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034-1053-40-100
Wisconsin Dep rtment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety ak gu0P.ng Division INSPECTION REPORT Sanitary Permit No: 514960 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Larson, John A. & Leslie I Springfield, Town of 034 - 1053 -40 -100 CST BM Elev: Insp, BM Elev: BM Description: Section/Town /Range /Map No: G 5T 24.29.15.371A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER , n.ry D CAPACITY STATION BS HI FS ELEV. 5. zZ /65 z A-0 Septic / ' , . Benchmark 3 (Z 163 166 Dosing �G ti l / '750. Alt. 0 c_1 bJ4_ 1et� 7 . 7 7 � '7� 119 �,� / /z.S Q�catie+.1 Bldg. Sewer Holding V St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet G , SC� 96, 7 Z Septic /4b / I /-� 7 Dt Bottom 11.11 13.3 Dosing 0 (D Header /Man. g /m 7 ior� — /art' ( - 7 Aeration Dist. Pipe ,/, `t /06. 6 Holding Bot. System 1 5, 17 /QO' 65 �Z PUMP /SIPHON INFORMATION Final Grade 3.55 / Manufacturer er Q Demand St Aver C o u Ibq Z . Z e l u — 7 i5 z. �� is 5 Model Number 7, - 4.7 / f 9 �f TDH Lift / 6.3 g Friction Loss System � a6 TD�b' _216 C• /� 113,13 16-5 . c, /3 Forcemain Length /(, I Dia. I Dist. to Well /�� I' �i 7 v Z 7 /Gld F I SOIL ABSORPTION SYSTEM BED /TRENCH Width / Length / No. Of renche PIT DIMENSIONS No. Of Pit Inside D Liquidd Depth - 7 DIMENSIONS -7 SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: ` INFORMATION Type tem: ` CHAMBER OR >56 7 / 166 / UNIT Model Number: d ✓ (v DISTRIBU SY / Header /Manifo d Distribution I/ / x Hole Size o� x Hole Spacing / V t to Air Intake J L Pipes) `/ 0 Z S 3 n✓ { r L / 2J Length -- Dia / Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only t Depth Over Depth Over xx Depth of xx Seeded /Sodded Mulched f Vic Bed /Trench Center Bed/Trench Edges N_,. Topsoil / es E] No No --S, Yes [TNo COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: /� / I / Inspection #2: Location: 861 325th Street Glenwood City, WI 54013 (SW 1/4 NE 1/4 24 T29N R15W) >35 acres Lot . I Parce �No: 24.29.15.371A 1.) Alt BM Description = :5&'0C_ �' , P1 . 0"i l / �5 / P10 2.) Bldg sewer length = - amount of cover I O�J1.v �7 D Gin. a.Q�, ��: � ��� c e ,r� ��o�,�y�►sI '�t� � , n - , k ����w i Plan revision Required? Yes No Use other side for additional reformation. SBD -6710 (R.3/97) Date Insepctor's Sig ture Cert. No. tx>'mmeroe.wl.gov Safety and Buildings Division Cowry 201 W. Washington Ave., P.O. Box 7162 St Croix sco n s n Madison, WI 537 162 � s „ anitary Permit Number (to be filled in by Co.) DOhAftlllsl It m ct>�11„el e:e - u f5 / Sanitary Permit Application - S45?44raonNumber In accordance with s. Comm. 83.21(2), Wis. Aden Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state -owned POWTS are Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information y 325 St purpo in accordance with the Privacy Law, s. 15.0 1 m , Slats. 01=CF1VED - 14!: L !! � � N&@nJNI Application Information — P1 Print All Information fit/ 1 Property Owner's Name ' Parcel # 034 - 1053 -40 -100 John & Leslie Harter Larson 'All IG 19 2008 Property Owner's Mailing Address Property Location 1415 Broadway #16 ST. CROIX COUNTY Govt. Lot City, State Zip Code SW h /a,NE h/y Section 24 Hammond WI 54015 (circle one) IL Type of Building (check all that apply) Lot # S b N; R 15 W ®1 or 2 Family Dwelling - Number of Bedro 4 ) &, f W n�j Subdivision Name O /� Block # ❑ Public /Commercial - Describe Use A P El city of ❑ State Owned - Describe Use J / CSM Number ❑ Village of A - 75 D a / „ / r ® T own of S ringfield III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A New System Replacement Treatment/Holding Tank Replacement Only Other Modification to Existing System (explain) —�-_. System B. ❑ Permit Permit Revision Change of ❑ Permit Transfer to List Previous Permit Number and Date Issued Renewal Before Plumber New Owner Expiration 1z; 4— 11 4 IV. T e of POWTS S stem/Com onent/Device: Check all that appl Non - Pressurized In- Ground LJ Pressurized In- Ground LJ At -Grade Mound > 24 in. of suitable soil L1 Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dispersal/Treatment Area Information: w Design Flow (gpd) Design Soil 7 0,70 Rate(gpdsf) Dispersal Ar Required (sf) Dispersal Area oposed (sf) System Ele 600 0 1000 1175 101 VL Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units N New Tanks Existing Tanks , I n 4- Septic or Holding Tank 1200 1200 1 Wieser Concrete r_1 El Dosin Chamber 800 800 1 Wieser Concrete VIL Responsibility Statement - 1, the undersiigned, assume responsibility for installationyfoe POWTS shown on the attached plans. Plumber's Name (Prim) PI b 's Signs MP /MPRS Number Business Phone Number Darrell Hubbe. CJ v� Z MFRS 221073 715 307 -1630 Plumber's Address (Street, City, State, Zip Code) N7988 92CP ST River FAlls WI 54022 MU Coun /De artment Use Onl Approved _ Di sa roved Permit Fee Date sued hzuing Signature Owner Giv or Denial $ OD 8 1 1 ig IX. Co Disapproval 3 1. Septic tank, effluent filter and / � a / " A. dispersal cell must all be services / maintained `' � w( � n as per management plan provided by plumber. \ / /�� j fe v ; �� dCD L 2. AN setback taqLkemeft must be maW airW 1 l e rU' A l as loch / or*w11 t. t7 e-". f-h .n5 a /►1 a t o j . O �, �... Attach to complete plans for the system and submit to the County only on paper not less than 81/2 z 11 inches in siak L n) a t 4 , r Plot _P_Z page 8 O,f 8 property owner L ARSoA, zb'mm 4 LESLI 48ft r Legal Description sW /q O F - W%r_ ,VO4 s Z4 (fit where noted) fi Stsw To OT .s�Rr�1�Fi�a s o�,�____ fJ = Backhoe pit Q Coutu �sir3 . 3q - AMS 3 North q. Wes. -"CO Sti �,p�flTED 0" t) s�yE ° o z �u c� 89.8'3' —� oa h � 0 o Alr 26c� 4 8 T IS`UO Locadon: 1 A ME, M X LE C O ■ Y +� J I 1 Aplot Plan Page 8 of 8 Property Owner LARsoA, 3' om 4 LESUS �r 1! r Legal Description -Sw 4 of - w*- rek� z-.zq-1 (fit wi tem nom fi N -sw -r ,,, �� T, gLIM i'.J = Backkoe p& Z Cokkwy Q North q. WbL"W spa wx^ o" sue- �wEw► n X£L 110 °O A k i t r s Is ' _ 1 AIr JL eel. 300 / °° ao7 C Q� L•782 � �" f 0 X � 7 o Site Location: � K 74 :; Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance with Comm 85, Wit. Adm. Code OIX Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and I D.S E P 2 Pa t percent slope, scale w dimensions, north arrow, and location and distance to nearest road. Please print all informatron. R by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ST. CR IX C UNTY ZT Property Owner Property Location JOHN A. & LESLIE E. HARTER LARSON GovL Lot - -- SW 114 NE �1/4 � 15 E (or) Property Owner's Mailing Address Lot # Block # I Subd. Name or CSM# 1415 Broadway # 16 -- - Vol. 2842, Pg. 432 City State Zip Code Phone Number Vllage ■ own Nearest Road Hammond, W1 1 54015 1 ( ) 325th Street New C o mtr action Usein Residential i Number of bedrooms Code derived design flow rate GPD • Replacemerit 0 Public or commercial - Describe: Parent material loess over till Flood Plain elevation if applicable Al sue- -- R General comments Mound System -- 0.12±. sand ill -- 0.6 loading rate and recommendations: / AMFR`( S�RtFS Boring # 11 Boring ./ Q Pit Ground surtace eiev. 100.63 ft. Depth to limiting factor 32 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPD/ff= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 '011#2 1 0-6 7.5YR3/2 - sil 3fgr mvfr cb 3vf-co 0.6 0.8 2 6-12 7.5YR3/2 - sil 2fsbk mfr as 2vf-co 0.6 0.8 3 12 -21 7.5YR4/3 - sil If- -msbk mfr as 2vf-m 0.4c 0.6 4 21 -32 7.5YR4/4 - si if -msbk mfr as lvf-m 0.4 0.7 S 32 - 38 7.SYR4/4 n f 7 .s YR /6 - 81 Om mff -- lvf 0.2 0.6 Horizon 4 has many sand M. 2 Boring # Bo w 99.53 30 I E) Pit Ground surface elev. ft. Depth to limiting factor n• Sol Application Rate Horizon Depth Dorrtnant Color Redox Description Texture Struchke Consistence Boundary Rods GPDff n. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. 'Eff#1 - Eff#2 1 0-5 7.5YR3/2 - sil 3fgr mvfr cb 3vf-co 0.6 0.8 2 5 -15 7.5YR3/2 - sil 2f -msbk m f r as 2vf-m 1 0.6 0.8 3 15 -30 7.5YR3/4 - sl If- -mabk mvfr as lvf-m 0.4 0.7 4 30-33 7.5YR3/4 12f7.5YR4/6 sl Om mfr -- lvf-f 0.2 0.6 H orizon 3 has some gr. 'Effluent #1 = BOD > 30 <_ 220 mg<L and TSS >� < 150 mglL * Effluent #2 = BM 5 : 5 30 mg& and TSS < 30 rng1L CST Name (Please Print) CST Number Mary Jo Hollister ollister's Soil Testing & Ulesi 224832 Address Date Evaluation Corti Telephone Number W9875 690th Avenue, River Falls, WI 54022 08-29-07 (715) 426 - 1775 Property Owner LARSON, John & Leslie Parcel ID # 034 - 1053 - 40 - 100 Page 2 of 3 Boring ✓ IJ ��� * 100.73 30 a Pit Ground surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsel Qu. Sz- Cont Color Gr. Sz. Sh. *Eif#1 *Eft#2 1 0-6 7.5YR3/2 -- sil 3fgr mvfr cs 3vf-co 0.6 0.8 2 6-12 75YR312 -- sil 2f -msbk mfr as 2vfco 0.6 0.8 3 12-18 7.5YR4/4 -- sl 2f-ma&sbk mvfr as 2vf-m 0.6 1.0 4 18 -30 7.5YR3/4 -- sl 2f- ma&sbk mfr aw lvf-m 0.6 1.0 5 30-34 7.5YR3/4 f2f 7.5YR4/6 sl Om mfr -- I vf-f 0.2 0.6 F-1 Boring # Boris Pit Ground surface elev. R. Depth to limiting factor in. Sod A Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1Pf in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *0101 'Eff#2 Boring Boring # Pit Ground surface e lev. ft. De to limiting factor in. Grou s rfa le l n9 Sod Aw ricaim Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Mansell Qu. Sz. Cont Color Gr. Sz. Sh. *Eif#1 TRW * Effluent #1 = BOD < 220 mg and TSS >30 < 150 mgA " Effluent #2 = BOD < 30 mgA. and TSS < 30 mglL 6 > 30 � rrgA. s The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608 -264 -8777. M- 8330Tot (R07/00) I� - Plot Plan for Site and Soil Evaluation Page 3 of 3 Property ow ner LA RSoA , 3b"N 4 LEst_ 1 " =40ft Legal Description sw 'l� vF+ti ,� s Zy, (except where noted) Backhoe pit North g n 2 w � /cn. nD 3 = 9q, Ob �� 3 � c < o ry S �c b � Q T Site Location: }I. IA, M V ` Safety and Buildings v l 4003 N KINNEY COULEE RD commerce .Wl.gov 1 LA CROSSE WI 54601 -1831 ��� TDD #: (608) 264 -8777 sca n s i n www.commeece.wi.gov /sb/ www.wisconsin.gov , t i c epartm of Commerce Jim Doyle, Governor Mary P. Burke, Se September 12, 2007 CUST ID No. 224832 ATTN.• POWTS Inspector MARY JO HOLLISTER ZONING OFFICE HOLLISTERS SOIL TESTING ST CROIX COUNTY SPIA W9875 690TH AVE 1101 CARMICHAEL RD RIVER FALLS WI 54022 -4011 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/12/2009 Identification Numbers Transaction ID No. 1457443 SITE: Site ID No. 730162 John & Leslie Harter Larson Please refer to both Identification numbers, 325 Street above, in all correspondence with the a ge nc Town of Springfield St Croix County SW1/4, NE1 /4, S24, T29N, R15W FOR: Description: Mound / Four Bedroom / Sloping Site Object Type: POWTS Component Manual Regulated Object ID No.: 1151617 Maintenance required; 600 GPD Flow rate; 30 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01/01), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 101); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. 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, }�t� stats. p The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • This system is to be constructed and located in accordance with the enclosed approved plans and with the >iZE Y �,. Pp p SEE component manuals listed above. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area, chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county project where this ro'ect is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat A � MARY JO HOLLISTER Page 2 9/12/2007 • Comm 83.22(7) A copy of the approved plans specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department which may include local inspectors Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 7 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART Bode: 7633 (608)789-7893, 7:45 am - 4:30 pm Monday - Friday charles.bratz @wisconsin.gov cc: Leroy e y G Jansky, POWTS Wastewater Specialist, (715) 726-2544, Friday, 7:00 A.M. To 3:30 P.M. MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: JOHN & LESLIE HARTER LARSON Owner's Name: same Owner's Address: 1415 Broadway #16 Hammond, WI 54015 Legal Description: SW 114 of the NE 1/4, S 24, T29N, R15W Township: Springfield County: St. Croix Subdivision Name: NA Lot Number. NA Block Number. NA Parcel I.D. Number 034 -1053 - 40 -100 Plan Transaction No.: p.usIrif. ��• % 14o i� Page 1 Index and title �• (j . .. ......... . . .. . ^/ . Page 2 Data entry ,�•'`�� ' ••.• *, '�.� Page 3 Mound drawings s J O ; Page 4 Lateral and dose tank Page 5 System maintenance specifications ; aft NO A S59 Page 6 Management and contingency plat, vE RFPLL S ' Page 7 Pump curve and specifications r COMAIERCE. ��h��ES�� ��• ��ONDENC Desinner Mary Jo Hollister l=icense Number: 1859 -007 n .;- horn -sin? "' ba- r-s.!v R - _ _ ..u.. +. - 44t lklo& f4,_ v uav: Des;nnaA Dure .�nf to tho 1v vi - r!_ LLi+i�Yl_+S!C!!3 9Y..!lScE. tU! �VYt - - - - i -_ Y ..... -.. verstot9 L.S. s: L'C?-lLLJ... _. .J r`r•.?5 +7� CD + +izlir•�}!on LI C. rSacion of Drpec+!rp rl+efrih++4,nn Aletutorke for C7 -CA MI/All 9r%A +�. -- != _1..9L _, L'!. ..ro...r'L.!C..- .N!?..Ld! V�_.. �._ Jam... !U. tl J'r �t 'J ..L 7I RECEIVED Vim+ iii 51. Vii- S 3i i tji a+ S E P 1 0 2007 SAFETY & BUILDINGS Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 8344 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches. 600.00 Design Flow (gpd) 5.00 Site Slope ( %) 100.50 Contour Line Elevation (ft) 3 Depth to Limiting Factor (in) 0.60 In -situ Soil Application Rate (gpd/f ) Distribution Cell Information 75.001 Dispersal Cell Length Along Contour (ft) = 8.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /fh) 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disrrbution Information network? Enter Y or N (C or E) E Center or End Manifold 4.00 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) 2.50 Estimated Orifice Spacing (ft) = 10.00 ft /orifice 2.00 Forcemain Diameter (in) 30.00 Forcemain Length (ft) Does the forcemain drain back? Y 95.00 Pump Tank Elevation (ft) Enter Y or N 8.80 System Head (ft) x 1,3 4.69 Forcemain Dralnback (gal) 5.50 Vertical Lift (ft) 46.75 5x Void Volume (gal) 0.41 Friction Loss (ft) 51.64 Minimum Dose Volume (gal) ` 0.50 In -line Filter Loss (ft) 24.72 System Demand (gpm) Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x x 1.00 1.50 x 1.25 x x 2.00 1.50 x 3.00 2.00 x 3.00 x Gallons /inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1200.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Weeks I Manufacturer gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (gal) JZabel Filter Manufacturer 22.00 Dose Tank Volume (gal/in) JA100 Filter Model Number Weeks Manufacturer Project: JOHN & LESLIE HARTER LARSON Page 2 of 8 Mound Plan and Cross Section Views _ T := ::1/10 B :: ; : ; : ..::::: .... := :- :: 3 :: :;::: J Observation Pipe '.5 A W :: :: :::... : : :..... : : : :: B ....: : ::: :::. I =� -- ------ -- L Mound Component Dimensions A 8.00 ft E 10.80 in H 1.00 ft K gift ft B 75.00 ft F 9.25 in 1 7.66 ft L ft D 6.00 in G 0.50 ft J 4.62 ft W 600.00 (fe) Dispersal Cell Area 1174.63 (ft Basal Area Available 8.00 (gpd/ft) Linear Loading Rate 7.50 (ft)1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.77 (ft) –7.20 H 20 2 Will 1W 4 1 d ...................................... ..... . + F Di spersa l CelI _ 101.50 (ft) Lateral 101.00 ft – �♦ — Invert Dispersal Cell : ............... ....... . :: E 3 Elevation D '` r . :::: 14u��11.r11�tr 1. rr 1 t 1^ 1 ! ht 2l �t ut htl 1 111 ^� 1�1 X11^ 4 Stu 1 ^ttih�l�i4trt� �ci�hc`.�l 1^lu�ttl�r4'tul<�ru.t1^1�ht1` t'�t' tvi�� ' rle�1�?•�1^tu J. x x x. A�i�. lv 1, clt^ 2. 1^ ctil'^f4ti4`.�l'tuN,l��^>..l.l..t .t 1. x .. � ,� .�, '`� , .. � 100.50 (ft) Contour Elevation 5.0 % Site Slope Geotextile Fabric Cover Shading Key _$.– Dispersal Cell See lateral details on 1Q _ Topsoil Cap 1.5 ft Page 4 for number, size, Subsoil Cap M 0 5 : ' and spacing of laterals. ASTM C33 Sand " 2 F Laterals are equally °i : `::• Tilled Layer c m 0. ft Y_m_ _ ; spaced from the ❑5 Aggregate le o j S .• distribution cell's centerline in the �"— A "— —'� dIetrlbutlon cell (Ax8). Project: JOHN & LESLIE HARTER LARSON Page 3 of 8 End Connection Lateral Layout Diagram s centered e B non Laterals _ o+rer� • Turn- upwdball valve ordeanoutplu�l I All laterals are identical If- X --- 3I Hol es drilled on the bottom of the lateral $ equaey spaded Force main octkut via tee or Oros; to manifold at any point. Laterals a force main of PVC Sch 40 (per COMM Table 84.30 -5) Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 73.37 ft Orifices per Lateral 30 Lateral Spacing (S) 4.00 ft Orifice Density 10.00 fe /orifice Lateral Flow Rate 12.36 gpm Manifold Length LEAfttsec ft System Flow Rate 24.72 gpm Manifold Diameter in Total Dynamic Head 12.91 ft Forcemain Velocity Dose Tank Information Locking cover with warning label and locking device and � sealed watertight Electrical as per NEC 300 and - Comm 16.28 WAC T4 in. min. Disconnect -------- Tank component is property vented < Alternate outlet location Forcemain diameter Weeks Manufacturer_ 2 in. Capacityl 800.00 Gallons Volume 22.00 gaUnch A Weep hole or anti - Dimension Inches Gallons B siphon device A 20.02 440.36 C B 2.00 44.00 Pump off elevation (ft) C 2.35 51.64 D 1 12.00 264.00 D Total 1 36.36 800-00 iF Dose tank elevation (ft) 3" Bedding un er tank. 95.00 Alarm Manuaaacturer Jiffy Box _ Alarm Model Number TM 1 Pump Manufacturer Goulds r ^ � Pump Model Number I P E31 �— Pump Must Deliver 24.72 gpm at 12.91 ft TDH Project: JOHN & LESLIE HARTER LARSON Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name F Cassellius Sanitation Service Phone 715 265 -4623 POWTS Regulator's Name St. Croix Zoning Office I Phone (715 ) 386 -4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 118 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 fe Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Fitter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month Pressure Cvctem Latera should be flushed and pr essure tested every 1.5 ears Mound Inspect for ponding and seepage once every 3 ears Other "!�-- Pllaneous Construction and Materials Standards 1. Observation pipes are Slotted and n �.,.�_.. r.i ...,tt �-:'� � ..-., f .r--_ a n,_..- t� n��:! lnt;_ At7 „,-, /+,-, ..t_ Finished ......... • • • • .. ........... Grade Ott Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: JOHN & LESLIE HARTER LARSON Page 5 of 8 • Mound System Management Plan • Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01/01), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD 107WP (N. 01/01)] 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 Comm 83.33, 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 sF!bject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking 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, Slats. 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 filter shall be assessed at least once every 3 years by inspection, T t• Pt' Props- r n gyration The filter cartridge should not be removed unless provisions r of K.. . 'et .tuied from its enclosure. If the filter is equipped with an alarm, r r.. • ...� .,,,v ,:._ :- >,�...,,,_.v << <..,� u.�..•..v �,r...�_u w..u..ivu�., ....:;....•.,.... .__, a.�:: c� ...�. ,•.�...� ,uayv ..�..�s i;: a: r:a;,�n...r.g wriiinuous alarrin- T+s c of f r h tt h stc -nntentq removed when the volume- of shAnQ and S. Curn in the-. Yank gYr�s 1/3 the liq lid v4hlrYle of the ",,, t, „uifite once persur,nel shall advise the owner of tigt+an thi? naxt canfica nQarrc to fire rt+?rfnrtneri to maintain lecc than maYimrem cri;m anst cEtFrt�a ^ t_ 4iFZ.� n +hn t =nL- r . products are used they shall be approved for septic lank use by the Department of Commerce. Puma Tank The pump (dosing) tank shall be inspected at least once every 3 years. All swit'"he --, a..... , -rid p +rrtps stralt 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 Srst�? No trees or shrubs should be planted on the mound. Planting- -. , .• ^• ^� _ -- �� t , t 2 0.: pc +.n ."resent r n an + to nrn_ „itie cn_mc nrntert,nn from fr_ n-t nenetratinn Tfaffin tnthe.r than for ...,,,trative surface within the .�. rl nrl .r r•.,..,.4 k .n : 4h a,.n4 r �..ilt n ,nte fr 4 ,¢.,,n+ hnn f` trI ..y,a �4h •.7ct ! t'.z..q f(1 4 her Cph ._ n 1 rtt- +nt.° +h3t tho €T-9 - i . +5. ;3 a O�JL ... +.+ j TJi ..ii 220 mgi L 80D,. 1 =J -na?L TSS. and 30 rng1L FOG for septic tank effluent or 30 — ign 4 al :ire tic, rti+�r4e?rC l zits' IS V x ate _ __ae_ _e. ,._ ,__. �•._ ________:_. �______ J_s.___ _ __ __ _ _ ____ _ ___ ____n � __ ____ __ _ ___ __ _ e_ e� _ _ _ rir: __ _ �i Otis xx(s x= i _ 4 eF ` if• i __ •. , J h h - � 'en _ : h• - f n -'runn r `, r ;4 t rt �€ al :: z� See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pnetreaatrment Units The infrrmatinn and schedule of mananagement a Ma intenance 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, Page 6 of 8 `. �aVtlt,DS PUMPS S •Lq _ Effluent Pump r .s � • PE "DOW Mom NA Pram, — General: Generale ■ Cohesion resistant • Discharge: i f ` NK • Single Phase wrutrucpon. • Temperature; i off (WQ • 60 Hertz ■ Cast iron body. • rims -- , rnnliro 11 ...►..... • S and ? vnhe r �impeller R � ' w... enn6 naNyo 11I�K�� wv W.41%0 f aftnergeed. • Bkn the raid m ebad pro_ COW • Solids handling- W tection with automatic reset ■ Upper sleeve and lower maximum sphere. • Class 8 insulation. heavy duty ball bearing APKICAflONS • Automatic models include a • 0114W design. construction. float switch. • High strength carbon steel ■ Motor is pemrarrently Specialty desigmd for the • Manual models available. shak lubricated for extended following uses: • Runl>ing range: see P'E31 Motor: e. continuous uocontinuous • M Systems ound pedormanee chart or curve. • .33 HP, 3000 RPM ■ Powered • EiflventOosing Systems P'E31 Pump: • 115 Vohs operation. • tflw Press" Pipe systems • Maximum capadty: 53 GPM ' Shaded pole design ■ AD ratings are within the • Basement wining • Maximum head: 25' TDH PE41 Motor, working limits of the motor. • Heavy "Sump/ PE41 Pump: • .40 HP, 3400 RPM ■ Quick disconnect power Dewaternx3 • Maximum capacity: 61 GPM • 115 and 230 volts mod, 20' standard lerAp, • Maximum head: 29' TDH • PSC design heavy duty 1613 SJTW with PE51 Pump; PE51 Motor: 115 or 230 voh grounding • Maxknum capacity: 70 GPM • .50 HP, 3400 RPM ■ unit duty, • Maximum head. 37' TDH • 115 and 230 volts portable and compact. METERS FEET • PSC design ■ Mechanical seal is darbon. ao . _ ceramic, BONA and stainless �'Ey11••= r _. }.._, .; , . _ _ . r . awoUs. PB1. K41, PES,; steel. 35 - -' 71 -•—i W. 33.AQ. 50 i r Stainless steel fasteners. 10 2 GPM 30 , : r -� AGENCY USTIWA q _ 1 FT 20 -r L TesoMd to UL 178 &W aA 22.2108 Starrda& o V- 1 s — i' -:-T -} By can s Auod+Eion �.- _._ � ^ r._ — ___.._. -�• t. I.. E .�i q'�_::- �_r�.��r__.I.�_�.�J O OC —�- 60 70 GPM 80 0 5 - C 70 i5 m31h tRs�>J 1� zr 0- 1.3 1 +� ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /Buyer L e5l ie 0aHrev j,k5on Mailing Address (y IS 13 ` 044f/aI/ Property Address / `7h (Verification required from Planning & Zoni r - epartment for new construction.) City /State Parcel Identification Number 03 q (q S 3 ^ L (U " 1 VU LEGAL DESCRIPTION Property Location S w '/4 , 4 F %, Sec. 9t4 T NR 1-5 W, Town of Subdivision Plat: , Lot # Certified Survey Map # , Volume , Page # Warranty Deed # -2? 4 P y32 (before 2007)Volume , Page # Spec house yes '' no Lot lines identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and /or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge_ 1 /we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my /our knowledge. I /we am /are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms SIGN URE OF APPLICANT(S) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) .9i 2 8 4 2 P 4 3 2 em0ras �i + KATHLEEN H. WALSH REGISTER OF DEEDS State Bar of Wisconsin Form 1 -2003 ST. CROIK CO., MI WARRANTY DEED RECEIVED FOR RECORD Document Number Document Name 07/13/ 01:25PH WARRANTY DEED EXEWT # THIS DEED, made between Doris M. Raasch, Phyllis J. Bakke, and Ramona M. Larson, as joint tenants and each in their own right REC FEE: 13.00 TRAITS FEE: 480.00 ( "Grantor," whether one or more), COPY FEE: and John A. Larson and Leslie E. Harter Larson, husband and wife as CC FEE: survivorship marital property PAGES: 2 ( "Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real Recording Area estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ( "Property") (if more space is needed, please attach addendum): RETURN TO: Title One Premier Group, Inc. Std OJ b' d 706 19th St. S. Hudson, WI 54016 034- 105340 -1000; Part of Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: Easements, highways, utility rights, reservations and restrictions of record. LP Dated = ,2005 (SEAL) ��.? /�� �, ^. (SEAL) * Doris M. Raasch * Phyllis J. Bakke / s, � /t_-d L (SEAL) (SEAL) * Ramona M. Larson AUTHENTICATION ACKNOWLEDGMENT Signature(s) Doris M. Raasch, Phyllis J. Bakke, and Ramona M. Larson STAT WISCONSIN ) authenticated on June 2005 1S 1 `Jw ' g COUNTY ss. ` 4,. TE ersonally came before me on 2005 , Y a above -named Doris M. Raasch, P yllis J. Bakke, and TITLE: MEMBER STATE B mona M. Lars (If not, 4%h�*'W► b the rs (s) who a ecuted the foregoing authorized by Wis. Stat. O BL IC . � rum tan n wle ed the sa e. THIS INSTRUMENT DRAFTS Jennifer A. O'Neill, BAKKE NO S TTUML Spring Valley, WI 54767 Pub isconsin My Commission (is perms t ) (expires: t ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED, WARRANTY DEED ® 2003 STATE BAR OF WISCONSIN FORM NO. 1 -2003 • Type name below signatures. C &OL S w U 2842P 433 ATTACHMENT TO WARRANTY DEED Raasch, et al. to Larson The Southwest Quarter of the Northeast Quarter (SW '/4 of NE '/4) of Section Twenty -four (24), Township Twenty -nine (29) North, Range Fifteen (15) West, Town of Springfield, EXCEPT the North 33 feet thereof, AND an Easement for ingress and egress for all purposes over the following described real estate: The West thirty -three (33) feet of the North thirty-three (33) feet of the Southwest Quarter of the Northeast Quarter (SW` /4 of NE` /.) of Section Twenty -four (24), Township Twenty -nine (29) North, Range Fifteen (15) West, St. Croix County, Wisconsin. The purpose of this easement is to provide access to the public road and ingress and egress to Grantee's property. This grant includes ingress and egress for all utilities and emergency services. Grantee shall be responsible for the cost of construction of any road over said easement and shall be solely responsible for the costs of maintaining the road over the easement. This easement is perpetual for the benefit of Grantee, their heirs, successors and assigns, and shall run with the land. Parcel #: 034 - 1053 -40 -100 07/25/2007 01:26 PM PAGE 1 OF 1 Alt. Parcel #: 24.29.15.371A 034 - TOWN OF SPRINGFIELD Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - LARSON, JOHN A & LESLIE E HARTER JOHN A & LESLIE E HARTER LARSON 1415 BROADWAY #16 HAMMOND WI 54015 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ' 861 325TH ST SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 39.000 Plat: N/A -NOT AVAILABLE SEC 24 T29N R15W SW NE EXC THE N 33' Block/Condo Bldg: THEREOF Tract(s): (Sec- Twn -Rng 401/4 1601/4) 24- 29N -15W Notes: Parcel History: Date Doc # Vol /Page Type 07/13/2005 800205 2842/432 WD 06/27/2005 798759 2831/172 EZ -1 12/14/2000 635275 1567/268 WD 07/23/1997 436/512 2007 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 07/20/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 25,400 4,650 30,050 NO AGRICULTURAL G4 8.750 1,550 0 1,550 NO UNDEVELOPED G5 7.700 11,350 0 11,350 NO MFL BEFORE '05 CLOSED W8 20.000 70,000 0 70,000 NO Totals for 2007: General Property 18.450 38,300 4,650 42,950 Woodland 20.000 70,000 70,000 Totals for 2006: General Property 19.000 27,000 3,900 30,900 Woodland 20.000 36,000 36,000 Lottery Credit: Claim Count: 0 Certification Date: Batch #: 209 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 r Wisconsin Department of commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Ws. Adm. Code C"inty ST. CROIX Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 034- 1053 - 40 - 100 percent slope, scale or dimensions, north anow, and location and distance to nearest road. Please print all information Re ' by �7 `l Personal kdomnabon you provide may be used for secondary Purposes (Privacy Law. s. 15.04 (1) (m)). / / V Property Owner Property Location ■ JOHN A. & LESLIE E. HARTER LARSON GcvL Lot -- SW 114 NE 114 S 24 T 29 N R 15 Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1415 Broadway #16 -- - Vol. 2842, Pg. 432 City State Zip Code Phone Number ay ❑ Village own Nearest Road Hammond, WI 1 54015 ( spigingficid I 325th Street © New Construction Usern Residential / Number of bedrooms Code derived design flow rate GPD Parent medal 1 It�VE D Flood Plain elevation if applicable WA r R Lienerai c ominents ound ystem - 0.50 R. sand fill - 0.6 loading rate and recommendations: NOV 2 9 20( ST. CROIX COUNTY Ake" SVK*-& a Boring # ❑ Boring Q Pit Gr arnd surface elev. 100.63 ft. Depth to limiting factor 32 - in. Soi Rate Horizon Depth Dontinant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ffT in. Munsell Qa Sz. Cont. Color Gr. Sz. Sh. '01101 - 011#2 1 0-6 7.5YR3/2 - sil 3fgr mvfr cb 3vf-co 0.6 0.8 2 6-12 7.5YR3/2 - sil 2fsbk mfr as 2vf-co 0.6 0.8 3 12 -21 7.5YR4/3 - sil If- -msbk mfr as 2vf-m 0.4c 0.6 4 21 -32 7.SYR4/4 sl 1f- -msbk mfr as lvf-m 0.4 0.7 5 32 -38 7.5YR4/4 nf7.5YR4/6 sl Om mfr - lvf-f 0.2 0.6 Horizon 4 has ,nany sand cts. F 21 Boring # ❑ Bo w 99.53 30 Q Pit Ground surface elev. ft. Depth to limiting factor _ in. Son Application Rate Horizon Depth Dominant Collor Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsefl Qa Sz. Cont. Color Gr. Sz Sh_ 'Fff#1 'Eff#2 1 0-5 7.5YR3/2 - sil 3fgr mvfr cb 3vf-co 0.6 0.8 2 5 -15 7.5YR3/2 - sil 2f-msbk mfr as 2vf-m 0.6 0.8 3 15 -30 7.5YR3/4 - sl If -mabk mvfr as lvf-m 0 . 4 0.7 4 30 -33 7.5YR3/4 f2177.5YR4/6 sl O m fr. - lvf-f 0.2 0.6 Horizon 3 has some >r. ' Effluent #1 = BOD > W 220 nrg& and TSS >30 < 150 mg& ' Effluent #2 = BOD < W nglL and TSS a W mg& CST Name (Please Pro) CST Number Mary Jo Hollister (Hollister's Soil Testing & Design) 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 08 - 29 - 07 (715) 426 - 1775 Property Owner LARSON, John & Leslie Parcel lD # 034 - 1053 - 40 - 100 Page 2 of 3 . 9 ❑ Boring # ❑ Pit Ground surface elev. 100.73 ft Depth to km&V factor 30 in. Sod Application Rate Horizon Depth DorninaM Color Redox Description Texture Structure Consistence Boundary Rods GPD/ff? in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 •Effit2 1 0-6 7.5YR3/2 — sil 3fgr mvfr cs 3vf-00 0.6 0.8 2 6=12 9. /2 = fail 2f --Mbk M* a 3440 016 016 3 12 -18 7.5YR4/4 — st 2f- ma&sbk mvfr as 2vf-m 0.6 1.0 4 18 -30 7.5YR3/4 __ s 1 2f- ma&sbk mfr aw lvf-m 1 0.6 1.0 5 30 -34 7.5YR3/4 f2f 7.5YR4/6 sl Om mfr — lvf-f 0.2 0.6 F-1 Bong # Boring Pit Ground surface elev. ft. Depth to WW" factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Conmistence Boundary Roots GPM in. Mused Qu. Sz. Cont Color Gr. Sz- Sh. `Efr#1 'Eff#2 �g # Pit Ground surface efev. ft. Depth to tirrrting factor in. Sod Applkabon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPD1ff; in. Mu>sell Qu. Sz Coat Color Gr. Sz- Sh_ 'Efr#1 'Etf#2 Effluent #1 = BOD, > 30 < 220 nV& and TSS >,V :E 150 milt ' Effluent #2 = BOD < 30 milt and TSS < 30 mill The Department of Commerce is an equal opp rtu . n, -- need material in an alternate format, please comae m ' • - Plot Plan for Site and Soil Evaluation Page 3 of 3 Property owner L KsoA , a6mm 4 LE_--A_ I" =40ft Legal Description so' /t vF - w+e gjg sZy, (except where noted) fi Z20 P ,SW � �n � s�tZa�lror . ST CRo�� — (:� = Backhoe pit CgUIn . wV�Cnpsu4 North g a z 2 t A Ro1C• 0 o � Z x Site Location: T � X rn v Wisconsin Department of Commerce SOI R='OK 1 ? Page 1 of 5 Division of Safety and Buildings in accordance with 7mm , Wis. Adm. Code A.C.E. Soil & Site Evaluations ZUQ� Attach complete site plan on paper not less than 8'F x 11 inches in si , e Plan'�nasII 1 i Cou ty St. Croix include, but not limited to: vertical and horizontal reference point (BM }, direct and percent slope, scale or dimensions, north arrow, and location and dis nce to neare@ 0) ( Par 1. D. U� OF GE 034 - 1053 -40 -100 Please print all information. NC' e Date Personal information you provide may be used for secondary purposes (Privacy (1) (m)). d Id Property Owner Property Location Phyllis Bakke, Et X. Govt. Lot SW 1/4 N 19 S 24 T 29 N R 15 W Property Owner's Mailing Address ^^ Lot # Block # Subd. Name or CSM# _ 139 Hwy 128 N T Av e.5-S 39 acres f{ 04 City State Zip Code Phone Number City Village iV' Town Nearest Roa (� Wilson I WI 1 540271 Springfield I 5Th Stfbdt New Construction Use: VI Residential / Number of bedrooms Code derived design flow rate GPD Replacement J Public or commercial - Describe: Parent material loess over I na General comments and recommendation : No soils were found throughout 39 acre parcel that meet A +4" code requirement to allow the installation of a code compliant septic systeirT. a Boring # Boring ' 2 N' Pit Ground Surface elev. na ft. Depth to limiting factor <14" m• Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence dary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 1 0 -12 10yr3/2 none sil 2fsbk mvfr as 2f,lm 0.6 0.8 2 12 -28 1Oyr5/4 m1d 7.5yr5l7 sil 1msbk mfr cw 1fm 0.4 0.6 3 28-49 7.5yr4/4 m2f d'1g sl Om mfi - - 0.0 0.2 Redox. concentrations may be present within topsoil horizon but are masked by organics. Boring # Boring Pit Ground Surface elev. na ft. <6 in. Soil Application Rate Depth to limiting factor App Horizon Depth Dominant Color Redox Description Texture Structure Consistence (dary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 1 0-6 1Oyr3/2 none sil 2fsbk mvfr as 2f,lm 0.6 0.8 2 6 -12 1 Oyr3/2 m d 1 Oyr4/6 sil 2fsbk mvfr cw 2f,1 m 0.6 0.8 3 12 -20 1Oyr5/4 m2d 10yrr 2 sil Om mfi - 1f 0.0 0.2 R concent ions observed within topsoil horizon. * Effluent #t = BOD ? 30 < 220 mg /L and T >30 < 150 mg/L = BOD , S 30 mg/L and TSS < 30 mg/L CST Name (Please Print) nature: CST Number James K. Thompson 3602 Address A.C.E. Soil & Site Evaluations - t - Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 20 9/162004 715 - 248 -7767 Property Owner Phyllis Bakke, Et Al. Parcel ID # 034 - 1053 -40 -100 Page 2 of 5 3] Boring # I Boring Sol Pit Ground Surface elev. na ft. Depth to limiting factor 10" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPDLfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 1Oyr3/2 none sil 2fsbk mvfr as 2f,1m 0.6 0.8 2 8 -10 1Oyr4/4 none sl 2msbk mfr cw 1fm 0.6 1.0 3 10 -15 1 Oyr4 /4 f2f 7.5yr517 sl 2msbk mfr 9w - 0.6 1.0 4 15 -26 7.5yr4/6 m2f 7.5yr5/8 & sl 1 msbk mfi - - 0.4 0.7 Soils at this location do not meet A +4" code requirement to allow the installation of a code compliant septic system. A +0" determination by the Wisc. Dep't. of Commerce and individual site design may result in system being approved for this area. F 4] Boring # Boring 9# Pit Ground Surface elev. ft. Depth to limiting factor <10" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -10 1Oyr3/2 none sil 2fsbk mvfr as 2f,1m 0.6 0.8 2 10 -21 1 Oyr5 /4 m 1 d 7.5yr5f7 SO 1 msbk mfr cw 1 fm 0.4 0.6 3 21 -29 7.5yr4/4 m2f7.5yr5 /8& sl Om mfi - - 0.0 0.2 m2d 10yr6/2 Redox. concentrations may be present within topsoil horizon but are masked by organics. F 5-1 Boring # ! Boring J Pit Ground Surface elev. ft. Depth to limiting factor 0" in. 1 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 1 Oyr3/2 f1 d 1 Oyr4/6 sil 2fsbk mvfr as Alm 0.6 0.8 2 8 -18 1Oyr5/4 m1d7.5yr5l1 sil 1msbk mfr cw 1fm 0.4 0.6 Redox. concentrations observed within topsoil horizon. * Effluent #1 = BOD 5 > 30 < 220 mg /L and TSS >30 < 150 mg/L * Effluent #2 = BOD <30 mg /L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. "Property Owner Phyllis Bakke, Et AI. Parcel ID # 034 - 1053 -40 -100 Page 3 of 5 F6 ] Boring # ✓- Boring Pit Ground Surface elev. ft. Depth to limiting factor 0" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 10yr3/2 m 1 d 10yr6/2 sil 2fsbk mvfr as Alm 0.6 0.8 2 9 -15 10yr5/4 m 1 d 7.5yr5l7 sil 1 msbk mfr cw Urn 0.4 0.6 Redox. concentrations observed within topsoil horizon. 7] Boring # V1 Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10yr3/2 none sil 2fsbk mvfr as 2f,1 m 0.6 0.8 2 8 -15 10yr5/4 m1d 7.5yr517 sil 1msbk mfr cw 1fm 0.4 0.6 Redox. concentrations may be present within topsoil horizon but are masked by organics. 1-81 Boring # 1 Boring J Pit Ground Surface elev. ft. Depth to limiting factor <7" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -7 10yr3/2 m 1 d 10yr62 sil 2fsbk mvfr as 2f,1 m 0.6 0.8 2 7 -16 10yr5/4 m1d 7.5yr517 sil 1msbk mfr cw 1fm 0.4 0.6 Redox. concentrations observed within topsoil horizon. * Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD i_30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. 1 J ± l Property Owner Phyllis Bakke, Et Al. Parcel ID # 034 - 1053 -40 -100 Page 4 of 5 F-91 Boring # ✓ Boring Pit Ground Surface elev. ft. Depth to limiting factor <8" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10yr3/2 none sil 2fsbk mvfr as 2f,1m 0.6 0.8 2 8 -18 10yr5/4 m1d 7.5yr5f7 sil 1msbk mfr cw 1fm 0.4 0.6 Redox. concentrations may be present within topsoil horizon but are masked by organics. Q Boring # Boring Pit Ground Surface elev. na ft. Depth to limiting factor <8" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10yr3/2 none sil 2fsbk mvfr as 2f,1m 0.6 0.8 2 8 -15 10yr5/4 m1d 7.5yr5l7 sil 1msbk mfr cw 1fm 0.4 0.6 Redox. concentrations may be present within topsoil horizon but are masked by organics. F—I Boring # I Boring �) Pit Ground Surface elev, ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD ? 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. ♦ �, ■ eda /aax 6ocXlcde pit ema /&a moo» 6 kerrdd�� p %f r(o 6WIC: /oca-6� e-,e �, a ✓o /ua�o.� S,fes ale- ^7 v v v 3 V 7 L Y 1 b� 63 Q Must goo ■ 8� p�. sa {5 SAFETY AND BUILDINGS DIVISION commerce.wi.gov Integrated Services Bureau 13 East Spruce Street i scons i n INSPECTION REPORT Chippewa Falls . .54726 www. commerce.wi.gov /sb Department of Commerce (715) 726 -2544 Date of Inspection: July 1, 2005 Plumber Name and Address: ?�R, Project Name: Larson JUL Use: Residential Legal Description: SW, NE, 24, 29, 15W ST. CROP Site Number: 701123 zp XC�j n , Parcel ID No.: 034 - 1053 -f0= 00 Certified Soil Tester Name an N1N OFF/C'E Municipality: Town of Springfield Henry F. Grote, CST 222774 County: St. Croix E4366 353` Ave Menomonie WI 54751 Plan Transaction Number: 1151775 Sanitary Permit Number: Owner Name and Address: Romona Larson Wastewater Flow: 450 gpd 7619 15 Street Lane N Persons Present: H. Grote Oakdale MN 55128 An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and /or subsoil. In -situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. A typical soil profile at T -1 could be described as follows: 00 -06" 10YR 3/2 sil, 2mgr, mfr, aw. 06 -10" 10YR 3/2 sil, 2mpl, mfr, as. 10 -14" 10YR 4/4 sil, 2mpl, mfr, cw. 14 -18" 7.5YR 414 I, 1 mpl, mfr, w /f3f 7.5YR 516 and 5/3 rmfs. A second soil boring, up slope, of T -1 exhibited faint red ox features in the subsoil immediately below the A horizon and ftwthis site needs o revived es arvA +0 site. jo If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, 11W - lin"r loedin t'bta'`stiould` not 4xc eed 4.5 3pdJft and .tom: t>r ! 001 . , . #K' Meuld . -net Q she additional basal area will partially compensate for the gentle land slope an prevent wastewater leakage at the mound toe. Deep chisel plowing is recommended to reorient the platy structure and increase permeability. At least 30 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible. In addition, an up slope drainage ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. If there are any questions regarding this report, please contact me. roy G. J sky, W tewater ecialist cc: N County El Plumber Ljansky@ mmerc .state.wi E -mail ® CST ❑ Owner 715/726 -2544 Voice 7151726 -2549 Fax ❑ Other r t s consin LpDrint '� !` ' "S , IL VALUATION REPORT #2264 Department of Commer in a orda ce with Comm 85, Wis. Adm. code Page 1 of 3 Division of Safety and B L d ZOO Certified Soil Testing, LLC Atta h com I County c p ete site plan oe 1�m K1'11 in in size. Plan must St. Croix include, but not limited to: va ce poi (BM), direction and percent slope, scale or di en d distance to nearest road. Parcel I.D. 0 Pleall information. Revie ed e ` Date Personal informa tion you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Larson, Romona Govt. Lot SW1/4, NE1 /4, S24, T29N, R15W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# ` � n � — 7619 15th Street Lane N uaCl City State Zip Code Phone Number City []Village ® Town Nearest Road Oakdale MN 1 55128 1 651 - 739 - 6121 Springfield 325Th St. ^ I New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD X Replacement ❑ Public or commercial - Describe Parent material loess over till Flood plain elevation, if applicable NA ft. General comments ppma current site conditions suitable only and recommendations: fora tank under replacement system protocol �„ /� gytil+�+G07"► s,! ❑ Boring # Boring ' Pit Ground surface elev. 99.2 ft. Depth to limiting factor 0 in. ISoil Application Rate Horizon Depth D orn lnalnt �Egrl�l06n ` ToxWft� rti qf# onalstt i i aut nary Roots GPD /ft= in. Mnsll ,_..�` Ctn,c4[gr. •Efr#1 •Etf#2 �rh 1 0 -7 10YR 3/2 - sil 3 m gr mvfr cs if /m .6 .8 2 7 -14 10YR 4/3 fld 7.5YR 4/6 sil 1 m sbk mvfr gs 1m .4 .6 3 14 -21 10YR 4/3 c2p 7.5YR 4/6,5/3 sl 1 f -m sbk mvfr gs lm .4 .7 4 21 -28 10YR 5/4 m2p 7.5YR 4/6,5/8 sl 1 f -m sbk mvfr s 1m .4 .7 7.5YR 5/3 g 5 28 -45 7.5YR 4/6 m3p 7.5YR 4/6,5/8 51 0 m mfr - 1m .2 .6 7.5YR 5/3 lacks A +4; presumptive limit 0 "; near f cap below 23 "; s seep @ 41 "; 1 m roots to 39 ";H2 sometimes parts to 1 m pl 2 Boring # Boring ® Pit Ground surface elev. 101.4 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth DdrnfnantG Re gx;pescription, �'exture; ' S #ttf# re Gonsisten Boundary Roots GPO/ft' ih. Mkt X11 ;tau i Cons . f a[Ar . - .: q alt •Efr#1 •Erf#2 1 0 -4 10YR 3/2 - sil 2 m gr mvfr gs if /m .6 .8 2 4 -8 10YR 3/2 - sil 2 f sbk mvfr cs lm .6 .8 3 8 -18 10YR 4/3 f2d 7.5YR 4/6,5/3 sil 1 f -m sbk mvfr gs 1m .4 .6 4 18 -26 7.5YR 4/4 c2p 7.5YR 5/8,5/3 sl 1 c abk mvfr gs if .4 .7 5 26 -41 7.5YR 4/4 c2p 7.5YR 4/6,5/3 scl 0 m mfr - if 0 0 lacks A +4; presumptive limit 0 "; near f cap below 28 "; no s seep; 1 f roots to 33 ";few 2.5YR 2.5/3 Fe nodules (1 -2" d) @ 39- 41' ;1 - 2mm B @ 5 - 8" Effluent #1 = BOD 30 < 220 mg /L and TSS 90 < 150 m /L luent 2 = B < 30 mg /L and TSS < 30 mg /L CST Name (Please Print) Sign ur : CST Number Henry F. Grote r- 222774 Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 6/3/2005 715- 233 -0398 SBD -8330 (R.07 /00) Property owner Larson, Romona Parcel ID # 034-1053-40-100 Page 2 of Boring i,:j 3 ] Boring ❑ # F Z Pit Ground surface elev. 98.2 ft. Depth to limiting factor 0 in. Soil Application Rate � , Horizon Depth Dominitht'-Color Abed $tructUre itiji4 " Ist So " ar.y Roots GPD /ft - in. Mur(OlU (0 Gr. Sz. Sh. *Eff#1 'Eff#2 . 1 0-6 IOYR 3/2 A 2 m gr mvfr gs If/M .6 .8 2 6-11 IOYR 3/2 Sill 2 f sbk mvfr CS Im .6 .8 3 11-20 10YR 4/3 f2d 7.5YR 4/6,5/3 A I rn-c sbk mvfr 9S 1M .4 .6 4 20-26 7.5YR 4/4 cep 7.5YR 4/6,518 S1 1 c sbk mvfr gs 1M .4 .7 7.5YR 5/3 1 5 26- 7.5YR 4/4 c3p 7.5YR 4/6,5/8 7.5YR 5/3 S1 0 M Mfi 1M .2 6 lacks A+4; presumptive limit 0"; near f cap below 23"; no s seep, drier than B-1&2; 1 m roots to 33";H3 sometimes parts to 1 m pl; 2-6mm B below 9 11 Boring F�l Boring # Pit Ground surface elev. 97.2 ft. Depth to limiting factor 0 in. Soil Application Rate I I Horizon Depth Dominant Color Redox Description texiurii, S A r( O A r L Consistence B oundary Roots GPD /ft in. Munsell Qu. Sz. Color *Eff#1 •Eff#2 1 0-4 10YR 3/2 sil 2 rn gr mvfr gs If/M .6 .8 2 4-8 10YR 3/2 sil 2 f sbk mvfr CS IM .6 .8 3 8-11 IOYR 4/3 sil 2 f sbk mvfr CS 1m .6 4 11-13 10YR 4/3 f2d 7.5YR 4/6 A 1 rn sbk rnvfr gs 1M .4 .6 5 13-24 7.5YR 4/4 f2f 7.5YR 5/3 S1 1 m-c abk mvfr gs 1m .4 .7 6 24-30 7.5YR 4/4 f3d 7.5YR 5/3 S1 0 M mvfr gs 1M .2 .6 7 30-40 7.5YR 4/3 c3p 7.5YR 4/6,5/3 Scl 0 M mvfr - 0 0 57 Boring # Boring ' X Pit Ground surface elev. -104 ft. Depth to limiting factor 0 in. Soil Application Rate Boundary Roots GPD/ Consistence p OX li" ce ft" Horizon De Dominant Color Red Description Texfin*,,. . L:' "S �n in. Munsell Ou. Sz. Cont, Colcr •Eff#1 •Eff #2 1 0-4 10YR 3/2 sil 2 m gr mvfr gs If/M .6 .8 2 4-11 10YR 3/2 sil 1 f-rn sbk mvfr Cs Irn .4 .6 3 11-16 IOYR 4/3 1`11' 7.5YR 4/6 SO 1 m sbk mvfr gs IM .4 4 16-20 IOYR 4/3 c1d 7.5YR 4/6,5/3 sil I m sbk mvfr CS if .4 .6 5 20-29 10YR 4/2 m2p 7.5YR 5/8,5/3 sil I f-m sbk mfr CS if .4 .6 6 29-46 7.5YR 4/6 c3p 7.5YR 518,5/3 S1 0 M Mfi .2 .6 lacks A+4; presumptive limit 0"; no side seep Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:5 150 mg/L Effluent #2 = BOD 5 30 mg/L and TSS :S 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Certified Soil Testing, LLC it �`�~ � �, � A . L, t�.v S o h _ �� � � T ` ?� a � � w - I�� , j.,C� • Z -15 w CA - L 4 I od e �vo w _•<< 3 L; �S� �� zzz� �� L N w Q � ac_ \canoe- t O +� ` T S ;cl sr o+ q , ~rc t �•S uR °h 'oy ) l t,•zt � o`�� -i74• c rte( (Q u„ l ; . - � , 1 k to (L I-q U x r 00 - o0 MONSOON I 0:111111111 loolloolillill 1 1 owasommuUmmom MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: John & Leslie Harter Larson Owner's Name: same Owner's Address: 1415 Broadway # 16 Hammond WI 54015 Legal Description: SW1 /4 NE1 /4 ,S 24, T29N ,R 15W Township: Springfield County: St Croix Subdivision Name: Lot Number: Block Number: Parcel I.D. Number: 034 - 1053 -40 -100 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 Electrical specifications Page 10 J Designer: Darrell Hubbell License Number: 221073 Date: 11/11/08 Phone Number: 715- 307 -1630 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 4.0 (R. 04/03) Pagel of 10 Mound and Pressure Distribution Component Design Design works site Information Note: Sand fill (D) calculations assume a mercial Design (r Or C) R Residential or Com Table 83 -44-3 in -situ soil treatment for fecal 400.00 Estimated Wastewater Flow (gpd) coliform of <= 36 inches. 1.50 Peaking Factor (e.g. 1.5 = 150 %) 600.00 Design Flow (gpd) 5.00 Site Slope ( %) 99.50 Contour Line Elevation (ft) 30.00 Depth to Limiting Factor (in) 0.60 A In -situ Soil Application Rate (gpd /ft Distribution Cell Information 8 Cell Width (ft) 75.00 Dispersal Cell Length Along Rate (Tt) =2 ) � 1.00 Dispersal Cell Design Load Are the laterals the highest point 1 Influent Wastewater Quality 0 or 2) Y in the distribution Enter Y or N Pressure Disribution Information network? (c or e) a Center or End Manifold 4.00 Lateral Spacing (ft) If N above, enter the elevation (ft) of the highest point. 2 Number of Laterals 0.125 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimate mated Orifice Spacing (ft) _ 10.00 ft /orifice 2.00 Forcemain Diameter (in) 200.00 Forcemain Length (ft) Does the forcemain drain back? Enter Y or N 92.00 A Pump Tank Elevation (ft) 6.50 System Head (ft) x 1.3 32.62 Forcemain Drainback (gal) 7.67 46.75 5x Void Volume (gal) Vertical Lift (ft) Minimum Dose Volume (gal) 2.71 Friction Loss (ft) 79.37 16.88 Total Dynamic Head (ft) 24.72 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. o i ons choice in. dia. o ions choice 1.25 x x 0.75 1.50 x 1.00 2.00 1.25 x x 3.00 1.50 x 2.00 x 3.00 x Gallons /Inch Calculator (optional) Total Tank Capacity (gal) Treatment Tank information Total Working Liquid Depth (in) 1250.00 Septic Tank Capacity (gal) gal /in (enter result in cell B49) Wieser Concrete Manufacturer Dose Tank Information Effluent Fi lter In formation Filter Manufacturer Pol lok M os e Tank Capacity (ga l) PL 525 Filter Model Number ose Tank Volume (gal /in} ete Manufacturer Page 2 of 10 Project: John & Leslie Harter Larson tr 1- 1r w —3 7/8— — 1/4 HEAD CAPACITY CURVE 6 so - MODEL "98" 3 5/8 x. 6- 20- 0 4 3/16 2-- 0 1 1/2-11 1/2 NPT j.�j- CALLOPIS 10 20 30 40 50 60 70 80 LITERS T— o so 160 240 F-OW PER MiNUIE MODEL 98 60 CYCLE R ]A Feel Gallo-s Mete"_ Liters 5 72 V5 273 10 E7 3-1 231 IS 45 4.6 170 20 25 6.1 95 2 U =�z l n 009971 4 3/16 SK1102 CONSULT FAC'rORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and Variable level float switches are available for controlling single supplied with an alarm. and three phase systems. • Mechanical alternators, for duplex systems, are available Double piggyback variable level float switches are available with or without alarm switches. for variable level long cycle controls. SELECTION GUIDE 1. Integral float operated 2 pole mechanical switch, no external control required. Standard all modells - Weight 39 fbs. - ',z H.P. 2. Single piggyback variable level float switch or double piggyback variable level, 98 Series Control Selection float switch. Refer to FM0477. Model volts-ph Mode Amps Simplex Duplex 3, Mechanical alternator 10-0072 or 10-0075. M98 115 1 Auto 9.4 1 or1 &7 4. See FM0712, for correct model of Electrical Alternator. N98 115 I Non 9.4 2 or 2 & 6 3 or 4 & 5 5. Control switch 10-0225 used as a control activator, specify duplex (3) or (4) (398 230 1 Auto 4-7 1 or I & 7 float system. 6. Four (4) hole J-Pak, junction box, for watertight connection or wired-in E98 230 1 Non 4.7 2or2&6 3or4&5 simplex or duplex operation, 1 0.0002. 7. Two (2) hole J-Pak, for watertight connection or splice. CAUTION For information on additional Zoeller products refer to catalog on Piggyback Variable Level Switches, All instailation of controls, protection desires and wiring Should he done by a qualified FMO477 ElectriralAfteynator,FMO486;MecharficalAttemator, FM0495;Sump/Sewage Basins, FMO487; liconsed, leciiician, All elecuical and safsty code-should be followed including the most Single Phase Simplex Pump Control, FM1 596; Alarm Systems, FM0732, recent National Fiectric Code (NFC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. IA41L TO: P.O. BOX 16347 Lowsville, KY 40256-0347 Marfulachoers of SWOP TO 3649 Cone Run Road Lotus4e, KY 40211-1961 http:lAvww.zwiler.com (502) - 2731. 1 (800) 928-PUMP FAX (502) 774-3624 s End Connection Lateral Layout Diagram Laterals centered over the A & 9 dimension = Turn -up w1 ball valve or clesnoutplug P tl Ali laterals are identical If X—+I Holes drilled on the bottom of the lateral s equally spaced Force main connection via tee or cross to manifold at any point. Laterals & force main of PVC Sch 40 (per COMM Table 84.30 -5) Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 73.37 ft Orifices per Lateral 30 Lateral Spacing (S) 4.00 ft Orifice Density 10.00 ft /orifice Lateral Flow Rate 12.36 gpm Manifold Length 4.00 ft System Flow Rate 24.72 gpm Manifold Diameter 1.25 in Total Dynamic Head 16.88 ft Forcemain Velocity 2.52 ft/sec Dose Tank Information Locking cover with waming label and locking device and sealed watertight Electrical as per NEC 300 and —� Comm 16.28 WAC 4 in. min. Disconnect Tank component is properly vented E— Altemate outlet location Forcemain diameter Wieser Concrete Manufacturer 2 in. Cap acityl 750.00 Gallons Volume 20.28 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 21.07 427.27 C B 2.00 40.56 Pump off elevation (ft) C 3.91 79.37 92.83 D 10.00 202.80 D Total 1 36.981 750.00 Dose tank elevation (ft) 3" Bedding un er tank. F 92.00 Alarm Manuafacturer 1SJE Rhombus Alarm Model Number I Tank Alert 1 Pump Manufacturer Zoeller Pump Model Number 98 Pump Must Deliver 24.72 gpm at 16.88 ft TDH Project: John & Leslie Harter Larson Page 4 of 10