Distribution Component Design Design Worksheet Site Infoffnation Residential or Commercial Design 0 ISD Required? Estima d Wastewater Flow (gpd) Peaking actor (e.g. 1.5 = 150%) Design Flo {gpd) Site Slope (° Prop. System nation (ft) TRENCH #� Depth to Limiting actor (in) In -situ Soil Ai Rate (gpd/ t2) Lowest Original Grad Ele. In System Area (ft) Highest Original Grade le. In System Area (ft; Limiting Factor Elevation Depth Below Grade 3.25 Cell Width (ft) 2.00 Dispersal Cell Design Loadi 2 Influent Wastewater Quality, E Center or End Ma 2 Number of Latera 9.75 Lateral Spacing (J Manufacturer Information Dist. Box or Drop Box 0 Number of Cells System not dos System dosedN Treatment Tank information Effluent Fitter information 1250,001 Septic Tank Capacity gal) JPolylok Inc./Zabel Filter Manufacturer Wieser Concrete Manufacturer 1 525 Filter Model Number Project MELVIN O. & CHRISTINE M. FELLING Page 2 of 10 Site Information R 400.00 1.50 600.00 11.00 99.30 42.00 0.80 100.10 100.60 97.30 -0.20 In Ground and Dosing Distribution Component Design Design Worksheet Residential or Commercial Design Estimated Wastewater Flow (gpd) Peaking Factor (e.g. 1.5 = 150%) Design FI w (gpd) Site Slope ° Prop. Syste Elevation (ft) Depth to Limit g Factor (in) In -situ Soil Appl ti Lowest Original Highest Original Grr Limiting Factor Elev Depth Below Grade TRENCH #2 Rate (gpde) Ele. In System Area (ft) Ele In System Area (ft) kv (ft) listribution Cell Information 3.25 Cell Width (ft) 2.00 Dispersal Cell Design Loading 2 Influent Wastewater Quality (1 or 2) on E Center or End Manifold, Dist. Box Drop B 2 Number of Laterals 9.75 Lateral Spacing (it) System ISD Required? 0 Number of Cells sed Treatment Tank Information Effluent Filter Inf 1250.00 Se tic Tank Ca a i gal) Pol lok Inc./Zabel Wieser Concrete Manufacturer Project: MELVIN O. & HRISTINE M. FELLING System dosed N Filter Manufacturer der Model Number Page 2 a of 13 In Ground Plan View .- ----------- ME- rW *01 MUM Ic ft ft It Area Calculation Loading Rate 0.8 Totall 750 Number of Cells 2 Cell Length so: Min. Cell Length Cell Spacing 50 FA ft Ba I Area Required 750 ft ft asal Area Proposed 750 ft ft ft GeoMat Dispersal Cell Basal Area Calculatior GPD Loading Rate 600 2.00 gal/sq III Total 300 #tz Proposed 325 ft2 GeoMat Width 3.25 ft L, I Feet of GeoMat Required 92.3 Line eet of GeoMat Proposed 100 System Elevation 100.3 Limiting Factor 97.3 1 Separation I 3 11 NO : Min S dimension = 1 ft ft THE H #1 ft 2' Min 7irections. play with cell length to get desired cell spacing, length and width Remember system SHOULD be longer than it is vide It must also Satisfy basal loading rate and GeoMat cell loading rate Project: MELVIN O. & CHRISTINE M. FELLING Page 3 of 10 In Ground Plan View 11 Total umber of Cells Cell Length Min. Cell Length Cell SoacinA 2 cell GeoMat i ation GeoMat Dig Rate GPD 3 /,Uqday 600 7 ft2 2 GeoMat 50.00 ft 46.2 ft 6.50 ft II Cell Basal Area Calculation .oading Rate 2.00 gallsq Wday Total 300 ft Lineal FeeN GeoMat Required 1 92.3 Lineal Feet eoMat Pro sed 1 100 System EAvation 99.3 Limiti Factor 97.3 Sgoaration 2 NOTE. Min SVimen on = V TRENCH ft 2' Min )irect,ons )lay with cell length to get desired cell spacing, length and width Remember system SHOULD be longer than it is vide. It must also Satisfy basal loading rate and GeoMat cell loadinq rate. Project MELVIN 0. & CHRISTINE M. FELLING Page 3a of 13 End Connection Metal Layout Diagram Hole spacing 5 every 1T . 1 r2" hole at 4 & 8 O'clock, starOng 4 O'clock 6" from end and 8 O'clock Holes at 17from end Lateral Spacing 9.75 ft Pipe Diameter 4.00 in Distribution Cell Cross Section 1 O2.D0& t00.6 ft Finished Grndc 0.2 ft ' S wd Cf wrrerwo�ded 4 in —i 1* Di< Utw Fabric Top of geomat to be at o _. - y _i0EO MAT below original grade I �. 1 AYMMUMEiml 1 1 t (� I I I CG�d I I 11 1 Live Sudwe _- -:NATIVE.90,11 --- 42 ft ti Observation Pipes wrr�yratr 100 6 ft rwtinr 17' Min. 48" Max. Project: MELVIN O. & CHRISTINE M FELLING Page 4 of 10 Notes/ Maintenance Requirements MANAGEMENT PLAN This private onsite wastewater (POWTS) has been designed, and is to be installed and maintained in accordance with SPS 383, Wis. Admin. Code, the in -Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0 SPS-10705-P (N.01101). GeoMat in ground Component manual Version 1. 1. This POWTS has been designed to accommodate a maximum daily flow of 6059Rons of wastewater per day. The quality of influent discharge into the POWTS treatment or dispersal component shall be equal to or less than all of the following. A monthly average of 30 mg1L fats, oil and grease A monthly average of 220 mg1L BOD5 A monthly average of 150 mg/L TSS Wastewater shall not discharge to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the enforcement standards and preventative action limits specified in ch. NR 140Tables 1 & 2 at a point of standards application, except as provided in DSPS 383.03 (4). Wis Admin. Code. 2. The owner of this POWTS is responsible for system operation and maintenance. 3. Defects or malfunctions identified during maintenance described above shall be repaired in conformance with SPS383 Wis. Admin. Code, and the pertaining county Private Sewage Systems Ordinance. The user's manual, provided to the owner of the POWTS includes the names and telephone numbers of the property licensed individuals to contact for such repairs. S. No product for chemical or physical restoration or chemical or physical procedures for POWTS may be used unless approved by the Dept. of Commerce in accordance with SPS. 384, Wis. Admin. Code. G. If the POWTS is replaced, or its use discontinued, it shall be abandoned in accordance with SPS 383.33, Wis. Admin. Code. NOTES Two Effluent Filters to be installed where possible I to be installed in ST, and or 1 in pump tank in order to insure particle size less than or equal to 1/8'. Filters should be cleaned once in spring, and once in fall. Also, strainers in sinks in the building shall be maintained, so that solids and fats are minimized to flow into system. A minimum of 2 observation pipes per cell shall be installed. These pipes shall be located approximately at the end of each cell. The plumber, or county shall see to it that a copy of these plans including this page, maintenance folder, and maintenance agreement is given to the homeowner. This system may contain a dose chamber. If a pump, float, electrical outage causes the dose tank to fill, the homeowner should see to it that the effluent level in the tank is brought down gradually and not all dosed to the system at once. One large dose could cause damage. Contact a pumper or your installer if this problem occurs. The homeowner is responsible for formulating a water conservation plan that will ensure the system is rarely overloaded. I.E. spread laundry out over time, not 6 loads in 2 hours, while everybody showers, and uses the toilet, ETC. CONTINGENCY PLAN FOR COMPONENT FAILURE A. Septic Tank. Any structural failure resulting in cracks or leaks in the tank must be corrected by replacement of the septic tank component. Leaks in the joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water- tight. B. Outlet Filter. The outlet filter shall be replaced or repaired when it is either no longer capable of preventing the discharge of particles larger than 118 inch or when it has become permanently degraded by dogging so as to interfere with the design flow out of the septic tank. C. Dosing chamber and pump. The dosing chamber shall be replaced if any structural failure is found. Leaks in joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water -tight. The pump and controls shall be replaced when they are no longer capable of functioning according to the design plan. D. Pressure Distribution Piping. Partial clogging of the distribution network may resutt in unduly long dosing cycles. The ends of the distribution laterals may be exposed and the threaded end caps removed. The piping can be disconnected on the outlet end of the pump The distribution piping may then be back flushed to cleanse any accumulated matter from the piping. It is recommended that the dosing chamber then be pumped by a licensed plumber. E. Soil Absorption Cell. The discharge of sewage or wastewater to the ground surface is strictly prohibited due to the human health hazard created by the effluent. All failures created by surface discharge shall immediately be reported to the appropriate county. The pump shall then be immediately disconnected to prevent further discharge to the ground surface via the soil absorption cell. The existing septic tank and dosing chamber shall be used as a temporary holding tank until the necessary repairs to the soil absorption cell can be achieved. The replacement shall be initiated only after any necessary plan approvals have been obtained from the appropriate plan review authority and the required sanitary permit is obtained from the county. Project: MELVIN O. & CHRISTINE M. FELLING Page 5 of 10 In Ground System Maintenance and Operation Specifications Service Providers Name MARKO SEPTIC SERVICE Phone 715-273-5780 POWTS Regulator's Name S1 Croix County SPIA - Zoning Office Phone 715 386-4680 System Flow and Load Parameters Design Flow- Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow- Average 400 gpd Maximum BOD5 30dcfu/100 mg/L Septic Tank Capacity 1250 gal Maximum TSS 30mg/L Soil Absorption Component Size 162.5 ft2 Maximum FOG 10mg/L Type of Wastewater Domestic Maximum Fecal Coliform 10E4 mL Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System In Ground Service Frequency Inspect and/or service once every 3 years Inspect and clean as necessary at least once eve 3 ears Test once every 3 years Should test periodically Laterals should be flushed and eressure tested every 3 years Inspect for ponding and seepage once eve 3 years Miscellaneous Construction and Materials Standards 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 GeoMat In Ground Component Manual Ver. March 20, 2017. Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Component Manual Ver. March 20, 2017. Media is covered with an approved geotextile fabric. All gravity and pressure piping materials conform to the requirements in SPS 364, Wis. Adm. Code. Scarification of basal area is accomplished with a rake or other tool. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration Lateral Turn -up Detail 6-8" Diameter Finished Threaded Cleanout Lawn Sprinkler Grade \ Plug or Ball Valve Box Lateral Ends at Last Orifice Where l6i+i Long Sweep 90 or Two "----,45 Degree Bends Same Diameter as Lateral ♦Distribution Lateral Lateral Cleanout 99.3 Feet Project: MELVIN O. 6 CHRISTINE M. FELLING Page 6 of 10 GeoMat Distribution Call Medh Layout 3 25 CNI Width (ft) 2.83 Sldewall to Lateial (ft) Distribution Cell Cross-section Arrangements 0 0 -S- Component Legend 0 DistribuWn Pipe GeoMat is covered with approved geotextile fabric as per the their product approval Distribution Cell Plan View Layout - Typical 3 25 Cell Width -A (ft) 50.00 Cell Length - B (n) End Connection Leteraf Layout Diagram �r...rr �.. ..,.,..,.� ...r ..r. ..r.i r..r ..... +..r ..... ..� � ray; Typkal Dispersal Cell Finished G • 12"-48" wacAlHl hSCf11.Eyl� SMMd GowrteooapMeodnd PiPCINL �f IHu ` / glabdr. WMAT l i l V I I I 2" ASIM 33 S,3 11 1 I I, I Iafiltraave' Surface -NATIVE.SO1L. T;"iri-tpt Fu= See detafs on page 4 for number. we. and specnp of kderala. Project MELV1N 0 & CHRISTINE M FELLING Page 7 of 10 Plot Plan PROPERTY OWNER: EL�,0� C. ++FF-W.Uc= l epi Description: Li 91 1 PI WEER- F I Dk—%E I.1 &I E-F-) L, i 114E % V,4 CF- -tNF I :b f ' �C7 rw,R Z�K` �FI�!1l T3rAUu FIE�n 1" _= 40 FT. (except where noted) ba""ck��hooe�e pit I �—pAt=TDPCF 3�P, k A-6.,%&D I L6. CC ,Ise I5 42.14, (4w,) 4� 4Z P15 5 t, 13 r,.,.a1-0Va. PL-1221PL-5251PL-625 FEATURES BENEFITS Mk 'C.n�nud ,a Features S Benefits: ® MSi AMl1 S,��d.,eAg RECOMMENDED PRODUCTS d A o Oo 3 L o09 wog d � ��3 E N U) 0 l❑L Vi' Q O o a CL ��s q a Z In t o � LJi = v+ o C Z O O v a o t A b C A c Z . V CL b � a V O n ,Lp N cc o u c 'ao 3 c € F O O u.'`c E 5 0 l z O a OC V W a J I LU w CA a 3 Z x A LL M ; XI ]133 El 11 m } I E L.0 N AAV n ® I 1iff'fl•`'� III _ 1,tt1�'1! MEL i CHRls it f�lffllFELLING[ „u , 'i I;�L 11�1:11Ill S ` yA t a ter. A jr dw.i .. MEL t GHRIS FELLING w f N_ ' • rr � 1 i j l ------- JIL �' -- - --- lily II'1 i!ir ii (,�I�If MEL : CHRIB r FELLING �� i 0 A cc ti 3 3f{L ��fT�ELI SOk*VMT. W $40n MORTH MMMNLw w,UXmG sfTPACAS L#OH'r n TT. SM :D fT FAA* IS R OIMSA6OM3 AM SMOWM FOOM LOT Ufd TO OUTWOf fDUPODATION WALL LEGEND r WL"O .#OM tin KA PLAT Ow AS fOTLD WOOD ML4 Sr AT 10 DOUT OR ON WLLD+MG LIME CMMSLOM 10. TOF, Of Ma LLIVATION 1 o p TOP Of JkOh PNM QLYATIOM —• -- u WLDI 0"%AGf • oTAm UULMf MT DAAMWH LAMM X7 ALL FVTTMK D DURUNG [OIIMfAS YARD WITH Rk KA[S E �(�2-7-- _ Ws — DeparUneM of Safety and Professional Serviom � S W � pbe- Q,� ct k 8'rc Divam of kAgary services O� SPOIL N E Pape I 4 in accordance with SPS 383. V t Adm code DO1rfi' SI, C'ROIX Attach complele site plan on paper not loss than 8 1 Q x i t aches in sad Plan must ndude, but not Irnftd to vertical and haaontal mterence pcwht (BM), direcbon and Parcel I.D. 030 - 2153 - 41 - 000 PerceM slope. $cale or dimensions. north arrow, and location arw dMUWKM to nearest road Please print ON IMlbrivmdovt. by Dole Pefl ntl vdoi mn you Proma s y be u"d for secondary Purpom 1Pnvacy LJ , & 15 od (i) (m)) ! 17hW Iw Property Owner Property Location MELVIN O. & C'HRISTINF. M. FELLING Govt. Lot -- SE 1p NE Im s 20 T 30 N R 19 Property Owne* s MmkV Address Lot 0 Blodt 0 Subd. Narne or CSPM 2175 E. 13TU AVENUE? 41 - PIONEER RIDGE city Stab Zip Code Phone Nwft°r dY Vaage • own Nearest Road N. ST. PAUL. i MN 1 55109 { 651) 238 - 6993 48TH STREET EDNew ConSin-O on Use[g Reaidentral / Number of bedroorrm 4 Code dented d.W ltow hale 600 GPD 0 RepkaMT.,,d Pubbc or eor►mwcmi - Demcnbe Parent material SANDY LOAM TILL Flood Plain upon 4 aPPk:mtft )j o, - R Cienvrwm ande cony enclab GEOMAT INGROUND TRENC EII-S WA2" ASTM C-33 SAND AND 7" COVER MATERIAL. O.R LOADING and ceccmmendabons RATE .�_—_ ❑ Bonn9 - c- 18el�+- a ►tF r t i is ftm, &+fW WA, 'y 'r Q Pil Groundsurfaceslat I00.53 R Depth to wna, faux 42 n Horizon Depth in Domnant Color Munsee Redox Description Qu Sz Cont Color Textum sew" Gr Sz Sh consisMnca Bardary Roots OPOM 'EMI 'EM2 1 0-9 7.5YR2.5'2 si] 3fsbk mvfr as 3vf-co 0.6 0 2 9-� 7.5YR3,3 stl 3f-mabk dsh cw 2►f f 0.6 3 27-42 7.5YR-V4 sl If-msbk dsh cw Ivf-f 04 11.7 4 42-52 5ti R3.4 sl ()n mfr I vf-f 0.2 0.6 r, ? Bomg s Bo"1 W. 19 49 Q pn Ground surtsoe slot It Depth to lrritrV boor in Hor¢on Depth On Doryrharrt Color Munsa# Rados Oewroon Ou Sz Cons Cola Texture Structure Ge Sz Sh Conamlence Boundary Rods --u. rime GPCM 'Efrat 'ENis2 1 0-12 7.5YR2.5,2 1 2f-msbk mvfr as 3vf-co 0.6 0 12-36 7.SYR313 - I If-mslhk ds cw 2vf-m 0.6 3 36-48 7.5YR3,4 ,I Ifabk do -- Ivf-f 0.4 0.7 sumo grlcobs - cad, n y � w PU r a0 'ar � h �u MWL - MUeM W z OW < JU nWL am 155 c 30 rn9fL CST Name (F% Prvd) y &9natum Itnhbm MARY JO FiUPPERT HOLLISTER'S SOIL TESTING & DESIGN 224832 Address dale E��GLTe*A me Number 257520 FIREFLY LANE. WEBSTER, WI 54022 08 - 22, 2022 715426-1775 SULL833OW07-131 Prop" Owner FELLING. Melvin & Chnstine n"• n ., Ground tturfa M ebv Paroal ID 0 104.13 R 2 4 030 - 2153- 4l - 000 page of 43 Depth to III dMg %Cbx in So/ AWbCioRaft i Hor m De *h In u r-n - DW--t Color Munsel Redox Descr"m Ou Sz Corti Color Texh" Structure Gr. Sz. Sit Consietert0e Boundary ROOM GPUIf� 'E1tt4 'ERfi2 I 011 7.5YR2.512 sil 2f-msbk mvfr as 3vf-co 0.6 0.8 3 4 I1-24 2443 43-50 7-SYR313 IOYR516 5YR314 -- fl f 5Y R4 6 sil s sl 2fsbk Os g Om dsh d1 dsh cw aw - 2vf-co Ivf-f 0.6 0.7 0.2 0.8 1.6 0.6 1orizon 2 has some grreobs Boma s Boring Pd Ground surface elev R DeW to 1Krt&V factor in Soll a pe Ra1e ter+ ' Efdient #1 - BOO, > 30 c 220 rng& and TSS >30 < 150 rrg& %K"I.w f Rol 11. ' Efflum 82 - BOO, -c 30 mglL and TSS 130 mg& ' Efdient #1 - BOO, > 30 c 220 rng& and TSS >30 < 150 rrg& %K"I.w f Rol 11. ' Efflum 82 - BOO, -c 30 mglL and TSS 130 mg& Plot Plan Page of y PROPERTY OWNER: /VJCLLik; C. f C++��s�i.�E b1, FFU(,Qc legal Description: LCI LI 1. PI Ck;EfZ R 1 Q�-�, W A-t E, o � ' liE aX, LF tnE T m Xtgt 1cui,o rF ta. .11--5Ep„ -5T Grad X ec W . C rs - .-LI I . taL 14410 H�*ck STRiEFT ti y �Ksra � Site location: r, LcT `I I `r� is s3 • E�j vT (tire To SCt� T�K I" -- 40 FT. (except where noted) n = backhoe pit 3.0;,fe AAV�!, North (1,. V,; Ea- FAIL=Tor OF A%,.,t&r> ilt.CC .f-c , I/ r �•'. •! 4 ��a 4&l Imo i 0 M l- ' L (� D • d we z D 0 U v �1 a co o u 0 pp y w ex 9 amp�� av 'a xv d boo+ q „a �+ o ° 3 c 2 g a pp {ij p p -.0b� u A jya. Ld.$a°o'C72i�.�°irrNa e r a_ U F a�A+;[A o. M � d R C SUBMITTED DAY OF INSPECTION),G�NKSPECIFICA T"/ONS • 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 (19,6) slope, install cleanouts Weatherproof control box compliant Manhole 24" above with SPS 316 & NEC 300. Separate ---�.� /— grade with approved 100.0 ' 96.0 ' pump and alarm circuits required. �/ locking device Airtight seal Quick Disconnect Clean Out ----- n Sleeve forcemain in 4" SCH 00 J 9U.00, 88.75' i` tangy p a 40 PVC pipe acrosspprevent excavation to revent pipe 4" SCH 40 or 3034 PVC Bldg. Sewer Effluent Filter settling 1"-1.511 PVC Float Tree (-- +�- 30'——��.5�y 86.08 (Pump Off) Weep Hole 85.0�, �� •..,V 4" Pump Block Approved Bedding Material Beneath Tank .______________________________________________________________________________________________________________________________________ TankManufacturer/Model: Wieser-WLP1200/800-MR --------------------------------------------------------------------------------------------------------------------------------------- Filter Manufacturer/Model: Best - GF-10 --------------------------------------------------------------------------------------------------------------------------------------- Panel Manufacturer/Model: SJE Rhombus - Tank Alert 1 --------------------------------------------------------------------------------------------------------------------------------------- WLP1200/800—MR TANK SPECIFICATIONS 0 o a 164" DIMENSIONS: a WALL 3" n n BOTTOM: 3" COVER: 6" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 53" O.D. r LENGTH: 164' O.D. ------- ICI WIDTH: 96" O.D. BELOW INLET: 41' O.D. 4" CAST -A -SEAL IIII I 4' CAST -A -SEAL LIQUID LEVEL- 36" I III I WEIGHT: BOTTOM 12.000 LBS. m24 / COVER 8,170 LEIS. �I f O� INLET AND OUTLET: o TYP / 1, I I ` 4" CAST -A -SEAL BOOT OR EQUAL IIII �� + GASKET, CAST -A -SEAL BOOT OR EQUAL %I INLET AND OUTLET BAFFLE AND FILTER: FILTER OR m 8 II ��' WISCONSIN, SEE DETAIL p10 BAFFLE IIII zs IIII (OTHER STATES SEE CHART) a a _ LIQUID CAPACITY: 33.46 GAL/IN SEPTIC) W N — �+ — — — 22.24 GAL/IN PUMP) P N LOADING DESIGN: 8' 0' UNSATURATED SOIL LLAto € lop VIEW �QC30 TANK CAN BE USED AS: N SEPTIC/SEPTIC, SEPTIC/PUMP t,> OR SEPTIC/SIPHON 1U o I 0 "A -- "VENT COVER: MIX DESIGN y8 (NO FIBER) II�S O "t TANK: MIX DESIGN M9 (SMALL FIBER) `� 00 CUSTOMIZED TANKS: 12 FOR CUSTOM TANKS CONTACT WIESER CONCRETE INLET OUTLET O Q3"00 o c3 a a PUMP PAD DRAWINGS SUBMITTED f ,"„ SIDE VIEW FOR APPROVAL .APPROVED BY: SNEET N0. APPROVAL DATE: 1 PRODUCTS ALLDLO BY: TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS i H' ry ° N W ./ / o �{'( U) II Ln 9 CL il ui > CD o IV 'IV • cu 41 00 LA 7I— PN i— m m Ln b.0 W b-O Ln Q kg ci (14 N (14 1,F. ) 0 W u I"i I i i i w Gi M 00 in in b BO N rl-. Ln 0 o6 L6 %6 t6 00 00 00 00 E (n C3 (n C C: 0 0 C: C: 0 LU bn M 0 II II W i-- q 0 Lo Lq 0 0 — 14 O 0-r w 0 LO 0) 70 c r LU 0 m 0 1= LU z LLJ > LL- < U) U) (n U) LL 0 0 C) 0 2 0 Q Q 0 C) E ' Fig 0 D E E 75 ZO Q) 0 U- 0 0 2 U- F— 0 ;zIzz; :�i U- o - ------- - ------------- ------------------ ------- -------- - ------- ----- LL IL CL