Loading...
HomeMy WebLinkAbout032-2064-30-100 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 605037 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 3104903 Permit Holder's Name: 7 City Village Township Parcel Tax No: Mary Kaye TOWN OF SOMERSET 032-2064-30-100 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 7-- 18.30.19.754D TANK INFORMATION ELEVATION DATA • q6 jcq,16 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Lt 7 (fU Benchmark Do f OK y i Alt. {l J~7 lQ(r~3. V V IAJ Kmk Aeration- " - . Bldg. Sewer Holding St/Ht Inlet , 3 Qy.O I St/Ht Outlet TANK SETBACK INFORMATION `T 7 , & TANK TO P/L WELL BLDG. Vent Air I e ROAD Dt Inlet Septic •'7? 1 Dt Bottom Dosing TT C Header/Man. 1~~~ 6~• Ae Dist. Pipe H Bot. System • ra ~R/ Final Grade PUMP/SIPHON INFORMATION I a3•°~ Manufacturer /f Demand St Cover Y U3+O Model Number Lei TDH Lift , Friction Los System Head 3 TDJ-i Ft / (O~ /'1 Forcemain LengtlL _ I Dia. ' A Dist. to well t - r SOIL ABSORPTION SYSTEM BED/TRENCH Width 1 ( Len th ] No. Of Tre PIT DIME IONS No. Rf Pits_ Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: AMBER OR CH INFORMATION 17a Type OfSt [3q , ' - UNIT Model Number: i DISTRIBUTION SYSTEM Header/Manifold f ,7~' D Leistribution T~ x Hole Size x Hole Spacing Vent t it Inta ~ ' (s)(~ / ✓ u I ~ ~ LDia Length ~ ( Dia SPacing . I 03 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over ix x Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center 1 Bed/Trench Edges Topsoil ( n Yes No Yes COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: FY 6. a,4 7-3 -IF Location: 352 150TH ST T` e c'✓f~ ' 0 1.) Alt BM Description = Y^ C'•~ 2.) Bldg sewer length ~ G)C~i e8 - amount of cover Plan revision Required? ❑ Yes ❑ No Ilk IUse other side for additional information. 7 S - ` ° - - l Date Insepctor's Signature Cert. No. SBD-6710 (R.3/97) f;vE?~RruT l D ~SA County Industry Services Division St Croix P S JUN 0 5 2018 1400 E Washington Ave Sanitary Permit Number (to be filled in by Co.) P.O. Box 7162 x Madistn, WI - 3707- 62 {ohA~` ' St. Croix county L4~ 77 Co nity eve - rmlt App1icatio State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit 3104903 is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for second Project Address (if different than mailing address) purposes in accordance with the Privacy Law, s. 15.04 1 m , Stats. 352 150th Ave Somerset, WI 54025 1. Application Information - Please Print All Information Property Owner's Name Parcel # Mary, Kaye 032-2064-30-100 19- Property Owner's Mailing Address Property Location 352 150th Ave Somerset, WI 54025 Govt. Lot SW '/4, SW 1/4, Section 18 City, State Zip Code Phone Number circle one) Somerset, W1 54025 T 30 N R 19 E o4 H. Type of Building (check all that apply) # ❑ 1 or2 Family Dwelling-Number of Bedrooms 3 4 Subdivision Name N/A El Public/Commercial - Describe Use Block # ❑ City F1 State Owned - Describe Use Village / CSjvI Numbe ❑ of a t~ • 446vi J 15-7-7 ® Town of Somerset Ill. Type of Permit: Cfieck only one box on tine A. Com Iete tine li if a ticab p,Ap r A. ❑ New System ® Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System/Component/Device: Check all that apply) v C IV r ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ® Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment evice (explain) V. Dis ersal/Treat nt Area Information: aC 10 /r Design Flow (gpd) Design Soil Applicatio Dispersal Area Re tred (sf) Dispersal Area osed (sf) System Elevat n 450 Rate(gpdsf) 750450.10 0.60 ZZ_ 102.20 7 VI. Tank Info Capacity in c~ Gallons Total # of Manufacturer w U Gallons Units 4 Pa ) a a U New Tanks Existing Tanks ` i ~ n wC7.5 Septic or Holding Tank 1000 1000 1 Wieser C ncrete ® ❑ ❑ ❑ Dosing Chamber 650 650 1 Wieser Concrete ® ❑ ❑ ❑ ❑ VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plus S' ature • MP/MPRS Number Business Phone Number John Schmitt r'~!7~? 223760 715-760-0468 Plumber's Address (Street, City, State, Zip Code) 616 15011 Ave Somerset, WI 54025 VIII. unt /De artment Use Only Approved tsapproved ~ Permit Fee Dat Is Issuing ent Signat e vv even Reason for Denial $ 76 • 4 IX. Condibi E"AtasReDisapproval r , r:a cell must all be v-,,%Ips 'r it~'-e~ •l J ~!1 t m per i wAgement plan p! u sided by ilumbe. R`ot n t,.J' tr ueo ~21 2. /111 ~ adln w 1',d M.ll`,E (JIQ~ 7 ~ /K- 40, as per rpFiic~IW3 cadt !~Minala~ialc. Attach to complete plans for the system and submit to the Coun tkfinly on paper not less than 81/2 x I I inches in size SBD-6398 (R03/14) SYSTEM PLOT PLAN Project Name: Kaye 3 Bedroom Mound Design Flow: 450GPD N Attach design flow calculations for Project Address: 352 150th Avenue commercial plans: BM1 Symbol: Ak BM Elevation: 100.00" Pipe Materials /ASTM Standard Scale: 1" = 50' BM Description: Top of existing ST manhole cover Tables 384.30-3 & 384.30-5 p 50 75 100 BM2 Symbot: A BM Elevation: 104.99' 4" SCH 40 PVC ASTM D2665 BM Description: Basement windowsill 2" SCH 40 PVC ASTM D1785 Slope Gradient of Tested Area: (9%) 1 SCH 40 PVC ASTM D1795 12'52 Well Symbol (if applicable) O Notes: 10 Acre Parcel N c J T •C N CL O Q- Shed Shed Existing septic tank and drywell to be abandoned as per code Garage *BM1 B4 Drive \ 2 ell CL 10001650 Septic/dose tanks 3 Bedroom BM2 W1, POLYLOFC-&~5 filter \ ti ~ House J 81 ~ Contour line i 03 El =101.20' / B2 B3 i - - _ / 24.42'x 82.94' Mound 99 i 97 R/W 150th Avenue Page 11 tT~~ DIVISION OF INDUSTRY SERVICES qt 3824 CREEKSIDE LN HOLMEN WI 54636-9466 D* Contact Through Relay F ` http://dsps.wi.gov/programs/industry-services www.wisconsin.gov \ssioNPj Scott Walker, Governor Laura Gutierrez, Secretary May 31, 2018 CUST ID No. 223760 ATTN: POWTS Inspector JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 616 150TH AVE 1101 CARMICHAEL RD SOMERSET WI 54025-6920 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/31/2020 SITE: Identification Numbers Mary Kaye Transaction 1D No. 3104903 352 150TH Ave Site ID No. 849518 Town of Somerset Please refer to both identification numbers, St Croix County above, in all correspondence with the agency. SW1/4, SW1/4, S18, T30N, R19W FOR: Description: Three Bedroom Mound System \ Sloping site Object Type: POWTS Component Manual Regulated Object ID No.: 1763338 Maintenance required; Replacement system; 450 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. CONDM No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, APPRC stats. DEFT OF SA The following conditions shall be met during construction or installation and prior to occupancy or use: PROFESSIONA DIVUON OF INDU Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made h SEE CORRESI the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The existing POWTS shall be abandoned per SPS 383.33, Wis. Adm. Code. • All POWTS component piping material shall be SPS 384, Wis. Adm. Code compliant. • A copy of the approved plans, specifications and this letter shall be on-site duriny, 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 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. , JOHN F SCHMITT Page 2 5/31/2018 • 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. 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. • 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 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, Gerard M Swim Please Include a Copy With Your POWTS Plan Reviewer, Division of Industry Services Payment Submittal. (608)789-7892 , Mon - Fri, 7:15 a.m. - 4:00 p.m. WiSMART code: 7633 jerry.swim@wi.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Mon-fri, 8:00 A.M. - 4:30 P.M. c u x+~ a JOHN F SCHMITT Page 2 5/31/2018 • 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. 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. • 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 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, Gerard M Swim Please Include a Copy With Your POWTS Plan Reviewer, Division of Industry Services Payment Submittal. (608)789-7892 , Mon - Fri, 7:15 a.m. - 4:00 p.m. WiSMART code: 7633 jerry.swim@wi.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Mon-fri, 8:00 A.M. - 4:30 P.M. F `i t VIC;, MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE M El NED MAY 1 b 20i3 Project Name: Kay 3 Bedroom Replacement Mound Septic System; ~ RVICES Owners Name: Mary Kay D - Owner's Address 352 150th Avenue Somerset, WI 54025 Legal Description: SW1/4, SW1/4, S18, T30N, R19W Township Somerset ~ESER AND TRY SERVICES County: St. Croix Subdivision Name: NA Lot Number: 4 Block Number Parcel I.D. Number 032-2064-30-100 Plan Transaction No. 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 Page 7 Septic and Dose tank specifications Page 8 Effluent filter information Page 9 & 10 Pump specifications and curve Page 11 Plot plan Page 12 Septic tank maintenance agreement Page 13 Warranty deed Page 14 CSM Attachment Soil evaluation report Designer: John Schmitt License Number: 223760 Date: 5/11/2018 j' Phone Number: 715-760-0486 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01) and both SSWMP Publication 9.6 Design of pressure Distribution Networks for ST-SAS (10/81) and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01/01) Version 7.0 (R. 03/2012) Page 1 Mound and Pressure Distribution Component Design Do,sian Workshee, Site Information - (R or C:) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 38344-3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of 36 inches. 450.00 Design Flow (gpd) 9.00 Site Slope 101.20 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 64.30 Dispersal Cell Length Along Contour (ft) = 7.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/fl) 3. 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Ei ae~ i' Y of [1 (C or E) C Center or End Manifold 3.50 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) 2.00 Orifice Spacing (ft) = 7.03 frz/orifice 2.00 Forcemain Diameter (in) 30.00 Forcemain Length (ft) Does the forcemain drain back? ,i Y 90.00 Pump Tank Elevation (ft) Ent-- or N 3.25 System Head (ft) x 1.3 4.89 Forcemain Drainback (gal) 11.78 Vertical Lift (ft) 57.74 5x Void Volume (gal) 1.08 Friction Loss (ft) 62.63 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 41.94 System Demand (gpm) 16.11 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. o tions choice in. dia. options choice 0.75 1.25 1.00 1.50 x 1.25 x 2.00 x I 1.50 x x 3.00 2.00 x 3.00 x Gallons/inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) ) i 1000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) `Wieser concrete Manufacturer gal/in (enter result in cell B49) I I Dose Tank Information Effluent Filter Information 650.00 Dose Tank Capacity (gal) POLYLOK ;Filter Manufacturer 17.00 Dose Tank Volume (gal/in) 525 Filter Model Number 'Wieser Concrete Manufacturer Project: Kay 3 Bedroom Replacement Mound Page 2 f Mound Plan and Cross Section Views J 1/10 B Observation Pie . p A ••5• W I I B . L Mound Component Dimensions ft A 7.00 ft E 19.56 in H Lift ft K [Aft B 64.30 ft F 9.50 in I ft L ft D 12.00 in G 0.50 ft J W 450.10 (ft2) Dispersal Cell Area 1222.14 (ft2) Basal Area Available 7.00 (gpd/ft) Linear Loading Rate 6.43 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.99 (ft) F.. E- g • H G I F Dispersal Cell 102.70 ((ft) Lateral 102.20 (ft)-► - Invert Dispersal Cell Elevation D 4 L4 t . 101.20 (ft) Contour Elevation 9.0 % Site Slope Geotextile Fabric Cover Shading Key n c T Dispersal Cell See lateral details on 1.5 ft t-i Page 4 for number, size, B - r = Topsoil Cap 0 Subsoil Cap y e l~J and spacing of laterals. ASTM C33 Sand o ; . Laterals are equally F spaced from the Tilled Layer c N 0• Tvpical Lateral ft ` distribution cell's ® Aggregate o centerline in the distribution cell (AxB). Project: Kay 3 Bedroom Replacement Mound Page 3 0 nel W PUMP PERFORMANCE CURVE MODEL 98 25 0 w 6 20- 15- 4- )d J 10 0 2 5- 0 10 20 30 40 50 60 70 80 GALLONS LITERS 0 80 160 240 C;-, FLOW PER MINUTE https://w,vw.zoelIerpumps.com/en-na/products/sump-effluent-pumps/residential/model-98#technical-data 2/2 Center Connection Lateral Layout Diagram Force main connection via tee or cross to manifold at any point. Laterals are rdentic al -IF P S I sL. Turn-u.pvabauvalveer !Fx- lli-JZ I Laterals &+orceman Scli40 PV,-- cteanov4 plug pe; SPS T::~bl3 34 30-5 Holes drilled on the bottom of the lateral Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.03 ft Lateral Length (P) 31747 ft Orifices per Lateral 16 Lateral Spacing (S) 3.50 fit Orifice Density 7.03 ft2/orifice Lateral Flow Rate 10.49 gpm Manifold Length 3.50 ft System Flow Rate 41.94 gpm Manifold Diameter 1.50 in Total Dynamic Head 16.11 ft Forcemain Velocity 4.28 fttsec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and ► SPS 316.300 WAC 4 in. min. Disconnect Tank component is properly vented Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer 2 in. Capacityl 650.00 Gallons Volume 17.00 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 21.55 366.37 B 2.00 34.00 C Pump off elevation (ft) C 3.68 62.63 -t 90.92 D 11.00 187.00 D Total 38.24 650.00 Dom se tank elevation (ft) Bedding un er tank. 90.00 Alarm Manuafacturer SJE Rhombus Notei Switches Alarm Model Number 1036378 containing mercury may not be used in Pump Manufacturer :Zoeller _ this system. Pump Model Number I~ Pump Must Deliver 41.94 gpm at 16.11 ftTDH Project: Kay 3 Bedroom Replacement Mound Page 4 Mound System Maintenance and Operation Specifications Service Provider's Name John Schmitt Phone, 715-760-0486 POWTS Regulator's Name St Croix County Zoning 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 450.1 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 month) Pressure System Laterals should be flushed and pressure tested eve 3 ears Mound Inspect for ponding and seepage once every 3 years i Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, havea 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: Kay 3 Bedroom Replacement Mound Page 5 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. 10/12), 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 N-M/OWk& :31U 95-b8-gZ~-008 0 OSLtiS m 'N3021 N301VW OL MH sn 9LL£M z \ anod-lsod 31Va o0 00 00 3170 ivnNdV4 OIld3S w o a(lOd-3ad „0-,L=„4 t :31VOS dOM :,k9 NMVLitl 31311 DDD 1313 'M w 0-059/000 W- M D w J w W z co o O U) J W l/1 a w W -j 0 LLJ z <p Fa o m § V1 Q dm CL w c C7 V) _j an LLJ U W F- W (n O F- J (~j Z w o D z n d z F. ~g d fQ ~ a v, O ¢ °m o~ zz w~ z° 3 IL o0 > F" I d oa aa~ << ~ F m~ U ~ a a o C Q ao p vj m L~ w~j oo w z O~ rn 0 a 0. Y U 0 O 0 R a J Q Q O (n M ■ Gi to i Q CD LL. -NOD~MO w~ IDWN ~I~ ° Q CF" d\° CO ..,J ~ 1- I Q H~Q N~ W d\ Z Z0 LLLJ a N t tJi L+I lq W Q z I- (n W U 0 z H I- C) CL a MIAI,'~ ~~apZwI>~,I ~I-U (nN C9 \n WV) Cl " O J J Dtnl- Ozw U O VI (n O~OF-IZ 30= OVYWOOW a W m FU) Op w OQ~~iZQmz(n 550 Ze Q Z(n U U Q V) O OO W W W -~I Q d 0 Q~iv I- J Z ZS"COUI2JS(11J5 p Q U N 0 Z Z J Q OQ E- U J Q W (n I Q I ~ w o v a z o m r a a w Y I I i I` a ~I I I I ai Ir. ~I ~ N I I N v Q j- N 5: I t t S W ~I l II w w ° V) w < CC ~I Q1 m II' o i i I! I I, s I„ 9-V I W I I I h M ~I N ~ I~ II I o w r U Q J~ Q z N~ b w 403a a „b8 SV „t b9 Y z Page 7 Imwv3tr~~ s iii Pr r t. Ut ' 7_abel" q & V'lesfeE'itc Y Fr ; n r '3~ ~3k A O11l.;IiNI of Pol1k~F. i The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank. Alarm Switch Rated for 10,000 GPD (gallons per day). 10,000 GPD (optional) 525 linear feet of 1/16" filtration. Accepts 1" PVC Accepts 4" and 6" SCHD 40 pipe. Extension Handle Built in gas deflector. Automatic shut-off ball when filter is removed. Rated for Alarm accessibility. 10,000 GPD Accepts PVC extension handle. ' 525 Linear Ft. Ideal for residential and commercial waste flows up to ~u 1 35` of 1/16" 10,000 gallons per day (GPD). " Filtration slots 1. Locate the outlet of the septic tank. 2. Remove the tank cover and pump tank if necessary. Accepts 4" & 6" 3. Glue the filter housing to the 4" or 6" outlet pipe. If SCHD 40 pipe the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to center filter. 4. Insert the PL-525 filter into its housing. Certified to 5. Replace and secure the septic tank cover. NSEtAPiS1 Standard ab The PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter Gas Deflector needs servicing. Servicing should be done by a certified septic tank pumper or installer. Automatic Shut-Off Bali 1. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed. 4. Pull PL-525 cartridge out of the housing. t. 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filter cartridge back into the housing making properly Polylok, Zabel & Best filters accept Easily installs sure the filter is aligned and completely inserted. 7. Replace and secure septic tank cover. the SmartFiltern switch and alarm. into existing tanks. Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: 203.284.9514 www.polylok.com Page 8 SECTION: 2.20.047 QMQL/TY PUMPB FMCE 19,7 „ FM1919 0110 Supersedes here Product information presented 1108 / here reflects conditions at time of publication. Consult factory regarding discrepancies or inconsistencies. MAIL TO: P.O. BOX 16347 - Louisviie, KY 4025&0347 Visit our web site: SHIP TO: 3649 Cane Run Road - Louisville, KY 40211-1961 www.zoetier.com (502) 778-2731. 1(800) 928-PUMP- FAX (502) 774-3624 Durable cast iron construction 1511152/153 EFFLUENT SERIES Model 151 comes standard with a glass-filled polypropylene base (For Pump Prefix Identification see News & Views 0052) Corrosion resistant powder coated epoxy finish Stainless steel lifting handle Assembled with stainless steel bolts Non-clogging engineered thermoplastic vortex FOR SEPTIC TANK - LOW PRESSURE PIPE (LPP) impeller design AND ENHANCED FLOW STEP SYSTEMS Model 151-113 HP passes %2" spherical solids ,,Int.1 EFFLUENT Model 152 -.4 HP passes /<spherical solids SUBMERSIBLE W spherical Model 153 -112 HP passes spherical solids 2' NPT DISCHARGE Motor - 60 Hz, 3450 RPM, oil-filled, hermetically sealed, automatic reset thermal overload protected - - - Carbon/Ceramic seals co c us Upper sleeve bearing and lower ball bearing running Te-ted t. uL swd-d uL778 and CwWmd W csa , _ T t in bath of oil SWndadCW2.2ND.108 20 ft. UL Listed power cord with molded 3-wire plug 1'/2" NPT vertical discharge BN and BE standard models include a 20 ft. variable N151M152IN153 8 E151/E152/E153 nonautomatic level float switch BN151/BN152/BN153 & BE15116E152/BE153 Operates at temperatures to 130°F (54°C) in effluent 1/3 1/2 HP 11Phb115V oar 230VLevel Float switch applications Ail models include a 1 Y2' x 2" PVC adapter fitting Note: The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. POWDER COATED TOUGN" MAIL T0: P.O. BOX 16347 Louisville, KY 40256-0347 SHIP T0: 3649 Cane Run Road r W, Louisville, KY 40211-1961 (502) 778-2731. 1(800) 928-PUMP FAX (502) 774-3624 ' Manufacturers of... Zo ~~77 p O Copyright 2010 Zoeller Co. All rights reserved. Page 9 TOTAL DYNAMIC HEAD/FLOW W PUMP PERFORMANCE CURVE PER MINUTE MODEL 1511152/153 EFFLUENT AND DEWATERING 50 14 45 153 MODEL 151 152 153 12 40 Feet Meters GaL Ld; Gal Liters Ga{ L'Rers 9 35 S 1.5 50 189 69 261 77 291 = to 152 10 3.0 45 170 61 231 70 265 30 15 4.6 38 144 53 201 61 231 o e 151 { - 20 6.1 29 110 44 167 52 197 25 ~ t ~ 25 7.6 16 61 34 129 42 159 33 125 30 9.1 - - 23 67 or 6 20 - - 35 10.7 - 22 85 15 40 12-2 - - - - 11 42 < Shut-off Head: 30 ft. (9.1 m) 38 ft. (1 t.6m) 44 R (13.4-) 10 0145088 2 _ 5 Model 151 Models 1521153 d 10 20 30 40 50 60 70 80 90 100 GALLONS 6782 67!32 UTERS 0 40 80 120 160 200 240 280 320 360 3781 - 4518 3718 4 FLOW PER MINUTE -I 014508A I 9 a 3718 3716 I 3718 3I • Timed dosing panels available - - 112 NPT • Electrical alternators, for duplex systems, are available and supplied with an alarm I j • Variable level control switches are available for controlling single phase systems • Double piggyback variable level float switches are available for variable level long and short cycle controls • Sealed Qwik-Box available for outdoor installations - See /111116 j 121'6 FM1420 j _ • Over 130°F (54°C) special quotation required _ 415116 sire I ~ - ~ ~ SK2444 sK20e4 15111521153 MODELS Control Selection Model Volts Ph mode Amps Simplex Duplex -151 115 1 Non 6.0 1 2 or 3 BN151 115 t Auto 6.0 Included 2 or 3 E151 230 1 Non 3.2 1 2 or 3 BE151 230 1 Auto 3.2 Included 2or3 "Easy assembly" N152 115 1 Non_ 8.5 1 _ 2 or 3 (pump & disd-ge pipe BN152 115 1 Auto 6.5 Included 2 or 3 not 1rlduded.) 152 on 1 2 or 3 B 15 230 1 Auto 4. lnclu 2 or 3 N 5 15 1 Non 0.5 or 3 BN153 115 1 Auto 10.5 Included 2 or 3 E153 230 1 Non 5.3 1 2 or 3 BE153 230 1 Auto 5.3 included 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level Reduces potential dogging by debris float switch. Refer to FM0477. Replaces rocks or bricks under the pump 2. See FM0712 for correct model of Electrical Alternator E-Pak. Made of durable, noncorrosive ABS 3. Variable level control switch 10-0743 used as a control activator, specify duplex Raises pump 2' off bottom of basin (3) or (4) float system. Provides the ability to raise intake by adding sections of 1 %2' or 2' PVC piping CAUTION Attaches securely to pump Accommodates sump, dewatering and effluent applications NOTE: Make sure float is free from obstruction. most rzc,_nt Nauonal 0"iuL31 Cody (W-C) and dl- Occup"Ii1 nal '-olf ty dm! ' - ACT 10::! IA1. For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. © Copyright 2010 Zoeller Co. All rights reserved. Page 10 SYSTEM PLOT PLAN Project Name: Kaye 3 Bedroom Mound Design Flow: 450GPD N Attach design flow calculations for Project Address: 352 150th Avenue commercial plans: BM1 Symbol: A& BM Elevation: 100.00" Pipe Materials / ASTM Standard Scale: 1" = 50' BM Description: Top of existing ST manhole cover Tables 384.30-3 & 384.30-5 75 100 BM2 Symbol: A BM Elevation: 104,89' 4" SCH 40 PVC ASTM D2665 p 0 50 50 BM Description: Basement windowsill 2" SCH 40 PVC ASTM D1785 12.52 Slope Gradient of Tested Area: (9%) 1 J' SCH 40 PVC ASTM D1785 Well Symbol (if applicable) O Notes: 10 Acre Parcel N c JT L Q 0 a` Shed Shed Existing septic tank and drywell to be abandoned as per code Garage S *BM1 B4 J Drive o ` a- ell \ 1000/650 Septic/dose tanks 3 Bedroom BM2 w/ POLYLOK S5 filter \ House J B1 \ Contour line i 03 El =101.20' i 101 B2 63 99 24.42'x 82.94' Mound 97 RAN 150th Avenue Page 11 "0-T l It 1 A\NK MAIN t [%N.AN( L .AkjKY.t NIf,,N I AND (WNl`RSl III) (TRTIFICATION I`ORNI OwneriRuver Michael & Mary Kaye Trust Mailing Address352 1_ _50th Avenue 1'ropcrty Address 150th Avenue (Verification required irons Planning ct. Zoning Department for new construction.) c~itv,'Statc Somerset, Wl Parcel Identification Number 032-2046-30-100 LFCAL DESCRIPTION Property Location SW SE . Sec. 18 .I. 30 N R 19 W, Towel of Somerset . Lot ~ 4 . Subdivision Plat: Certified Survey' M1 lap # . T_• Volume Page # \\arranty Deed # (before 2()07)Volume , Page # Spec house a•esElno Lot lines identifiable DyesOno SYSTEM MAINTENANCE AND O«'NER CERTIFICATION Improper use and maintenance of your septic systent could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three %ears 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 mauttenance responsibilities are specified in §SPS. 3381.52( 1) and in Chapter 12 - St_ Croix County Sanitary Ordinance. I life properly 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 plumhcr or a licensed pumper verifying that (1) the on-site uastewater disposal system is in proper operating condition andW (2) after inspection and pumping (if necessary), the septic tank is lesti than 1:3 full of slud;e. t-wc_ the undersigned have read the above requirements and agree to maintain the private sewage disposal sy=stem 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 statin .,,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 1?we certify that all statements on this form are true to the best of my~'our knowledge. [ we am; are the owner(s) of the property described above, by virtu of a ,,warranty decd recorded in Register oi'Dee(Is Otiice. Number of bedrooms ✓ - ~ SIGNATURE OF : PLICANT(S) DAT Am inf`onnation that is misrepresented may result in the sanitary permit being revoked by the Planning t& Zoning Department. Include with this application a recorded warranh deed from the Resister of Deeds Office and a copy of the certified survey map if rclercrece is made in the warranty deed. iREV. 04112) epartment of #1928 !s Safety ~t S ILfVALUATION REPORT P N ,15 2018 in a ordance wi 11Iom 5, . Ad ode Page 1 of 4 S Pro essiona~ervlces Schmitt Soil Testing, Inc. Attach complete site Ian nt. Cro} County 1 inc~pes in s' County t. Croix include, but not limite a point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. jReviedBy 031206W30-1 00 _ Please print all information. Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Kaye, Michael & Mary (Trust) _ Govt. Lot SW11/SW1/4, S18, T30N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 4 CSM 6/1577 352 150TH AVE. City State Zip Code Phone Number City Village : Town Nearest Road SOMERSET WI 54025 715-954-2034 Somerset 150TH AVE. New Construction Use: J Residential / Number of bedrooms 3 Code derived design flow rate 450 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 102.20' based off a contour line established at 101.20' Slope of area is and recommendations: 9%. Depth to limiting factor is 24". ❑ Boring # Boring - - Pit Ground surface elev. 101.44 ft. Depth to limiting factor 24 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. 'Eff#1 T02 1 0-10 10yr3/3 none sil 2mgr mvfr as 2f,2vf 0.6 0.8 2 10-18 10yr5/3 none sil 2fsbk mvfr gW 2f,lvf 0.6 0.8 3 18-24 10yr4/4 none scl 2msbk mfr gW lvf 0.4 0.6 4 24-30 7.5yr4/4 c2d 10yr6/6 sl Om mfi gW 0.2 0.6 10yr6/2 5 30-68 5yr4/4 c2d 7.5yr6/6 si Om mfi 0.2 0.6 7.5yr6/2 Boring 2 Boring # Pit Ground surface elev. 101.14 ft. Depth to limiting factor 25 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. 'Eff#1 `Eff#2 1 0-7 10yr3/2 none A 2mgr mvfr as 2f,1vf 0.6 0.8 2 7-18 _10yr5/3 none - sil 2fsbk mvfr gvv 2f,lvf 0.6 0.8 3 18-25 10yr4/4 none Sid 2msbk mfr gW lvf 0.4 0.6 4 25-36 7.5yr4/6 m2d 7.5yr6/8 Sid lmsbk mfi cs 0.2 0.3 7.5yr6/2 5 36-72 5 r4/4 m2d 7.5yr6/6 sl Om mfi 0.2 0.6 y 10yr6/2 _ Effluent #1 = BOD5> 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: f y CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 5/3/2018 715-760-1978 SBD-8330 (R.07/00) Property Owner Kaye, Michael & Mary (Trust) _ Parcel ID # 032-2064-30-100 _ Page 2 of _4 Boring F3' Boring # Pit Ground surface elev. ft. Depth to limiting factor 27 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. *Eff#1 *Eff#2 1 0-5 10yr3/3 none sil 2mgr mvfr as 3f,2vf 0.6 0.8 2 5-16 10yr5/3 none sil 2msbk mfr gw 2f,2vf 0.6 0.8 3 16-27 10yr4/4 none Sid 2msbk mfr gw 1vf 0.4 0.6 4 27-65 5yr4/4 c2d 7.5yr6/6 sl Om mfi 0.2 0.6 7.5yr6/2 1 Boring [-4 Boring # I Pit Ground surface elev. 96.50 ft. Depth to limiting factor 27 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. *Eff#1 *Eff#2 1 0-7 10yr3/3 none sil 2fsbk mvfr as 3f,3vf 0.6 0.8 2 7-18 10yr5/3 none sil 2fsbk mfr as 2vf 0.6 0.8 3 18-27 10yr4/4 none scl 2msbk mfr gw 1vf 0.4 0.6 4 27-43 7.5yr4/4 c1d 7.5yr6/6 7.5yr6/2 sl imsbk mfr gw 0.4 0.7 5 43-72 5yr4/4 c2d 5yr6/6 scl lmsbk mfr 0.2 0.3 5 62 ! 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 GP_D/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 - * 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-8330 (R07/00) Schmitt Soil Testing, Inc. Page 3 of 4 i Conducted by: - Conducted For: - ' - - Schmitt & Sons Excavating, Inc.. Name: MaryI{aye + = _ _ Thomas J. Schmitt, CST 227429 Address: 352 150th Ave. 586 Valley View Trail - - City, State, Zip: Somerset, WI 54025 Somerset,Wl 54025 Phone: 715-760-1978 / PID: 032-2064-30-100 Signatu-1 Lot No. 4 CSM 6/1577 Date r 3 F126 I' 4 Legal Description: SW1/4 SE1/4 S18 T30N R19W - ; ± - ■ Backhoe Pit Township, County: Somerset, St. Croix County A I3erwgh Mark 1 El. 100-00' Top of Existing Septic tank manhole cover ljopchw Mark Z EM. 104.89' Basement WiridoW (concrete sill) east wall south end of house ± --r - 1 Slope= 9% Scale 1"= 50' Contour Line El. 101.20 Contour Line Length 75' NOTE: For full view of Lot see Aerial Photo (Page 4 of 4) I . i j ~ S S f 1 t i I P~ 5 , GAS S k 'A~/~~ aq - Y EL(- OOhs r \ v i 1 r I nn l~l 63 T _ ~ s SO ' d/~ yam fI' 12 _ { n m Imo moN N N E O a d o O ~ ~ N 'c C cmp~. C a s m m `s ° S a o NUS ~O d m x m m Ti U r .°Y' > I N H t ` 0) 05 > rn in O U CJ N g» ~ Nmcg All W-- j t • r - ~ ~ s , ¢ t' 4 ~d s 1 [f' ire , ~;~~,p ~ ✓ s°~' T' ~R~ ~l r kkj,[ aK _~.~'f f x~Y ~ +c4sy ! ~ - Y r ,fir „ i~ r ' t • LJL • Ali [ P P was , v r yelF .•y!w "tv.;, p [ llxdr 13 cyp) r ft'Y s ^ r J t ; Or may{ F xL y ~ J