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HomeMy WebLinkAbout651374 030-1088-81-120Wisconsin 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 Richard & Mary Dessel TOWN OF SAINT JOSEPH CST BM Elev: Insp. BM Elev: BM Description: 'asn u, I 16D. D I (yyvh al— aaje tin TANK INFORMATION TYPE MANUFACTURER + 111 -0�le — o41Ee�' CAPACITY Septic Dosing j Ae rates Hol TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic Dosing Aeration Hold PUMP/SIPHON INFORMATION Z'-,' , 9 Manufacturer Demand SOIL ABSORPTION SYSTEM 9 ELEVATION DATA County: St. Croix Sanitary Permit No: 651374 State Plan ID No: 012400025-C Parcel Tax No: 030-1088-81-120 Section/Town/Range/Map No: 31.30.19.322A-12 STATION BS HI FS ELEV. Benchmark t Alt. BM Bldg. Sewer SUHt Inlet St/Ht Outlet l Dt-fniet &,-- Dt Bottom Q Header/Man. / 3.�z lclo,09 Dist. Pipe 3,73 Bot. System 41, ! ! Pal Grade St Cover COMi C_ 5 .(a° E E Width Length No. Of Trenches —7 PIT DIMENSIONS No. Of Pits Inside Dia. Li DIMENSIONS 1 SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHI M acturer. INFORMATION Type Of System: p fA otlnnQ� ,, ea�.� 210 1__� CHAMBER O UNI Mode ber: DISTRIBUTION SYSTEM Gd —��d) —r_-Ibr1 Header/Manifold Distribu on r / I / x Hole Size Hole Spacing Vent to Air Intake 3 ` Pipe(s �g•�� 1i 3 ii Sl3 � Ix , / /� Length Dia Length Dia Spacing j SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Over xx Depth ofxxSeeded/Sodded xx Mulched Bed/Trench Center TBedprench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No gM ENTS: (Include code discrepencies, persons present, etc.) Inspection #1: s�3/�jZcf Inspection #2: o 'No Address Available , 1.) Alt BM Description r 2.) Bldg sewer length - amount of cover = 1120t. 3) �( fyQ,i.,fnn,_Vy�( __ — (�'�° �_ � 2.vt.0.r•��. � � �.��1312 °{�i $:Gp).4� Plan revision Required? ❑ Yes X No Use other side for additional information. �1 t0 Date Insepctor's Signature Cert. No. prr Department of Safety soup �~ & Professional Services, Sanitary Permit'Number(to be filled in by Co.) JAN 0 9 2024 Industry. Services Division Nix C010 C 1t Applzcatl-on t1o'TtansacYfon Number - In accordance with SPS 383.21(2), Wis. Adt;i- Code, submission ofthis famr to the appropriate governmental unit W�5 �2 y�p�2��� Project Address (if different than mailing address) is required prior to obtaining a sanitary permit. `rote: Application fo.rns for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal.infatmation you provide may be used for secondary purposes in accordancewitlr the Privacy Lana, ti 15.04(1)(m)Stats - I AppllcuhanJr fotiriatfdn ;pleasel'rintAlllirfnrutatiois ProperL Owner's Na� II , 1, ' Parcel Y 030 - l0?$- 9i � \ZQ Pro erty Owner's Mailing Addres, -x _ j�tt��� �� � Property Location Govf. Lot _ _.__.r-t City, Late Zip Code I Phone Numl,,er T . N . ; .%�_ I1:Type' ofBuilding (check -all that apply) � Lut ? 1 or Family Dwc Iling - Number ofB edroo ms _ ,- SuybdMsiony Narree Block q Public/Commercial-Describe Use © Cityof 111 State Owned -- Describe Use ❑ Village of CSM Number Town of... r7 J7 `III. Type of'YOWTTS Pe'unit. (Chesi-'cithei' "Ni_ v";or "RepLi eniiid" :t1id ullti i Aj,lOiL:Able nrr Lint _`,.- L'h&I: one hox uu lirir B. C6nijrle(c idle C ilf A. New System C 1te,�Eac mcrt Sysh,m EQiher Modification :n k titian F 5r ;.:xnt, hr) ❑ Addi!io• ' Preb,catment Unit (explain) . ❑ Holding Tank ❑ In -Ground [IAt-Grade n Mound % ❑ Individual Site Design ❑ Q01e1Type (explain) (conventional) C. ❑ Renewal Before ❑ Revision ❑ Change of Plumber ❑ Transfer to New Owner List Previous Permit Number and Bate issued Expiration IV::Dispca•ssl!'l reil[ment �1rca tnc�.'i_:inl. Infnx•mahoiii . f;�C. 00 i�- CGII: , � • , ' . Design Flow (tmd) Design Soil Application Rate(gpolsf) Dispetssal Area Required (st) Dispersal Area Proposed (si] System Elevation 9 _ �r Tank Information Capacity in Gallons TotalrF Gallons of Units lvianu acturer Qp1y1Q� b25 P �? 1 M c U N New Tanks Existing Tanks Septic or Holding Tank Dosing Chamber 'E L :;RCSpf1 17L11 5fatemenf ;' I the undet6lgncd; atisume rasp ns iltt} for stallntinn of the 1'4)!4 fS shown ton tlrc art le lred plans: Phutab ' ame rtnt,, ' Plurnb . , :lima e f. MPlMPRS tiun _:; I Business Phone Number ' J L ,J f' _, -1 _ Street, City, State, Zip Code) 'y1i C'rulnty/iiep.1.1 pproved sa} : Fee Date rIssued Issuing Agent Signature ► �2. weer or Denial Conditions of Approvnl/Rea,;ons for Disapproval '?}�\� CC7tp\'toCtD s+n flSPS M04CIe_ ap�Qxr� ok-t SYSTEM OWNER: *W\5 1. Septic tank, effluent filter and dispersal cell must be serviced i maintained as per management plan , rcvide+d by plumber. 2. All setback requirements 7-1111st be maintained as per applicable node / ordinances. Ah 1:-, I to complete plans for f11e system and submit to the County only a paper not less than s 112 x u mcncs to SUE SBD-6398 (R. 03/22) Wisconsin Dcpartmc nt of Safety and Professional Services Dictsron c o f" Industry Services 4822 Madison Yards Way PO [lux 7302 Madison. WI 53707 January 5, 2024 CUST ID NO.: 224263 KIM A OCONNELL 504 3RD AVE E OSCEOLA, WI 54020 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/05/2026 MUNICIPALITY: TOWN OF ST. JOSEPH ST. CROIX COUNTY SITE: DESSEL 1289 F.AULE VIEW LANE HUDSON, Wl 54016 NW-NE-SEC31-T30N-R l 9W FOR: Design Wastewater Flow Value: 600 Bedrooms: 4 Limiting F actor(s): 21a" Maintenance Required: Effluent Filter Phone: 608-266-2 112 Web h'il, J,i Email Tonv Evers, Governor Dan liereth, Secretary Identification Numbers Plan Review No.: PWTS-012400025-C Application No.: D1S-122353010 Site ID No.: SIT- 125326 Please refer to all identification numbers in each correspondence with the Department. Conditionally APPROVED DEPT, OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES _a,, �1 SEE CORRESPONDENCE Mound Component Manual - Version 2.1 (May 2022-2027) Pressure Distribution Component Manual Version 2.1 (May 2022-2.027) SITE REQUIREMENTS • A full size 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. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • Preserve dispersal area prior and during construction to avoid disturbance. compaction and use of the site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent tnattin€ under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area. • Prior to construction of the dispersal area check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the in filtration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. It it ro11,; late a 1/4- inch wire the site is too wet to prepare. If it crumbles site preparation can proceed. If the site is too wet W prcporcI do not roceed until it dries. • Pump Floats to lie scat and i vrilied per apprirErd uian. .fur chanexs ina% result in pump resizing, to nieet TI)H arrd CDI ti, I I, i` ifj t.. � t i 1 t' I+. ■ Divert surface water from POWTS Area. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Tank Installation to follow all manufacture's recommendations. + Verify propert► line(s) prior to installation. 0 Welt setbacks to meet chs. NR 811 & 912. Arens than are occupied with rock liJ11rnc11s. tree runta, w(umlls and reduce tltC annOtmt Ot"")il itydilAbIc I'm' proi)er treantrent. It' nu ether Site is a%ailablc. tree, in the ba.sai arc.t of the l'O F 4_i)i;Per,,tl ,', -c� nru t he cut ol'1`:tt stround lc�el ;1 — -- - lar-vr till area IS neti°c ;art %hen am ul the abo"econditions ire C11COtmtc17cd, ter Pr()■ ieC stjI1-icitris iniiltr.tti%r Al OWNER RESPONSIBILITIES • The current owner, and each subsequent owner, shall receive a copy of this letter including 311,i1 iJL t;0ns relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maiw�!nance manual and/or owner's manual for the POWTS described in this approval and Wis. Admin. Code § SPS 383.54(1J. • 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 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. 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. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this letterhead. Sincerely, Fee Required: $250.00 Fee Received: $250.00 Balance Due: $0.00 Jeff Brewbaker Refund Expected: $0.00 Division of Industry Services Phone: 608-516-6428 Email: jeff.brewbakerCaaawisconsin.gov y' p APPLICATION FOR REVIEW S P - -Complete all pages- S NOTE: Personal information you provide may be used for secondary purposes (Privacy Law s. 15.04(1)(m), Slats.) Private Onsite Wastewater Treatment Systems Division of Industry Services ❑ Plans to be E-filed. Provide SharePoint User name below: For plan status, check our website at Email technical code questions to Several counties have been delegated certain authority to review plans in lieu of Division of industry services. For a current list of those counties and their designation check our website at 1. Project Information - Fill In all known information. Confirmation of assignment to a reviewer. Project/Site Name: A,,,4W. ,L l,�Z" 'O'55F l Transaction ID: Location, Number & Street of proje (if unknown, indicated nearest road) Previous Related Trans. ID: Estimated Completion Date: Legal Description: Assigned Reviewer: County S Assigned Office: Mail to your office of choice below: La Crosse, Green Bay ❑ City ❑Village 0 Town of 2. After plans are reviewed, please: (check all that apply) ❑ Call customer 1, 2 (circle number)` NOTE: We reserve the right to re -distribute plans to another office if ❑ Requesting party will pick up needed to reasonably balance turnaround times. Check 14 Mail plans to customer 1, 2 (circle number)" for next available review date `Refers to customer number from below. 3. Complete the following designerlownedrequesting information. Utilize the check boxes when designer, owner or requesting party is the same to i avoid repeating Information. Designer information (Customer 1) DSPS Other Please Specify Below (Customer 2) DSPS Customer Number First a La t N e Customer Number First me Last ame Co pany Name Co any NaMe Address 160! Address �) �,¢i�T4r`( 7 �t City State zip +4dl its) City State Zip+4 (9 digits) � 7)7 Phone Number E-mail address Cell phone — Phone NumberE-mail address Cell phone (area code) (area code} %CSC i &'/ Z /%/ Check if applicable — Check if applicable or specify relationship ❑ Owner JA Owner ❑ Other — specify relationship Information and Plan Submittal Checklists. To request electronic plan review complete the appropriate application form and e-mail it, along with your registered SharePoint username to . if plans are being submitted via paper, they will be assigned to a reviewer after receipt at a DSPS office. Submittal checklists can be found in each applicable component manual appearing on the POWTS program page under Publications Holmen/Onalaska Area DSPS Green Bay DSPS 2850 Midwest Dr Ste 104 2331 San Luis Place Onalaska, Wl 54650 Green Bay, Wl 54304 608-785-9334 920-492-5601 Fax: 608-785-9330 Fax 920-492-5604 Email: Email: Make Checks Payable to: Division of Industry Services OR ❑ Check box to invoice designer and sign below TOTAL AMOUNT DUE% Review C e 7633 Designer signature SBD-10577 (R 3/19) 6, POWTS 3UWMTTAL (Cite0k all that apply... in wofste terms rnnv rasuk in nf"f ft.lnn coos —% ;t MNM ft�Gr4CEh.. Asrobfc Treetwertt AMI(s) Q Chlorinator Q Tank Replaosmsnt Orly 8 Commercial System ❑ dW Oh6ft don tuft Q Add Effluent tester t3YSTs:M TYP") MOM bane separals aheste for each system it air k trtg mWttple SYMAze on tlto same arts Enter Fee ❑ PAVISton to previously approi4od plant "11,00 [� 1f8sae88neotts Rsvlete► (14e, raplaoerrrsnt Of a septic tank, addition of an effluent floor or pratrastment device to an ono system, a ft4 $801hr 'Mcomponartmanud ❑ At-� CWn4)onant AAerwet - VOL2.0, WO.10854 MOM, R.1/12) Design AN $ estiM t oonrwonts are previously approved under s. BPS 384.10 (2) or (3� In'9raund Component Me"- Ver. 2,0, SOD-1070" (N.01/01, R 10/12) Wastewater Flow in OaAons par day Mound Component Manusi — Ver, 2.0, SISD-10691-P (N.01/01, R 10112) Designwaetetvatsr flow of the proposed system: e Component Manual - Vsr. 2.0, SSD-10706-P (N.01101, R 10/12) ❑ preseure Odw + Ph"" � 1,000 qpd or Ives $ 260.00 G 1,001— 2,000 gpd $ 325.00 Q 90 Sued Individual 31to Design- 2 001— 000 ,00 One or more treatment components are not ❑ At Grade a under s. BPS 384,10 (2) or (3). Bost rildevIsdon hom component ' (� Non-preewrlaed I round Pressurized Inbound Designmanuele Wastewater Flow In and use of components without product Ddp�Nne Gallons Per day Deep wastewater flaw of the proposed system: Conatrucled Wetbnds Documentation must be Provide dgr�e to support treatment end dlaperaat claims. In a separate �°t and attach supporting documents (code statementreports, �D 1,0� gpd of lees i134t30.0iProviderydipnalo 1,001— 2,= gad $500.00 2,001— technical sections, test Aura, research wad", ate.) 6,000 gpd $750.00 greater t1M 5,000 gpd "00.00 Pita $0.08 for each gallon ever 6000 gpd $ Hold" tanks previously approved under a. BPS ❑ Holding Tank Component Manuel, Ver, 2.0, 8BL?-108S6-P (N.03/07, R1/12r W ow in pq sed)(3 Design wastewater flow of the ' Non•atate owned Commercial end ResideMM Holding tanks that completely ufte this manuel and have en saNma W defy }low of less than 3000 day Gallons Per day 5,000 gpd or bee $ 90.00 gallons per must be submitted to the &W*Prbb g0vsnanerded unit for review instead of the Depertment. (sore BPS 3e3.32(3)(0)) -- OPO 8,001-10„ 000 gpd MOM grsaler than 10,000 gpd 3226.00 Q Holding Tank individual Site 0asfgrt•, (I.e. A& constructed. c6 day holding capacity, Co- mingled was>snralar, eto.) Doan Holding Janke Including efts constructed tanks NOT Please epscNy: WGallons per dayastewater Flows Afsvlouafy approved under s. BPS 364.10 (2) or (3). Design imiewater flow of the proposed system: ' 00=9ftifton must be provided to support the rationale far the project, in a separata statement, 8,(0 gpd or lees $160.00 Afeass dude au code seotfoM test reports, teohntoal papers, reaerch artkses, etc.) 6,001-10,000 gpd $300.00 OPD greater then 10,000 god $460.00 Q so Saturation Oetermmthn Raw (using obas asm pipes) ❑ Interpretive 0etetmtnatioon $240.00 ❑ ExperimeMe System (One time eddidonsl fee), submit fee for fndl Uel system ae per appropriate above system type) E*QAment Number 5400.00 Priority Rsvlew (enter Game emWunt ae normal review fee listed above) $ Enter total (rounded to the n"rast doll O $ 'Z25"A — SSO-10577(R 3119) MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Richard & Mary Dessel Owner's Name: Richard & Mary Dessel Owner's Address: 5367 Jamaca AVE N Lake Elmo MN 55042 Legal Description: NW-NE-sec31-T30N-R19W Township: St Joseph County: ST Croix Subdivision Name: Fields t White Eagle Lot Number: 12 Block Number: Parcel I.D. Number: 030-1088-81-120 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 Plan Page 9 Filter Spec Page 10 ATT soil evauation Designer: Kim A Oconnell License Number: Date: 12/26/2 Phone Number: Signature: conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE 224263 715-381-7917 Mound Version 2.1 (May Component Manual 02 2027) & Pressu re Distribution References Version 2.1 (May Y 202 2- 2027) Version 7.0 (R. 11/12) Page 1 of 10 Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) r, Residential or Commercial Design �400.00 Estimated Wastewater Flow (gpd) 1.501 Peaking Factor (e.g. 1.5 = 150%) 600.00 Design Flow (gpd) 2.00 Site Slope ( a 98.80 Contour Line Elevation (ft) 29.00. Depth to Limiting Factor (in) 0.61D In -situ Soil Application Rate (gpo1ft2) Distribution Cell Information 100.07 Dispersal Cell Length Along Contour (ft) �1.00 Dispersal Cell Design Loading Rate (gpolft2} ' Influent Wastewater Quality (1 or 2) Pressure Disribution Information (C or E) 1 e Center or End Manifold 3.00 Lateral Spacing (ft) 2 Number of Laterals j 0.156 Orifice Diameter (in) 4.00 Estimated Orifice Spacing (ft) 2.00 i Forcemain diameter (in) 150.00! Forcemain Length (ft) 85.00 Pump Tank Elevation (ft) 4.55 System Head (ft) x 1.3 14,22 Vertical Lift (ft) ..38 Friction Loss (ft) 0.00; In -line Filter Loss (ft) 21.15 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. options choice 0.75 1.00 1.25 _.. 1.50 x x 2.00 x 3.0o x Treatment Tank Information `200 00 Septic Tank Capacity (gal) v%fieser Manufacturer Note: Sand fill [D) calculations assume a Table 383-d4-3 in -situ soil treatment for fecal coliform of - 36 inches. 6.00 Cell Width (ft) Are the laterals the highest point in the distribution F Y network? Enter Y or N If N above, enter the elevation (ft) of the highest point. _ 7 12A0 ft2lorifice Does the Forcemain drain back? Y Enter Y or N 24.47 Forcemain Drainback (gal) 90.29 5x Void Volume (gal) 114.75 Minimum Dose Volume (gal) 26.93 System Demand (gpm) Manifold Diameter Selection in, did. options choice 125 x - 1.50 x x_- 2.00 3.00 Gallons/Inch Calculator (optional) 1200.00 Total Tank Capacity (gal) 36.001 Total Working Liquid Depth (in) 33.33 gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information _ 800 00 Dose Tank Capacity (gal) Pal Iak Filter Manufacturer 22.24 Dose Tank Volume (gal/in) PL-525 Filter Model Number 'Wieser i Manufacturer Project: Richard & Mary Dessel Page 2 of 10 Mound Plan and Cross Section Views . . . . . . . . . . . . . . . . . .. ............. ......... 1/10 B ........ ......... . -'Observation Pipe ... ................. ... ..... ...................... .... ........................... .............. ........... ... ........... B ......... . .. .. .. .. ... .. .. . . . ................ ... . . . .. . .. . . .. . .. . .. . . ................... . ............... .................................... . .... ............................................. . .......... ...... ............... . ........ ................... ....... ...... .............................................. ..... ........ ............ .. .............. ......................... ............................. ............. . . L Mound Component Dimensions A 6.00 ft E 8.44 in B 100.00 ft F 9.50 in 7.00 0.50 DAin G Elft 600.00 (mh) Dispersal Cell Area 6.001 (gpd/ft) Linear Loading Rate Finished Grade 99.38 (ft) Dispersal Cell Elevation Shading Key Topsoil Cap F2� Subsoil Cap [H] ASTM C33 Sand FAI Tilled Layer [@ Aggregate H 1.00 ft K 7.31 ft 6.37 ft L 114.61 ft 5.31 17.67 J ffaft W 41ft 1 1236.701 (fe) Basal Area Available 1 10.00 (ft) 1 /10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area 2.0 % Site Slope IL T 0 r 1.5 ft :5 C! 0.5 ft 99.88 (ft) Lateral I nvert 9_8.80 (ft) Contour Elevation .. ........ ........ F Typical Geotextile Fabric Cover See lateral details on Page 4 for number, size, and spacing of laterals. Laterals are equally spaced from the distribution cell's centerline in the distribution cell (AxB). Project Richard & Mary Dessel Page 3 of 10 Laterals Cen[etea over rrn P Ail1'Jtefal5 are idenricaI End Connection Lateral Layout Diagram •= Turn-uCy;r,Jhsllt.glv�orcl®anautgtug IE. x-3j Holes drille-d on the b.; t,Qm of the lateral r 7ually spaced r —_ ,tc—w F[via tee or crass to maniFald ,r -gnu oainr. Lyeer.ml': fr,rct:,-main Sch 40 PVC per SPS TaNe 384.30-5 Number of Laterals Lateral Diameter Lateral Length (P) Lateral Spacing (S) Lateral Flow Rate System Flow Rate Total Dynamic Head 2 Orifice Diameter in Orifice Spacing (X) Orifices per Lateral ft Orifice Density gpm Manifold Length gpm Manifold ❑iameter ft Forcemain Velocity 1.50 98.40,ft 3.00 13.46 26.93 21.15 f 0.156 in 4.10 ft 25 12.00 ft/orifice 3.00 ft 1.50 in 2.75 ft/sec Dose Tank Information Locking cover with warning fable and Ivctgdevice and i sealed watertight Electrical as per NEC 300 and !# SPS 316.300 WAC 4 in. min 99 Disconnect Tank component is properly vented Wieser Manufacturer Capacity 800.00 Gallons Volume 22.24 gal/inch Dimension Inches Gallons A 19.81 440.61 B 3.00 66.72 C 5.16 114.75 D _ 8.00 Total 35.9 177.92 800.00 T A 8 C —t 3" Bedding under tank. Alarm Manuafacturer !SJE Rhombus -Tank Alert Alarm Model Number 101-01 N Pump Manufacturer F oulds Pump Model Number 7E 51 Pump Must Deliver F 26.93 gpm at 1 21.15 ft TDH E Altemate outlet location Forcemain diameter 2 in. Weep hole or anti - siphon device Pump off elevation (ft) $5.67 Oose tank elevation (ft) - OQ Note: Switches containing mercury may not be used in this system. Project: Richard & Mary Dessel Page 4 of 10 Mound System Maintenance and f)Per tion Specifications g Phone —_— Service PrnvidePs Name �----� POWTS Regulator's Name St Croix Coun Zonin PhoneI 715-386-4580� System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum influent Particle Size 118 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg1L Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft, Maximum FOG 30 mg1L Type of Wastewaterl Domestic Maximum Fecal Coliforml >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once eve 3 ear Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and ressure tested every 1.5 Mound Inspect for ponding and seepage once every 3 year Miscellaneous 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 mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. 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. Lateral Turn -up Detail Finished ■arr r.......r•rrrrr Grade .0 Threaded Cleanout 6-8" Diameter Lawn ■ Plug or Ball Valve Sprinkler Valve Box Distribution Project: Richard & Mary Dessel Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Page 5 of 10 Mound System Management Plan Pursuant to SPS 383,54. Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis, Adm. Code, and shall maintained in accordance with its" component manuals ]SBD-10691-P (N.01101, R. 11112), SSWMIP Publication 9.6 (01181), and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01101, R. 10/12)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death Septic and pump tank abandonment shall be in accordance with SPS 383.33. Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective looking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48. Stalls. The contents of the septic tank shall be disposed of in accordance with NR 113. Wis. Adm, Code. The operating condition of the septic tank and outlet fitter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, 9 such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October -February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg1L BODS, 150 mglL TSS, and 30 mglL FOG for septic tank effluent or 30 mglL 8005. 30 mgrL TSS. 10 mg1L FOG. and 101 cfu/10o mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell, Observation pipes within the dispersal cell shalt be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fads to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project: Richard & Mary Dessel Page 6 of 10 Wastewater METES FEET 40 a PERFORMANCE RATINGS PE31 TOW Hoed (f"t ai watar) GPM 5 5,2 1a 42 15 29 20 16 25 0 PE41 Total Bead (lea ofVM04 GPM a 41 10 57 15 44 20 33 2S 15 71 PES1 TOW Head (feet ofwafw) arm 10 67 15 59 20 50 25 39 30 26 35 a i The PL-525 Filter i� rated for 10,000 GPD ; *,allons pc r day) makin:,, it one of the largest riiters in it-, class- It has ;? linear feet of 1! 16" filtration slots. Lik-o the Poly bA, P4: 122. t11;, i'o lvlok PL-525 has an aU"')MatiC sltlat-off Mali installed with eye .,iter-When the Filter• I- removed t(,r ]ca:iinthe i)a11 will float up and temporarE,, phut Otf the system so the effluent won't leave the tank. Rated for 10,000 GPD tpllon�; per da1-i. 525 linear feet of 1;`1t Filtration. Accrt,r- 4and o" SCHD All plpe.- S i:ilr to tear! defector, Au omatic shut-off :ball ', lien filter is removed. a161-111 accessibititv.. lcci•ptS P%"C extcn4;inn I14111dlt?. Inswtat'aiio Ideal for residential and commercial waste flCl' VS LIP to 10,000 gallons per day (GPD). :. Locate t1-tt outlet of the septic tank. r. Pm,inuve the tank cr» er an i- nunip tank it necessary. ?. Glue the filter housing; to the 4" or 6" outlet pipe. If the filter is not cc2ntered under the access opening use a POIN laic Fxtend & Lok or piece of pipe, tea center filter. 1. Insert the PL_32; filter into its housin; - r�tlir-rs7 �{t,t,, /� t�11 GPD Alarm Switch 1i 000 GPD� � (Optional) — .r Accepts 1" PVC Extenssnn Handle Arce +t� 4" dr 6 " � ,;C11D 40 pipe 1p 5. Replace atul sec tire e1 v sq.di tarts. col or: PL-525 Maintenance., f tr r ... k w i Ga 'Ivc, Nr c *are The PL-525 Effluent Filters w I] per,: to efficiently for Several V 'ar_s UlIdCr nornial conditions lx4ore requiring cleaning, it is rec-nrninended that the filter be cleaned eyery time the tank is Pumped, c,r at least every three years. if the it,stailed filtr'r contains an option :I alarm. the owner c ill be notified by an alarm when the filter needs servicing. Servicing should be done by a certified septic tank pumper or installer. Locate the outlet of t1Ze sevtic tank. 2. i<t;TIICVO tank cover and pump tans: if necessar% . 3. Do not use plumbing when filter is removed. 1. Pull Pi.-52:; Cartridge out of the housing. Hoye oi!' filter over the septic tank. '10ake sure all solicis fall back into septic tank 0. Insr-r" the filter cartridge back into the housina makin- 17 su.t-e the filter is pro -r•iy ahgneci and comploely inkrted. Rcpiacc and ticcury septic tank cover. 7a[V1 h Best tiiteT -'Ccep l the Sn:.:rtFiltvr,w.-erit.:�t and 17,nnr. Rated for 1 Q,000 GPI? Linear Ft. s t I r e r+w Certified to NSPANS1 Standard 46 Gas Deflector 1�t<in,atiC BalI Fa<i] tni,tli� inlo e feeler:; can Poklok. Inc, 3 F;urfield Blvd, \kj'tllin-ford. ("T f10492" "lull. L'rec: 8- 7/65.0'r,0a F;t1: (t,'sti1, � 14 c\%N.v.polcle,k-coni ® �.y F (k{3 , q ------------- ------------- -------------- Fla A ------------- � q - z Y 413 �r r 0 ao ® .. NEW RESIDENCE FOR ! ° Ov MARY AND RICHARD DESSEL C XXXXXXXXXXXXXXXXXXXXXXXXXX (+- X Dn4. i 8rU I M(�KEUWMP JAN 0 9 2024 Wis. Dept�40 W& . s SOIL EVALUATION REPORT Page of <. Division o ('5 r in accordance with SPS 385, Wis. Adm. Code County I' ' Attach complete site plan on paper not less than 8 1Q x 11 inches In size. Plan must `7 rnclude, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I-D• percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ' Please print a!1 Information. Reviewed by Date I% Personal information you provide maybe used for secondary purposes (Privacy Law. a 15.f14 (1) (Fn ) Property Owner party Location ;r } ti 114A�= 114 S T . N R IC11 E (or&' Property Owner's Mailing Address J Lot # Block # Subd. Name or CSM>ii _ � j' f �~ _ City State Zip Code Phone Number © City ❑ Village ®.Town Nearest Road 4 r`^ New Construction Use: ( Residential 1 Number of bedrooms 1'1 Code deriver} design Ravi rate 1��� GPO © Replacement Public or commercial • Describe. Parent material - �� % Z&A* Cd-\ 66"t!' Flood Plain elevation if applicable _ ZZI ft. 11 General comments and recommendations, J� Boring # Boring , — / Iin ft. Depth to limiting f 0 Pit Ground surface alev, - Soil A hraticn Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots CP cif± ` in. Munsell ❑u. Sz. Co! . Color Gr. Sz. Sh. ffkl ff3f2 ,.a:� . ] I 4F . J u✓ i .J � R ' 7 Boring # ❑ Boring I =� I I I a;f Ground surface elev. ft. Depth to limiting factor ) in. IGail Qnn1ir-Mein Rate Horizon Depth in. Dominant Colo, Munsell Redox Description Clu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. -,�nsistencT 9oundary Roots GFD1ft ' ff#1 V#2 I � �.. 1• � �j .f _"fir G:_ `�� 4i 7. ' Effluent #1 = BOO > 30 �_ 220 mg/L and TSS >30 _< 1 mg1L Effluent if1 = tivu a su nlyt_ aria i z)a 2: av riiyit- CST NarrletFtl "Ppht)� n�iusa CST Number Address %' Date Evaluation Conducted Telephone Number PropertOwner �C_`.�5 L y Parcel ID # ( ��L� " l `� �1r' �� Page : = s • of 0� Bring Boring # ft. Depth to limiting factor in- Sit pit Ground surface elev. _ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure sistence Boundary Roots GPDfft 7 in. Munsell Qu, Sz, Conl. Color Gr- Sz. Sh. ff#1 ' fl#2 I ) J / r �r A rr c ElBoring Boring Pit Ground surface elev. ft. Depth to limiting factor Horizon Depth Dominant Color Redox Description Texture Structure nsis n. Munsell Qu. Sz. Coral. Color Gr. Sz. Sh. Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soil E4�piiealFan Fi,ate iary I Roots I GPD/h in. Snil Amllratinn Rath Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. ansistence"Boundary Roots GPD/ft ' ff#1 if#2 Effluent #1 = BOD c > 30 C 220 mg/L and TSS >30 a 150 Mg/t_ ' Effluent #2 = SOD , -< 30 rngdt and TSS < 30 mg[L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an ahemate Formal, contact the department at 608-266-31 S 1 or TTY through Relay. SUU- 0k?, trt L) r �5 i rm LOT 4 --- 1TE EAGLE ROAD LET 10 LOT11 :t _ C LOT 12 - " r _ — — .— — I I - LOT 13 " { r � 5GLE,N FEE1� NOT FOR CONSTRUCTION STEVENS EII(i7MEERb. IMG. I ►tETRO EAST COWMERGUL 0041-= TCWWK OF S7. JOSEPH, MCOKSM �� i� u .. z iww ssrs . IIIC JON VIMMCOMS .w5�z cc, sdta low K wrrI LSTERN AVE �•.ee GRADING PLAN - SOUTH STILLW4TER, 41NNESOTA 55= Od9.'YJ"d412, 5 a Z" r EI � __�, , 1 ��.i®-.-,IYAL OWNER D.'IcNn" X 1%'rNj PcS6e� PLUMBER k't,M 0'�owA LIC.#- OF t No. 651 � z -u�u [911-3 akv 0I r► • ,t4 AND/OR LOT EAV "�-,Ae7 a-�- laal�� SUBDIVISION AUTHORIZED THIS PERMIT EXPIRES SBD-06499 (R11/20) 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.