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HomeMy WebLinkAbout032-2017-95-100 . Croix Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St Safety and Building Division Sanitary Permit No: INSPECTION REPORT 600280 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 301 7258 Permit Holder's Name: City Village Township Parcel Tax No: STONE & LEAF LANDSCAPING TOWN OF SOMERSET 032-2017-95-100 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 05.30.19.536F TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header/Man. Aeration Dist. Pipe Holding Bot. System Final Grade PUMP/SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number L TDH LTL Friction Loss System Head TDH Ft Forcemain ngt 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 eader/Manifold Distribution Ix Hole Size x Hole Spacing Vent to Air Intake Pipe(s) rLengt Dia Length Dia Spacing h SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil F Yes C No Yes ,u No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 465 CTY RD VV 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? Yes No Use other side for additional information. J Cert. No. Date Insepctor's Signature SBD-6710 (R.3/97) cl t Y County Safety and Buildings Division St. Croix "r RECEIVED 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) N ~N Madison, WI 53707-7162 6P/1A : 0MMl1~YWWPWffilt Apt G7E2NNN7SPP8J Slate Transacct~i~on Number in accordance with SPS 383.21(2), Wis. Adm. Code, submission of this corm to me appropriate governmentai unit I 1~ ~_,s 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 Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(l )(m), Stats. Same.1 LAP5, elv ~ w V V, 1. Application Information - Please Print All Information Property Owner's Name Parcel # Stone & Leaf Landscaping - Brooks Lockwood & Bob Bosworth 032-2017-95-100 Property Owner's Mailing Address Property Location Govt. Lot Co. Rd. VV SW/4, NE _'v4, Section _05_ City, State Zip Code Phone Number - (circle one) T 30 N; R 19 For W Somerset, WI 54025 (715) 977-2890 11. Type of Building (check all that apply) Lot # Subdivision Name ❑ I or 2 Family Dwelling - Number of Bedrooms ~}lA Na Block # Na ❑ Public/Commercial - Describe Use Landscaping facility y..------~. Na ❑ city of ~~it7 ft CSM Number ❑ Village of ❑ State Owned Describe Use f 4,cr<Clle X-Town of Somerset III. Type of Permit: (Check only one box on line A. Complete line B if applicable) rB.T11ePermit, -New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) &4 1 0 lib List Previous Permit Number and Date Issued Renew al ❑ Permit Revision Change of Plumber ❑ Permit Transfer to New fore Epiration Owner IV. Type of POWTS System/Component/Device: Check all that apply) ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade FT_(VTound > 24 in. of suitable soil Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dispersal/Treatment Area Information: Polyt,ok PI, 525 effluent filter L337.50 Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation ' 1.0 gpd/sq.ft. ASTMC-33sand 102.32' at 9" above Gpd 0.6 gpd/s .ft. native soil 562.50 sq. ft. 915.78 Sq. Ft.' 101.57' contour VI. Tank Ir►1o ill' Capacity in Total # of Manufacturer Gallons Gallons Units cd U U U N c3 Cd 7 y F7 y p New Tanks Existing Tanks ~ f~ ;17~~••- f--~' ~ ~ N ~ ~ ~ ~ Septic or Bolding Tank 840 0 840 1 Wieser Concrete X Dosing Chamber 500 0 500 1 Combination ST/PC X VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number William Schumaker 7 MP 227990 (715) 386-2131 Plumber's Address (Street, City, State, Zip Code) 1070 Scott Road, Hudson, WI 54016 VII Count /De artment Use Only Permit Fee Date Is ed Issuing nt Signature PProved $ 6 ~a /7 / O iiven Reas for Denial u . I t~~ IX. Condi'4~ '/!Witle~yllReasons for Disapproval 1n )e IVQ Gr 1 uC Y v 1. rte -tank, Et}ttwr9t like, t rif n shall P cii5pe' n cell nut all as per +niar:agement plan c rlwntJer• ` i 2 14~) ,setback rest arnt~ents entrst b~ rt, k';Ed J t / as per rXicrbill c46:1,;.dT0jlCSa~. {i ; Attach to complete plans for the system and submit'TheCo4uoffv o dimpe t t/Z~c 1 inches ip §Jjei(, SBD-6398 (R.11/I1) f'11'I~/°'~o G~ Kki~/0 ~ C ~ ~ SOi/Q✓4~ait+~•O~~d:$ a 4o fe-- d 4 s ►,ed~Zde s~yl n el~{'f; Sep, A4,44. oe--oeA `a N V4.40 61 i B3 OVI/ i 13~rr -~.r i 6 di P~apoxd (J ~iLs+r Gn~tPvEe ryd S64 Xe' sSuwtcd W.69,4/5'00 -Ott Npn.b..►a~rin e/ed. = /oD.oO'~96X~'J r► sep6:c/Pum~O f e 3 P%r,(.s,CP,C-szst~FF/uw.t 3 /6vat S.TOwEIA,6. V " Ole O-t P ,$•~O/wl (,vi.~~I = 93./ `x'(95/.0"-~. _ Force WVU-. R It uE &:L 970 r 1 d w ~.,-0.d. Gw be 69 S's o ~ - ~ P~oPos~.d o~~ E I, c Shp i . ~~~RT~rF,;yT DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 n GREEN BAY WI 54304-5211 Contact Through Relay ~s P S http://dsps.wi.gov/programs/industry-services www.wisconsin.gov AkcF~ssioNA~ Ole Scott Walker, Governor Laura Gutierrez, Secretary November 09, 2017 CUST ID No. 227990 ATTN: POWTS Inspector WILLIAM C SCHUMAKER ZONING OFFICE SCHUMAKER PLUMBING ST CROIX COUNTY SPIA 1070 SCOTT RD 1101 CARMICHAEL RD HUDSON WI 54016-7302 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/09/2019 Identification Numbers Transaction ID No. 3017258 SITE: Site ID No. 844124 Stone & Leaf Landscaping Please refer to both identification numbers, 645 Cty Rd V V above, in all correspondence with the agency. Town of Somerset St Croix County SE1/4, NEl/4, S5, T30N, R19W FOR: Description: Commercial Mound-New Construction Object Type: POWTS Component Manual Regulated Object ID No.: 1732966 Maintenance required; 338 GPD Flow rate; 27 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); Commercial System, 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: Key Items- POWTS Design Approval • This system is to be constructed and located in accordance with the approved plans, the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD-10691-P(N.01/01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0" SBD-10706-P (N.01/01). • Fence off dispersal area prior and during construction to protect and 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 0 system (POW 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. S' WILLIAM C SCHUMAKER Page 2 11/9/2017 • 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, 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. • Provide surface water diversion around the treatment tanks and mound dispersal component. • The owner is responsible for the operation and maintenance of the private onsite wastewater treatment system (POWTS) in accordance with SPS 383 and the approved management plan • The owner of a POWTS shall be responsible for ensuring that access opening covers remain locked or secured except for inspection, evaluation, maintenance or servicing purposes. • Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Provide a copy of the approved POWTS plans and this letter to the owner. 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/ instal Iation/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 Diaz[-Nessee shall provide a copy of this letter and the POWTS management plan to the owner and any thets whof 'r resp _nsible for the installation, operation or maintenance of the POWTS. S merely, ' Fee Required $ 250.00 Fee Received $ 250.00 f f Balance Due $ 0.00 t u k $ Finger `01 POWTS Wastewat Spist , Division of Industry Services WiSMART code: 7633 (608)574-11,&!9 -f 7:OOAJM - 3:45PM mark. finger@wisconsin.gov cc: James K Thompson , Ace Soil & Site Evaluations (Plans Mailed To) Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm Bosworth & Lockwood LLC f MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Stone & Leaf Landscaping - Commercial Mound Owner's Name: Brooks Lockwood & Ben Bosworth Owner's Address: Property Address: 645 Co. Rd VV, Somerset, WI 54025 Legal Description: SW1/4 NE1/4, Sec. 05, T.30N., R.19W. Township: Somerset County: St. Croix Subdivision Name: Lot Number: Block Number: Na Parcel I.D. Number: 032-2017-95-100 Plan Transaction No.: ;INE)ITIONALLY ROVED ~lO Page 1 Index and title t 0 SAFETY Page 2 Data entry `1905 Page 3 Mound drawings Page 4 Lateral and dose tank r Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications - " Page 8 Mound Site Plan „ y - Page 9 Final Grading Site Plan Page 10 Project overview & Daily Flow Calculations ' 41age_.1.1. Soil evaluation feport--_ Designer: Bill Schumaker License Number: 227990 Date: 10/19/17 Phone Number: (715) 386-3121 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01, R. 11/12), 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, R. 10/12) Version 7.0 (R. 11/12) Page 1 of 11 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 225.00 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. 337.50 Design Flow (gpd) 6.00 Site Slope , 101.57 Contour Line Elevation (ft) 27.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 67.50 Dispersal Cell Length Along Contour (ft) = 5.00 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 2.50 Lateral Spacing (ft) If N above, enter the elevation (ft) 2 Number of Laterals of the highest point. F~ 0.156 Orifice Diameter (in) 2.00 Estimated Orifice Spacing (ft) = 4.96 ft2/orifice 2.00 Forcemain Diameter (in) 150.00 Forcemain Length (ft) Does the forcemain drain back? Y 85.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 24.47 Forcemain Drainback (gal) 16.82 Vertical Lift (ft) 60.56 5x Void Volume (gal) , 4.20 Friction Loss (ft) 85.02 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 36.62 System Demand (gpm) 25.57 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 508.26 Total Tank Capacity (gal) 840.001 Septic Tank Capacity (gal) 43.00 Total Working Liquid Depth (in) Wieser Concrete Manufacturer 11.82 gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 508.26 Dose Tank Capacity (gal) PolyLok Filter Manufacturer 11.82 Dose Tank Volume (gal/in) PL-525 Filter Model Number Wieser Concrete Manufacturer Project: Stone & Leaf Landscaping - Commercial Mound Page 2 of 11 r Mound Plan and Cross Section Views T 1/10 B . J *--t Observation Pipe - K T♦ A . W I - { . B 16 -F L Mound Component Dimensions A [A9. ft E 12.60 in H 1.00 ft K 8.08 ft B ft F 9.50 in z 8.57 ft L 83.65 ft r D in G 0.56 ft J 5.19ft W 18.76 ft 337.50 (ft2) Dispersal Cell Area 915.78 (ft2) Basal Area Available 5.00 (gpd/ft) Linear Loading Rate 6.75 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 104.11 (ft) ► . 102.32 (ft) F Dispersal Cell 102.82 (ft) Lateral Invert Dispersal Cell i Elevation D .Q. i4i a~ 101.57 (ft) Contour Elevation 6.0 % Site Slope Geotextile Fabric Cover Shading Key a Dispersal Cell r ~ See lateral details on 0 Topsoil Cap a o 1.5 ft Page 4 for number, size, c Subsoil Cap w o and spacing of laterals. © ASTM C33 Sand a Z , ; F Laterals are equally s 0.5 ft Typical Lateral spaced from the Tilled Layer c distribution cell's © Aggregate o r f ,x centerline in the 0- A } distribution cell (AxB). Project: Stone & Leaf Landscaping - Commercial Mound Page 3 of 11 End Connection Lateral Layout Diagram I aterals eemored over t A & B dimension • = Tura-up vdbaall valves or c eanoutplug P All laterals are Went" Holes d6fiedon4k*bottcwno# the lateral U40V rea l Foxic, lT4h O rt ion via top or c4oss to maniold at :a u l aint E. er irefogrcem irl Sch 40 PVC pSPS To 430-6 Number of Laterals 2 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.00 ft Lateral Length (P) 66.00 ft Orifices per Lateral 34 Lateral Spacing (S) 2.50 ft Orifice Density 4.96 ft2/orifice Lateral Flow Rate 18.31 gpm Manifold Length 2.50 ft System Flow Rate 36.62 gpm Manifold Diameter 1.50 in Total Dynamic Head 25.57 ft Forcemain Velocity 3.74 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 -1- Tank component is properly vented E - Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer 2 in. Capacity 508.26 Gallons -r Volume 11.82 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 21.81 257.76 B 2.00 23.64 C P♦ ump off elevation (ft) C 7.19 85.02 -t 86.00 D 12.00 141.84 D Total 43.00 508.26 IF J Dose tank elevation (ft) 3" Bedding un er tank. 85.00 Alarm Manuafacturer SJ Rhombus Note: Switches Alarm Model Number SJE 1011421 containing mercury _ may not be used in Pump Manufacturer Goulds this system. Pump Model Number WE05H Pump Must Deliver 36.62 gpm at 25.57 ft TDH Project: Stone & Leaf Landscaping - Commercial Mound Page 4 of 11 Mound System Maintenance and Operation Specifications Service Provider's Name Bill Schumaker Phone (715) 386-2131 POWTS Regulator's Name St. Croix County Zoning Dept. Phone (715) 386-4680 , System Flow and Load Parameters Design Flow - Peak 337.5 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 225 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 840 gal Maximum TSS 150 mg/L Soil Absorption Component Size 337.5 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 every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, r 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: Stone & Leaf Landscaping - Commercial Mound Page 5 of 11 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, R. 11/12), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01, R. 10/12)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter 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 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 BOD5, 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 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 local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project: Page 6 of 11 M/GOULDS PUMPS Submersible Effluent Pump 3885 PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. ' APPLICATIONS ■ Shaft: Corrosion-resistant Single phase: ■ Bearings: Upper and Specifically designed for the stainless steel. Threaded • Built-in overload with lower heavy duty ball bearing following uses: design. Locknut on three phase automatic reset. construction. • Homes models to guard against • All single phase models ■ Power Cable: Severe duty • Farms component damage on feature capacitor start rated, oil and water resistant. • Trailer courts accidental reverse rotation. motors for maximum Epoxy seal on motor end • Motels ■ Fasteners: 300 series starting torque. provides secondary moisture • Schools stainless steel. •'/3 and 'A HP- 16/3 SJTOW barrier in case of outerjacker • Hospitals ■ Capable of running dry with 115, 208 and 230 Volt damage and to prevent oil • Industry without damage to three prong plug. wicking. Standard cord is 20 • Effluent systems components. • /4-2 HP- 14/3 STOW with Optional lengths are available. bare leads. Designed for continuous Three phase: ■ 0-ring: Assures positive SPECIFICATIONS operation when fully • Overload protection must sealing against contaminants Pump submerged. be provided in starter unit. and oil leakage. • Solids handling capabilities: •112-2 HP -14/4 STOW with maximum. MOTORS bare leads. AGENCY LISTINGS • Discharge size: 2" NPT. ■ Fully submerged in high- ■ Designed for Continuous • Capacities: up to 140 GPM. Operation: Pump ratings are grade turbine oil for lubrication • Total heads: up to 128 feet and within the motor manufacturer's Tested 7 efficient heat transfer. csA zz.2 l0 a Standards TDH. recommended working limits, " By Canadian Standards • Temperature: ■ Class B insulation, can be operated continuously C us File #LR3 Ass LR3 tion 104'F (40°C) continuous without damage when fully 8549 140'F (60°C) intermittent. submerged. Goulds Pumps is ISO 9001 Registered. • See order numbers on reverse side for specific HP, METE4RoS FEET ! voltage, phase and RPM's r 130 WE15HH SERIES 3885 available. 35' 120 _ SIZE: SOLIDS RPM: 3500 & 110. 1750 100 WE20H -►SGPM - - FEATURES w ZS 90 WE15ft _ .7 ■ Impeller: Cast iron, semi- ° open, non-clog with pump-out 80 wEroH vanes for mechanical seal 70 - a 20l FoH protection. Balanced for z r 60 smooth operation. Silicon wE05 y a bronze impeller available as o 5 E05H - - - - an option. 10L 40 - - _ - ■ Casing: Cast iron volute type ?557 30 WE03M for maximum efficiency. TD I 20-WE03,L_ - 2" NPT discharge. - ■ Mechanical Seal: SILICON 0'- 0 io zo 30 4o so o io ~ao 9 - - CARBIDE VS. SILICON o 0 100 110 120 130 140 150 t b0 GPM CARBIDE sealing faces. 0 5 10 15 z0 ---25 30 --35 -m3/hr Stainless steel metal parts, CAPACITY BUNA-N elastomers. 3~.~2~Prt.at,~;~ra•..suaPly•'4~~d Goulds Pumps 2002 Goulds Pumps ITT Industries Effective October, 2002 www.gouids.corn 83885 5CAIV /SS~zo , wtisE/o~L:Kc ~ ~a~~+d 0 § b Sane- e11K I I GrSLaawcod ~4 erg 17os"~O'~ ~ i ~ b o~ R. r9u>., T . o{.S~.nusc~E 7 -Z 0 7 zYe4•yo Ale-,O;/m. a d kd. 'VI/ Urn- Al Vi I r ..2"5a. J ° Pro ox.cf c..~,~eser Gne~vE~ ry%d /e+~ Sfxt ~ sSUwcG~ ~ ~ wBSIO/5'oo-MQ ~a+b,'na~'c+, , e/ed. _ /oO.oD ~96~9 ~ ~ ~ septic/Punt~o ~a~++t!u~' E owes a de 0-1- „ ~ r%l~owf o fl++ Sao%ri. W~~ r'e~e~~cvi dwf~e~ = PA t(ys/. o Force- wvu-K eI-e ?701 P~oPosc.d o~'ce E x 5~ I I I m z U) X D D as qZ0\ z D' ~oz O D G); Z -072 p : ~pO NC) C• .0 91 o N ' • x 67, 'CAA- 01 L Z- 01 C~3 J 4 O - O O 00 G) 27G) 0 r m~ ~G) 00 m • t i i , , s , Z ~ l I • cn k i V11 Project Overview, Daily Flow & Septic Tank Sizing Calculations JOB DESCRIPTION: Proposed Stony & i.cafl.]Hdscalril! FaC ilit.. [3u~~i;c~, }plan indi<<itcc :ij7 u, I(i i1~li iin~c and-~ part time employees, with limited retail estimated at 5 customers/day. Facility will contain two floor drains, one unisex bathroom with shower and no kitchen facilities. A garage floor drain will receive only cleaning water and will not be plumbed into the POWTS. Effluent quality anticipated to comply with standards enumerated in SPS 383.44 (2)(a). See Management Plan for initial testing of effluent quality. ABSORPTION AREA SIZING: f 1. Total daily wastewater flow: = 300.00 God (10 employees, all shifts) (13 gal. / employee) = 130.00 gpd (4 Showers)(10 gal./shower) = 40.00 gpd (5 retail customers)( 1 ) = 5.00 gpd (1 floor drains) (25 gal. / drain) = 25.00 gpd Total daily estimated wastewater flow = 200.00 gpd Total daily design flow = (200.00)(1.5 conversion factor) = 300.00 gpd SEPTIC TANK CAPACITY: 1. Design wastewater flow = 300.00 Gpd 300.00 gpd/ 75 gpd = 2.56 gpd person equivalency 2. Minimum required capacity: 435.35 Gallons (300.00) + (11.61 x 3* x 2.56) + (46.77 x 2.56) = 400.90 *(Requires a three year maintenance cycle) (300.00)(2.088 "magic number = 626.40 gallon capacity required on 3 year maintenance cycle. 3. Proposed septic tank Capacity & Manufacturer: 700/300 gal. Wieser Concrete Combination S T /P C 4. PolyLok PL-525 effluent filter to be installed at septic tank outlet. Pg. 10 of 1 l ' Stone & Leaf Landscaping - Commercial Mound POWTS Index & Title Sheet Project Name: Stone & Leaf Landscaping - Commercial Mound Owners Name: Brooks Lockwood & Bob Bosworth Owner's adress: 645 Co. Rd. VV, Somerset, WI 54025 Site address: Same Project Location: Subdivision: Na Legal Description: SW1/4 NE1/4, Sec. 05, T.30N., R.19W., Town of Somerset St. Croix Co., Wl. Parcel ID 032-2017-95-100 Page 1 Index and Title Sheet Pa~- State Approved M4 und'aesign Page 3 Septic/Pump-1711k Cross Section Page 4 Effluent Filter Cross Section Page 5 Septic Tank Maintenance Agreement Page 6 Warranty Deed Mater Plumber Restricted Service: Bill Schumaker, Dep't. of Safety & Professional Services Credential 4227990 Signature: Date: ZZZ K. , Page I of 6 Design pursuant to In-Ground Soil Absorption Component Manual for POWTS, version 2.0 SBD-10705-P (N.01/01:R.10/12) ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Stone & Leaf Landscaping - Brooks Lockwood Mailing Ad4h -646-Co. Rd. V V, Somerset, WI 54025 Property Addt~ss 645 Co. Rd. V V, Somerset, WI 54025 (Verification required from Planning & Zoning Department for new construction.) C' City/State} J~ t~ "AL Parcel Identification Number 032-2017-95-100 LEGAL DESCRIPTION Property Location SW '/4 N E '/a Sec. 05 T 30 N R 19 W Town of Somerset Subdivision Plat: Na Lot # Na Certified Survey Map # Na 'Volume Na Page # Na Warranty Deed # (before 2007)Volume Page # . Spec house 11yes[ao Lot lines identifiable ElyesOno SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §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, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of 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 this for are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Na Number of bedrooms SIGNATURE OF APB r rr A N-i(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 04/12) ~S~T'a~1? - arc ,s Departm OC SOIL EVALUATION REPORT #184 P $ , in accordance with Comm 85, Wis. Adm. Code Page _ 1-of - 4 Profe a ServiC6S Schmitt Soil Testing, Inc. Attach complete site plan on p~g not I~ a County St. Croix include, but not limited to: vertical J.1$NH72W percent slope, scale or dime--#- rf~ f EVAD0 Parcel I. _4 03_2_- 1_7_-9 -100 _ Print all information. Revie d By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 7 Property Owner Property Location f Stone & Leaf Landscaping Govt. Lot W1/4, E1/ S5, T30N, R19W . l f Property Owner's Mailing Address Lot # Block # Subd. Name CSM# P.O. Box 508 NA City State Zip Code Phone Number City Village Town Nearest Road Hudson WI 54016 Somerset Cty Rd W New Construction Use: Residential ! Number of bedrooms _ Code derived design flow rate GPD Replacement Public or commercial - Describe: Parent material Glacial Till (Amery Series) Flood plain elevation, if applicable NA ft. General comments Area is suitable for a mound system. System elevation is 102.32' based off a contour line established at 101.57'. Slope of area is and recommendations: 8%. Depth to limiting factor is 27". 2~ x Boring # F-11 Boring Pit Ground surface elev. __102.30__ ft. Depth to limiting factor Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD_/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. E "Eff#- _ 'Eff#2 1 0-9 10yr3/3 none sl 2mgr mvfr as 2f,2vf 0.6 1.0 2 9-22 10yr5/4 none grsl 2fsbk mfr gvv 2f,2vf 0.6 1.0 3 22-29 7.5yr4/4 none grsl imsbk mfr gw 0.4 0.7 4 29-32 5yr4/4 m2d 7.5yr6/6 sl imsbk mfr cs 0.4 0.7 7.5yr6/2 - 5 32-66 5yr4/4 m2d 7.5yr6/8 sl Om mfi 0.2 0.6 7.5yr6/1 Boring # Boring - Pit Ground surface elev. 101.90 ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 `Eff#2 1 0-10 10yr3/3 } none sil 2mgr mvfr as 2vf 0.6 0.8 2 10-16 10yr5/4 none grsl 2fsbk mfr gw 1vf 0.6 1.0 3 16-28 7.5yr4/4 none grsl imsbk mfr gvv 0.4 0.7 4 28-72 5yr4/4 m2d 7.5yr6/8 sl Om mfr 0.2 0.6 7.5yr6/1 Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <-150 mg/L " Effluent #2 = BOD5 <30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 6/13/2017 715-760-1978 SBD-8330 (8.07100) Property Owner Stone & Leaf Landscaping Parcel ID # - 032_2017-95-100 Page _ 2 of 4 Boring 3, Boring # Pit Ground surface elev. 100.20 ft. Depth to limiting factor 11 27 In. Soil Application Rate Horizon Depth I Dominant Color Redox Description Texture I Structure Consistence acrundary Roots GP_D_/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~*Eff#l 'Eff#2 1 0-10 10yr3/3 none sil 2mgr mvfr as 2vf 0.6 0.8 2 10-27 10yr4/4 none grsl 2msbk mfr gw 2vf 0.6 1.0 c2d 7.5yr6/8 - - 3 27-32 7.5yr4/4 7.5yr6/2 grsl imsbk mfr gw 1vf 0.4 0.7 4 32-45 5yr4/4 m2d 7.5yr6/6 sl Om mfi cs 0.2 0.6 7.5yr6/2 m2d 7.5yr6/8 - - - - - - 5 45-92 10yr5/3 sil lmsbk mfr - 0.4 0.6 - - - - -?ayr6L2 Boring o Boring # ft. Depth to limiting factor 30 in. pit Ground surface elev. Soil Application Rate Horizon Depth I Dominant Color Redox Description I Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 1 0-11 10yr3/3 none sil 2fsbk mvfr as wvf 0.6 0.8 2 11-19 10yr5/3 none sil 2msbk mvfr gw 1vf 0.6 0.8 3 19-30 7.5yr4/4 none vfsl imsbk mfr gw ivf 0.2 0.6 4 ~30-43 5 4/4 - ~ - - m2d 7.5yr6/6 y 7 5yr6/2 s imsbk mfr gw 0.2 0.6 m2d 7.5yr6/8 5 43 68 10yr5/3 S" imsbk mfi 0.4 0.6 Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD_/_ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 2211 _`Eff#2 - - - - - - - I i i Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-83 ;0 (R.07/00) Schmitt Soil Testing, Inc. Page 3 of Conducted bv: Conducted For- Schmitt & Sons Excavating, Inc.. Name: Stone & Leaf Landscaping rt.------+- Thomas J. Schmitt, CST 227429 Address: P.O. Box 508 - 586 Valley View Trail City, State, Zip: Hudson, WI 54016 Somerset,Wl 54025 Phone: 715- 6 -1978 PID: 032-2017-95-100 Signatur Lot No. Date Legal Description: SWIA NEIA S5 T30N R19W r M Backhoe Pit Township, County: Somerset, St. Croix County t ♦ Bench Mark 1 El. 100.00' Top of 1" steel Line Pt. Pipe I I 0 Bench Mark 2 El. 103.92' top of 2" PVC pipe - -r _ Slope= 8% Scale 1"= 60' Contour Line El. 101.60' Contour Line Length 7S'" T _ 9 - NOTE: For full view of Lot see Aerial Photo (Page 4 of 4)_ I , , ~ I , t t- t- , , I I I I I/ i - - - - - - - t a G off" - Noa /67' aM~ yo si' MI T~~43 ~~NF PT P► pr' 1 f , { it% AWAII o o ~d G N N N A N O .60 E 6 O N d d N ry ~ N N Q O y U G V N L N N L C C m ~S f N L N V ~O 9 C X V A N t S O O) a T _ N d J ¢ d C N O O N N S U d K tD d U U U' (0 O N O N U R (4 O p N o m o N H N ` U) r v > (n r) O c (n v K K w U 3 3 0 v Lu6 N <m° a Q o C) cnmo ~ U r Nil l ~,o poo i ~A y s z.~ are t Ao~ y i u ak f 31 a r voo x h 174 0