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026-1290-05-000 (2)
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: Safety and Building Division St. Croix INSPECTION REPORT Sanitary Permit No GENERAL INFORMATION (ATTACH TO PERMIT) 597391 State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 2959273 Permit Holder's Name: City Village Township Parcel Tax No: STEVE DALTON TOWN OF RICHMOND 026-1290-05-000 CST BM Elev: Insp. BM Elev: BM D scription: c Section/Town/Range/Map No: I 22.30.18.1453 TANK INFORMATION ELEVATION DA A TYPE MANUFACTUR CAPACITY STATION BS HI FS ELEV. Septic ► Benchmark Dosing 00 AIt vG . / CO(M& loo. Aeration L ~i 4+ I~ Bldg. Sewer (JA A95 HolehrtcJ S t Inlet TANK SETBACK INFORMATION SUHtOutlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic s y Dt Bottom Posing ' I. 2 He Aerati • Dist. Pipe • Holding _ Bot. System Final Grade PUMP/SIPHON INFORMATION Manufacturer GPMa~~- TDH nd~ St Cover ~ft'~p ~b~• p v,- Model Number / ` VFrictio Lo,sS~ Sy tem Head ~6 TDHs r - Ft q-. H ~0 Forcemain Len th I Dia. 1) Dist. to Well 70 1 MV I I SOIL ABSORPTION SYSTEM BED/TRENCH Width ) Leng~y No. Of c PIT DIMENSIONS No. Of its Inside Dp. Liquid Depth DIMENSIONS 1S 2 / SETBACK SYSTEM TO P/L BLDG WELL LAKE/ REAM LEACHING Manufacturer: INFORMATION CHAMBER OR p Of Sy to e UNIT t~~y Model Nu r: rqb 1 DISTRIBUTION SYSTEM He~etlManif~ld Distribution x Hole X Size x Hole S Pipe(s ' (I '7 ( 5~P g~ y . Ven o Air Intake Length Di Length Dia 1 Spacing SOIL COVE x Pressure Systems Only xx Mound Or At-Grade Systems Only Dept ver Depth Over xx ~ ~ Depth it xx Seeded/Sodded Bed r nc C t BedlTrench Edges Topsoil i Yes ~ o es ~I No CO NTS: ( clude code discrepencies, persons present, etc.) Inspection #1:~~/ Inspection #2: Location: 1270 140TH AVE e0v p us ( 01 . 1.) Alt BM Description =T01 S~ Low o ' E f 2.) Bldg sewer length = l t Q O' - amount ocover = 3~ plow ` )w A c~ an al Plan revision Required? ❑ Yes o' Use other side for additional informati SBD-6710 (R.3/97) ate ` Insepct rs Signature Cert. No. ~ . ~S County Safety and Buildings Division r' . 10C E NED 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) pMadison, WI 53707-7162 ss JUN 282~i`~ > ~jc173~~ .h State Transaction Nu1n,r -7 I&Epimmit 2, S•IV In accordance with;3.21(2), Wis. Adm. Code, submissl. tal unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POW I aie suvu.ilaed to Project Address (if different than mailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for secondary -76 purposes in accordance with the Privacy Law, s. 15.04(1)(m , Stats. •fNi% 1. Application Information -Please Print All Informa Property Owner's Name Parcel # _ -4 "I d Z to 7,'76 Property Owner's Mailing Address j Property Location o dr /cJ t" ✓ r ~~v l..., Govt. Lot City, State Zip Code Phone Number Section 2- Z- 8Y 7 circle one) T 36 N; R Eor W IL Type of Building (check all that apply) Q Lot # Subdivision Name ❑ I or 2 Family Dwelling - Number of Bedrooms Block# -Pl,w4d /.i/Nl~ T ~1 ❑ Public/Commercial - Describe Use /`tea ❑ City of CSM Number El Village of El State Owned -Describe Use , (h l!~'h d NC Town of 111. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. -w System ❑ Replacement System ❑ Trcanncnt/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New Before Expiration Owner IV. Type of POWTS System /Cont onent/Device: Check all that apply) ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade )4klound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. DI ersal/Treat ent Area Information: Elevation Design Flow (gpd) Dcsign Soil Application Rat sI) Dispersal Area Req " d (st Dispersal Area Pr sed ) System VI. Tank Info Capacity in Total of Manufacturer ~ 'fl U Gallons Gallons Units ,CQ U U U cO New Tanks Existing Tanks l/ ° o y U p tic r Holding Tank L-2 0 ~ osingChamb VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POW TS shop on the attached plans. umber's Name (Print) Plumber's Signature M Number Business Phone Number PI tuber' Address (Street, City, State, Zip Code) VIII. Count /De artment Use Onl Permit Fee Date ssued Issuing A t Signature Approved ❑ sappro $ ~TU ~7 ❑ jrven Reason for Denial Q IX. CondilY Reasons for Disapproval 1. $t~tws' ark', EiNa n; iifte, ElAd Sd. _ ~ uls}i II cell must all be ~iIc?s t tr; i,AL ec / osper. narayelnent plant p,o sided uV plumbe. h,p>✓1~ ~ 2. "*i6eq4PI II,ue t-4n ir.e•1 ~ as per sWilli ++bW oo0s I ad naarm. / Attach to complete plans for the system and )bmit to tthehC~Cou~~ only onpaper not less than 8 1/2 x 1 inc s in size I 1Y ,,4 0-y'.6 1 01 51fo_ 4c, ` Mv eg SBD-6398 (R. 11/11) Ate. I / ✓~1 s a v V 1~; U Cj~ b9 ~ y~ ~ lzSIL 0 w 0 a a ry i cr p w ~1 ~ h a R7~2\ DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD HAYWARD WI 54843-6462 %e ! 1 \7 Contact Through Relay http:/ldsps.wi.gov/programs/industry-services www.wisconsin.gov Scott Walker, Governor Laura Guti6rrez, Secretary June 23, 2017 CUST ID No. 222872 ATTN: POWTS Inspector JACQUE M HAWKINS ZONING OFFICE HAWKINS SOIL TESTING & SEPTIC SYSTEMS ST CROIX COUNTY SPIA PO BOX 2 1101 CARMICHAEL RD LUCK WI 54853-0002 HUDSON WI 54016-7708 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 06/23/2019 rse action ID No. 2959273 D No. 838978 SITE: refer to both identification numbers, Steve Dalton aove, in all correspondence with the aQenc . 140TH Ave Town of Richmond St Croix County S1/2, SEI/4, S22, T30N, R18W FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 1710911 Maintenance required; 450 GPD Flow rate; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01,~ R. 10/12); Effluent Filter CO The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes ApPRC and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed REV ANp pa and located in accordance with the enclosed approved plans and with any component manual(s) referer SIV O~ Of 114t) 'The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with al de pjVj51 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. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to ~E COw inspection by authorized representatives of the Department, which may include local inspectors. All permits S 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 $ 250.00 This Amount Will Be Invoiced. ~Win A Taylor C When You Receive That Invoice, Please Include a Copy With Your Wastewater Specialist , Divi~j6u of Industry Services Payment Submittal. (715)634-3484 , Monday Friday 8:00 am To 4:30 pm WiSMART code: 7633 edwin.taylor@wisconsin.gov MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE ~EG i'~ IN 0 7 201? Project Name: Steve Dalton Mound System TRY SER~JIG ~Ndus Owner's Name: Steve Dalton Owner's Address: 930 Brave Dr. Somerset WI 54025 Site: 140th Ave Legal Description: Parcel in the S1/2-SE1/4 Sec. 22 T30N-R18W Township: Richmond County: St. Croix Subdivision Name: Plat of Lundy's North Lot Number: 5 Block Number: Na SAL Y I.D. Number: 026-1290-0500 SALY p t ~ccs 0FESS10 Plan Transaction No.: S 5 y ~"t&'~ 5 Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan N E SpO Page 7 Pump curve and specifications Page 8 Sanitary Site Plan Designer: Jacque Hawkins License Number: MPRS#222872 Date: 06/04/17 Phone Number: Signature. w~ 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 Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) Version 7.0 (R. 03/2012) Page 1 of 8 Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 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. 450.00 Design Flow (gpd) 8.00 Site Slope 99.10 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 75.00 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) E 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) 2.50 Estimated Orifice Spacing (ft) = 7.50 ft2/orifice 2.00 Forcemain Diameter (in) 90.00 Forcemain Length (ft) Does the forcemain drain back? LY 1 89.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 14.68 Forcemain Drainback (gal) 10.60 Vertical Lift (ft) 67.32 5x Void Volume (gal) 2.00 Friction Loss (ft) 82.00 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 32.31 System Demand (gpm) 17.15 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) 1000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Skaw Precast Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 642.33 Dose Tank Capacity (gal) Lifetime Filter Filter Manufacturer 16.47 Dose Tank Volume (gal/in) LT 1/8 Filter Model Number Skaw Precast Manufacturer Project: Steve Dalton Mound System Page 2 of 8 Mound Plan and Cross Section Views 1/10 B J Observation Pipe : K i? ?y?y?xr r r j„d Jxr d rxd rxrxJx . . . . . . . - 1 r j dxd dti,Lx°.„y.y,.,xy,.,.L„y,yxL.Lx r.?w?:?w?'r'd=r=d=r=r=d=r•jxrxrxrxr,r.Jxtxr,j j. T Lx'.x d•"r'd`°'=d: d„d,r.d.rx • Lx••d.ri .t.Lx. ,bx...1x°,=L=yx.,, r d y 1111=., dx d:?`r,dx J~ t,Jxra y=L,.,„.~4:•..1,1 .rydxd„dx d.Jtd=l:~,rlj•~: t,L,L',3~~.[ L=•. Lxtx Ld~dldy ?xdxdx J.d,r~„d. i~l~r=J=dx ° Lx...Lxy,V. 1:4„y...,..=t L: d:?: ?:+L.~fxJ..=x2'~jrr`d: dx t.~'.r.l:r.Yxjtx L.yx. .L 1.x1,.1 '?y?L?L~*L~L?a?•?'.::?xrxd'xr~l.°r.dxe~e"x+'L--'~~~"T•*f,`!.`tp.d°: is i...xt=°.:...._... •y.^`°" d"r` l'.^`.^Lr`L:L A •J.dx °?~?_r~r,r.r.dxdx L=•.+L=L= Lx W dxrxd=d,d.d= °'d%Jx „.,x,o„1*Lx°.=Lx..,bx1=. . Lx r,.^xr.r.dxr„ r:txr,.r^r, `d.d:dx dxdxdxdxl„J.d.dxdxd„J:J.dxrx.'~t.fb=^°x..x4z,,x.,xyx.,.a.x S,°.x L=L.., r=dx..=dx j=r=rxr=d=dxd„d=d=r+r= . B I . ' . ' . ' . . . ' . L Mound Component Dimensions A A12. ft E 17.76 in H [Aft ft K 9.10 ft B ft F 9.50 in 1 ft L 93.19 ft D in G 0.50 ft J W 22.49 ft 450.00 (ftz) Dispersal Cell Area 1270.56 (ftz) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.89 (ft) F 100.10 (ft) - Dispersal Cell 100.60 (ft) Lateral Invert Dispersal Cell Elevation E D t - y z A A, 99.10 (ft) Contour Elevation 8.0 % Site Slope Geotextile Fabric Cover ❑ Shading Key Q,- Dispersal Cell See lateral details on 1 Topsoil Cap Z a 1.5 ft Page 4 for number, size, ❑ _0 ti„x1x.,,Lx.,f;.rti~;.~tixyxl„,•,.,,: Subsoil Ca C rxd r J r r=r r r=r% y.L„: P ° .ate°x xyi:~:~°, rrLdLd• ~ and spacing of laterals. ASTM C33 Sand Laterals are equally © T is J=rxdx aced from the Tilled Layer d 0.5 ft spaced al Lateral P ?y?°.?y?'d 1?1d+r.,t.Jrr*dxJ 1x111. y lxdx °"•°"•.x distribution ,rxdx 5' r,r=rxdxJ=Jxa,:,T.•fe b=L=b t cells d~.r=.rti,.,x1x.,„..,..„.. ~ar1?:? 5 d•rx Aggregate ~ c d;?; d; r=d; ?.rIr*,.xd=J J= centerline in the A distribution cell (AxB). Project: Steve Dalton Mound System Page 3 of 8 End Connection Lateral Layout Diagram !w~ 1'ter,a-atp~it~r0+~~or~~r4mutG~u0 fF=o"mm* ss c ~+d oues cihr 11i K E &W ala 0e mat ~m ire moss to Mat . Lrats #torcenwm Sch 40 F VC per SP'S ToWe 3843M Number of Laterals 2 Orifice Diameter Lateral Diameter 0.156 in 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 73.37 ft Orifices per Lateral 30 Lateral Spacing (S) 3.00 ft Orifice Density 2 Lateral Flow Rate 7.50 ft /orifice 16.16 gpm Manifold Length 3.00 ft System Flow Rate 32.31 gpm Manifold Diameter 1.50 in Total Dynamic Head 17.15 ft Forcemain Velocity 3.30 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 Disconnect ~ 4 in. min. Tank component is properly vented F-- Alternate outlet location Skaw Precast Forcemain diameter Manufacturer 2 in. Capaci 642.33 Gallons Volume 16.47 gal/inch A Dimension Inches Gallons weep hole or anti- A B siphon device 20.02 329.75 B 2.00 32.94 C C -t Pump off elevation (ft) 4.98 82.00 90.00 D 12.00 197.64 Total 39.00 642.33 D Dose tank elevation (ft) 3" Bedding un er tank. 89.00 Alarm Manuafacturer KMS~= -Alarm Model Number Note: Switches containing mercury Pump Manufacturer Goulds - this may not mused in Pump Model Number EP05 _ system. Pump Must Deliver 32.31 gpm at 17.15 ft TDH Project: Steve Dalton Mound System Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name I Powers Sanitation POWTS Regulator's Name Phone 715-246-5738 St. Croix Coun Zonin Phone 715-386-4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 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 eve 3 ears Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested eve 1.5 years Mound inspect for ponding and seepage once every 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 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 Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Steve Dalton Mound System Page 5 of 8 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 W is. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with 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 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. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem 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 mg/L BOD5, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 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 shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defecti ve the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component 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 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. The information and schedule of mananagement and maintenance for~pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project: Page 6 of 8 MGOULDS PUMPS Submersible Page 7 of 8 Effluent Pump MODEL EP04 3871 EP 05 APPLICATIONS • Fully submerged in hi h ■ $ grade turbine oil for g Impeller: Thennoplas- ■ Bearings: Upper and lower pecificall designed for the tic enclosed design for heavy duty ball bearing following uses: lubrication and efficient improved performance, • Effluent systems heat transfer. construction. ■ Casing and Base: Rugged • Homes Available for automatic and thermoplastic design provides AGENCY LISTING • Farms manual operation, Auto- superior strength and corrosion • Heavy duty sump matic models include resistance. 41- Cm dm Standards Association • Water transfer Mechanical Float Switch ■ Motor Housing: Cast iron Demteri g (CSA listed model numbers end assembled and preset at the for efficient heat transfer, in in "C" or "F".) SI'EClf (CATIONS factory. strength, and durability. ■ Motor Cover: Thermoplastic Gourds Pm p is ISO M Axjlst,ed. • Solids handling capability; FEATURES cover with integral handle and s/a" maximum. float switch attachment points. • ■ EP04 Impeller: Thermoplas Capacities: up to 60 GPM. tic Semi-open design with ■ Power Cable: Severe duty • Total heads: up to 31 feet. pump out vanes for mechanical rated oil and water resistant. • Discharge size: V12" NPT. seal protection. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N eiastomers. • Temperature: 104°F (40,C) continuous 140OF (60cQ intermittent METERS FEET _ • Fasteners: 300 series 10 stainless steel. • Capable of running 9 so dry without damage to s Glxn _ components. 2s zs a Motor: LLa, • EP04 SinqIa phase: 0.4 HP, v 6 20 115 or 20 V, 60 Hz, 1550 RPM, built in overload with r s automatic reset. a 1 s J • EP05 Single phase- 0.5 NP, 0 115 V or 230V, 60 Hz, 1550 EP05 RPM, built in overload with 3 10 automatic reset. • Power cord: 10 foot 2 E standard length, 16/3 1 s SJTOW with three prong grounding plug. Optional 20 0 00 1-1 20 30 4 0 foot length, 1613 SJTW with 50 _ GPM three prong grounding plug (standard on EPOS). 0 2 4 6 8 10 12 m3m CAPACITY Goulds Pumps ® Effective 2001 Goulds Pumps] B3871 May, Zoo, ITT industries 83871 LlIz s a ,o w v ffi rn U w w v S ~1 C4 ~ o o~ cs- ~ O D a C'y a o a y - ~ h 42 Cl kM ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer D - / 4, Mailing Address g 3 6 J - DL- Property Address 11-70 4 (Verification required from P arming & Zoning Department for new construction.) City/State A~<: w Parcel Identification Number 0 Z- to L 9 o ~ 0,5_0 6 LEGAL DESCRIPTION Property Location S° ~L 9, S+C V4 , Sec. Z z, T 30 N R/ S T own of X9 N Subdivision Plat: c) v. 12. h . Lot # Certified Survey Map Volume Page # Warranty Deed # (before 2007)Volume Page # Spec house X-yes 11 no Lot lines identifiable V-yes 0 no SYSTEM MAINTENANCE AND AVVNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §SPS. 383.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on site ed by the wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Safety And Professional Services and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on t is form are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a w anty deed recorded in Register of Deeds Office. Number of bedrooms 3 SIGNA OF APPLICANT(S) DATE ATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 04/12) N 3 ~ BENCH NARK: TOP naJ 7977'W 27277' ~f 2.32 ACRES P v~ 2~5 OF 1' IRON PIPE, f(/ 1 114. •Z~ - - - 226 75 ' - _ m ELEVATION 959.5 ( . 66.08' 16.02' (100,878 SQ. FT1) 1 a LOT 8 I , Z 2.01 ACRES ` / ~0 ,rte S sro (67.666 SQ. FT.) LOT 4 r C3 R 3.23 ACRES (140,620 SQ. FT.) '1 LB.0. 950.5 15' ,y` ~~r• . i 'E• LB.0. ~ 965.8 17 LOT Z 2.04 ACRES ' •~`'1 ..r (88.859 SQ. FT.) `5s ao BENCH MARK: TOP OF 1' IRON PIPE, _ - - - y ELEVATION 977.0 Yr*~. LOT- 1.67 j n' i ACRES 'i (72.671 SO. FT.) w;c', rya S9? i ` Na 81, ' z m gyp. S~S~jY / ~ Sg'fy' ~ml S87'17'57 E 274.20' ' ~p MI A tit ;per; LOT 6 1 gy (1p// 1.70 ACRES LOT 1 C.S.I47I. IN VOL. I8 PCs 4828 ` (74.163 SQ. FT.) w ( ' i LOT 5' 2 (9t 1.67 9CttES ~ Q a,^ N (72,879 SO. FT.) 3V 3V I L J i h .....................................'2 I 3 I ~a w , o Yr an I 1m~ p Q' a ti N I I I 1 N~Q? P7 In `I SIGH EASEMENT - - - - 1 - - - - f - - - - - - 8 .0.00• - S89'15.05'w 566.40' - - 825,00' ' ~ ~ m m 140th ~ ;o AVE m S89°31'1 VW 577.74' m 3104o' m ~ _ -589'31'11"W 2852.09'- - - - 8 6' I I I 1 I I 133 133 11-- ; W OT -I LOT _2 LOT 3 LOT _4 I I N j w I I I NI I I PLAT I OF ( LUNDY'S THIS INSTRUMENT DRAFTED BY VAUAW KANE JOB NO. 6375-01 DATE 02/21/200.5 REVISED: 03/17/2005 RECEiVv Wisconsin Department of Commerce JAN `SOIL EVALUATION REPORT Page of Division of Safety and Buildings I in accordance with Comm 85, Wis. Adm. Code Attach complete site Ian on a County C. p p per not Tess than 8 112 x.1 11nCkt s..in si e. Plan must ~J include, but not limited to: vertical and horizontal reference point (BM ,direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Re 'ewes by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ProplrtyC;f. Property Location n - Govt. Lot 1/*1/4 S T0 N Rl / E PropeMailing Addr ss Lot # Block # Name CSlkt# City State Zip Code Phone Number ❑ City ❑ Villa e 'IgTo Nwrf' Road New Construction UscResidential 1 Number of bedrooms Code derived design flow rate ~/c~ GPD ❑ Replacement ❑ Public o/r com-merci Describe: Parent material C~G1~TU/GZ Flood Plain elevation if applicable ft. General oonvnents and recommendations: r FT Bcwing # WBoring pit Ground surface elev. ' R. Depth to limiting factor Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 A r~ el- Of Fa Boring # E] Boring Pit Ground surface elev.~Yft Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture I Structure Consistence Boundary Roots GPD/f in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 10, - _ j- 4- G Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 ` Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sj ,'type/ / CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conduc ed Telephone Number 1008 192nd Ave, New Richmond, WI 54017 715-246-4516 Property Owner _ ❑ Parcel ID # Page of Boring # oring Pa 3 Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth Dominant Color Redox Description if lication Rate Texture Structure Consistence in. Munsell Qu. 5z. Cont. Color Gr. Sz. Sh. Boundary Roots GPD/ff 6-11 L •Eff#1 •Eff#2 b m ` c 5 t F S 411 1 E ❑ Boring It ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil kPPlication Rate in. Munsell Qu. Sz. Cont. Color GPD/Ff Gr. Sz. Sh. •Eff#1 `Eff#2 ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in, Horizon Depth Dominant Color Redox Description. Soil Application Rate Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 `Eff#2 • Effluent #1 =BODE > 30 < 220 mgiL and TSS >30 < 150 mg/L • Effluent #2 = BODS i 30 mg/- and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-9310 (RAIM) Soil Test Plot Plan Project Name Environmental Holdings LLP s Address Shaun 706 19th St. Hudson Wi 54016 C #226900 Lot 5 Subdivision Lundy's North Date 2/1 /04 S 1/2 SE 1/4S 22 T 30 N/R18 W Township Richmond [I Boring G Weil PL Property Line County ST. CROIX J BM or VRP Assume Elevation 100 ft. Top of Survey Iron em Elevation 101.1 *HRpSame as Benchmark Alternate Benchmark Top of Steel Fence Post @ 104.4' 274' Property Line 8% Slope 98.5' B. 30' 40' 89, 301 0' 100.5' _ B-2 _A1~.B.M 50' M. Please note: soil test may not be suitable for owners desired building location, Soil test was done to satisfy zoning requirements, please verify system location before excavating. Scale is 1" = 40' unless otherwise noted Property Line Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: Safety and Building Divisior. St. Croix INSPECTION REPORT Sanitary Permit No: GENERAL INFORMATION (ATTACH TO PERMIT) 488059 0 State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: LeQue Builders LLC Richmond, Town of e2(, - 1296 - b 5 - 06D CST BM Elev: Insp. BM Elev: IBM Description: Section/Town/Range/Map No: 22.30.18. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Holding SUHt Inlet TANK SETBACK INFORMATION SUHt Outlet TANK TO P/L WELL BLDG. Vent to Air Intake OAD Dt Inlet Septic Dt Bottom Dosing Header/Man. Aeration Dist. Pipe Holding Bot. System PUMP/SIPHON INFORMATION Air '41*4 Final Grade Manufacturer Demand St Cover N GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold Distribution Ix Hole Size ix Hole Spacing T7~take Pipe(s) 11-ength_ Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over TBd Over x x Depth of xx Seeded/Sodded xx Mulched Bed/Trench enter rench Edges Topsoil Yes Na Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: / Location: 1270 140th Avenue New Richmond, WI 54017 (S 1/2 SE 1/4 22 T30N R18W) Lundy's North Lot 5 Parcel No: 22.30.18. 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? Yes No Use other side for additional information. ET SBD-6710 (R.3/97) Date Insepctor's Signature Cert No. ety nd Buildings Division County 201 tiygton Ave., P.O. Box 716 S C onsi Ma n' 3 v lacy P it Number (to be tilled in by Co-) Department Of Commerce ( 66 1 ~'e~f 8goS9 Sanitary Permit Applic Plan1 Number In accord with Comm 83.2 1, Wis- Adm. Code, personal infarmatio rovide JAN 7 may be used for seconda ry purposes Privacy Law, sI5.04(1)(m) Csy'>;dt Addr s (if different than mailing address) ST. CROIX 1. Application Information - Please Print All Information Au Q- Property Owner's Name P 'arcel Lot M Block I'/V i por V t lv too qVA 'tj - Property O ,'sjvtading Address - Properry Location City, State Zip Code Phone Number Section (circle ) II. Type of Building (check all that apply) T ~ N; E or 91 or 2 Family Dwelling - Number of Bedrooms S , St Subdivision Name CSM Numbe~ Public/Commercial - Describe Use ~ ~ r ~jG r^ t ❑ State Owned Describe Use ❑City_❑ illage ownship of Ill. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. )(New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. El Permit Renewal 11 Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV, Tv e of POWTS 5 stem: Check all that apply) 11 u El Non -Pressurized In-Ground Mound ? 24 in. of suitable soil Mound < 2~. of'suitable soil ❑ At-Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland El Pressurizedln-Ground ❑ Iloldin tank 11 Peat Filter g El Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line lrravel-less V. Dis ersal/Treatment Area Information: ' l Design Flow ~ ' ~ ' ~ i1~lN = /QD• / (gpd) Design Soil Application Rate(gpIst) Dispersal Area Regtured -System ElevI tion ~0O 1 r~;OCR &00 / vl, a VT. Tank Info Capacity in Total Number nutacturer Prefab Site Steel Fiber Gallons Gallons ofUnits Plastic w/ P PL $ZS Concrete Constructed Glass New Existing Tanks -ranks bt'rC 'C'1 septi, r Holding Tank t Aerobic Treatment Unit Dosing Chamber X < ~5 Al" Vil. Responsibility Statement- 1, the undersign d, assume ponsibility for inst of the POWTS shown on the attached plans. um¢er's Name (P ber's SI nature PRS umber Il Business Phone (Nu-tuber ii S ? Plumber's Address (Street, City, State, "Lip Code) C f ~ Vlll. CountvMe artment [.Ise 0 n1 l Ypc/j~! W~\ Approved ❑ Dis• Sanitary Permit Fee ' eludes Groundwa[er Date Issued Iss ing nt Signatur (No Stamps) Surcharge Fee) ❑ < tven Reason ' Denial ~ • ~9 Tx. Conditions pprova 2 al SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code/ordinances. Attach complete plans (to the County only) for the st:stem on paper not less than NJ/2 x 1 I inches in size SQD-6398 K 01/03) 'R~, ' f E i k E i s ti r Lo _ of-_. - F_ -E - _ /ri~ _ _..~_V~.•i }-H i~ ll- 1- 3c _dio - ' - cr~- _tg0 cRQS - ~ - - - ~~"?Sly _I i 6A ACS tb( -7 - - 6~~P- -14e, X /10 i ; - s f - - - !At { - E ( - - - ! ! - E -z - j _ yJ Q - f fi -1- i 1 t i # 1 1 r - - - _ -i-f f f- I II i ` i f E ~ I i - !^x•55 "t E_ f . , f Liu -f - - - y , I 1 i ' f f E - 1 1-4 j. t - ' i-- ! - - - - - - ,i i Safety and Buildings commercemi.goV 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD (608) 264-8777 isconsin www.commerce.wi.gov/sb/ Department of Commerce www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary January 17, 2006 CUST ID No. 220537 ATTN: POWTS Inspector ZONING OFFICE CALVIN W POWERS ST CROIX COUNTY SPIA 1969 185TH AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/17/2008 Identification Numbers Transaction ID No. 1231141 SITE: Site ID No. 708821 Leque Builders Please refer to both identification numbers, 140th Avenue above, in all correspondence with the agency. Town of Richmond St Croix County S1/2, SE1/4, 522, T30N, R18W FOR: Description: Proposed Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1058279 Maintenance required; 600 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade System(s): Ezflow Mound Component Manual, (N.6/03), Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.O1/01); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. • The EZflow synthetic aggregate bundles must be installed in accordance with the manufacturer's printed instructions, the plan approval and Comm 83, Wis. Adm. Code system sizing criteria. • The distribution pipe being inserted into the 4" corrugated pipe located in the EZflow product shall have one out of every five orifices installed at the 6 o'clock position. The remaining four orifices shall be installed at the 12 o'clock position. The laterals shall drain fully after every dose. • All lateral ends shall extend out past the exterior end of the cells and terminate within 6" of final grade. An access box shall be installed for all laterals in order to provide access to them from final grade. The observation pipes shall also be located in between where bundle(s) come together. These requirements must be followed so that the aggregate bundles will not be damaged during the installation process. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. 't! Colldit%on. ab .OF COMMERCE nnncrnu nc cn[c2Y AAin Run nih+.' CALVIN W POWERS JR Page 2 1/17/2006 • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • Comm 83.22(7) - A copy of the approved plans specifications and this letter shall be on site during construction and open to inspection by authorized representatives of the Department which may include local inspectors. Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions rclatinl-' 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. • Comm 83.52(I)(a) - The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)-789-7892, Mon. - Fri. 7:30 am to 4:15 pm WiSMART code: 7633 j sw im@c omme rc e. state. wi. us cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 . ECEI VE& 'JAN 1 2 2006 TITLE SHEET SAFETY & BUjtDIIVGS DATE: 6c/" 711~~ PAGE OF / MOUND SYSTEM FOR AA BEDROOM RESIDENCE This Plan has been Prepared in accordance with the EZFLOW Mound Component Manual VERSION 2.0 (N. 06/03)and the Pressure Distribution Manual VERISION 2.0 SBD-10706-P. (N. 01/01) LOCATED IN THE 1/ OF THES Rj8W TOWN OF I/4 OF SECTION ~I N, ST. CROIX COUNTY, WISCONS.1,N J_LLn Ay s L6f-*_s INDEX PAGE I OF 8 TITLE SHEET PAGE 2 OF 8 PLOT PLAN PAGE 3 OF 8 PLANVIEW CROSS SECTION PAGE 4 OF 8 DISTRIBUTION PIPE LAYOUT PAGE 5 OF 8 PUMP CHAMBER CROSS SECTION PAGE 6 OF 8 SYSTEM MANAGEMENT PLAN PAGE 7 OF 8 PUMP CURVE PAGE 8 OF 8 CROSS SECTION OF E Z FLOW PREPARED FF e toO. fox IS A A, l~ 5c~ of 7 PREP D Y #2053 POWERS EXCA ATING INC. 1969 185'" AVE. NEW RICHMOND, WIS. 54017 PHONE: 715-246-5135 FAX: 715-246-5135 CELL: 715-38 I -9920 ti r , Q J-_ . - F L _ i E - - - AL as ! J, S~ t _ _r4 PD ~kLs t f - - - i f I _ tb 0.0 ta~ ~ _,'gOb ~ C&: St - St'QS - - - i Ap - - ' i C 1 i ! , - - - r, t . i ( i t j- - L _ ( I _I P 1 r - 1 1 1 i r i` ~ i I i . i -j - i - ---l-j- - t E 1 ! - 1 . v 77"`~ r J , i r, L 1 ~ i E t~ 1 - 1 i t r- 1 r 1 , t t : . 1 : E 1 !I _ 1 r i Approved Barrier Cover r A$TM -C3JFill Material Cap G Distribution Cell F led Area pslope Figure 3. Detailed cross-section of a mound D Cross Section Of A Mound System Using £ L7$ } F>g)"For The Absorption Area F G to A 6 Ft. H la n B /0 C) Ft. K 718 Ft. L //7,6 Ft. J Ft- of Position I Ft. Force Main w 61319 Ft. Observation Pipe- - ~ K 11 F -----`1 Distribution ~I Of 015 Pipe Observation Pipe anchor 'Sitcvr*."Y Plan View Of Mound Using A Bed For The Absorption Area DISTRIBUTION PIPE LAYOUT Page_,q_of g Place 4 holes on the top side of the pipe and every 5`r' hole on the bottom of the pipe. Extend the end of each lateral up with the use of long turn or 45* fitting to a point within six inches of the final grade. T laterals with a valve Terminate the ends of the threaded cap or threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug. LAST OR"[Ft A7-<ATERALS aterai - Manifold ,Ilk Lateral X V2 X17 Lateral Len h X x x x Lateral Length Distribution Line Lateral Access box Manifold C Force main P Soft. S_$ Hole diameter inch _n lateral /I_inch(es) Manifold Q inches Force main a inches # of holes/pipe a 5 Invert Elevation of Laterals m/,¢7 Ft. /00"z 4Cl VENT PIPE 12" MIN. ABOVE GRADE E WEATHER PROOFe 25' FROM WINDOW OR JUNCTION BOX t/A.PPROIIED FRESH AIR _I•NTAKE WITH CONDUIT MANHOLE COVER W1 PADLOCK E --WARNING LABEL rte---- _f _ _ 4" MIN. ~s~t szra - ,~1 i ; ;J L ITO ~t WATER TIGHT SEA LS GAS- TIGHTi A SEAL APPROVED 'I C ~ ALM JOINTS W/ CI 3' B PIPE 3' ONTG ;t~L-F- , ON SOLID SOI L 7OI PUMP OFF ELEV. q3.?FT. I Off RISER EXIT D PERMITTED ONL7 IF. TANK . . MANUFACTURER HAS APPROVAL 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS - SEPTIC / DOSE TANK MANUFACTURER: NUMBER DOSES PER DAY: TANK SIZES: SEPTIC ~ Q GAL. DOSE VOLUME INCLUDING DOSE gD© GAL. FLOWBACK: GAL. ALARM MANUFACTURER: 5 FT CAPACITIES: A = INCHES = yZ)/,7GAL. MODEL NUMBER: u , ozr SWITCH TYPE: rtB = 2 INCHES = -///,2_G AL. PUMP MANUFACTURER: C = ~,3 INCHES = Ia9~~ GAL. MODEL SWITCH TYPE: D = 010, INCHES = oSl~~cot GAL. REQUIRED D HARGE RATE GPM G/75PUMP & ALARM WIRING AS PER ILHR 16. 23 WA( VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE FEET + MINIMUM NETWORK SUPPLY PRESSURE . . . . . 5 FEET + ,50 FEET FORCEMAIN X 3,3 FT/100 FT. FRICTION FACTOR i/o5 FEET TOTAL DYNAMIC HEAD = 16,/5 FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH WIDTH ; DIAMETER LIQUID DEPTH _33 a~,6 '(iy►