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030-2114-40-000
'Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit N 582079 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal infc~nalion you pcrnde may be used `cr seconcary purposes (°rivacy Law, s.15 04 (1)(rn)I 2672741 Permit Holder's Name City Village Township Parr_el Tax No David & Diane Nielsen TOWN OF SAINT JOSEPH 030-2114-40-000 CST BM E ev nsp BM Etev, IBM Description Section,?ownlRange,'Map No: 31.30.19.941 TANK INFORMATION ` ` ELEVATION DATA TYPE MANUFA R`C1• V '-"CAPACITY STATION BS HI FS ELEV. Septic J' 071 Benchmark 1 I LJ J J Deng U~ r Alt BM Cxbb r) CA Ok f Bldg. Sevier Wakiiing I' e 1-Th !T t Inlet 12 • Q q-5- 33 S Ht Outlet TANK SETBACK INFORMATION TANK TO wP,~ r "ELL BLDG Vent to Air Intake ROAD Dt Inlet Septic Gt Botton. 1f_ • q 7e- Dosing G q e rlMan. lot• vc Aeration Dist Pipe Z 10`/ , ~JM1 Holding - Rot System JOr •7~_ f at 1 ue '•y t ~Z[iV ! T, J d6 W()/ Final Grade I n %7 • PUMPlSIPHON INFORMATION U lJ _ Manufacturer Demand St Cover Q • / Q8 (ft,~~ GPM ./L.~. to Model Number U I ' i } - I I f Lr I DH Lift Friction Lo 5) System Head TDD Ft r ~~((JJ 14n~ 11 t. L1155- LeT h, - t Dia. -Z J/ uist. to well r Forcemain I T) SOIL ABSORPTION SYSTEM BEDITRENCH Width ng.h No. Of z--h- A fq PIT DIMENSIO No cd H ts/ Inside Die Liquid Depth DIMENSIONS Le 7 J Z SETBACK SYS I EM TO PiL BLDG WELL I AKEiSTREAM LEACHING Manufacturer INFORMATION I s: m j J1 CHAMBER OR rp .~y @ } UNIT Model Number. D RIBUTION SYSTEM J YV1 ea Marifoll ! DPipstnbuton r I tY x Hole Site ! x Hole Spac vent to A r Intake , Len th Gia Len th J ~ Dia Spacing r g g SOIL COVE~ 11 X Pressure Systems Only xx Mound Or At-Grade Systems Only ae.#- it Depth O.ei + n Dept-) over xx Depth c` Ix. Seedee!Sodded xx Mulched 6ed~7rench Ce r Bed.,Trench Edges I ^ t 1 Topsoil It yes No Yes No COMMENTS: (inciude ca g discrepencies, persons present, etc.) Inspection #1: 2Z 'LQI(~„ 1 • ection #2 //~~y~ ~ 1 Location: 336 WHITE FA LE TRL LoY ~ a(' C AMOS ` '`'4 1.) Alt BM Description = I r W 2.j Bldg sewer length = - amount of cover = 4 Z'' on U1l Plan revision Required? Yes IONO 'i N' I, I~ W~/11 Is Use other side for additional information. CY /,(JI VVV t`tJJJ«~~ Da.o nsepcx s Signature Cert. No. SBD-6710 ;R 3197; Safety and Buildings Division ~~6OC 201 W. Washington Ave., P.O. Box '162 Sarutan Perm); Number (to be lilies in by Cc-) 1 S P 5 Madison, VJI 53707-7162 Sanitan, Permit Application State Transaction Number 71ack8 in accordance with SPS iO '1 1 ~Vis Acm. Codc. submission of this `orm to the aapropriate ~rncmmental unit is required prior to obtaining a sanitarc aernit \ote Applicamor. forms for state-owned PC!vr-: S ar. submitted to Project Address (if different that. mailing address) the Department of Safet} and Professional Semcs. Personal infortnatwu you provide may be used for sccondarz LJr✓`~ purposes in accordance with the Nivacv Late, ; 15 r14i 1)im). Stats. 1. Application Information - Please Print All Information Property (]tvrte"'S Nam Parcel h ~ne. LSC~J o .a11`f `ICS -XC Propert}- Owners Mailm; Address - l p Property Location , I 331p VAMJE E716LG ! Go"-t. Lot Cit,, State Zip Cade Phone Number Section r C`, , A r l/ ~trclc on. i',11c J~V UV f T_36 N. R F c i II. Type of Building (check all that apply) Lo' < / 24 / Subdivision Name 39, or "_2 Famih' llwclAn_ - Nunfoer of 3edn oms l ❑ PubhzaiCommercial - Describe Usc ❑ On of CSM Number ❑ Villa-ac of C' State Owned- Describe Use ' X ! S + I t!1 V vN~ C.~E~-- own of _<~_L ac,-c5 rg III. Type of Permit: (Check only one box on line A. Complete line B if applicable► a vstem J Replacement System ❑ 'I reuunenU:-Ioldins Tani; Replacement Only ❑ Ct>lrer Modification to Existing System (explain'. B. I Permit Renewal E ermit Revision List 'revious Permit Number and Date Issued ❑ C7tanre of Plumber :1 Pc:rrttt'E r:msCer to New t Before Expiration Owner 7 (rJ1 - IV. Tvpe of POWTS System!ComPonent/Device: (Check all that apply) -1 Non ?ressurized in-Ground F'rrssurized 111-67nund . At-Grade C~+(Mound = 24 irsoil G Mound < 74 f suitabie soil _ Holdin^_ Tank ❑ Other Dispersal Component (explaut) _ ❑ Pretreatment Device (explain) V. Dispersaffreatment Area Information: - DesiRn Flog d,i Deign Soil Applrcau tatea;gpdsf) DkNrsal Area Rcqu d Is) Dispersal Area Prnp6sed (sfl System Eles ion VT. Tank Info Capacin- in Tot ° of Manufacturer Gallons Gallons Units J ~ NeN Tanks EVsme Ianl:s ~ I1'r/~~7~1Q'(~~/7/may//~/r~ •(/4f' ' - u ~ 1L s `aj ed Septic or Holding Tank Dosing Chamber I - I - - 1 &6c) 66X) Ir VII. Responsibility Statement- I. the undersigned. assume responsibility far installation of the PONSTS shown uu the attached plans. Plumbe-'s Name (Pnnti _ Plumber's Si; mre MP t~RS_N ber Business Phone Number r ~f 1=C~~` Lr' 2z3zY2 _7(5 7T- 3-66 PI bees Address (Street City State, Zip Codei x s assE~ w -o~ - VIII. Countv`Depar-Nent Ilse onh. Permit Pee )laze issued lssmng A_ent Siiiiratmr Ap vcd Q 1Jisappr~ d $ p0 ~ i r Given Reaso. ` Dial _ _ ~i• Z IX. C:onditioP60 "6 ,axons for Disapproval h n 1 1 OAS L+ ~ { ( Y0.` Vc `1~/+r 1. Septic tank, eftluenl f her and dispersal ce•I must b5g[)! C(!-maintained 0~8 V,~ ~tV IkA:\-V- as per management plan provided by plumber. 2. All setback requirements must be maintained Attach to complete plan. for the system and sub t to the Count. onk on paper not less than s t : z 11 iuches in sae SBD-fi~98 iR- 1I.'l l ~C~~ Y DIVIS ON OF INDUSTRY SERVIC`S i~ V 10541 N RANCH RD D T~ HAYWARD WI 54843-6462 S P MAY 31 2016 Contact Thrccyh Relay S. adsps.wi gov/programsiindustry-services ST. CROIX COUNTY wmvv- wisconsin. gov COMMUN[TY DEVELOPMENT Scott Walker. Governor Dave Ross, Secretary May 2h. 21116 CUST ID No. 223242 .4TTV. PoH T.S Inspector JEFFERY V FOX ZONING OFFICE JEFF FOX CONTR_4C'T1NG & SEPTIC INC ST CROiX COUNTY SP1A PO BOX _;h; 1 101 CAR-IICHALL RD DRESSER W1 54009 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/2612018 Identification Numbers Transaction ID No. 2712048 SITE: Site ID no. 821.1'1 David Nielsen Please reter to both identification numbers. 336 White Eagle 1'r above, in all correspondence with the agencv. Town of Saint Joseph St Croix COLntti' SLI'd, NW1,4, S31. T30N. R19W FUR: Description: Mound, 4 bedroom residence. Object T}pc: POWTS Component Manual Regulated Object 1D No.: 1588080 CCU r' Revisiun; Maintenance required: 600 GPD Flow rate: 34 in Soil minimum depth to limiting factor from original grade: A~. SystcmO: Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01'01. R. 10,12), Pressure Distribution Comp~~ T Q` Manual - Ver. 2 0, SBD-107106-P (N.01;'01. R. 1012). SSWi4IP Pub. 9.6: Effluent 1 ilter Scj Q ny~ C' l_ V C . The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative CadvVISiON and Wisconsin Statutes. The submittal has been CONDI t I(_)NALLY 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, , SCE CO No person may engage in or work at plumbin= in the state unless licensed to do so by the Department per s. 145.06 . stats. I he following conditions shall be met cluring construction or installation and prior to occupancy or use: • This approval is fora revision to pre% iously approved Transaction number 2672741. The approved changes are: the location of the mound has changed (see plans). Key Item(s) • 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 firllow the contingency plan as described in the approved plans. fn addition. the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Care must be taken to preserve the bench mark during construction or reestablished prior to plow in- Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per SPS 383.44(6)(a)2. • Limit activities in the area I hevond the down slope edge of the mound per Mound Component Manual. i JFFFFRY' V FO.~. Pa`e ? ;;'?y?t.' 6 • Surface «-ater drainaue shall bedive rt~ awav frnm the system area per Mound Component Manual, • Materials shall conform to the requirements of SPS 384. • Maintain well and waterline: set backs per SPS 383.43(8)(i). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. A copy of the approved plans, specifications and thi letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of consrnjction'installatioiv'operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions hould conditions arise making them necessar% for code compliance. As per state stats 101.12(?), 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 nrovide a copy of this letter and the POW I S management plan to the owner and any others who are responsible for the installation. operation or maintenance of the POWTS. Sincerely, Fee Required S 20.00 This Amount Will Be Invoiced. When You Receive That Invoice. Please Include a Copy With Your t a-ricia 1. Shandorf Paymcnt Submittal. PO% I S Plan Reviewer . Division of Industn Services WiSh1ART code: 7633 (71 5) 634-7810. Fax: (715) 634-5 1 50 , ht - F 8:00 a.m. - 4:45 p.m. pat.shandorf d1wisconsm.gov c I .1v, ill F'r.l,. r. W r;tcv,_ttcr ~hzcisilist. (71;j h[onda-, X-!'10 am t o 4, M rn' I ~I MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: David & Diane Neilsen Owner's Name: Owner's Address: 336 White Eagle Trail Hudson WI 54016 Legal Description SE1/4 NW114 S31 T30N-R1 9W Township: St. Joseph County: St. Croix Subdivision Name: White Eagle , hL~Y Lot Number: 24 Block Number: .,~ETY S Parcel I.D. Number. 030-2114-40-000 L Y VI VICF_S Plan Transaction No.: Page 1 Index and title Page 2 Data entry CE 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 Designer: Jeff Fox License Number: MPRS 223242 Date. 05/10/16 Phone Number: 715-491-3458 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01101. R. 11112), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 $13113-1 0706-P (N. 01/01. R. 10112) Version 7.0 (R. 11/12) Page 1 of 7 Mound and Pressure Distribution Component Design Design Worksneet Site Information (R car R Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for fecal coliform of - 36 inches. 1.50 Peaking Factor (e.g. 1.5 = 150%) 600.00 Design Flow (gpd) 4.00 Site Slope 100.00 Contour Line Elevation (ft) 34.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ft) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 8.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpolft2) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N it 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. 0.156 Orifice Diameter (in) 2.30 Estimated Orifice Spacing (ft) = 9.38 ft2/orifice 2.00 Forcemain Diameter (in) 140.00 Forcemain Length (ft) Does the forcemain drain back? Y 89.00 Pump Tank Elevation (ft) Enter Y or N q53 System Head (ft) x 1.3 22.84 Forcemain Drainback (gal) Vertical Lift (ft) 67.41 5x Void Volume (gal) Friction Loss (ft) 90.25 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 34.46 System Demand (gpm) 19.15 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia, options choice 0.75 1.25 x 1.00 1.50 x x 1.25 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1260.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (gal) lifetime Filter Manufacturer 22.24 Dose Tank Volume (gal/in) 8 Filter Model Number Weiser Manufacturer Project: David & Diane Neilsen Page 2 of 7 Mound Plan and Cross Section Views T 1/10B ! J Observation Pipe' K Q A W 1. B' . Tom: z L Mound Component Dimensions ft A 8.00 ft E 9.84 in H 1.00 ft K flft B 75.00 ft F 9.50 in I 7.20 ft L ft D 6.00 in G 0.50 ft J 4-80 it W 600.00 (ft2) Dispersal Cell Area 1139.91 (ft2) Basal Area Available 8.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.29 (ft) * H rrr;r„rrr 2 G j ~ .rrrrrorruir,rrr r.rurirrriii,.. . l F Dispersal Cell 101.00 (ft) Lateral - Invert 100.50 (ft) -10. Dispersal Cell Q = x Elevation L 1 4 l ' A e 100-00 (ft) Contour Elevation 4.0 % Site Slope Geotextile Fabric Cover Shading Key m- Dispersal Cell See lateral details on { Topsoil Cap o 1.5 ft Page 4 for number, size, Tj 77- -7 Subsoil Cap a o I and spacing of laterals. Laterals are equally © ASTM C33 Sand 0 - ? F spaced from the Typical Lateral I [r~ Tilled Layer distribution cell's © Aggregate a o centerline in the A distribution cell (Ax6). Project: David & Diane Neilsen Page 3 of 7 End Connection Lateral Layout Diagram Later>,Ir .antere over 4,e , c I✓ dimension • a Turn-up wt Gall valve or 0148noulpluy I P All laterals are iEentic &I H It x -41 Holes dnBed on the bosom of the lateral equ alrg spaced j Force main eonrp?Mon ul a tee or .cross to manaold at ani point. Lateral.- forcemain Sch 40 PVC 1)1,r S Table 313 30 r~ Number of Laterals 2 Orifice Diameter 0.156 in Lateral Diameter 17 in Orifice Spacing (X) 2.37 ft Lateral Length (P) 73.47 ft Orifices per Lateral 32 Lateral Spacing (S) 4.00 ft Orifice Density 9.38 ft `'/orifice Lateral Flow Rate 17.23 gpm Manifold Length 4.00 ft System Flow Rate 34.46 gpm Manifold Diameter 1.50 in Total Dynamic Head 19.15 ft Forcemain Velocity 3.52 ft/sec Dose Tank Information Locking cover with warning label end locking device and sealed watertight i Electrical as per NEC 300 and SPS 316.300 WAC 4 in. min. Disconnect Tank component is property vented F-- Alternate outlet location Forcernain ian rt? Weiser Manufacturer Ca acit 800.00 Gallons 7 Volume 22.24 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 19.01 422.86 B 2.00 44.48 C 0 Pump off elevation (ft) C 4.06 90.25 _t 89.91 D 10.90 242.42 D Total 35.97 800.00 Dose tank elevation (ft) 3" Bedding under tank. 89.00 Alarm Manuafacturer Rhombus Note SvAc-hes Alarm Model Number MJ Plugger ~T containing mercury may not be used in Pump Manufacturer Zoeller this system. Pump Model Number BN 152 Pump Must Deliver 34.46 gpm at 19.15 ft TDH Project: David & Diane Neilsen Page 4 of 7 Mound System Maintenance and Operation Specifications Service Provider's Name Jeff Fox Phone 715-755-2461 POWTS Regulator's Name St. Croix Cty Zoning 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 1260 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft2 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 eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once ever 3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect for ponding and seepage once every 3 years 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 Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two- Mound System Management Plan Pursuant to SIPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shag maintained in accordance with its' component manuals [SBD-10691-P (N.01l01, R. 11/12), SSWMP Publication 9.6 (01181), and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01/01, 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 shag be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shag be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shag 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. The outlet filter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the fitter when removed from its enclosure. If the fitter is equipped with an alarm, the filter shall he serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shag 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, if such products are used they shall be approved for septic tank use by the Department of Commerce. Puma 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 mounds perimeter, and the mound shag 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 tfue 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 mg/L BODr, 150 mg1L TSS, and 30 mg/L FOG for septic tank effluent or 30 mgrL BODg, 30 mg/L TSS, 10 mg1L FOG, and 104 cfu1100 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 shag 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. Cw-dinaencv Plan If the septic tank or any of its components become defective the tank or component shag 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) shalt be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails 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 dogged 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. TOTAL 0-fl'iAMIC HEAD/CAPACITY HEAD CAPACITY CURVE PER MINUTE EF=LUENT AND QFWATERING r MODEL 152/153 U -j I MODEL 152 i 153 50 _ Feet Meters Go!. ' Liters Col. Liters ,153 ' S 1.5 69 261, 77 291 12 1 40 52 ; - 10 3.1 61 231 - 70 - - 265 0 15 4.F, 53' 201 61 23 v 30 - 20 6.1 I 44 i 6:'Hl~ g 2 • 5 76 34 12I K, 9.1 23 I 87 33 1 125 35 GJ 22 85 4 1. _'C 12.2 11 42 10 Lock 11o've 139.C Ff. (i 1-6m) 44.0 Ft. (I3.4m)) _ 0145M 20 a 60 80 100 %q' LONS LITERS 0 ~qr 160 y 240 320 6 1/4 S _x,32 4 5/8 FLOW PER MINUTE i • Timed dosing panels available. 4 • Electrical alternators, for duplex systems, are available and supplied with * -~i'z an alarm. - -t • Variable level control switches are available for controlling single phase t systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. -T - I • Sealed Qwik-Box available for outdoor installations. See FM 1420, i I • Over 130°F. (54°C.) special quotation required. ~I I , t 1521153 Series i; :g 5?1159 MODELS Ca~fiol 1 Selection ; i I r ~Model'. VoR_e-Ph Mods ~ ~ I N152 115 1 Non - 8.5 1 BN152 115 1 loth 85 I tncltdad - 2 or 3 t E152 230 1 Non 4.3 1 2 or 3 BE152 230 1 Aub- - 4_3 _ kxbK id 2 or 3 _ N ?53 115 -1 Nan 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Included ~2 orr 3 SELECTION GUIDE E 153 230 1 Non 5.3 1 2 or 3 8E153 23G 1 _ -Auto 5.3 ktdtided 2 or 3 1. Single piggyback vanattle level float sutitctt or double piggyback variable lavel float - - switch. Refer to FMD477. a CAUTION 2. See FM0712 for correct model of Electrical Alternator E-Pak. All instaNdlon ot. controls, protecTton devices and wiring should be done by a qu"fteE 3. Variable Level control switch 10-0225 used as a control activator, du ex 3 licensed c4m iciar,. All electrical and safety codas should be follovred inNudinq the most specify DI ( J recant National &ctnr Coda (NEC) and the occapattonat 5afr and HeaJdi.4ci fushAj. at (4) float system. For unusual conditions a reserve safety factor is engineered into the design ut every Zoeller pump. Matt. T& P.O.130X 16347 LoWndlio, KY Cane Mentrhgtwera d . . SW TO : 3MO sass cane ram Road Lou6Ni 40211-1901 nt0✓nvwwsoeHe► can PlJMP !D. (5020 778-2731.1 (8M 92SPUMP MUrrP S ,/999 r-AX t5M 774-3624 ® Copyright 2001 Zoeller Co. All rights reserved. ~ ntt / r j 33\ / t4 /Al \ ''~,aef dJs J7 ~ 14 Wisconsin Cepartment of Safety and Fro`essional Se vices Division cf Industry Servicas 3 SOIL AL-t-10% I REP T Page ~Of_ - E C ~~ao_ ff¢yvith Comrn 85. VVs. Adm. Code V U-- 0 County ; - Attach complete site plan or, paper not less War 8 1!2 x 11 inches in size. Plan must - ^ include, but not limited to ver'ical p ~rFizzilpfi eference eoirt (BM). direction and Parcel I.D. percent slope, stele ordimensio rt o4;and'ocation and eistanceto nearest road. P1~~11K~T4Yifq'~t►ation. Revi d y ` Date / Peron IrIfAI Heaton ya.;Q i s6Q9V& MEN;es (Privacy Lavv, S. 15.C41.1.) (m)). 2-~ 1 Property Owner Property Location IIIFYY' Govt. Lot 14b 1!4 S T s N R ct EE((or) W Property Owner's Mailing Address Lot # t3'cck # Subd. Name or CSM# i City State Zip Code Pho'1e Number City Village Tc'wn Nearest Road / Q New Construction Usem Residential / Number of bedrooms _ Code derived design flow rate _ y GPD Replacement Public or commercial - Describe: Parent material Flood Plain elevation if applicable ft. General comments and recommendations' 171 Boring # Boring ' Pit Ground surface elev. z2?1. 4. ft. Depth to I'miting factor in. Soil A licatien Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary P.oo's GPDJt` in. Munsell Cu. Sz. Cent. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 a ' I Y_~ ) J ❑ Boring # F1 Boring Pit Ground surface elev, II ,pl it _r F._ . . Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDiff in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. *Ef/f#1 'Eff#2 % E * Efflt rt #1 = BCD, > 30 < 220 me/L and TSS >30 < 150 mglL * Effluert #2 = BCD < 30 m,c.'L and TSS < 30 mg,'L CST Name ease P nt Signature CST Number Address Date Evaluation Conducted Telephone Number SBU-3330(,R07,13) J Property Owner Parcel ID # f C x~ r 1 Page X of Ewing 3oring # 41 - pit Ground surace elev. Depth to limiting factor- in. Soil App ication Rate Horizer Cepth Cominant Color Redox Description Texture Structure Consistence Boundary Roots GPDift n. VLrsell Qa. Sz. Cont. Color Gr. Sz. Sh. 'Fff#1 `Eff#2 n p !J l?rring Boring # I P t Ground surface elev. ft. L'epth to miting'ic`,or Soil Appl cat -r. Rate Horizon Depth Dominant Color Redox Description Texture Structure Consis'ence P_eundary Roots G?D/ e n. Munse!I Qu. Sr. Cont_ CclCr ; r. Sz. Sh. 'Eff#1 TF#2 Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor in. Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Corsistence Boundary Roots GFD,'f` in. Munsell Qu. Sz. Ccnt. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 L ` =ft:uent 41 - BCD, > 50 221] mg1L and TSS >30 150 -ngr'_ ' -ffluert #2 = B0 D- < 3.2, mg,'L and SS < 30 mg/L JL'U.S t_OLPp V Parcel IDS Page = of Boring TM u 6erinc ` oit Gro Li -id surface elev. it/, ft. Depth tc limiting factor i n. Soil A piicatior Rate Horizon Depth Dcminart.;olor Redox Description Textu-e Sm::ture Consistence Bcandarv Roofs ~PDi t r.. Munsell Qu. Sz. Cont. Color Gr Sz Sh -E 1 'E`i 2 5 iii - 6 L ~ .Si,, ` - I, k zz, _7 I Boring # ElBoring pit Ground surface elev. Dept? to fimitina factor n Sc Zxplica:ion Rate ION, cn Deoth Domina-lt Color Redox Descriptior Texture StruJt.i e Consistence i Bc. ldarv Roos CAD-fr In. A4jrsi~l Qu Sz. Cort. Cola S Sz Sh 'E "Efzli 2 I i i I ` Eor;ng # - - - - D Pit i. ~c! nF HDhzor Depth Dominant Color Redox Descriptior Texture Structu,e Consistence Ecundarv Roots SPI'Mf in D,iu Isell Qc. Sz. Cont. --n~c Gr. Sz. Sh i Effluent = 6' C. 30 _ 22- my _ an-- TSS >30 < mgr E lint - EC i . 1~ an_ 155 mg.'L ivi /7J . /yell- 1S U 1 1•R. i / %tC~j' ~JS G~.`s ST. CROIX COUNTY SEPTIC TANK MAINTAMANCE AGREEMENT AND y~ OW NERSHIP CERTIFICATE FORM Oti vevBuycr L aile, l~~ff i 1116e Mailing Address ~G: hr +e tpt ~Vw; Property Address ~yck'k-e- (Verificdim required from Planning Dep.a tmmt for new• mvtrudim) / City/State 7 0_ - Parcel Identification Number 6 -3o ,?//17 116 6o LEGAL DESCRIPTION Property Location5E Sec T30 N-R_~ Town of ~sjep-~I\ i II Subdivisiou h i 1 Lot Certifictil Survey 1tap , Volume Page \Varranty Deerd'O _ Volume Page Spec house yes 1~no Lot lines identifiable yQ, no SYSTEM MAINTENANCE Improper use and malinteuarwQ of your septic system could r",ult its premature failure to handle waste:. Proper maintenance consists of pumping out the septic tauk- evcrv three years or sooner, if needed by a licensed pumper. "Tint you put into the system can affect the function of the septic tank as a treatment stag Li the v rite disposal syst,:m. The property owner afire s to submit to St Croix Zoning Department a certification form, si-med by the owner and by a masterplumbcr, journeyman plumber, restrictA plumber or a licensed pumper vent}-ing that (1) the on- site wastewater disposalsyst:.mis iaproper operating condition and,,or (2) after inspection nd pumping (if necessary the septic tank is less than 113 full of sludge. Uwe, the undersigned_huereadthe alwvcrcquirerr.etuts and ogee to maintain the private scvap-- disposal system with the standards set forth, h~rcin, as set by th Department of Commerce and u_4 the Department of Natural Resources, State of lViscousin.Ccrtifirationstating that your septic system has been maintained must be completnl and returned to he St. Croix County Zoning Office within 10 days of the three year expiration date. S:GNAt R-° O ' AP?L[CAN7 DA'I E Yof proposed bedrooms OWNER CERTIFICATION I (we) certify that all st,'Aemems on this farm ale tulle to the best Of my fourl 1a10«ledge 1 1"": (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. ,IGNATURE OF APPLICANT DALE '.-.`a. Any informzt:m that n misrepra=ted may remh m the saa4sy permit being revoked by the Zcnmg Department" lndude with this application a stamped warranty deed from the Register of Deeds office a copy of the cert:Fed stuvey map if refermce u made aithe warranty deed V:• i l •.A .i.Yf 1 i u:l I ,wP~o '1 23 i •r•» OU TLGT R A,, - r1 .<EwAt 24 25 F' 26 19F3.72fi S' r• 4 S, ♦CRE 5 mot;' P,'4 T A_ 41 "A r. 21 41 (i' h6 Al's A f b t\ 4: 19 :;pimr;,T fMECEr , , - Counn, V C~ MU Safety and Buildings Div' ion ~i 2C1 V11. Washington Ave., P.O. Box 7162 Santtan Permit Number i tc be filled is b% Ca. i S P 5 f `r FEB 2 ZO 1.6 Madison, VVI 6370 62 ST. CROIX COUNTY 5 ~ Z ~7 COMMUNITY IDEVELOPAI State Transaction Numher Sanitan, Permit Application 7 ~ Y Iii accordance with SPti S3._];21. W is. Adm. Codc. submission of this form to he appropriate govemni 1 unit is required prior v ah-2inin_ a sanitan permit Note Application fotuts fur stale-owned PCiVATS are submitt . E ro~ect Address (if dif =nt than mailing address) the r-lenartnien ct fete anc Professional Seni s Personal information you pr, vide may be used for secondar% u ,>es to a rdan c with the Pcvac, Law s 1 -U-k(1 itm, Suits t^ I ' l 1. kppllcation InfolAlation - Please Pri All Information Pmpcm_ Own:;-'s Naml h ~ - Yar el Q ~ U N~ r ~J C ~ C - 1 I L - 'l (j - > O Property 0%mers \4ai mg Address Propem [s cation 3!.30 • j 9. 9yl ~ 6 v Vr(17 i!~ ,~-C I Govt. Lot - City. State Lip Code Phone Number S1/l/ fn/ Section irele one) S~0 I It. Type Ruilding (check all that apply) Lot T R F nr Subdivision Name il or Parnils Dwcllinc - Numoer of Aedre>,)ms LD Pubii0Conunerciai Desmbe Use ❑ City of CSM Number C N,illa2e of State Owned - Describe Us.- k (P!5 Aj 9-j ow•o of ~_?f rt CG fit' 17-2-A4 - _ _ III. Type of Permit: {Check onlc one Luce on line A. Complete lie If applica ) - A. New System Replacement S}•stem ❑ Trea,menvIlol cp;ac_ cnt Chly Other Modification to Exisung System (explain) R. Permit Renewal I- Pe-tnit Rrvision - - - - ❑ Chan List Previous Permit Numbs- and Date Issued . ;YI er ermh 7:ansfer to New Befpre Expiration Owner P111%'v e of P0ti1•TS Sv-stem/Com onent!Deviee: (Chec II tat a k-) alr% 0 r ❑ Non-Pressurzed In-Ground LI Pressurized In-Guru ❑ A. q. xlm.nd > 24 in of suitable soil U Mound < 24 in of suitable soil L. Holding Tank Dther ').spe-sal Component iexpl, i L Pietreattnen_ Device (explainl V. Pis ersalrfre mentArea or•ma n: Design Flow (=pd D--sign Apphcatu alNmld Dispersal Area Require sf) Dispersal _Nrca Propos (s System Elevation VI. Tank Info C city in Total of anti zaurer lofts GAons Units \ew Tanl-, V EzfsC anks ~t~ ~1 L c iy, i c Septic or Holding Tank I LTA C /~~I L/l r J r I ~V Der U C~ Dosing Chamber AZ 1 71 1 VII. Responsibility Statement- 1. the undersiened, assume respoCnsibilin• for installation of the POMV rS showa-au-tlie attached plans. Plumbers Name ('Print;__ Piuniber?, Star wr RS Ntunber Business Phone Number i-IS 01 Plumber's Address (Street. City, State, Lip Code) ' L~ N Cuunty.De artment Use Only Approved _ Pcrmn FCC Date Issut -cm Sign re .uen RcacOn fnr enial x .1swcd S I - L-11~--j IV Condit})Mg AopgtlygrjReasons for Disapproval n 1. Sept+c tank, erfh;ent Me" and 3) 6,o^ ki~^+~u,tV~ tin ( G disper cell must all be ser_fc~s ? n,~ nta rev L I f - as per management plan pro sided by plumber. I @iCi JAS w t Q M • T', 2. AN seQxs k requirements trtust ¢e rnairdi irrd as per app r eh l co& / Crdi nanm. Attach to complete plans for the system and submit to the County onb on paper not less than 8 r? a I1 inches in size SL3~-G34R iR . i'1 Il DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD 0 HAYWARD WI 54843-6462 S I Contact Through Relay P S http /,dsps w govlprograms/industry-services www.wisconsin.gov - Scott Walker, Governor Dave Ross, Secretary I ebruarv 24. 2016 Ci:ST ID No. 22324? AITA PO11'TS J FFFRY V FOX ZONING OFFICE JEFF FOX CONTRACTING hr. SEPTIC [NC ST CROIX COUNTY SPIA PO BOX 565 110 1 CARMICHAEI. RD DRLSSER WI 54009 HUDSON Wl 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02i24i2018 Identification Numbers Transaction ID No. 2672741 SITE: Site ID No. 8214'1 David Nielsen Please refer to both ident:`icatlon numbers, , 36 White Eagle Tr above, in al I correspondence ith the a<,cncv. l'o%vn of Saint Joseph St Croix Countv SE 14, NW 14, S3 L' 13 0 N. R 19W FOR: Description: Nfound. 4 bedroom residence Object "Type' POWTS Component Manual Regulated Object 1D No. I X88080 Maintenance required: 600 GPD Llo« rate; 31 in Soil minimum depth to limiting factor from original grade- System(;-' 1vlottnd Component Manua' - Ver. 2.0, SBD -10691-P (N.01:'01, R. 10,12), Pressure Distribution Component Manual -OND" Ver 2.0, SBD-10;06-P (N.0IM1, R. 10,'12), SSIXNIP PuK 9.6; Effluent Filter AP. DEPT OF I he submittal described above has been revictiacd for conformance with applicable Wisconsin Administrative CodesflROFESS" 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 v~ith any component manual(s) referenced aboDwISION 0 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. 14s ~ . slats. 1 he following conditions shall be met during construction or installation and prior to occupancy or use. Key Item(s) • In the event this soil absorption system or any of its component parts malfunctions so as to create a h.. l' hazard, the property owner must ibllow the contingency plan as described in the approved plans. In a~di~uon. 11: _ owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Fhe bottom of the distribution cell shall be level per the Mound Component Manual. The "D" dimension shall be a minimum of 6 The maximum finished slope ofthe mound surface shall be equal to or less than 3:1 per the Mound Component Manual. • Care roust he taken to preserve the bench mark during construction or reestablished prior to plowinlo, Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per SPS 383.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. IcktFRYVFX Page ';''3''lilt • • Surface water drainage shall be diverted away from the sy-acin area per Mound Component Manual. • Materials shall conform to the requirements of SPS 384. • Maintain well and waterline set backs per SPS 383.43(8)(i). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. A copy of the approved plans, specifications and this letter shall be on-site during construction and open tc inspection by authorized representatives of the Department, which may include local inr.: cct rs III crm required by the state or the local municipality shall be obtained prior to commencetnellt construction,'instal lation %opcration. In granting this approval the Division of Industry Services reserves the right to require changes or additiocs should conditions arise making them necessary for code compliance. As per state stats 101.13(2), nothing, in this re% ievv 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 and the PO`N, S managem:rt pl;m to the o\~ nor and any others who are responsible for the installation, operation or maintenance of the PO\kA S. Sincerely, Fee Regt:ired S ?.~l) t)ti - This Amount Will Be Invoiced. When You Receive That Invoice, Please Include a Copy With Your Patricia 1_ Shandorf Payment Submittal. POWTS Plan Reviewer. Division of Industry Services 'ViSMART code: 7633 (i 15) 634-78 10, Fax: (715) 634-5150 . N1 - F 8.00 a.m. - 4:45 p.m. pat.shandorfii`w:sconsin._ov cc- Edwin A Taylor, Wastewater Specialist. ('15) 634-3484 .Monday - Friday 8:00 am fo 4:30 pm Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of industry Services (tonnerh Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SP S" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&M. codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Hui ]dint-, Code will be addressed by SPS Chapters 360-366. rrFFF:F~~ ~3_C • Surface water draina`e shall be diverted away from tl;e r • Materials shall conform to the requirements of SPS 381. • Maintain well and waterline set backs per SPS 383.4o, well setbacks and other regulations and exceptions. 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. All pernnits required by the state or the local municipality shall be obtained prior to commencement of construction' installation, operation. Jr. =rantingv this approval the Division of industry Services reserves the right to require changes or additions should conditions arise making them necessan for code compliance. As per state stats 101.12(2 nothing in this revie'A hall 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 add-ess on tail letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and an% others who are responsible for the installation. operation or maintenance of the POWT'S. Sincerelti . ~Fee Required $ 2d0.00 s Am ount 'Will Be Invoiced. 'When You Receive That Invoice. Please Include a Copy With Your 11atriciL L Shandorf POWTS Plan Reviewer, Division of lndustn Services Papment Submittal. ( 1 f) 634-78 10, Fax: 6334-5150 ~'iSMART code: 7633 (715) , M - F 8:00 a.m. - x-45 p.m. pat.shandorf cr wisconsin-` ov cc L.dxvin A Taylor. Wapt eater Specia'.ist, ( 15, 6:4-3.18a . Monday - Friday 8:00 am To 4:;0 om Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of lndustry Ri- ices (iornnerk Safety & Buildings) will he modified. Code references with prefixes start it.- with "Comm" have been replaced with "SPS° to recognize the relocation of the Division of lndustrv Services from the former Department of Commerce to the Department ofSafen• & Prof.ssional Services. Additionalh. all IS (formcrh S&-B) codes have been renumbered and addressed in a "300 series. Tor futu-;: reference, tli~: Wisconsin Commercial B:iildin~: code wilt be addressed by SPS Chapters 360-366. - MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Resident,al .Ap ilicatioi 1 INDEX AND TITLE PAGE Project Name: David Nielsen Owner's Name: Owner's Address: 336 White Eagle Trail Hudson WI 54016 Legal Description: SE1/4 NW1/4 S31 T30N/R19W Township: St. Joseph County: St. Croix Subdivision Name: White Eagle Lot Number: 24 Block Number: Parcel I.D. Number: 030-211440-000 Plan Transaction No.: JVED Page 1 Index and title AFETY AI Page 2 Data entry AL SERV'ii: Page 3 Mound drawings JSTRYR,, Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Designer: Jeff Fox License Number: MPRS 223242 Date: 02/12116 Phone Number: 715-491-3458 ~ 1. Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01101, R. 11/12), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01181) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01, R. 10/12) Version 7.0 (R. 11/12) Page 1 of 7 Mound and Pressure Distribution Component Design Design Worksheet Site Information R or C} R Residential or Commercial Design Note: Sand fiY (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for fecal coliform of - 36 Inches. 1.50 Peaking Factor (e,g. 1.5 = 150°x6) 600.00 Design Flow (gpd) 3.00 Site Slope 936.50 Contour Line Elevation (ft) 31.00 Depth to Limiting Factor (in) 0.50 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 65.00 Dispersal Cell Length Along Contour (ft) = 9.24 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (Cr cr E; e: Center or End Manifold 3.08 Lateral Spacing (ft) If N above, enter the elevation (ft) 3 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) 2.50 Estimated Orifice Spacing (ft) = 7.70 ft2/orifice 2.00 Forcemain Diameter (in) 170.00 Forcemain Length (ft) Does the forcemain drain back? Y 926.50 Pump Tank Elevation (ft) Enter v or N E4.55 System Head (ft) x 1.3 27.73 Forcemain Drainback (gal) 10.09 Vertical Lift (ft) 87.39 5x Void Volume (gal) ) 6.14 Friction Loss (ft) 115 12 Minimum Dose Volume (gai) 0.00 In-line Filter Loss (ft) 42,00 System Demand (gpm) 20.78 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 1.50 x x 1.25 2.00 x 1.50 x 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) 1 Total Working Liquid Depth (in) Wieser Manufacturer L~ gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (gal) lifetime Filter Manufacturer 22.24 Dose Tank Volume (galfin) 1 8 Filter Model Number Weiser Manufacturer Project: David Nielsen Page 2 of 7 Mound Plan and Cross Section Views 1/10 B . J . Observation Pipe a D A B I Mound Component Dimensions Dov,,n slope toe extension :race. ft A 9.24 ft E 9.33 in H Aft ft K Eaft B 65.00 ft F 9.50 in I ft L ft D 6.00 in G 0.50 ft J W 600.60 (ft2) Dispersal Cell Area 1200.00 (ft2) Basal Area Available 9.23 (gpd/ft) Linear Loading Rate 6.50 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 938.79 (ft) - F D Lateral ispersal Cell -a3#ft} 937.00 (ft) \ Invert Dispersal Cell Elevation D s a 936.50 (ft) Contour Elevation 3.0 % Site Slope Geotextile Fabric Cover Shading Key 7 Dispersal Cell See lateral details on C Topsoil Cap a 1.5 ft Page 4 for number. size, .2 c Q and spacing of laterals. Subsoil Cap 6 w Q ~ I Laterals are equally N4 ASTM C33 Sand F spaced from the Tilled Layer o 0.5 ft Typical Lateral distribution cell's 0 ~ ~ ❑ © Aggregate centerline in the A distribution cell (AxB). Project: David Nielsen Page 3 of 7