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HomeMy WebLinkAbout032-1008-50-100 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No (ATTACH TO PERMIT) 600214 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 2928290 Permit Holder's Name: City Village Township Parcel Tax No: HILLVIEW DAIRY LLC. TOWN OF SOMERSET 032-1008-50-100 CST BM Elev: Insp. BM Elev: MItT Section Town/Range/Map No: ic ro 4e S I 04.31.19.51 B Con TANK INFORMATION ELEVATION "TA TYPE MANUFACTURER r CAPACITY STATION BS HI FS ELEV. Septic A/ Benchmark Dosing Alt. BM D~ L/~ Bldg. Sewer 9~• Pi~f s a J(G ing SU t Inlet 9,5 l TANK SETBACK INFORMATION St/Ht Outlet 3 2 D,to 860.16TANK TO P L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic t b ( Dt Bottom ' n fL ~ ~2 • (W_ osing S / He er/M n. 160, v A tion Dist. Pipe Ilan JC `(fl Holding Bot. System 7 f7 W'~ Final Grade PUMP/SIPHON INFORMATION Manufacturer L& ) ~ M emand St Covernv~n ~•GQ /63 , / GPM ~IA _ JY~ t' JJ((JJ (Q Model Number , \ /w, Q Q / Fricti Lob 1 System Head ~ TID TDH L q.qt ~ •lJ 1 / Y' Forcemain. Lend1bri Dia. 2 ►t Dist. to Well bb 4/7" e7! / d HU Irl SOIL ABSORPTION SYSTEM BED/TRENCH Width Lengt I No. Of aes n PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Dep h DIMENSIONS 6'~ V/ :F~L'~ 1 SETBACK SYSTEM TO III P/L BLDG WELL LAKE/ REAM LEACHING Manufacturer: INFORMATION Ty M Of Syste ` q5 CHAMBER OR U ~ UNIT Model Numb DISTRIBUTION SYSTEM MA I fw- Headeanrfold , Distribution ' • 1 Ix Hole Size ix Hole~p g f to Air Into e ~~~r((~~JJ~(~(~P__ Pipe(s) I~I~✓✓1J1J ~'fw/ v Length Dia Length Dia Spacing SOI COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only De h ver Depth Over xx Dept7 xx Seeded/Sod des No Mulched Yes , Bed n t - I Bed/Trench Edges Topsoil I /G ]No 1 / 61104 E S: (Include code discrepencies, persons present, etc.) Inspection #1: Za Ins ecf n #2: f io-4 Location: 2368 45TH ST/'J FW N Lh 4 If OAS, 1.) Alt BM Description = F a''1- "vV~ et cOVud W f s4nc D `i llt 2.) Bldg sewer length = t T - amount of cover = T4_1 1.42111 o~ Covu On all Per ?IV*-6x Plan revision Required? ❑ Yes 1)0 No I I f ~r] X( ~j Use other side for additional information. Date &c's tur e Cert. No. SBD-6710 (R.3/97) ~A'"o1~ - 3 a 3 County A Safety and Buildings Division s ! ' D ~ 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit umber (io be filled in by Co.) • SP Madisla~ Wl 53707-7162 t~ c SS sj w ommuN Permit ?QS State Transaction Number '&/?Q arutary RM, ental unit zc~ In accordance with SPS 383.21(2), Wis. Adm. Code, submission or F~Iy is required prior to obtaining a sanitary permit. Note: Application forms to, R ° submitted to P oject Address (if different than mailing address) the Department of Safety and Professional Servies. Personal information you prov- C3~,p condary purposes in accordance with the Privacy Law, s. 15.04 1 m , Stats. 1. Application Information - Please Print All Infor Property O er's Name / Par Property Owner's Mailing Address ✓ Property Location r .T r i~ Gov* y. City, State Zip Code Phone Number Section circle one r' T N; R E o> w U. Type of Building (check all that apply) Lot # Subdivision Name 1 or 2 Family Dwelling -Number of Bedrooms Block 4 i~,vj ❑ Public/Commercial -Describe Use 61 ❑ City of CSM Number G ❑ V illage of '6 WA ❑ State Owned - Deribe Use YO /xL z Q Town of sl ~Q ~ Qv /V7J ~7 III. Type of Permit: (Check only one box on line A. Complete line is if applicable) Q+rl Q/ or A. J4 New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) ❑ Chan List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ge of Plumber El Permit Transfer to New Before Expiration Owner IV. Type of POWTS System/Component/Device: Check all that apply) ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade 19 Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) Pretreatment Device (explain) V. Dis ersaUTreat nt Area Information: Desi Flow (gpd) Design Soil Application Rate( sf) Dispersal Area Requir sf) Dispersal Area Propo System Elevation VI. Tank Info Capacity in Total # of an ufactturer 2 Gallons Gallons Units j d y New Tanks Existing Tanks ° a U wt7 a Septic or Holding Tank - Dosing Chamber C- - . J C7 VII. Resp nsibility Statement- I, the undersigned, assume respon . ility for instal 'on of the POWTS shown on the attached plans. MP/MPRS Number Business Phone Number Plum r' Name (Prjftt) _ Plumber' A igri e d /3, / t =k7 - C Plumber's Address (Street ,City, Stati5Zip Code) / VUL.County/Department Use Only Permit Fee Date Is ued Issuin gent Signatur Approved Goo , oo ifor Denial IX. Condi easous for Disapproval t 1. 4 etflwsrtt HUT vn,i 3 ipV4dWfbV ~t cr>! as $~PI~ s Lit1I ir.~SS y,~l P.,CiH41 2. Ail t rk recuirernen.s mijdtbem@0vt#W;e. S as per ppiic,zb, I f ( a Attach to complete plans for the system and su to the County only paprnott than 8 im z 1 ches in size SBD-6398 (R. 11/11) plot Plan page e OfB prop" Owner ~ ~ L~ ~ ► t ~~-C-' ~ (gxcept where noted, c T L~1 AA-hop Lem eser_ t1; SEC. 734 1 SC<. ET of CSC NT ~iE S' C~u Sdte e North 4 IN 0AII l .sS { MA `nV ~aAh k.F-Te 'Of (4t k k#i its cv~ 'I W;PW Lulu -g,, r`~~~E'~'a~ ~ ~"~J ~i'7 -•1 x"1,5°.7 ~ P n u- 4 Qpr ` ( fig K~EP, ,rte p"A y 3~ ~ LVtS~1~i~ ~aJ v~ r 4 61 -To ljl~ Site Locadom, i C0° ii ~ s~'• DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 Q GREEN BAY WI 54304-5211 r Q~ Contact Through Relay http:/Jdsps.wi.gov/programs/industry-services www.wisconsin.gov oF~ssroNN Scott Walker, Governor Laura Guti6rrez, Secretary April 11, 2017 CUST ID No. 224832 ATTN: P0WTSInspector 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: 04/11/2019 identification Numbers Transaction ID No. 2928290 SITE: Site ID No. 836967 Hillview Dairv LLC Please refer to both identification numbers, 45 St above, in all correspondence with the agency. Town of Somerset St Croix County SE1/4, NWI/4, S4, T3 IN, R19W FOR: Description: Mound ,System (5 Bedrooms - New Construction) Object Type: POWTS Component Manual Regulated Object ID No.: 1700453 Maintenance required; 750 GPD Flow rate: 24 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 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. r , MARY JO HUPPERT Page 2 4/11/2017 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 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 • 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. Any changes 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/install ation/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. 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 awisconsin.gov I i i I s ~~r?~r+rE;~ f DIVISION OF INDUSTRY SERVICES on 2331 SAN LUIS PL STE 150 ~VP~ GREEN BAY WI 54304-5211 D Contact Through Relay I` httP//dsPs.wi.9ov/Pro9rams/industry-services www.wisconsin.gov Scott Walker, Governor Laura Gutierrez, Secretary April 11, 2017 O OF I CUST ID No. 224832 ATTV POWTS Inspector ' A , l g f 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 Identification Numbers PLAN APPROVAL EXPIRES: 04/11/2019 Transaction ID No. 2928290 Site ID No. 836967 SITE: Hillview Dairy LLC Please refer to both identification numbers, 45 St above, in all correspondence with the agency. Town of Somerset St Croix County SE1/4, NW1/4, S4, T31N, R19W FOR: Description: Mound System (S Bedrooms - New Construction) Object Type: POWTS Component Manual Regulated Object ID No.: 1700453 Maintenance required; 750 GPD Flow rate; 24 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 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, t V MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residentiai Appiication INDEX AND TITLE PAGE Project Name: HILLVIEW DAIRY LLC Owner's Name: (same) Owner's Address: 324 230TH AVENUE SOMERSET, WI 54025 Legal Description: SW1/4 OF THE NE114 & SE1/4 OF THE NW1/4, SEC. 4, T31N, R1fA Township: SOMERSET County: ST. CROIX Subdivision Name: NA Lot Number: Block Number: NA Parcel I.D. Number: 032 - 1008 - 50 - 000 Plan Transaction No.: Page 1 Index and title y ~~=z j ti's Page 2 Data entry -f age 3 Mound drawings Wage 4 Lateral and dose tank Wage 5 System maintenance specifications n ` .'age 6 Management and contingency plan P c zN :rage 7 Pump curve and specifications y1.S Page 8 Plot plan % Designer: Mary Jo Huppert License Number: 1859 - 007 Date: 03/23/17 Phone Number: 715 - 426 - 1775 Signature: 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 R272(i S Mound and Pressure Distribution Component Design ire-,ian V+)orksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 500.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for fecal coliform of 36 inches. 1.50 Peaking Factor (e.g_ 1.5 = 150%) 750.00 Design Flow (gpd) 6.00 Site Slope 98.80 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 1050 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 R (C or E) e Center or End Manifold 3.33 Lateral Spacing (ft) If N above, enter the elevation (ft) 3 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) 3.00` Estimated Orifice Spacing (ft) = 10.00 ft2/orifice 2.00 Forcemain Diameter (in) 20.00 Forcemain Length (ft) Does the Forcemain drain back? Y 90.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 3.26 Forcemain Drainback (gal) 9.39 Vertical Lift (ft) 101.08 5x Void Volume (gal) 0.67 Friction Loss (ft) 104.34 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 40.39 System Demand (gpm) 14.61 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 1.50 x x 1.25 2.00 1.50 x X 3.00 2A0 x 3.00 x Gallons/Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) L' 1585.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Manufacturer gaVin (enter result in cell B49) Dose Tank Information Effluent Filter Information 950.00 Dose Tank Capacity (gal) PolyLok Filter Manufacturer 25.00 Dose Tank Volume (gal/in) 122 Filter Model Number Weiser Manufacturer Project: HILLVIEW DAIRY LLC Page 2 of 8 Mound Plan and Cross Section Views 1/10 B : _ J Observation Pipe - K_. O [ A W j :-l - B : :Fil - - I Mound Component Dimensions ft B ft F 9.50 in 1 ft L ft A A12.00 ft E 1920 in H Aft ft K [Aft D in G 0.50 ft J W 750.00 (ft2) Dispersal Cell Area 1543.45 (ft2) Basal Area Available 10.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1 /10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.59 (ft) H G I F - 100.30 (ft) Lateral Dispersal Cell 99.80 (ft)-♦ Invert Dispersal Cell Elevation : E D 98.80 (ft) Contour Elevation 6.0 % Site Slope Geotextile Fabric Cover T Dispersal Cell See lateral details on Shading Key 'a Q. - ;7 T 11 [ Topsoil Cap c a 1.5 ft Page 4 for number, size, T and spacing of laterals. 2Q Subsoil Cap a c 0 / © ASTM C33 Sand i9 Laterals are equally m 0 Typical Lateral F spaced from the :5 .5 ft Tilled Layer w distribution cell's © Aggregate o centerline in the A ♦ distribution cell (AxB)- Project: HILLVIEW DAIRY LLC Page 3 of 8 End Connection Lateral Layout Diagram Center the laterals over the A & 6 dimension Turn-up ~ dbatl valve or cteanoutpfug e P AN laterals are identical IE- X 3.1 Holes drilled on the bottom of the lateral S owaft spaced Laterals &forcematn SCh 40 PVC per SPS Table 384.30-6 5 Force main connection via tee or cross to manifold at any point. Number of Laterals 3 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.06 ft Lateral Length (P) 73.44 ft Orifices per Lateral 25 Lateral Spacing (S) 3.33 ft Orifice Density 10.00 fe/orifice Lateral Flow Rate 13.46 gpm Manifold Length 6.67 ft System Flow Rate 40.39 gpm Manifold Diameter 1.50 in Total Dynamic Head 14.61 ft Forcemain Velocity 4.12 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 ----~!ll--- Tank component is properly vented = E- Alternate outlet location Forcemain diameter Weiser Manufacturer 2 in_ _ Ca acit 950.00 Gallons Volume 25.00 gal/inch A _ Weep hole or anti- Dimension Inches Gallons B siphon device A 20.93 523.16 B 2.00 50.00 C ,Pump off elevation (it) _t . C 4.17 104.34 90.91 D 10.90 272.50 D Total 38.00 950.00 Dose tank elevation (ft) 3" Bedding un er tank. 90.00 Alarm Manuaaacturer SJE Rhombus Mote: Switches Alarm Model Number Tank Alert AB containing mercury may not be used in Pump Manufacturer GOULD this system. Pump Model Number PE 41 Pump Must Deliver 40.39 gpm at 14.61 ft TDH Project: HILLVIEW DAIRY LLC Page 4 of 8 Mound Svstem Maintenance and Operation Specifications Service Provider's Name ULBRICHT PUMPING Phone 715-235-0935 POWTS Regulator's Name St. Croix County Zoning Phone. 715-386-4680 System Flow and Load Parameters Design Flow - Peak 750 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 500 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1585 gal Maximum TSS 150 mg/L Soil Absorption Component Size 750 ftz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once eve 3 years Pump and Controls Test once eve 3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2_ Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution` w. Lon Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: HiLLVIEW DAIRY LLC 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 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver_ 2.0 SBD-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 NIA 113, Wis_ Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure- If the filter is equipped with an alarm, the fitter 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 scunn 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 trienrial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank- The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Puma Tank The pump (dosing) tank shall be inspected at least once every 3 years- All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary- Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the 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 round 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 BODS, 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. Continency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component 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 focal POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. s Project: 'it 1 LL.U i eW bA114 - Page 6 of 8 Wastewater- g METERS FEET 4 ..n... PE = - - MODELS: PE31, PE41, PE51 - HP -33,.40,.50 35- 10 - - - _ 2 GPM i 30 PE4} - - - i FT -PE3} - x 25 - Z 20 - D - - a` r _ F ~10 5 - - - 0 0 0 10 20 30 4 .50 60 70 GPM 80 0 5 10 15 m3/h CAPACITY PERFORMANCE RATINGS PE31 PE41 _ PE51 Total Head Total Head (feet of water) (feet of water) GPM (feeTotal Head t of water) GPM 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 E 35 g A1L-NAF-W 0AIP4 LLf_ P~{ 7 of S ' v Page e of.$ Plot Plan PropenY Owner--!!' 1"= 4, Description NL. T'1~ T E` `-a (wept where noted) Leg _ M = B 4op nit ` SEC. 14 T i A ► ~ `F 9 _ N07 P Sc.-~ ci ec o cis N North N r h o } 101, a r Ifl l Dp o 1~ 210&' on. 50, i -ham P"A @ r dI~ u Tl(1~s-t~Nrv VJ 4 .w V _ r; N1oP j --pro esJ~ -pro tse o 'To ~ ~ ,«~re - 1pJ1~ s r 7 •25 Site Location sr_ ST. CROIX COUNTY SEPTIC TANK NrM~E:B AGREMAENrr AINOVINMERSHIF Cl;RTEICAT'# N FORM 0 -A,n=Suyer L/L -e U-,/ AD 41 1" )J L L N L G } (VerMca*on in am¢ Pbabg & Zming Dot for =v omstrumm) ' City/State Parcel Identification Dumber DC`TZTC3 1Propevy Locado x -z).f-1!a , ~ , Sec. / , T 2LV Rj jW, gown of Subdivision Plat Lot Certified Survey Map , Volume . Page # Wa ty Dead Tr (before 7)Vol e Agee leg Spec hoarse 0 yes 1 no Lot lines time 0 yes a w SYSTEM MARaL ANQ ADD OWNER ATION improper use and mainbenaace of your sapdc system could resat in its preaaatiire failure to .trandle wastes. Yroper maintenance consists of pumpfng out the septic tank every three years or sooners if needed, by a licensed Pumper- %at you put into the system CM aged the ation of the septic t=k as a Treatment stage m the *,a&u disposal s3um 4wna mamtenance responsi es are specMisd in §SPS. 38352(1) and in Chap er 12 - St Crobc Coutity Saniray ©rcliuazacc. The property owner agrees to submit to SL toix Cointy Ptaming & Zoning Deparrmcttt a c ozt ft►zm, si~ued by the owner and by a master pltnnber joume. man phimbex, restricted phrmber or a licensed pumper verifying that (1) the em-sits wastewater disposal system is in proper opting condition aad/or (2) afrtw inspection and pumping (sfnecessary), the septic lank is less than 113 5rkl of sludge. Fwe, the underd-p ed have read the above requirarnents and agtft to nmultam the Private sewage disposal system with the sua dw-ds sex fads ham, as set by be Daparttn= of Safty And PrOhmaeaal glees and the Depmumu o#1 1, Rte, Slats of W ° Cm a=W s3aft your septic system bas h must be complelted and remi ned to the Sty Croix Ccauwy P & Zt WI&M 30 d21S ofthe,t Uwe certify that all sratramts on dais f%m are true to the best of mylotrr knowledge. Uwe amlare iiie owner(s) of the property described above, by virtue of a waxra~rtl= r= rrded is Register of Deeds Office. Number of bedrooms SSG. 9TT3 OF A2'PL%CA~S~) DATE AMy information that is sented may result m the ~ PFe pit beix~s revokad by the Plam=g $t ZMdag Departmerti. Include with this application a recorded watta =7 dwd from the Register of Dees Office and a copy of the certified survey map if reference is made in &a wan-anty deed. WisconsR OMd Professional Services ' Division o-f Industry Services MAR 27 2.011 vv1a. 0-r"L-Wr I$WEs INL, vW. Page 1 of 3 ST. CROIX COUNN in accordance with SPS 383, Wis. Adm. Code Atta j N"P n PpNFNT County ST. CROIX gaper not less than 8 1!2 x 11 inches in size. Plan must inch ut not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. (PEN G) percent slope, scale or dimensions, north arrow, and location and distance to nearest road. - } . Please print all information. Revie by D;-5,h e Pers onal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 7 Property Owner Property Location O E] HILLVIEW DAIRY LLC Govt. Lot SE 1/4 Nil 1/4 S T 31 N R 19 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name M M# 324 230th Street (Pending) City State Zip Code Phone Number ity Village Town Nearest Road Somerset, WI 54025 ( 651) 245 - 5619 45th Street New Construction UseE] Residential / Number of bedrooms 5 Code derived design flow rate 750 GPD © Replacement Public or commercial - Describe: Parent material loess over outwash till Flood Plain elevation if applicable N ft• General comments Mound System 1.0 ft. sand fill 0.6 loading rate and recommendations: (0-6" frost) 1❑ Boring # 11 Boring pit Ground surface elev. 97.50 ft. Depth to limiting factor 30 in. r*Eff#l lition Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#2 1 0-15 7.5YR2.5/2 - sil 3f-msbk mfr as 2vf-co 0.6 0.8 2 15-30 7.5YR4/4 sicl 2fabk mfi cs Ivf--m 0.4 0.6 3 30-40 7.5YR4/4 m2d7.5YR4/6&IOYR6/2 sicl If-mabk mfi 0.2 0.3 some cobs. ❑2 Boring # ® Boring 96.20 24 Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 1 0-16 IOYR2/2 sil 2fabk&gr mvfr cs 2vf-co 0.6 0.8 2 6-24 I0YR4/3 sil 2f-msbk mvfr es 1vf--m 0.6 0.8 3 24-30 IOYR4/4 mid IOYR4/6&IOYR6/2 sicl If--msbk mfi 0.2 0.3 cobs/stone Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) S2nty-k C T Number MARY JO HUPPERT Hollister's Soil Testin &Desi n AZ 224832 Address ate valuation n ed Telephone Number 28497 King Arthur's Court, Danbury, WI 54830 03 - 22 - 2017 715-426-1775 SBD-8330 (RO7 13) f Plot Plan page 3 of f 3 property Owner LLC-- except where noted) Legal Description -A e9L. k- D.,. l-l..w., rit North t+ t i ~~-CJs ~ c rte; ~f t~R 1~1-rte OA ~ f ~ {~C M Em 7°tR Site LocatioX)- 'Sev- f r , v Fit may" 'm.Y 16. F Agm~ 4. e1^, .t ool r„ q Imo ..aE ~ m D m~ m ~ N ym N tl' ~y U ~ Meg O 0 8