Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
024-1022-60-200
county: St. Croix epartment of Commerce PRIVATE SEWAGE SYSTEM Sanitary Permit No: 5921 65 Building Division INSPECTION REPORT (ATTACH TO PERMIT) State Plan ID No: 2775237 cRAL INFORMATION anal information you provide, Privacy Law, s.15.04 (1)(m)] Parcel Tax No: ou rovide may be used for secondary purposes Village Township 024-1022-60-200 nit Holders Name: City TOWN OF PLEASANT V Section/Town/Range/Map No: /aughn & Sandra Slick ALLEY J G5T 17.28.17.125A-02 CST BM Elev: Insp. BM Elev: BM Description: 0 ELEVATION DATA HI FS ELEV. CAPACITY STATION BS TANK INFORMATION TYPE MANUFACTURER ~ ~ "r / Benchmark Septic Altt.. ~ 10(-1.03 Dosing 1 ~ Bldg. Sewer o~ ` Pd St/Ht Inlet 5. 1 9 Holding St/Ht Outlet TANK SETBACK INFORMATION Vent t Air Intake ROAD Dt Inlet / TANKTO P/L WELL BLDG. Dt Bottom Septic :~,56 IF A j 014- 1 - bll~ . q j 2 3 Header/Man. w✓ / Dosing T ~ ~ Dist. Pipe 1. 103. T 3 Aeration ~1 ~ t r Bot. System Q 3, c f / Holding Final Grade G. G L1. PUMP/SIPHON INFORMATION r Demand St over b 5 16 Manufacturer ~d/Qps GPM Model Number / TDH Ft TDH Lift Friction Loss System Head 9 0.6 3. zS Forcemain Length Dia. , $1 Dist. to Well 1 i s Inside is Liquid D SOIL ABSORPTION SYSTEM Of Trenc es PIT Dm►I€t+tsloN. ~ BED/ Length No. epth _ION _ DIMENSIONS Width r' 1 Manufacturer:/- ,Q LAKE/STREAM LEACHING , I1 LX FJ ,J WELL CHAMBER OR SETBACK SYSTEM TO p/L BLDG INFORMATION UNIT Model Number: _ Ty Of Syste 'ill /,Vj O fL x Hole Spacing Vent o Air Intake DISTRIBUTION SYSTEM 7 xHole Size f ~,,..yJ) ( ~ 7{ f Header/Manifold Distribution pipe(s) r r ~r~ G _ Lengthy Dia Spacing xx Length Dia xx Mound Or At-Grade Systems Only ,a Mulched SOIL COVER x Pressure Systems Only roc Depth of xx Seeded/Sodded Yes ~ No Depth Over Topsoil I Yes ❑ No Depth Over Bed/Trench Edges Bed/Trench Center 7 COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: !5 7 Inspection#2: X1`1 UuP Location: 340 170TH ST 1.) Alt BM Description = a 2.) Bldg sewer length= It -amount of cover L6 ~Plan revision Required? ❑ Yes No I `tZ'1 r ! I Cert. No. L d I Use other side for additional information. Date nsepctor's St a ure ~ v SBD-6710 (R.3/97) Q County vex;. ■ Safety and Buildings Division ate; D 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) P 1 ~UN 2 Madison, WI 53707-7162 5 ~ p+rn~ ST. CROD( COUNTY ` QEVFL - Sanitary Permit A~""" tats Transaction Number % In accordance with SPS 383.21(2), Wis. Adm. 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 submitted to Project Address (if different than mailing address) the Department of Safety and Professional Servies. Personal information you pro ids may be used for secondary purposes in accordance with the Privac ° Law, s. 15.04(1)(m), Stats. I. 7 ~ ~/j~ ~ 1. Application Information - Please Print All Information L Property Owner' Name 1 Parcel # h ZZ X00 J Property Ow is ailing Address y~ Property Location S_() G Govt. Lot City, State Zip Code Phone umbers y,, Section circle one) /6 All n%' T . ul N; R ! J- E or W IL Type of Building (check all that apply) Lot # /J 'Pq or 2 Family Dwelling - Number of Bedrooms k ix ( (fT- Subdivision Name Q J~ ~ Block # ❑ Public/Commercial - Describe Use ❑ City of G CSM Number ❑ Village of ❑ State Owned - Describe Use ;3.,Z.6 ~ [~Ci'own of O b~ ca, ;3.,Z.6 Ill. Type of Permit: (Check only one box on line A. Complete line B if applicable) A-0i 'Ne ❑ Treatment/Holding Tank Replacement Only Other M ificati to A~11 t ing S e exp am) A. N--New System ❑ Replacement System G k List Previous ern rt Number and Date Issued B. El Permit Renewal Permit Revision ❑ L ange of Plumber [I Permit Transfer to New } p~ Before Expiration Owner IV. T e of POWTS System /Com onent/Device: Check all that apply) ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil Mound < 24 in. o suitable soil l/' ^ - ❑ Holding Tank ❑ Other Dispersal Component (explain) C P/' 11Ee t ~ ❑ Pretreatment Device (explain) R V. Dis ersal/Treat entArea Information:` 4 Design Flow (gpd) Design Soil Application Rate( dsf) Dispersal Area Required (so Dispersal Area Pr pos ( System Elevation~afAvr / Olt L, V 50, C 4 V1. Tank Info Capacity in Total # of Manufacturer v Gallons Gallons Units ? U New Tanks Existing Tanks ~ ~ ✓ ~S 0.U ~ N w U G Septic or Holding Tank 24✓ Dosing Chamber VII. Responsibility Statement- 1, the undersigns sume responsibility for installation of the POWTS shown on the at ched plans. Plumber' • Name (Print) Pl l's Signature r Business Phone Number plumber's Address (Street, City, State Zip C de) VIII. unt /De artment Use Only Permit Fee Dat Issued Issuing nt Signature pproved pprove $ en Reason for nial 9b - 60 4 V3 /7 IX. Condi~{tYr,s7t 61F&Reasons for Disapproval ~ i'~ S' d ✓ 1. 'S fi(- ark, Vflt 'i:lilte-<ni MM Gisper. o cell must all be fc;4s : +ntb." ~ ; If, gls.perivtaragement plan pto mcied by plumbe,'. (/V 2. 'All' '*uiw-wnxs must bey maimz it,E4 as per nppkrA a codtf / CrtiinaXW. Attach to complete plans for the system and submit to the County only on paper not less than 8 I/2 X I I inches in size SBD-6398 (R. 11/11) e-r of tit fi AVE &)*r Wy pudic cke! s ° pal ~..etrx S/G~rtw# A .3ly ~4f7,T. f12~- Idz7_fo11 ZQ[► ~ 0 a ~ qtr-.Ra~i~t~ a 174 AM -To 5cPw-TA4K 70 EX-AlAr-M-4~ ~ ~ ` ~ 313 cc) "'K 14,n -SSA _ti ` ~1 f F DIVISION OF INDUSTRY SERVICES _ 2331 SAN LUIS PL STE 150 R n v~ ■ ECEIVED GREEN BAY WI 54304-5211 I Contact Through Relay ` JUN ! 2017 http://dsps.wi.gov/programs/industry-services www.wisconsin.gov t A ; ST. CROIX COUNTY y Scott Walker, Governor ,pMMl1N11Y DEVELOPMENT Laura Guti6rrez, Secretary June 07, 2017 APPROVE CUSTIDNo. 224832 ATTN: PO WTS Inspector MARY JO HUPPERT ZONING OFFICE HOLLISTERS SOIL TESTING & DESIGN ST CROIX COUNTY SPIA 28497 KING ARTHURS 1101 CARMICHAEL RD DANBURY WI 54830 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/07/2019 Identification Numbers Transaction ID No. 2951753 SITE: Site ID No. 828976 Vaughn & Sandra Slick Please refer to both identification numbers, 170TH St above, in all correspondence with the agency. Town of Pleasant Valley St Croix County NE1/4, SE1/4, S17, T28N, R17W FOR: Description: GeoMat Mound System (2 Bedrooms - New Construction) (revised) Object Type: POWTS Component Manual Regulated Object ID No.: 1624555 Revision; Maintenance required; 300 GPD Flow rate; 19 in Soil minimum depth to limiting factor from original grade; System(s): Synergy Systems LLC, GeoMat Mound Component Manual - Edition 1, 2017, Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. 'The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to homeowner occupancy. • Wastewater generated from contractors cleaning of equipment and tools and/or left over construction products shall not be discharged into the drains discharging to the private onsite wastewater treatment system (POWTS). Waste generated shall be properly disposed of on-site or off site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from mound area. • Divert surface water from POWTS Area. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, MARY JO HUPPERT Page 2 6/7/2017 the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare do not proceed until it dries. • All piping shall conform to SPS Table 4.30-3,4nd SPS Table 384.305 • Insulate building sewer beyond 30 feet per 382:30 (kl)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacture's recommendations. • SPS 383.54(1)(e) The management plan for a POWTS shall specifically address the servicing mechanics of an aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist: 1. The bottom of the tank is located more than 15 feet below the elevation where the servicing pad is located. 2. The bottom of the tank is located more than 150 feet horizontally from where the servicing pad is located. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan. Any chances may result in Pump resizing to meet TDH and GPM Specifications. • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. 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 permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. 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 POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 85.00 This Amount Will Be Invoiced. When You Receive That Invoice, Please Include a Copy With Your Tim Vander Leest Payment Submittal. Private Sewage Plan Reviewer, Division of Industry Services Wyment S code: 1. 7633 (920)492-2214, Monday - Friday 6 am To 3:30 pm tim.vanderleest@wisconsin.gov MARY JO HUPPERT Page 2 6/7/2017 the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • All piping shall conform to SPS Table 4.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per 382.30 (P1)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacture's recommendations. • SPS 383.54(1)(e) The management plan for a POWTS shall specifically address the servicing mechanics of an aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist: 1. The bottom of the tank is located more than 15 feet below the elevation where the servicing pad is located. 1 The bottom of the tank is located more than 150 feet horizontally from where the servicing pad is located. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan. Anv changes may result in pump resizina to meet TDH and GPM Specifications. • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off at around level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. 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 permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. 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 POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required S 85.00 This Amount Will Be Invoiced. When You Receive That Invoice, Tim Vander Leest Please Include a Copy With Your Payment Submittal. Private Sewage Plan Reviewer ,Division of Industry Services WiSMART code: 7633 (920)492-2214, Monday - Friday 6 am To 3:30 pm tim. vanderleest@wisconsin.gov GeoMat MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE ~I~~•~I°I~I~~1 ~/~I~• I I ~1 ~I~I ~~I~I ~~1 Owner Info Project Name: VAUGHk. & SANDRA J. SLICK Owner's Name: (same) Owner's Address: 346 170th Street f Hammond, WI 54015 Property Info Property Address: 170th Street _ L Legal Description: NE SE S 17 T 28 N R 17 W Township Pleasant Valley County: St. Croix Subdivision Name: NA Lot Number: NA Block Number: NA CSM#: na Parcel I.D. Number: 024 - 1022 - 60 - 200 Plan Transaction No.: Index Pages Page 1 Index and title Page 9 Tank cross sections Page 2 Data entry Page 10 Plot plan Page 3 GeoMat mound drawings Page 4 Lateral and dose tank Page 5 Distribution media Page 6 System maintenance specifications Page 7 Management and contingency plan Page 8 Pump curve and specifications Mary Jo Huppert License Number: 1859-007 Date: 05/21/17 Phone Number: Signature: ea~'ttttttau~,ro per Stamp: j' State of Wisconsin Arprnyal Stamp. # ~f q~~7A i a Designed Pursuant to the Ynergy SyVems L.L.C., GeoMat Mound Component Manual (Edition 1, 2017), (N. 4/17), SISOVMP.Pglication Q,6 Design of Pressure Diq-trih{/tion Niety/nrkc fnr ST_CAS (M1 /R1) and } ,p ,q 04S Distribution Component Manual Var. 2.0 Se„'- D-10706_P (Ni 01'01, R. 10112) Fo J GeoMat Mound Edition 1, 2017 i ; Page 1 of 1n ~yl y Mound and Pressure Distribution Component Design Site Information R Residential or Commercial Design N ISD Required? 2_0.0.00! Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 300.00 Design Flow (gpd) 6.00 Site Slope 101.58 Installation Contour Line Elevation (ft) 19.00 Depth to Limiting Factor (in) Reason For ISD 0.40 In-situ Soil Application Rate (gpd/ft2) 100.00 Contour Length Available (ft) Distribution Cep Information Cell Width (ft) 50 00 Designer Input Cell Length (ft) 2.00 Dispersal Cell Design Loading Rate (gpd/ft2) 46.15 Dispersal Cell Length Required (ft) 2 Influent Wastewater Quality (1 or 2) Pressure Distribution Information E Center or End Manifold Are the laterals the highest point 1 Number of Laterals in the distribution Y 0.00 Lateral Spacing (ft) network? 2.94 Forcemain Drainback (gal) If N above, enter the elevation (ft) 0.00 Forcemain Filter Loss (ft) of the highest point. orcemain Diameter (in) 18.00 cemain Length (ft) Does the (orcemain drain back?~ Y~ 95.00 Inside Pump Tank Elevation (ft) 0.250 Orifice Diameter (in) (e.g. 0.25) f n ri° -i Orifice Spacing (ft) = 6.50 ft2/orifice 3.25 System Head (ft) x 1.3 ertical Lift (ft) 0.3 riction Loss (ft) 10.66 Total Dynamic Head (ft) 39.15 5x Void Volume (gal) J > 42.08 Minimum Dose Volume (gal) 29.13 System Demand (gpm) Diameter Selection Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 1.50 1.25 2.00 1.50 3.00 2.00 x x 3.00 x i Manufacturer Information Treatment Tank Information Effluent Filter Information 1000.00 Septic Tank Capacity (gal) Polylok inc./Zabel filter Manufacturer Wieser Concrete Products, Inc. Manufacturer - Filter Model Number A Dose Tank Information Gallons/inch Calculator ioption)) 600.00 Dose Tank Capacity (gal) Total Tank Capacity (gal) 17.67 Dose Tank Volume ( al/in) Total Working Liquid Depth (in) Wieser Concrete Products, Inc_ Manufacturer gal/in (enter result in cell DoseTankVolume) Project: VAUG4. & SANDRA J. SLICK Page 2 of 10 Mound Plan View l1~/1~0~ ~B~ J Observation Pipe ` . K s A W a - B I L Mound Component Dimensions [TliiCle A 3.25 ft E 7 H 1.00 ft K 8.29 ft B 50. F 15.00 :in 1 11.75 ft L 66.59 ft D 5.00 rn G J 5.51 ft W 20.51 ft 162.50 (ft2) Dispersal Cell Area 750.00 (ft2) Basal Area Available 6~ 6.00 (gpd/ft) Linear Loading Rate 5.00 (ft) 1/10 B Obs. Pipe Placement and Cross Section View ~j GeoMat Dispersal Area Observation Pipe 12" ASTM C 33 sand as GeoMat r%equired for Geo Mat Distribution Cell component GeoMat + 12" ASTM C-33 sand H G 104.25 Finish Grade Cover Material 103.08 Lateral Invert Elevation F 102.00 Dispersal Cell Slope 6.0 Elevation Contour Elevation 101.58 Tilled Area \b In situ soil Forcemain In situ soil Shading Key I Q Topsoil Cap 2 Q Subsoil Cap 3 0 ASTM C 33 sand.Lt -t Q ASTM C 33 sand (D) 5 Q Tilled Layer 6 Q Geo Mat See details on page 4 for number, size, and spacing of laterals. Project: \/Ai~Gl• k,. & -SANDRA T Sl~.l•';I~ P~ ~ F 31 ~F End Connection Lateral Layout Diagram • 36rt tip wJba+t va►va or cteanout plug Ali orifices paint down x 1st orifice located at 2 Z 1) P fur laterals & force main of PVC Sch 40 per Si Table 384.1 Number of Laterals 1 Orifice Diameter 0.25 in Lateral Diameter 2.00 in Orifice Spacing (X) 2.00 ft Lateral Length (P) 49.00 ft Orifices per Lateral 25 Lateral End (Z) 1.00 ft Orifice Density 6.50 ftZ/orifice Lateral Spacing (S) 0.00 ft Manifold Length 0.00 ft Lateral Flow Rate 29.13 gpm Manifold Diameter 2.00 in System Flow Rate 29.13 gpm Forcemain Velocity 2.97 ft/sec Dose Tank Information I f, nqr : o. ~r eitSt tarnin_ Gd,,•1. I,,.6 :md,...r .md akrr ifc.IV Kcal I lrrtrical M~ 1" Vrutcd l1».r ' \I U itXt ,pal SPV t lb_'S 11 11 . Ui,n!uuect,~ " C(oan uin 1"J" t tPtiunal ball ,alrc N irr , I rum I WI iC -uwc Iu annrol .road ni Nth mt I+ciordo'cd 'tl'I--1 °uud Forcemain diameter 1" Into1 l'~i I ,IIa 2 In. tio,~,top ~ ~ It'V~tAt to+i Pi; cr~ and Voter tight vt<6rt iiJ e nwJ ~ \t.p h.d. hurncu Sim /Tech Filter t1 I STF 100 1/16 lli li \\at.r:d;uny + Pump un 11.,01 ~ !'umh t tl I t fusi• I' Pump off elevation (111) I'um 96 Dose tank elevation (it) llr kliiw tindk-l iank' 95.00 Dimension Inches Gallons Wieser Concrete Products, Inc. A 17.57 310.54 Capacity 600.00 B 2.00 35.34 Volume 17.67 gal/inch C 2.38 42.08 D 12.00 00 212.04 Total 33.96 600.00 17 Filter Manufacturer Sim If Tech Filter Filter Model Number STF 100 1116 Alarm Manufacturer SJE Rhombus Alarm Model Number AB Tank Alert Pump Manufacturer Gould Pump Model Number PE 41 Pump Must Deliver 29.13 gpm at 10.66 ft TDH r; `stn t`..:hes containing mct t i Fly +t3i be i r~k td 'T: ' , c. f Prnect: VAS IGH(-. A SANDRA J. SLICK Page 4 of 10 GeoMat Distribution Cell Media Layout 3.25 Cell Width (ft) 1.63 Sidewall to Lateral (ft) Distribution Cell Cross-section Arrangements Component Legend Distribution Pipe With Pressure Lateral L~J Orifice Shield . Tumup Enclosure - - - - - Pressure Lateral GeoM12t is covered with aYP3r::o.... ved y-xtile fabric as per the their product approval- Distribution eve Cell Plan View Layout - Typical 325 Cell Width - A (ft) 5Ll_f~t? Cell Length - S (ft) End Conn c rion Latt, a! L a Jrrt',1r,)W b'~44' r+T7 L (t~'~'~', Tt7~~ 1'y'T4a _.r.►>+,_ ~'i~r "TTT- '7 `~'}a'Y t~l r ` Typical Disperse Cell Sand Cover re --nded nistri~ut3cr+ Lateral o Orifice Shield Pipe Dia. Approved Infiltrative Fabric i ~rfill GeoMat component A .7M 33 Ssma t F 7dtti met AMA C-33 [:ant Infiltrative Surface/Plow Layer Li61U0_P, ~iX Observation Pipes Shading Key 1 © Topsoil Cap Toilet Flange \y a 2 © Subsoil Cap Reber 3 ASTM C 33 sand (F) 4 Q ASTM C 33 sand (D) ~ S Q Tilled Layer 1"Min V Mi 1 n ! f 6 Q Geo Mat See details on page 4 for number, size, and spacing of laterals. rued. dAvuii. & SANDRA .SLICK Page 5 of 10 Mound System Maintenance and Operation Specifications Service Provider's Name Darrell's Septic Service Phone' 715-425-1025 POWTS Regulator's Name St Croix County SPIA - Zoning Office Phone 715 386-4680 System Flow and Load Parameters Design Flow - Peak 300 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 200 gpd Maximum BOD5 30 mg/L Septic Tank Capacity 1000 gal Maximum TSS 30 mg/L Soil Absorption Component Size 162.5 ftz Maximum FOG 10 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 Filter Inspect and clean as necessary at least once eve 3 ears Pump and Controls Test once every 3 ears Alarm Should test periodically Pressure System Laterals should be flushed and pressure tested eve 3 ears Mound Ins ect for ponding and seepage once eve 3 ears Other 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 Synergy Systems GeoMat Mound Component Manual Version 1, 2017. 2. Dispersal cell media conforms to GeoMat products approved for use with the Synergy Systems GeoMat Mound Component Manual Version 1, 2017, Media is covered with an approved geotextile fabric. 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 6-8" Diameter Finished Threaded Cleanout Lawn Sprinkler Grade Plug or Ball Valve t Box "u- LU Lateral Ends at Last Orifice Where < << Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral C G"'C I i < Distribution Lateral Lateral Cleanout 2.5 Feet Project: VAt Gi Y. & SANDRA :1. St ICIK Page 6 of i(1 Mound System Management Plan Pursuant to SPS 383.54Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals (Synergy Systems L.L.C., Geomat Mound Component Manual version 1, 2017, Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01101) and SSWMP Publication 9.6 (01181)1, and local or state rules pertaining to system maintenance and maintenance reporting. Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective 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, Stats. 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. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 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 as to 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 Ho::ever, if such products are used they shall be approved for septic tank use by the Wisconsin Department of Commerce. Pump Tank The dosing (pump) tank shall be inspected at least once every 3 years. All switches, alarms and pumrps shall be tested to verify , proper V r, operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. If the force main has a weep hole, it should be noted if it is functional during pump operation, and if not, it should be cleaned. *****No one should ever enter a septic or dose tank since dangerous gases may be present that could cause death. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on. the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 rpg(i RCltly 30 fngtL ~'CS 10 mg/f_ FC,~ and 104 r•f~ ~1lrfl rrcl for highly treated effluent influent flow may not exceed maximu m 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 3 years. When a pressure test is performed it should be compared to the initial test when the system was insfalled to determine if orifice clogging has occurred and if orifice cleaning is required to maintain. equal distribution within aa•••a • the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an :mpehd:ng hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. if the tins:rig ~ rtank rp~ ~mn• nru• •r controls alarm or related wiring becomes defective the defective compdnent.(S) Shall he immediately mn 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 clogged absorption and dispersal media, and related Piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pro;er-J: VAs 1GH4-1. & SANDRA i. SLICK Page 7 of 10 Wastewater' METERS FEET 40 . PE51 MODELS: PE31, PE41, PE51 HP:33, -40..50 35 10 - ► 2 GPM 30 E41 1 o _ u z 20 7 15 O 10- 0 06 10 20 0 40 50 60 70 GPM 80 !v 0 5 10 15 m3/h CAPACITY PERFORMANCE RATINGS PE31 PE41 PE51 Total Head GPM Total Head GPM Total Head GPM (feet of water) (feet of water) (feet of water) 5 52 8 61 10 67 10 42 10 57 15 59 15 29 15 46 20 50 20 16 20 33 25 39 25 0 25 16 30 26 35 8 r~s V '9 roll A W-009 00O1d'a ~ 99118-SZ£-008 $ODZ 'NM1' A3rd eOaZ AUVrWMJ' '31Ya OPOS a 'wnod Pawn '017.M?f sn sum Z\ ~ ivnrnrn OLLGs 00 JAGS yl6 tMY8=0 \ BYO o>v n3a L _ f t~v3s an-009 00OLd7M z ~ z w ~ W LLJ a 0 J W z U W J V ~y W O = W i~ ZpU p F CL 0 F4 U 0. W N c~ Lii r Q. 7 o? N N m o: p o t- V 2 ¢ o m z F ' z a Q LLI z V) m ° o< *='mu i ii ° ce mcwn WIa--W z z o ° LL.ovWl aom ? o C) o o Ja LLI Cla r`,,r i a N°- r. ° W w < z a = Q tD O to CO W r` m z> O X .41 N= o O F=i 1~-- l~it Q a 11 Q N O= O\ O W *o Ina t.IWW 0 t U J 2 Z j x N O Q p M. O Q w p z o' v> r N W v w v 6i 9L 93 r o Cl YJtaa CO Ja>=OZnJ00 zs?a ZU) O o Z Na aoo~w W~' a~rc~ a3.. o z~a < us o Y z Z3aCC.~m x-13m3 ° Z v ZQ r Z' J J a0 Z ~V W O Z Z ~ J ~ H ta! Y N z 0~ Q F- 4' N D z r- ° a W ot ~ Q O - Uf d .6 Q ~ n f- I ( 1~ o I ( I a i 1 I I I I > > I j I! I 1 t I LLJ O r C) wooW I ~ I U)l I °.ac m 1 .5 I I I t I l ~ I 11 F- ~ W J Z Z~ ..95 cr. ~r jam: fQ r4 &)*,V-Vjrxet eke pal i ~~.eY~Fo i Sisre~~ skrt',w~ fFr- . i SEC. . ~r~[ a~sv~co►~G 11. 55V 746G25 7-4- /0 &OL zoo a a~ $ ' i ' pct 0 ° pppS~D N 11 -M eV re oK.Asj*r-tsL4'-,-a Od ~ ~ % • OF 1\ ti~ ~1 H ? County so = 10- 1171 chivraj 1„" f. YU] Safety and Buildings Division 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) ;r, c P r (.1 oci Z5,1616 Madison, WI 53707-7162 ST. CROIX COUNT Y ~ MEND` ""Sanitary Permit Application Sp~ ransactionNumber In accordance with SPS 383.21 2 Wis. Adm. Code submis f I y / sion o this form to the a / I A Y is required prior to obtainin 5 QZ7R a sanitary permit. Note: Application forms for state-owi $VH bt Address if different than mailing address g A ( ) the Department of Safety and Professional Servies. Personal information you provide may be useo rui (h y purposes in accordance with the Privacy Law s. 15.04 1 m Slats. IN, [71 1. A lication Information - Please Print All Information ~T Propert Owner's N "e ~,c ~ i? r--- t Parcel #F ;4 00 Property Owner Mailing Address Property Location Y Govt. Lot City, State I Zip Code Phone Number + E. Section ILZ l ~7 LCJ " ~ ) I ~ / ~6 -J circle one) II. Type of Building (check all that a PPtY) L# T N; R E or W c 1 or 2 Family Dwelling - Number of Bedrooms y ( Subdivision Name t~ Ce l ~~LL Block # ❑ Public/Commercial - Describe Use y~ ❑ City of ❑ State Owned - Describe Use CSM Num ❑ Village of / - ❑ Town of V: Ue rp X' ~J' 1~ f. J 111. Type of Permit: (Check only one box on line A. Complete line B if applic ) A" New System ❑ Replacement System ❑ rea ent/Holding Ta acement Only ❑ Other Modification to Existing System (e sin) List Previous Permit Number and Date Issued B. El Permit Renewal ❑ Permit Revision C1 an a of P ❑ Permit Transfer to New Before Expiration Owner IV. Type of POWTS System/Component/Device: (Chec at apply) ❑ Non-Pressurized In-Ground El Pressurized In-Ground ❑ A Grade ❑ Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ❑ Holding Tank ❑ O Per Dispersal Component (explain) ❑ Pretreatment Device (explain) N 13 14 4_~ V/ V. Dis ersal/Treat nt Are Information: Design Flow (gpd) Design oil Application Rate(g sf) Dispersal Area Re a (s Dispersal Area Pro sad (sf) System Elevation VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units a o New Tanks Existing Tanks e y y R aft ~ b ~ wt7 w ~ Pd lad ~ o , Septic or Holding Tank 0, S 6' P X Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plum S^Signature MP/$Numr-) Business Phone Number 1 66 L/ Plumber's Address (Street, City, State Zip Code) ~4~cN 0b ~1 0 ~~0~r FA VI . Coun /De artment Use Onl Approved El PPne ee Per/mit //Fee Date Issued Issuin ent Signatu en Reason for Denial $ IX. Condi easons for Disapproval k, effluentt~ter anal' tSisper.ti cell must all be ser.icaas~intgrk ft^ Pi~ 1n~ f ,M.~ V- ! as per marargement plan provided by plumber. 2. AU ssettw* reouirerzenls must.t a rlatnte-,i6ed as per a Kkabig code / crdinaxe#. Attach to complete plans for the system and submit to the County only on paper not less than 8 t/2 x 11 inches in sue SBD-6398 (R. 11/11) 2 g Of 8 j fad - Z66 ~ ~ ~ Sorlcrt!'ua~ p;E L G'►'r~~ ~.'ytt~t Q/t~ Pay od AM le Stt/7, rzei , ~P. J7~,1w. eta/hsa..~ Aw ld 0ot"4=44-10 ti ( 55V 74 662--13 02-q- 1,0moo 0 olei) led •att t t'' o~ /70 c bu:Ki Q. a ` Pr,s~D w~u Te 'o o a S' 'Tc s~r~e -r~K j 7Z a ~ ~ Asa m OR.aIN \ +.g- ~Q \T "tee swe o COP' I I• i v~PrarE`f DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 GREEN BAY VVI 54304-5211 Contact Through Relay ~K http;//dsps.wi.gov/programs/industry-services mvwmisconsin.gov \ ~~o ass o^~ / Scott Walker, Governor Dave Ross, Secretary September 20, 2016 CUST ID No. 224832 4TTN: PO W7S Inspector JN AI RY MARY JO HUPPERT ZONING OFFICE HO.LLISTERS SOIL TESTING & DESIGN ST CROIX COUNTY SPIA 28497 KING ARTHUR.S 1101 CARMICHAEL RD Zoe-,_ DANBURY WI 54830 HUDSON WI 54016-7708 " l L'-RESPUNDEIV CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/20/2018 Identification Numbers Transaction ID No. 2775237 SITE: Site ID No. 828976 Vaugn & Sandra Slick Please refer to both identification numbers, 170TH St above, in all correspondence with the agency. Town of Pleasant Valley St Croix County NE 1/4, SE1A S17, T2 8N, R.17W FOR: Description: Afound System (2 Bedrooms - New Construction) Object Type: POWTS Component Manual Regulated Object ID No.: 1624555 Maintenance required; 300 GPD Flow rate; 19 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Ver. 2.0, SBD -10691.-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to homeowner occupancy. • Wastewater generated from contractors cleaning of equipment and tools and/or left over construction products shall not be discharged into the drains discharging to the private onsite wastewater treatment system (POWTS). Waste generated shall be properly disposed of on-site or off site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from mound area. • Divert surface water from POWTS Area. • Prior to construction of the dispersal area check the moisture content of the soil to a depth of 8 inches. Smearing and cornpacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the -hands.-If it rolls into a 1/4- inch wire, iv(ARY JO HUPPERZ Page 2 9/20/2016 the site is too wet to prepare. Ifit crumbles. site Preparation can groce_ed, If the site is too wet to prepare do not mroceed until it dries. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • SPS 383,54(1)(e) The management plan for a POWTS shall specifically address the servicing mechanics of an aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist: I . The bottom of the tank is located more than 15 feet below the elevation where the servicing pad is located 2. The bottom of the tank is located more than 150 feet horizortallv from where the servicing ad is located. • Tank Installation to follow all manufacture's recommendations. • Verify property line(s) prior to installation. • Puma Floats to be set and verified per approved plan Any changes may result in pump resizing to meet TDH and GPM Specifications. • Areas that are occupied with roc.it fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available. trees in the basal area of the mound must be cut off at ground level. A lamer fill area is necessary when any of the above conditions are encountered;. to provide sufficient infiltrative area. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POINTS described in this approval SPS 383,54(1), • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in. the approved plans. 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 permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. 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 WTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, [Fee Required $ 250.00 his Amount WiII Be Invoiced. hen You Receive That Invoice, Tim Vander Leest lease Include a Copy With Your Private Sewage Plan Reviewer, Division of Industry Services Payment Submittal. (920)492-2214, Monday - Friday 6 am 'To 3:30 pm WiSMART code: 7633 tim.vander] eest' wisconsin.2ov MARY JO HUPPERT Page 2 9/20/2016 the site is too wet to prepare. If it crumbles site preparation can proceed If the site is too wet to prepare do not proceed until it dries. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • SPS 383.54(1)(e) The management plan for a POWTS shall specifically address the servicing mechanics of an aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist: 1. The bottom of the tank is located more than 15 feet below the elevation where the servicing pad is located 2. The bottom of the tank is located more than 150 feet horizontally from where the servicing pad is located • Tank Installation to follow all manufacture's recommendations. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan A nv changes may result in pump resizing to meet TDII and GPM Specifications. • Areas that are occupied with rock fragments. tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off at -round level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. 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 permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In ranting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. 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 POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required S 250.00 This Amount Will Be Invoiced. When You Receive That Invoice Tim Vander Leest Please Include a Copy With Your Private Sewage Plan Reviewer, Division of Industry Services Payment Submittal. (920)492-2214, Monday - Friday 6 am To 3:30 pm WiSMART code: 7633 tim.vancierleest(cr),~visconsin 2ov I I MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: VAUGHN G. & SANDRA J. SLICK =5~ 'CES Owner's Name: (same) ~LRVICES Owner's Address: 346 170th Street Hammond, WI 54015 SCE Legal Description: NE1/4 of th SE1/4, S17, T28N, R17W Township: Pleasant Valley County: St. Croix Subdivision Name: NA Lot Number: NA Block Number: NA Parcel I.D. Number: 024 - 1022 - 60 - 200 Plan Transaction No.: Page 1 Index and title Page 2 Data entry `i````\\\\p11{ItbiEt)it){%~~~i`'f' Page 3 Mound drawings ~p~ ONS/A. //iA~ Page 4 Lateral and dose tank •,~~1`80.`''•.~~ ~Page 5 System maintenance specifications ~4 -4 MARY JO Page 6 Management and contingency plan Page 7 Pump curve and specifications HUPPERT D Page 8 Plot plan 1869 ER FALLS.-* Pfll1t1143~11'\ Designer: Mary Jo Huppert License Number: 1859 - 007 Date: 09/07/16 Phone Number: 715 - 426 - 1775 Signature:v Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distributi6hZ6-m56ne(iW0nua1 Ver. 2.0 SBD-10706-P (N. 01/01) Version 7.0 (R. 03/2012) Page 1 of 8 __.iv:vL Mound and Pressure Distribution Component Design Design \Alnrkshee? Site Information (R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 200.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of - 36 inches. 300.00 Design Flow (gpd) 6.00 Site Slope 101.58 Contour Line Elevation (ft) 19.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 50.00 Dispersal Cell Length Along Contour (ft) = 6.00 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 ("C or E) a Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) 2.00 Estimated Orifice Spacing (ft) = 6.00 ft2/orifice 2.00 Forcemain Diameter (in) 18.00 Forcemain Length (ft) Does the forcemain drain back? Y 95.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 2.94 Forcemain Drainback (gal) 7.59 Vertical Lift (ft) 44.48 5x Void Volume (gal) 0.29 Friction Loss (ft) 47.42 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 26.93 System Demand (gpm) 12.42 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) 1000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 600.00 Dose Tank Capacity (gal) Pol Lok _ Filter Manufacturer 17.67 Dose Tank Volume (gal/in) 122 Filter Model Number Weiser Manufacturer Project: VAUGHN G. & SANDRA J. SLICK Page 2 of 8 Mound Plan and Cross Section Views 1110 B n J Observation Pipe K A W ::.:a 1 - T. B Mound Component Dimensions A 6.00 ft E 21.32 in H [Aft ft K 10.17 ft B 50.00 ft F 9.50 in 1 ft L 70.33 ft D 17.00 in G 0.50 ft J W 24.11 ft 300.00 (ft2) Dispersal Cell Area 861.28 (ft2) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 5.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 104.79 (ft) ,~~'f{/lfJJffff, ffJ2 JlJ/{{{{{!{{{{JJfIJ////{l{/!f{{ {/{{lfllr.. F Dispersal Cell 103.50 (ft) Lateral 103.00 (ft)-► Invert Dispersal Cell f . Elevation ' LJ 101.58 (ft) Contour Elevation 6.0 % Site Slope Geotextile Fabric Cover Shading Key m- Dispersal Cell See lateral details on Q Topsoil Cap a o 1.5 ft Page 4 for number, size, v, o n5 and spacing of laterals. Subsoil Cap - 0 /--*o 7 T © ASTM C33 Sand 10 T Laterals are equally F spaced from the m 0.5 ft Typical Lateral ® Tilled Layer c w distribution cell's © Aggregate o n5 centerline in the * A ♦ distribution cell (AxB). Project: VAUGHN G. & SANDRA J. SLICK Page 3 of 8 End Connection Lateral Layout Diagram Laterals centered over the & dimension Turn-up w'ball valve orcleanoutplug are identical I<- X->I Holes drilled on the bottom of the lateral equally spaced S rF~lorce P ain connection via tee or cross to manifold at anq point. Laterals &forcemain Sch 40 PVC per SPS Table 38430-6 Number of Laterals 2 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.02 ft Lateral Length (P) 48.48 ft Orifices per Lateral 25 Lateral Spacing (S) 3.00 ft Orifice Density 6.00 ft2/orifice Lateral Flow Rate 13.46 gpm Manifold Length 3.00 ft System Flow Rate 26.93 gpm Manifold Diameter 1.50 in Total Dynamic Head 12.42 ft Forcemain Velocity 2.75 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC 4 in. min. Disconnect Tank component is properly vented E Alternate outlet location Forcemain diameter Weiser Manufacturer 2 in. Capacit 600.00 Gallons T Volume 17.67 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 18.37 324.64 B 2.00 35.34 C Pump off elevation (ft) C 2.68 47.42 95.91 D 10.90 192.60 D Total 3196 600.00 IF- Dose tank elevation (ft) Bedding under tank. 95.00 Alarm Manuafaeturer SJE Rhombus Note: Switches Alarm Model Number Tank Alert AB containing merCt,rv may not be a -ec1 ir? Pump Manufacturer Gould ti ? . r Pump Model Number PE 41 Pump Must Deliver 26.93 gpm at 12.42 ft TDH Project: VAUGHN G. & SANDRA J. SLICK Page 4 of 8