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HomeMy WebLinkAbout657172 038-1242-02-000Wisconsin 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.15.04 (1)(m)]. Permit Holder's Name: City Village Township Franklin Carpentry LLC TOWN OF STAR PRAIRIE CST&tElev: 6MAAa# 61 Insp. BM Elev: BM Description: 9•ie .70 1 94•-7o / 11'- 61 TANK INFORMATION TYPE MANUFACTUR o S" ^ Yi �'� A _ t CAPACITY 11,j_ t;, d3(— Septic V w [ 5Ef_ r /oeo A5-0 Dosing 1—> Ch Hn.1 l I Ae ra Holdiryq TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic SO r Dosing tt << t 28 Ae ram Hol PUMP/SIPHON INFORMATION Manufacturer Demand ttItKfJOA/ GPM Xt" Model Number U6S3 TDH Lift Friction Loss System Head TDH Ft Q D•� .1(v $.?& Forcemain Length I Dia. Dist. to Well rr 2 SOIL ABSORPTION SYSTEM ELEVATION DATA County: St. Croix Sanitary Permit No: 657172 State Plan ID No: Parcel Tax No: 038-1242-02-000 Section/Town/Range/Map No: 31.31.18.1317 STATION BS HI FS ELEV. Benchmark f Alt. BM Bldg. Sewer /. 3 93•�S / SUHt Inlet St/Ht Outlet Dt Inlet Dt Qatte,, Header/Man. Dist. Pipe Bot. System /� iPr 1 , 7•q0•� Final Grade 6•zn 9rP,90 St Cover IRV-- theme 30 Qa gD 6�_' s •4ev. ) • �� S• r &EflQjftE.NCW Width Length j No. PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS �D 7�enches SETBACK INFORMATION SYSTEM TO Type Of System: w P/L , (,vi BLDG S. 4 WELL �C LAKE/STREAM r LEACHING CHAMBER OR UNIT Manufacturer. Model Number: DISTRIBUTION SYSTEM l L-4 TN c4�r_t ) Header/Manifl,& Distribution r r t x Hole Size x Hole Spacing Vent to Air Intake 21� L .— �V 2— i ' `r i ,+ 1 Length !A'— Dia ngth Dia Spacing .6� SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil red/Sodded ❑ Yes ❑ No ❑ Yes ❑ No oENT (Include code discrepencies, persons present, etc.) Inspection #1: b1101Z92,'f Inspection #2: cgt° �" ocation: 1840 90TH ST I 1.) Alt BM Description = 3) 3.0 s ^ /�1r�� ^� w �� 6e � �/} //11 2.) Bldg sewer length = 3�J' N.S�' f` S�"` Cr�K �r t�w�b'K `� be w' �� �� S I°cke Q, amount ofcover = > rf g rr `� Re wchwtar o.�a rn ii.. p,,t' r� 0_1 dZ net w,a L ,,� aJw, rr e,^ c�T !St- pQ� C 3� 3) ,nnP o�Q - p' aL j e,^ c'5�5; �e P I 2 e /b0ZW4 - Plan revision Required? ❑ Yes Y No 6 0 c / Use other side for additional information. 12 6 ` Date I Insepctor's ignature Cert. No. n G3 [ dWC C� Department of Safety County SAN-2024-108 & Professional Services, ST. CROLX _z o a' Sanitary Permit Number (to be Mled in by Co.) 1 MAY 0 2 2 0 2 Industry Services Division 657172 .: Sanitary it Application StatcTransaLl xnNumber In accordance with SPS 383.21(2). Wis. Adrrt. Code. submission of this farm to the appropriate goverrime- tal unit w requiredpnor to ordaining a sanitary permit. Note: Wicati;on forms for state-owned PORTS are mhmitt ed to Proj"-t Address (if different than mailing address) the DeparLneot of Safety and Professional Sertniccs. Personal information you provide may be u,,.W for sttiondary purposes in accordance with the Privacy I.aw. s. 15.04(1)(m), Stats. I 90TH STREFT L Appliication Information — P aue Print AN Information Property owner's Name t Parcel Number 038 - 1242 - 02 - 000 FRANKI.rN C.ARPF°NTRY f.l.0 Property Owner's Mailing Address Property Location 912 712ND AVENI) (loot I.at NA City. State Zip Code Phone Number NFW RICMA)tW, Wl 54017 715 - 441 - 8t142 NE yti SE 1„� �y;o„ 31 T 31 N R 18 Nair W IL Type of Building (check all that apply) LAu 11 El I or 2 Fanity Dwelling _ Number ofBedroouts 3 - 2 Subdivi"m Name Block ;e PLAT OF BEI.I.E VISTA ❑ PubticlCommercial Describe Use NA 0 City of ❑ State (honed - lkscribe t %se CSM Number ❑ Village of �NE X Town of STAR PRAHUE NA IIL Type of POVM Permit: (Check either "New" or "Repiwement" and other applicable on fine A. Check one box taa Hie B. Cer®Qlete Hoe C ' applicabliot,.) A. ew S v� � hf System > nw Y !� Outer Madifi�alturn to ftnatnnk Sastrm c ('xp�) (explain) Additional col CJreit e m ��^ t tC� qt 4.l R —' i Holding Tardc k In-Crrcwnd GF.OMAT ] At-f'rrade © Mound h►divid" Site Di� I1 Othcr'k ,.x lain) 7�' ('� �P oanvenilonal 1 C' Renewal Below Revision Ow"ge of Plumber n Transfer to New (honer st Previous Permit Number and Dale L�vurd I r Figtirmkm IV. UispermIlTreatment Area and Tank Information; Design Flow (gpd) lk-sign Soil Application Rate(gpd/sf) Distxrsal :%rea It quired (st) Dispersal VLa Proposed (sf) Sys F.I'vali0n 450 2.0 2.2 5 227.25 i r Capacity in Craltorts fetal t3 # of �[anu �turcr Lints S`2.5.Ple,r q'r , Tani; Information ons �Onrca�c i dl- IwtC. Gq% - b-F New Tanks Kustutg '1'ants. Sepbe nr Nnldhng Tank 1(9)0 t'trMlte) X noox Chamber 650 650 V. ResImmodbiiity Statement- t, the moderatgned, aar®ae rmptwr:lbffity for be taitttton of the POVi TS she rra as t1w atlathed ribmi. Plumber's Nam (Print) Plum s Si MPrMPRS Number Husioaaa Phone Number BRADY t '16AR17 220357 715 - 760 - 0946 Pltuntoct's :iddw s (StmvL Citv. State. Zip Coda) "'t l 3 FAM I A VfNW AMIvRY. W1 54001 V1. CountylDepartnnent Use Only X ApTrr''vt d wd Permit Fee Dare Ensued butwig Agent Sty $ / �r (live or Ik-nisi SSD— #V2v2� Conditions o' Prow, 3�M►4�CELL 3, 2S�X �D t, : SYSTEM OWNER: r rf 1. Septic tank, effluent filter and dispersal cell �� Kok% ct,��'" r C°`"'`� 1 cowl 1ht t4w+t? -Haut /6 must be serviced f maintained as per D X-t #D '{) ` management plan provided by plumber. `'`r �' S®+�&e0mi fr comptfcc 2. All setback requirements must be maintained t ara6A., as per applicable code / ordinances. `t°MA9 ' %unch to complcir plans for the sy%irm mood suhnifl to tint t'ounty only on prp/e�r ttol less than tl 111Y,11 lwhc in nizc 'LL cazU't2 fe��utatL salt s - LH' 12`t� S.0 C,.,W SBD-6398 (R. 03;22) - a* 25 mv-aj IV Plot Plan PROPERTY OWNER: -f-KmyKL AJ'S OA K PugR� t- L'- F"7 of nT �1 6Legal Deciptio OZ.. am )I'JO 4'Cro 57R8 i COPY Site location: SAN-2024-108 Page u 1" _= 40 FT. (except where noted) p boahoe pit. r. vc •a.�Y I .y Iro 0 , pt,4l ♦ 4r- , �►' E 4 — iCJW tr" Ce 70,;e 2 6j Ito f-i L L 1-V V 1. 3 1. n SAN-2024-108 'HEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 31 NORTH, RANGE 18 WEST, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSI 2TIFIED SURVEY MAP RECORDED IN VOLUME 3, PAGE 780 AS DOCUMENT NUMBER 356113. LOT 12 \���0� LOT 15 P R A I R I E P 0 N D B R E A K S 6 6 II LOT 13 LOT 14 'S0"E 5469.55' -- 1589'49'17"EJ - --S89°16'50"E 1661.38'-- 33' 33' _ 1 INCH DIAMETER IRON BAR 301.12' DRAINAGE 370.33' 66.00' 1 394.42' EASEMENT _- i / 6L�pF-S89'76' S81 pg'79 ££ 163 94 24.00' { 3 H v 1 �� 66. 22. 50 E 1 N66 54 22.E`; to ` N 66,7S6 SQ. FT. o o �° i 54.49' N ^ N �� 1.533 ACRES =' 3 6S,4S1 SQ. FT. �I r, W ,' ti� 67,277 SQ. FT. 1.503 ACRES o W W 1.544 ACRES L.B.O. = 871.0 20 N a 3 N o m + L.B.O. = 871.000 inN 00 . I H $ 584'"E 399.08' O'oa,E S87°06'07"E 36955' 16'50 o Z N aA Oq fV y to �3'62 2%6 2 6 6' . I 17 67,7%LW. FT. •n �� 68,647 SQ. FT. S0, OFQ \ - ' LSS6 ACRES • " J 1.S76 ACRES L.B.O. = 871.0 ' ( L.B.O. = 866.0 N .ti /d k' S81 \ \ \� I 3 w S84°16'50"E 417.71' \ 56336ISCO T98,fv QC.nv co 16 a w w � H �� 4 \ \ \ 9I2 ! • / • �I 74,403 Q. FT. S"84246 6- ti \ !! 1.708 ACRES - - 2?22' g ti Io \ \ \ 33' /-N26°23'45"E L.B.O. = 866.0 o O o a 20I 6 21.19' �o, N�-S69'26'32"E ��g +� 23.08' 9 & S8 589°16'50"E 416.17' e 80,549 SQ. FT. a� °9� �9 \ 1.849 ACRES tip' �I 1 8 o ^o. L.B.O. = 844.0 lc� 106 SQ. FT. m I m mN ,�'Y `\ \` • \ 15 316 ACRES o I---S081!'58"W �• 2� \ \ Za \� ti ,p y 64. 18 a Mp 1U 9 \ s�, n �o \ 66,013 SQ. FT. .0. = 844.0,9 ? o 69,930 SQ. FT. F- s v u� v 1.S1S ACRES 'ILIs y ra .ry o, o° 1.605 ACRES L.B.O. = 878.0 \ 9 s N O--N49'09'14"E ti �> o. ��o L.B.O. = 854.0 40.94' 30.00 E N T a' /WETL VIC w W u~ NV UNPLATTED LANDS 00 EAST 114 CORNER SECTION 31 1 INCH DIAMETER IRON BAR SMALL TRACT coo � v�l i0 m O� M cn o Lu) wI e-1 w uw ~ mi w1 in — SECT TOWN S T. F FM 100 VE SAN-2024-108 GeoWt IN GROUND AND DOSING DISTRIBUDON COMPONENT DESIGN INDEX AND TITLE PAGE All W -ems To Be Re ,prom Sgstem Owner info Project Name FRANKUN CARPENTRY LLC Owners Name -"IAMI-, ) Owners Address 912 f 12ND AVLNUL NEW RfCHM()-ND VI 54017 Property Address Legal Description Town ship Subdivism Name Lot Number Parcel I D Number Plan Transact;on No 1840 90TH STREET NE SE S 31 Star Prame PLAT OF BELLA VISTA 2 Block Number 018 - 1242 - 02 - 000 T 31 N R 18 W County St Croix NA CSM# NA Page 1 Index and tot* Page 9 Plot plan Pa" 2 Data entry Pap 10 filter — Page 3 GeoMat diet cell drawings & calculations Page 11 TAAK *fWx Page 4 Lateral and call cross section Page 12 CKK* Page 5 Management & contingency Page 13 -?"r Soil t-5t Page 6 Maintenance: & spectf"tions Pop 14 Soil test Page 7 Tank cross sections Page 15 Soil tobi Page 8 Dwstribution media Page 16 Aerial MARY JO HUPPFRT License Number 1859-007 Date 04/n&4--- Phone Number oestafto Pur"Sm to it* In Ground Component Manual April 201l) Verson Page I of 16 SAN-2024-108 In Ground and Dosing DisWbution Component Design - - r erri v`Jrarksi"4�:�=_t All Water Treatment `, Be Removed From System tem Site Inforlination R Residential or Commercial Design N ISD Required'? 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1,5 = 150%) 450 001 Design Flow (gpd) 3.001 Site Slope (%) 93.62 Prop. System Elevation (ft) Sand a Natae sod Contour 62.00 Depth to Limiting Factor (in) 1.00 In -situ Soil Application Rate (gpdm: 96.70 Lowest Original Grade Ele. In System Area (ft) 00 Highest Original Grade Ele. In System Area (ft) 91.62 Limiting Factor Elevation (ft) 1.88 Depth Below Grade Distribution Cell Information 3.25 Cell Width (ft) rt Number of Cells 2-001 Dispersal Cell Design Loading Rate (gpolft`) 21 Influent Wastewater Quality (1 or 2) Distribution Information [ E Center or End Manifoid, Dist. Box or Drop Box 1-11 Number of Laterals 0.00 Lateral Spac}ng (ft) 2.94 Forcemaln Drainback (gal) 0.50 Forcemain Fitter Lass (ft) 2.00 Forcernain Diameter (in) 18.00 Forcemain Length (ft) $2.00 Inside Puma Tank Elevation (ft) 3.50 12.39 System Head (ft) x 1.3 Vertical Lift (ft) 0.25 Friction Loss (ft) System ceased Y Does the forcemain drain bank? I Y 1fi.64 Total Dynamic Head (ft) n•_t rius' c'n?,' `rice c== X-d rt7 demand Igpm) 4 i 94 Minimum Dose Volume (gal) 25.00 System Demand (gpm) Manufacturer Infofmation Treatment Tank Information Effluent FUtJer Information 1000 00 Septic Tank Capacrty (gal) Polylok IncJ4ael Filter Manufacturer Wieser Concrete Products Inc Manufacturer 13014-525-111 1 ,000 GPD Filter Model Number Dose Tank Information GalloriMnch Calculator 650.001 Dose Tank Capacity (gal) Total Tank Capacity (gal) 17.00' Dose Tank Volume (galfin) Total Working Liquid Depth (in) Wieser Concrete Products, In Manufacturer gal1iin (enter result in cell DoseTankVolume) Project: FRANKLIN CARPENTRY LLC Page 2 of 16 In Ground Plan View SAN-2024-108 Calculafions ft ft ft 7l - T:3ek 1 (ae;�Maot �L A 3.25 B 70 L 72 W 6.59 Basal Area Calculation GPD Loading Rate 450 1 gausq ft/day Total 450 ft' hNumber of Cetls 1 Cell Length n Min. Cell Length69.2 Cell Spacingi0.00 It ft ft I Basal Area Required 450 1 Basal Area Pr22222d 461.3 ftz 1 I GeoMat Dispersal Cell Basal Area Calculation GPD Loading Rate 450 2.00 gausq ft/day Total 225 ft2 Proposed 227.5 ft' GeoMat Width 3.25 ft Lineal Feet of GeoMat Required 69.2 Lineal Feet of GeoMat Propcmed 70 System Elevation 93,62 Limiting Factor 91.62 1 Separation 2 NOTE: Min S dimension = V If Ft ft 2' Assn 71rections. „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 ya lincl rate and GeoMat cell loadin® rate. Project: FRANKLIN CARPENTRY LLC Page 3 of 16 SAN-2024-108 End Connectiori Lateral Layout Diagram .( Hole spacing is every 12- , 1rr hole at 4 8 8 (Ycrock, starting 4 O'clock 6" from end and 8 O'clock Holes at 12' from end. 4" Perforated pipe may be used. Pipe Length = GeoMat Length t.atentspacing fl.W R Pope Diameter in 011strIlMiora Cell Crass Section Finished Oracle- 1.88 ft ' kS roaawswwdeA 12'-42 and Cara eYwiar is �ni Lrrel . 1'1 Infi:trtays tin —t Ptipe>7ie �fz� `�� Fabm Top of geornat to be at or i• - �CEO MAT belaw original gfadc I I I a I ! I ! r Inisl� itirr>rr`aCc 62in y Observation Pipes 17 Min. _ 42" Max. r..." i IW K, Dist, P PipMG+ Srm fr 3 pt �7 M. Sa v 9 83.62 .-i�-..-a.d,�...ti.-e '--+.+-•w-a-n� LS Lerciad� Project: FRANKUN CARPENTRY LLC Page 4 of 16 SAN-2024-108 Notes/ Maintenance Requirements MANAGEMENT PLAN This prorate onsde 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 April 2019 Version . 1. This POWTS has been designed to accommodate a maximum daily flow of 4 9%ns of wastewater per day. The quality of influent discharge into the POWWTS treatment or dispersal component shall be equal to or less than all of the following. A monthly average of 30 mgfL fats, oil and grease A monthly average of 220 mglL 8OD5 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 140Tabies 1 & 2 at a point of standards application, except as provided in LISPS 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 WVis. 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.. 6. 1f the POWWTS 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 pass!bie 1 to be installed in ST, and or 1 in pump tank in order to insure particle size less than or equal to 118". 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. It 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 a your installer if this problem occurs The homeowner is responsible for formulating a water conservation plan that will ensure the system is rarely overloaded. t.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 1 P8 inch or when it has become permanently degraded by clogging 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 facture is found. Leaks in joints between manhole users or covers shall be repaired by repia cing faulty seals with approved mate naIs to make joints watertight. The pump and controls shall be replaced when they are no longer capable of functioning according to the design plan. 0. Pressure Distribution Piping. Partial clogging of the distribution network may result 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 accumutated 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 surfao 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 approprate plan review authority and the required sanitary permit is obtained from the county. Project: FRANKLIN CARPENTRY LLC Page 5 of 16 SAN-2024-108 In Ground 5ysftm Maintaunm and Clig!2 lM Specifications Service Provider's Name POWER'S SEPTIC PUMPING Phone 715-246-5738 POV TS Regulator's Name I St Croix County SPIA - Zoning Office Phone 715-386-4680 System Flow and Load Parameters Design Flow- Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BODS 30 mg/L Septic Tank Capacrty 1000 gal Maximum TSS 30 mg/L. Sail Absorption Component Size 227.5 It Maximum FOG 10 mg/L Type of Wastewater Domestic Maximum Fecal Cdiform 10E4 cfu/100 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 Insd and clean as necessary at least once every 3 years Test once every 3 years Should test periodically Laterals should be flushed and pressure tested every 3 years Inspect for ponding and seepage once every 3 years Miscellanews Construction and Materials Standards 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 GeoMat In Ground Component Manual Ver. April 2019. 2. Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground. Component Manual Ver April 2019. Media is covered with an approved geotexhle fabric. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code, 4. Scarification of basal area is accomplished with a rake or other tool. 5 Ail 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 Bail Valve Box Lateral Ends at last pe Where Ventnt if i o4 Dosed rft r Distribution Lateral Lateral Cleanout 93.62 Feet Lawn& Long Sweep 90 or Two Degree Bends Same 1 Diameter as Lateral Project FRANKLIN CARPENTRY LLC Page 6 of 16 SAN-2024-108 4- InIol H4" C_ Win$ mFt Pine Chose Tank Information I,xling dcvlCC pmd u-,lQriipltt %eal V. I •k<trie+r0 Ixrs n. r,cr NIX' WO and MIS t r,2n'A' 1 i <TI*l it,n#rl Frcrll , Mlrr" Wirr� I nan I.lrrtric r#hFrc, % �" III, mro r1rrtil4) Illar,•ttt MrCln� dr'�'rl I {)Irtlt,nplt,Fillrl Pal t iktvr 1 Ixa.r rlc+p ` � � I" ,tkttl iiFii ril+r rrrt +nd %'611cr I k i�+:war frK,, p F1n1lF j ®lulyrnaro,i ✓ ti�,IFI I;Ftsl.�t Her1r6..k,.H �u,r i}tlt %vateratunit 0r UH-0111P Oil Float LP C t' Li �I'milp Of'[' I loal", I'aunp F (. c Ibl,kl. �" I ktlGli11- r,ra#I I Dimension Inches Gallons A 29.42 500.06 B 2.00 34.00 C 2.82 47.94 D 4.001 68.00 Total 38.24 650.00 Filter Manufacturer Clearflow Filter Model Number INSSCFF324 Forcemain diameter 2 in. ♦-- Pump off elevation (ft) 82.33 Dose tank elevation (ft) 82.00 Wieser Concrete Products, Inc - Capacity 650.00 Volume 17.00 galfinch Alarm Manufacturer ISJE Rhombus Alarm Model Number JAB Pump Manufacturer JGoulds Water Technology, a xylem brand Pump Model Number JPE41 Pump Must Deliver 1 2 5 . _W g p m at 16.64 ft T D H Note Switches containing rinercury may riot be used in this system Project: FRANKLIN CARPENTRY LLC Page 7 of 16 SAN-2024-108 GeDUat Distribu§pn Cell Media Layout 3.25 cell Width (R) 2 53 Sidewall to Laleral (n) Distribution Ceii Cross-section Arrangements 0 Component Legend d Distribution Pipe GeoMal is covered wiltr approved geotextite fabric as per the their product approval. Distribution Cell Plan View Layout - Typical 3.Z5 Cell Width - A (ft) 70 OL Cell Length - B (ft) Ered C rmjo� N ut L. hrarYi t rg,,eri Ooagr I inishcd Gvadc Sand Cover svowmMfflzhCku :a `la EO MAT Fabrik 1 l r to aalra e SurfiLm � i ,, -L 4;D� = * " 6d-PkF co�w- See detads on page 4 for number. sLz®, and spacing of faterais. Project: FRANKLIN CARPENTRY LLC Page 8 of 16 Plat Plan PROPERTY OWNER: -f-KmyKL AJ'S OA K PugR� t- Le---- F"7 of nTA1 `6£ Legal Deciptio$ 3�, T31 LF 1$uJ T6 OZ.. am )I'JO 4Cro 57RB i NA Site location: SAN-2024-108 Page u 1" _= 40 FT. (except where noted) p boahoe pit. /. J-56 E 4 — iCJW tr" 70,;e 2 6j Ito SAN-2024-108 NEW SEPTIC Address: N6643 Blue Lagoon Lane S 0 i 1i 1 1 0 a t City, State, Zip., Casco, Wi 54250 Tlelephonea 608-333.3610 C L E A R F LOW Email: infolpnewseptksystems.com Wetrsite: www.newsepticsolutions.com F"IL.TFrf INSTALLLATION AND SERVICE INSTRUCTIONS MODEL NO. NWFF324 � FILTRATKlN 1/16' (.062" diameter holes) - - FLOW RATE 83.8 gallons per minute @ 1psi. A TDH Increase the total dynamic head loss by .05 feet of head to overcome frkt Ion loss from the filter - (� INITAUAIVN The NSSCFF324 Clearflowv is made to fit on the discharge pon of any pump with a 2-inch NPT discharge. The filter can be adapted to fit pumps with a smaller diameter discharge. install that filter in a position where it will be easy to service. -"-� • Place a 2-inch Schedule 40 PVC male adapter (MIPT x socket) on the end of filter. 1. • Measure the amount of Schedule 40 PVC (tail section) needed between the filter and pump. Cut the pipe to the desired length and insert into the pump & fitter,*` i'�� • The filter housing has it 2-inch Camiock coupling connection to the force main. {'t�]0NOT FiLTfR IF Wy A�..LEVEL IS t lt11lf L I i The length of time required betweeri service intervals is unique to every application. 1 As such, we recommend the filter be checked within 12 months of installation to•n� i`+•* determine future service intervals. Systems with known or suspected high volume mM w-) PARI nuµstk usage should he, checked six months after mstalfatinn � low "V p0 NOT UJ PLUMRIlNG WHIL FILT R ( E ' c;om i rx k CLEANING THE SCREEM t}[] NOT ALLOW SOLIDS TO FALL INTO FIL i �.•. P" t HnYrrYv • Unscrew the 4-inch cap an tenjuve the 5(.r('vn hom the filler fiwv irlg, 'N.II e•r411.r • Taking proper protection, clean the screen using a hors' with a spray connection. • After cleaning, inspect the screen for damage or corrosion.. (Replace if necessary.) • Place the screen bark into the filter housing and screw the cap bark on, taking care 13'S not to cross the threads- A QUALITY The filter housing, cap and coupling ,are made of heavy-duty ASS injection molded plastic. injection molding insures the first pan made and the ten thousandth part are virtually the same, insuring consistently high quality M every part. The stainless steel screen is made of 316L ((L stands for Low - meaning low carbon) 316L stainless contains molybdenum, an alloy which increases %I rt math & hardness A` 2 '"; and enhances resistance in areas high in salt air and chloride, giving it the nickname marine grade' stainless steel. 11CMi NO, SA1440I,MCq,VJr 116 Nome) I k iCfeen 7 rlvn� WOO hanclie LWy]arbhuv SAN-2024-108 Y • - a —VLI:N t7 '- w" T WLP10U) 650---MR T.IN.K SPECIE]CA QbIS nFs RAU 3- aQF low- 3' 74 5- %0 E 24' 1 a PWCASt U""CIRIM Rt5€q ^clols 54 t + 0 3 € 4GW 146' 03. WOTtt_ 04' 4 C JEw Wit• 43' 0 t Joic LFWX -W R� Tor am t a.g4C Las. ff.5�-t AM 4Ihy rrs LET E' C.AS' - A- SE M WT OR EQUAL GAWET, CAST -A SFAi RrKWT OR €BAR OCE' "M 9l;'Lf t RAFF'I.E &AD f [ Tf 4 WqCMSOk. VT DETAIL tra t1le to s`7A ES WE "ART) L19[9C CauPAC:°" 26 72 r.&114 (SEPTIC) r 00 cAk"AN (mil LOA30#6 FDEWN 8 0' Ull,SA iFArED SOIL W4 iAMS- R: HAVE co< VENT OVER CUTUT AM MI HAW Tt11C %JtrS PI MOER €) CQ IkE i tx" CAN BE +js;Ez) As: SEPTIC,,' "arwc OR OR SEVU:/`SF'F" CIA70n" TAWS TANK5 CAN BE ',XSTODUtD f:C]I -AC F V*5ER CONCRE rt ►"KS ARf_ %$ANUrXCR1RCU r0 WEE' k-A f x.i f) %,i TU C- !2. 7 qr�MZr i� SAN-2024-108 Sri GOULDS PUMPS SPKWY d4S7C�f*d fill the kkwinq uses, A4atarld WWB Systems • Low f'rtrz aff Pipe 5yste►►►s • Wet" ovainft Kw y Dh SP1 Dewatering MUFFS HEFT 40 ► Submersible Effluent Pump PF riumper not using this pump 13rsrltiai I W NPT • T aldue. 0414 (40 Q r►taWRAM, wiwer • AAOMak WAAph kWudf: a RM 9wtch. • MIN.W mode4s awadab' • PUNO w9e: W w6mbMwe cha cwve. PE31 PWW 53 GPM hced: 'TON 1A■drnlinr had: Z` TW NSI PMW4K A+Emdr cwadtf. 70 GPM madmm hoot 37, TON 4k. �. -V4 r ww.wir�r.�+r�r►rw • wrr rn.rr�r+ure�r�rrr � M/lMhlr "rli�i dVA 2 GPM 1 FT T" MOTOR r �t 60.J.. • Hem 0115 230 Waft • 1plo- w" A*Wk* Met .`wif A�iT � IItSIF. kfo sve Steel • 33 HP, 3 PM • 1 i 5 Wflaits PE41 flKatcwr .40 HP_ 3400 RPM 115 and 230 Ardis ' P5C design PF51 tlAQW- -54 HP, 3400 RPM • 115 and 230 wAS PSc design nr aa. an, W {..._..�w * 0 0 i-- 0 10 20 40 50 7 �i1'4A 0 5 10 13 11- - ■ Comm lac =97jaw. ■+Cash iron Im■dly, ■TtW"Mqk*W eer W " dLft 6 conouaw. * maw LL��ie l itw exlefAW i Powered for colltinwus ■ Alb raCings am widw the wDMAg ciir►its Of the ►t OtW. ■ Quk k dis Dmiea power card. NY ZUxIaM kf gft AUIW 2I1143 5J W wt* 1 or "* affii �s� ■ �Can'p3ebe f� 1�1ry ilpl. 1 WW ��mW ee*c, Mand s S1PY'i ■ Stait►i�s steel fastCr�rs. CR -s Tested to UL TX aW CSA, 221 US taw" NY Lamar SUMN& A=dW= File GOMM r WW is 150 "M kowat W mpion mp CPES 1/3 -1/2 H P EFFLUENT/SUMP Every pump tested in water to ensure pump meets peformance DISCHARGE 2" NPT. with 1-1/2" adapter included SOLIDS HANDLING 3/4" LIQUID TEMPERATURE 140 Degrees F. (Intermittent) MOTOR HOUSING Cast Iron VOLUTE Engineered glass filled thermoplastic SEAL PLATE Cast Iron IMPELLER Engineered glass filled thermoplastic/ Vortex SHAFT Stainless Steel SHAFT SEAL (SINGLE SEAL) Mechanical with secondary dynamic lip seal, carbon rotating face, ceramic stationary face, Buna-N elastomer, 300 series stainless steel hardware BEARINGS (UPPER & LOWER) Single row, ball, oil lubricated HARDWARE 300 Series stainless steel O-RINGS Buna-N CORD 10' Length standard. Up to 100' available. (UL/CUL) Listed 16 AWG, Type SJTW MOTOR (SINGLE PHASE) 1/3-1/2 HP 3450 RPM, 60 Hz, NEMA L Includes overload protection in the motor, oil filled, class B permanent split capacitor WEIGHT 25 lbs. (Manual) 1] r 15/ 3/16 I NPT •D OLTS PHASE AMPS CORD LENGTH SWITCH CPES3-11 / CPES5-11 1/3-1/2 115 1 7.9 / 8.9 10' Manual CPES3-12 / CPES5-12 1/3-1/2 115 1 7.9 / 8.9 20' Manual CPES3-13 / CPES5-13 1/3-1/2 115 1 7.9 / 8.9 30' Manual CPES3-15 / CPES5-15 1/3-1/2 115 1 7.9 / 8.9 50' Manual CPES3A-11 / CPES5A-11 1/3-1/2 115 1 7.9 / 8.9 10' Wide -Angle Float CPES3A-12 / CPES5A-12 1/3-1/2 115 1 7.9 / 8.9 20' Wide -Angle Float CPES3A-13 / CPES5A-13 1/3-1/2 115 1 7.9 / 8.9 30' Wide -Angle Float CPES3V-11 / CPES5V-11 1/3-1/2 115 1 7.9 / 8.9 10' Vertical Float CPES3V-12 CPES5V-12 1/3-1/2 115 1 7.9 / 8.9 20' Vertical Float CPES3V-13 / CPES5V-13 1/3-1/2 115 1 7.9 / 8.9 30' Vertical Float SAN-2024-108 Er- 2 8 9021 5i ' 1— ►� 7� Q ;"Bub s©EL E rALuArIcN REPORT 1 � � Page of v. aun, ,dnr_+Cocarai. Wis. kd-1. Code �. le _ Co rnh 1 eomp{ets site plan cc paper nott less t*tar. E '� rl x 51 ln;„nes in su:E pYB"i ►rWE1 I> �_�r a�i� dU68, but not limited tc ve-tzaI and hOrIZO-It - reference t7 .If ISM.} diracI. o� and Parma ! p. t't.. "L�"T Pm Pe, Scale m e or die !$ions, port" a: -row an: ia.arior ano df"nc:e tc "&real road Pisas• print of information, Ro% rwwe/a/� ry bite ae-awu� wvfamulwr: You p.ro,,,ed may be u"d iea :a[an3arl Pj-'Woos iPnr&Cy Lz% e. ' :.06'p } Im}t. Prvvart} cNv l t � 7aoertl'4ocatior , rr'!] p t a r� " - ! " '1 • Go Lot r'�3i4s�c 1l4 S .5 T N R E �y' PiaPerky Owvna a t.{ai ' duress # Sled; 00 S� Naiv c, CShR JA0t t A,, t may' SEr .JC :.Jolt: n,-r� �',i-no9' L�..i ❑ 1�3"e T Q � 1 1l Nearest j 5y f 1 7� Ian+ GOCVsi+�e 1.o� Usk F.esroentia:. !vur�5e a 5edroon� y �} ? i T C:sae den, e,,, design how rate c GPD Rf3p!e �emenl. I` U :kj YF Describe i =wen! matanal FinvJ Plain ai ebon i apgcable - - All" - --- - -- ,� ' a,a ',Goanrn+ixastiaZt: 5ysterrs fiype System Elevation .1 �f BMN 0 p Ba�iw pit Ground surface el#�,. *, �+ DePth DwWnant Color Radar DaticripSJ-i in. Munsei Ou. Sz Cont. Color Soring l r Pit Ground surface elev 7 i it. ;Horizon DeP C5ortslnant Odor Redox D�ZColor h. //Munsel Qu. Sz- C DePM tc tirntrg ,`acta -- d "— — lA. Texture � Sffuctwe I C.oasisterv..e f 9cxjn.d- ., Roos Gr. Sz Sh. �— E lw/,�lql 'Efr#t 'Eff#2 i I. (/ IA ' ;,V Depth to hrriftfrg t"w in. coif AgipiiCabon Rate Texture Structure Cvnsi:77�-- Boundary Roofs GPOM G.. Sz Sn •Eff# t j -Efta2 C r Elliuent si ■ BOO, y 30 t 2M mA and TSS r30 c ' Effluent #2 s BOO, � 30 mgA. and TSS c 30 ma& CST Name (Please Print) nature CST Number Bird Plumbing, Inc. Shaun Bird r'� 1— 226900 Address Date Evaluation Conducted Telephorne Number 1432 120th St, New Richmond, WI 540 � `�: --G,7 —1 715-246-4516 LJ SAN-2024-108 Property Owner _ Parcel ID a _ page _— of ❑ Boring -� --) Lil Boxing � : •� . ®, pit Ground surface elev. / ft. Depth tc limiting factor in. Snit knnliratinn Rsro Horizon Depth in. Dominant Cdor Munsell Redox Description Qu, Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPOMF 'Effe1 'EfV2 67-1 Banrtg * �Bonng C� pit Ground surface ele ft. Depth to limiting factor in. Cetil ArrJu-x}Uvn Rmin �IWA� IM =��i ,rl,.�IIs���GiMM Bonngto PQ11r1g ❑ Pit Ground surface elev. ft. C►epth to limiting factor in. Sall Applicallon Rate Horizon "lepth in. Dominant Color Munsell Redox Description, Qu, Sz. Cont. Color Texture Structure Gr. Sz. Sh. Catiststence Bourxiary Roots GPDM 'Effp1 'Elf1f2 ' EfMuent A r BODr > 30 < 220 nVt and TSS >30 < 150 n)gk ' Effluent p2 - BOO, 130 mglL and TSS 130 mgrL The Department of Commerce is an equal opportunity service provider and employer. I you need assistance to access services or treed material in an alternate format, please contact the department at 608.266-3151 or TTY 608-264.8777. SBD-4330 (1.i/00) SAN-2024-108 Soil Test Plot Pl Project Name Levering Homes Investments Vn Bird Address 1433 Cernohous Ave Suite A New Richmond Wi 54017 0 �'�CSTM #226900 Lot 2 Subdivision Bella Vista pate 12/22/21 N 112SE 1145 31 T 31 NIR18 W ® Boring 0 Well PL Property Line IL BN1 or VRP Assume Elevation 100 ft System Elevation TBD Township Star Prairie County ST. CROIX Top of survey iron * H R pSame as Benchmark W O 4 N O N z Q U) rou++rr PLAT or SOIL TEST MAP/CSA EXHIBIT W/ CONTOURS BE,LLA VISTA fgp.im a f.NT p T.R.IORf1+3ilr 13rr..ru W 111R .plrlf.lr Vt1.Error.4lm W dT1r. OTRUT 0.'Mr!>•W *ti Falmiw/t fh^+''F tar KC.. .r !:. *�Iw1! 11 s0.r�i, ■.rrD+ t+.Ilar,TaG�fl d RM .'MIlf. aT- CfOfJ<FOlfif[I'. - +rttJJov.o rur ar ws ! w � mnnsu .verr_. r.v � s wrct•ra s..>m.... n mou.srrr .wre.r rs+i o s YIc l.VTY m A P c[■rlrr[� su�v[r r.. f [[.E�r:.,ry �� r yy►r t ! � 1 f bOlu Mf A =1Gr I5l! f /[:..3YE 1G �� SVIi. p T !'+ y LPZ LA ' � s..r .tip .. .�sr. " ►.r�`+wa r ,��sf'��iyl �b+.� r�, �.. � � - [ � r Oct.toif t + '-- 3Al +r �..� _ w.. r 'J '�P4- v` Mn fd! A Er(•' � M.Oi r•1 �Y �� � i \ f !f � � !fir �h�/.: �!� 1 T//a � r � i� o .. �� se.w �'r.-`F•fv r ���^^ ':r tea' _ l L "`ter % - !`` �j'" ,�n 1+ �; <4M if.- � _l ! "��_ _ -- - �... .e. _. # „i f 'xi n ��p,.,�y L '. �•�. sti li f 1 -Yam{ (r� to la -} wee -• �C. Y r r +f.:. _/Y.. 1 �,11 !. .W r! i ; �� r . . . - . . . i twn •t`,'i,'.ry� }r * `!` i li �_ j ! i••l31 �° ... -� i.r w.i ki]i�� J1 ..4v4 T;�'Q.ya �ib� ......... t+ -�_T - i _ J.+F+I' \ c` Iw{..J+/';j�]•y�� J J. i' i ! ���/' � — { I ^1 `"`` \ f.�A.' .r =r a.s�"�a y1jsY .., ..... l �..I....✓ p��r y . �iilr t 5 \eo* SAN-2024-108 'Yowrtror+ DwAmrm; ar Gr-efw* s $ r7 i L L V kL U A T I GN REPORT " s►+Y i7 :rflN Ln: 9.ill3n� s r_LL-� V, �C�'D"3iy;/ w'6r r:/"7Tt $: r�r'EG f•.a"". C.b3! A%LW wffMIr rkf ?r rvflr nx We MAP t ". � ' ' tryt!.at t'r n7M w na: Wnw u v6'"Al rna 'ta°+z -u rv"nns r.-AY 9W I d7rreow irw s DarCe�tat. RCa+rtk d9Rrl/rrw�/11 r+c7nr inCfM a�C la;►oar atiC dI>1Lr4t�r r6rC �•'. —W r �?« 0100 F)"s• prmf All Mbrmltlor. t'v 0 11"DPW VvoRvWW Va... a'rw.e+ n.a. ua wo" $0 A►cpnawt Q.i''p:Ait yi—At, ". t `[ (r i t''f 1 r� r ✓] r. +L.t.:l." (1 �rf �l G La PrCC►M1r :7w4+a"� [/I to, i 16I +rr : argtr►x7►�"' .1tN r t^va,,s _ dark" d sw; ' I,Y Al. t Fr orx no�nrgel !� �L� /ry/ _ F MAO elwatklan a sx*L&blo N,`.l� R 9 sow-, Tyoc l i�� ^'ir�� l� s��14 [.livalim— I A �^13 &fir i A"Swi,, �fI 'MSC tJrlrCr rYis h ..,, k �►�^ 'Ja�ilrunt Colar Aria: Osrs+pti� +n. IAIr'wi —r- ou 3z. C*.% Crxar I' t omund wrtry a rtfv t� tk,. 9L U DeFexlplfrrtri rt tiz Cot Cam 7 sruan c*vwrnm Qr, Rs sh, "I I "EfAt2 »�" • ! f'Y Dom IC wrmv tw& _-m A- IM 7ralero £llruellrt, Cwn+RIM�W i4u++++y C1r 8z $n I �-� I� •' r li'l z LOMO/1 * OW. >30•2Mm &&VT93y3Qa CST Nomr (P "" PNntj Bird Plumbing, InC. Shaun Bird Aadmas T 1432 120th SI,�Now RIchrttond, W! 54417 ' EMLo x In r IM. 130 _. Clair r vok~ C�onmx4m c� f &W T88 r 3C r*ok GST NumberT 2269DO 715-248.4516 SAN-2024-108 F'rowly oom „_ pop ..,..—d_ _._. AM 1mbima fw Qrr i wn 0@0 In Domwwwt Cow Munbd PAWWK drscrrF" M 81 Ctmmt Calm Teg st Stfu'i " Car 8t $h c*vwwm O^."4 1 PAX0 VPIJ11T 'EWI '€ttr7 ®12mow El Pit G OLfw W WA �-. _." -1. ". n duet twpnl to V 14Ca � r � r � ^d eowv Clem r %d mm4wi siMO R rSwyh Y� YranY.n.i I�.+Ilry In .,...--.—, u 104 - _. _ ..... 500 APOK~ Ftaaa ht ""n I llo, ! C40iRodo t7rseAtpean I TerAt " 54� Cw Wwsnca "Ild," Raw In. k+w"k I Oij St C M1R C,akx Cw Sr Sh I I --"I Fm ' ElRAur r1 • BGd� 3t1 s �4 mp+L sghd T95 �7L1 1b0 n�prl ' Erkwo s2 . WJD, 13D ffok wo Ft3li S 30 rrok The Vcpanmcni of Commerce is in equal opportunity service provider and employer, If you need a"Ismwe to accm services or need ntrterisl in an alternate fornut, pleam ccmtsct the &psrtrr,-m so MS-266.1151 or 7TTY WA-264-1777. lid 7)1p �A YY99r SAN-2024-108 9 Sol I Test Plot P1 - I ProJact Name Oevering Homes Investments In Bird Address 1433 Comohous Ave Suite A Now Richmond Wi 54017 ('STM #220(X'X) Lot 2 Subdivision Bella Vista Date 12/22/21 N 1/2 SE 1/4S 31 T 31 N/R18 W Township Star Prairie Bering () Well PL 11roptrly Lint County ST, CROIX JLKM,orVRP A33urneElevation loon. Top ofsurvey iron System Elevation TBD -HRpSame as Benchmark w SAN-2024-108 ja .4 I " •,p - 110 of 1� 3 ' ^ SAN-2024-108 s�. MIX COUNTY NOG 657171e S"11"'ATE SAN-I-w[TARY PERMIT I I&gb 10V& ST. 0TRANSFr1-dR/R-Uw-1`Nr-WAL • IVKU M 1,L(� PLUMBER .I TOWN OF 1M z AND/OR LOT 2L -BLOCK rr� / ', ■ OF L L. ■i a/ Aft n 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. AUTHORIZED ISSUING OFFICER — DATE THIS PERMIT EXPIRESi _UNLESS RENEWED BEFORE THAT DATE SBD-06499 (R11/20)