Loading...
HomeMy WebLinkAbout034-1015-20-050 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and E'uilding Division INSPECTION REPORT sanitary Permit No: 538714 0 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)]. Permit Holder's Name: City Village X Township Parcel Tax No: Forrest, Jerry Springfield, Town of 034 - 1015 -20 -050 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: 00 - 13M f 65 07.29.15.106A10 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. 0 A Septic 5 3 Benchmark Dosin tt //�` I g 3 Co t7d Alt. BM ` 8 j /es ! Z . Z_ Aeration Bldg. Sewer 1. 9 Holding St/Ht Inlet 7.35 c 6 St/Ht Outlet TANK SETBACK INFORMATION TANK TO C l WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom I � > s o Sz yL �z Dosing ` c � � `2 L r .— Header /Man. $, /D/ L Aeration Dist. Pipe _ Holding Pot. System 160 L PUMP /SIPHON INFORMATION t �+ Fi I Grade OZ. Manufacturer // Dem nd St Colter Z 61 Lem GPM (r'r' I S / �O . S < Model Number 4) 15,1 —7,,1011 C ` Ou ✓� G $' ✓ TDH Lift n Friction Loss System Head So TDH t d , , 0 &, J Forcemain Length 1 Dia. if Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width 1 Length No. Of Trenc s PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS P S ZS ' 6 ` . ` SETBACK SYSTEM TO I P/L JBLDG JVVELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of S stem: C � qC �� ^ UNIT Model Number: 0 J w -XJ J l� DISTRIBUTION SYSTEM All Header /Manifold / / Distribution �� x Hole Size x Hole Spacing , Ve to Air Intaige Pipes) t c-� /�/ Length Dia Z Length &� � Dia 11 LJ Spacing ! Q ' l L S Z . Z 1S P C�G.s SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only osa I S ,� Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center 1 G Bed/Trench Edges ,^ (�I_ Topsoil / J* ��� es No Yes ® No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: / Z / 2'5 �1 / U Inspection #2: / / Location: 1033 Cty Rd D WW000d(villlle, WI 54028 (NW 1/4 SW 1/4 7 T29N R15W) >35 acres Lot AO Vk Parcel No�07.29.15.106A10 1.) Alt BM Description = J �' � ck - t/a �o Jt'� - ,� CA " 2.) Bldg sewer length = s� A"k- / .5 `3), X0 LJ � 5e 1 B o x , ' - amount of cover = 1 / (n 1 n JS .! S� �b yz � Plan revision Required? Yes D< No Use other side for additional information. SBD -6710 (R.3/97) Date ctor In ign re Cert. No. � jx �j� �� , ti �� ��� �'S N /�� , � ��, ���, ��� � commerc Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 5-}- G S m CO n S i n Madison, WI 53707- 162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce Sanitary Sanitary Permit Application Slate Trans action N / umber In accordance with S. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the ap opri go mmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state wne TS are submitted to the Department of Commerce. Personal information you provide may be ed f se dary Project Address (i different than mailing address) purp oses in accordance with the Privacy Law, s. 15.04(1)(m), Stats. * 1.0,3 I. Application Information - Please Print Information P, .0 i�s Property Owner's Name Parcel # F - r e t 00- 03 L{ — Property Owner ill g Address Z� I36d fob h Aye p C9N NN "'O co, Property Location �' N Ci State Govt. Lot l / Q &04 A /I Zip Code Phone q�J rJ ' �E N l Y4, S_ ' /., Section -_ S - 4 _ I E o II. Type of Building (check all that apply) Lot # T N; R 6�1 or 2 Family Dwelling - Number of Bedrooms Subdivision Name ❑ Public /Commercial - Describe Use o k Block # a ❑ City of ❑ State Owned - Describe Use i -7 CSM Number 11 Village of ` � G �l J • S ATown of 111. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. El System Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B• C1 Permit Renewal C1 Permit of .Plumber Permit Revision ❑ Chan List Previous Permit Number and Date Issued Before Expiration Permit Transfer to New Owner � IV. T e of POWTS S stem /Com onent/Device: Check all that appl ❑ Non- Pressurized In- Ground ❑ Pressurized In- Ground ❑ At -Grade ❑ Mound ? 24 in. of suitable soil XMud < 24 in. of suitable soil , ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ersal /Treat ent Area Information: Design Flow (gpd) oil Application Rate(gpdsf) is ersal Are e ' ed (so Dispersal Area Pro osed (so System Elevation 4'$� L4 (. /�Z �-t 6 /j/1 �rsp lcao . 5 VI. Tank Info Capacity in Total # of M Gallons anufacturer Gallons Units c New Tanks o v Existing Tanks :; � Septic or Holding Tank y ^' r �� /a k A V y c 0 p Dosing Chamber n -- 100 VII. Responsibility Statement- 1, the undersigned, as esponsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber Sign MP/MPRS Number Business Phone Number t 3 r-L 2 Plumber's Address (Street, , State, Zip Code) SS3 9 / �7 76� 467'7 SY!? � /�Jt�,pmo st r., 1� SV VIII. ount /Department Use Onl Approved isapprove Perm / it Fee Date sued Issuin ent Sign rven Reason for Denial 1 ' A IX. Conditka•id AReasons for Disapproval n n / k - e 1. 'Septic tank, eMU ent filter and 3)6. mod' r �� Ort� r�.l. �4, roJ dispersal cell must all be servk:es /maintained �� as per management plan provided by Plumber. C' 2. Ad sefback requirements must be maintainsd Attach to complete plans for the system aad submit to the County only on paper not less than 8 r/2 x 11 inches in size SBD -6398 (R. 02/09) Valid thru 02/11 � - I i Plot Plan Page 8 of8 Property Owner Ta2gss? 1� =40,f� Legal Description rvr�{ O ��rtE `I` . s y (�zcept where toted T �9J, r�rsv. ~€ sT: c"Ix D = Backhoe pit North OA< 9p 9� ` r �p o 4p 9t 3 f}ppltfrl� 3 at' MKS W Site Location: [V to AIIZ Q Ste• � a � N I F Safety and Buildings 3824 N CREEKSIDE LA commerce .wt.gov HOLMEN WI 54636 Contact Through Relay i sco n s i n www•commerce.wi.gov /sb/ Department of Commerce www.wisconsin.gov Jim Doyle, Governor Aaron Olver, Secretary October 13, 2010 CUST ID No. 224832 ATTIC• POWTS Inspector MARY JO HUPPERT ZONING OFFICE HOLLISTERS SOIL TESTING & DESIGN ST CROIX COUNTY SPIA W9875 690TH AVE 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/13/2012 Identification Numbers Transaction ID No. 1862834 SITE: Site ID No. 760776 Jerry J Forrest Please refer to both identification numbers, County Road D L above, in all correspondence with the agency. Town of Springfield St Croix County NW1 /4, SW1 /4, S7, T29N, R15W FOR: Description: Mound / Three Bedroom / Sloping Site Object Type: POWTS Component Manual Regulated Object ID No.: 1283478 Maintenance required; 450 GPD Flow rate; 10 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 101), Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01 /01); 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. 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: Reminders • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manuals listed above. • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption' area. chs. NR 811 & 812c QEF TMEKI • A Sanitary Permit must be obtained from the county where this project is located in accordance with the ' Jf requirements of Sec. 145.135 and 145.19, Wis. Stats.�`` ' �1: ;0►tR • Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat MARY JO HUPPERT Page 2 10/13/2010 • Comm 83.22(7) A copy of the approved plans, s ecifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter 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 Fee Received $ 250.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 1633, (608)789 -7893 , 7:45 am - 4:30 pm Monday -Friday charles.bratz @wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 828-5902, Monday, 7:00 A.M. To 3:30 P.M. I i i L MARY JO HUPPERT Page 2 10/13/2010 • Comm 83.22(7) A copy of the approved plans specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department which may include local inspectors Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter 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 Fee Received $ 250.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services W1SMART code:7633' (608)789 -7893 , 7:45 am - 4:30 pm Monday -Friday charles.bratz@wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 828-5902, Monday, 7:00 A.M. To 3:30 P.M. I r; i MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: JERRY J. FORREST Owners Name: (same) Owner's Address: 2827 80th Avenue Woodville, Wl 54028 Legal Description: NW1 /4 of the SW1 /4, S 7, T29N, R15W Township: Springfield County: St. Croix Subdivision Name: NA Lot Number. NA Block Number: NA Parcel I.D. Number. 034 -1015 -20 - 050 Plan Transaction No.: 11tIIN!/yry� Page 1 Index and title Page 2 ®N �'� Page 3 Mound entry drawings i Page 4 Lateral and dose tank Page Y :• 1AARY JO •: P e 5 System maintenance specifications * : HUPPE 1' Page 6 Management and contingency plan =` D 1859 Page 7 Pump curve and specifications FALLS,:" %.. e a ' .. R •' Page 8 Plot Plan '•. W11 ./ e gNrmnn�m'� Designer. Mary Jo Huppert License Number: 1859 -007 Date: 10/01/10 Phone Number. (715) 426 -1775 Signature: ` lanl' / f [) Designed Pursuant to the ' W M Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P N. 01/01) and Moth OF COMMER CE SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) andMgING Pressure Distribution Component Manual Ver. 2.0 SBD- 1070&P (N. 01101) cSP S�N�O'I�R�'R CG �,���� ONDEN Version 5.1 (R. 06106) Page 1 of 8 0 130 a3ni303b I` J 8 Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design Note: sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83 -44 -3 in-si soil veabne+n for 1.50 Peaking Factor (e.g. 1.5 = 150 %) f ecal coldonn of - 36 kx*ms 450.00 Design Flow (gpd) 9.00 Site Slope ( %) 98.35 Contour Line Elevation (ft) 10.00 Depth to Limiting Factor (in) OAO In -situ Soil Application Rate (gpd4e) Distribution Cell Information 56 .25 Dispersal Cell Length Along Contour (ft) = 8.00 Cell Width (ft) 1.001 Dispersal Cell Design Loading Rate (gpd/ft?) 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressures Disribution Information network? Enter Y or N (C or E) E Center or End Manifold 4.00 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point 0.125 Orifice Diameter (in) 2.25 Estimated Orifice Spacing (ft) = 9.00 ft /orifice 2.00 Forcemain Diameter (in) 20.00 Forcemain Length (ft) Does the forcemain drain back? Y 91.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 3.26 Forcemain Drainback (gal) 9.02 Vertical Lift (ft) 34.87 5x Void Volume (gal) 0.19 Friction Loss (ft) 38.13 Minimum Dose Volume (gal) 0.00 In -line Filter Loss (ft) 20.60 System Demand (gpm) Zt) 15.71 Total Dynamic Head (ft) -_ Lateral Diameter Selection Manifold Diameter Selection I X in. dia. options I choice in. dia. options choice f 0.75 1.25 x x / i 1.00 1.50 2� 1.25 < 1 x x t� 1.50 x 3.00 2.00 x 3.00 x Gallonsflmch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser I Manufacturer I J gaUin (enter result in cell B49) Dose Tank Information Effluent Filter Information 600.001 Dose Tank Capacity (gal) Pol lok - I Filter Manufacturer 16.761 Dose Tank Volume (gain) 525� Filter Model Number Wieser Manufacturer Project JERRY J. FORREST Page 2 of 8 I i J Mound Plan and Cross Section Views :'1/10B Observation Pipe O A W F: ........................ B I L Mound Component Dimensions A 8.00 ft E 49. 64 in H 1.00 ft K 12.89 ft B 56.25 ft F 25 in I 17.09 ft L 82.04 ft D 26.00 in G 50 ft J 8.12 ft W 33.21 ft 450.00 (fe) Dispersal Cell Area 1 1411.07 (fe) Basal Area Available 8.00 (gpd /ft) Linear Loading Rate 5.63 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.29 (ft) --► .........;', G I H I F Dispersal cell ; 101.02 (ft) Lateral ...... 100.52 (ft) —► -- ` ' `' ` Invert Dispersal Cell i ` ...:: k , Elevation 98.35 (ft) Contour Elevation 9.0 %Site Slope Geotextile Fabric Cover Shading Key �. �— Dispersal Cell See lateral details on 1D [ Topsoil Cap 1.5 ft Page 4 fo sp nu laterals. , Q Subsoil Cap � 0 ._ j� 0 I T and ASTM C33 Sand a z T / F Laterals are equally Q Tilled Layer r: 0 0. ft Tvpical lateral spaced from the © gg distribution cell's Aggregate ate e o © 1 centerline in the �- A -} w distribution cell (AxB). Project JERRY J. FORREST Page 3 of 8 End Connection Lateral Layout Diagram L urrafs •. rr,te rh $.�Nr+ P A, E%•3 r.rrr .Sr' 0 = Turn -up v tt•aII viN.,o c •,leanou! plug 1 P A)' 1� x —•) Hvlt. dlt'ed i r. Phe L irlGf! .it ft .late• it equ.�ly sp.ued � =,�fCi !Hatt ...�ftr2 OG7 Via � Ot�:fGS rG .rs anfll j 31 .i �fl �C ,• tt _ L f(pFdi : (. f � {Gp f:131n 6: P�JC Seh 40 Ipdr rtiY. ?!VI T ,bl. EA- In qs. Number of Laterals 2 Orifice Diameter 0. 12N in Lateral Diameter 1.25 in Orifice ring (X) 28 Lateral Length (P) 54.72 ft Orifices per Lateral Lateral Spacing (S) 4.00 ft Orifice Density 9.00 ft /orifice Lateral Flow Rate 10.30 gpm Manifold Length 4.00 ft System Flow Rate 20.60 gpm Manifold Diameter 1.25 in Total Dynamic Head 15.71 Ift Forcemain Velocity 2.10 fttsec Dose Tank Information Locking Dover with warning label and locking device and sealed watertight Electrical as per NEC 300 and -► Comm 16.28 WAC 4 in. min. Disconnect Tank component is properly vented E Alternate outlet location Forcemain diameter Wieser Manufacturer 2 in. Cap acityl 600.00 Gallons —� Volume 16.76 galtinch A Weep hole or anti - Dimension Inches Gallons B siphon device A 19.52 327.23 B 2.00 33.52 C Pump off elevation (ft) C 2.27 38.13 92.00 D 12.00 201.12 D Total 35.80 600.00 Dose tank elevation (ft) 3" Bedding under tank. ~— 91.00 Alarm Manuafacturer Tank Alert Alarm Model Number LHWI01 Pump Manufacturer Gould Pump Model Number PE31 Pump Must Deliver 1 20.60 gpm at 15.71 ft TDH Project JERRY J. FORREST Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name Cassellius Sanitation Service Phone 715 265-4623 POWTS Regulator's Name St. Croix Zonin Phone (715) 386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 118 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 fe 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 month Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect for pondi and seep once every 3 ears Other Miscellaneous Construction and Materials Standards 1. Observation pipes are skYded and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, 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 Tum-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 JERRY J. FORREST Page 5 of 8 • Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with ifs' 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 Comm 83.33, 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, Slats. 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 BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS, 10 mg/L FOG, and 10 ctu/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 9 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 cogged 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. Of � ITT GOULDS PUMPS Residential Water Systems APPLICATIONS MOTOR Spedally designed for the following uses: GeneraL • Mound Systems • Single phase • Effluent/Dosing Systems • 60 Hertz • Low Pressure Pipe Systems • 115 and 230 volts • Basement Draining • Built-in thermal overload protection with automatic reset. • Heavy Duty Sump/ • Gass B insulation. Dewatering • Oi"lled design. • High strength carbon steel shat. SPECIFICATIONS PE31 Motor. Pump — General: • 33 HP 3000 RPM • Discharge: 1 'A' NPT • 115 volts • Temperature:104OF (40 maximum, continuous when • Shaded pole design fully submerged. PE41 Motor. • Solids handling:lh° maximum sphere. • .40 HP 3400 RPM • Automatic models include a float switch. • 115 and 230 volts • Manual models available. • PSC design • Pumping range: see performance chart or curve. PE51 Motor. PE31 Pump: • .50 HP, 3400 RPM • Maximum capacity: 53 GPM • 115 and 230 volts • Maximum head: 25' TDH • PSC design PE41 Pump: • Maximum capacity 61 GPM AGENCY USTINGS • Maximum head: 29' TDH PE51 Pump: •Maximum capacity: 70 GPM • Maximum head: 37' TDH C� Tested to UL 776 and CSA 22.2108 51andards By Canadian StwWwds ASSodatlon METERS PEST File #LR38549 40 PE 1 ro Mooeu:i,Put Mi 35 NP. 33, AO_ 9D 10 ( i 1 2 GPM _i -`. Goulds Pumps is 1$0 9001 Regiswed. 30 PE . 1 tT { = L i . _ is U : r { � 15 t 10 �_ 1 5 q7 i ! 0 0 0 10 2 30 40 s0 60 70 GPM 80 0 `a 5 10 is 111% N cAPAWY R 1=: 7A Plot Plan Page 8 of8 Property Owner .� y o �,s - I » =40ft .Legal Descr4%*n NVA of MIE --MA s 7_ (fit where noted) T-"qlj, KSW, TO)Vd OF snR-VVG-FiEIM . -Irf-. c " Ix -9 = Bad&oe pit eow�rt , w �5cynrsu+t �S�4c.,e�s North Ice 0 4� �4 yy'a3`, po �0 po ►r 9C i4PP1Rb 324 \ � J C T. Tl: T3 � Ek �� �� W Site Location: /IO ifc 141 4 Ste' 1 �+ S lit in Department Of 7 V SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wit. Adm. Code County ST. CROW Attach complete site plan on paper not less than 8112 1 inches in size. Man must include, but not limited to: vertical and horizontal m (BM), direction and Parcel I.D. 034 - 1015 - 20 - 050 percent slope, scale or dimensions, north arrow, and distance to nearest road. Please print all Fa " n. f �� R by � Date Personal information you provide may be u ry Privacy, s. 15.04 ( (m)) " r /0/ I Property Owner 7 r Property Location JERRY J. FORREST %f yU4, Govt. Lot - --- NW 1/4 SW 1/4 7 T 29 N R 15 E Property Owner's Mailing Address FF�C� Lot # Block # Subd. Name or CSM# 2827 80th Avenue -- -- -- City State Zip Code Phone Number Vdlage JATown Nearest Road Woodville, WI 1 54028 ( 715 698-4057 C.T.H. D E] New Coniltnxdion Use[D Residential / Number of bedrooms 3 Code derived design flow rate 450 GPI) 11 Replacement Public or commercial - Describe: Parent material Flood Plain elevation ff applicable MA- General Oomments Mound System -- 2.17 ft. sand fill -- 0.4 loading rate and recommendations: Soil on -site by Ryan, St. Croix Co. Zoning Specialist Boring a# 0 Boring El Pit Ground surface elev. 99.08 ft. Depth to Nnribrtg factor 16 in. Sol Appkafion Rate Horizon Depth Domiron t Color Redox Desuiptiorl Texture Structure Consistence Boundary Roots GPDW in. Mutsell Qu. Sz. Cont. Color Gr. Sz. Sh_ 'Effff1 '011112 1 0-6 10YR212 — sil 2fgr mvir ai 3vf-co 0.6 0.8 2 6 -16 10YR414 — sil 2f -mgr mvfr as 2vf-co 0.6 0.8 ` 3 16-20 10YR3/6 Of 10YR4/6 sl lfsbk mvfr -- 2vf-m 0.4 0.7 Horizon 3 has S"'ne gr <1% Water observed at 29", F Boring # Boring 97.73 10 f I pit Ground surface elev. it. Depth to Nrcrffing factor in. Sal Appfication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW yr in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. •EW `Etf#2 1 0 -5 10YR2/2 - sil 3fgr mvfr cW 3vf-co 0.6 0.8 2 5 -10 10YR V3 sil 2fsbk mfr cs 2vf 0.6 0.8 3 10 10YR414 m2d 10YR5/6 cl 2fsbk mfr -- lvf 0.4 0.6 Some cobs ' Eftiuent #1 = BOC > 30 1 220 mg/L and TSS >30 1 150 mg/L ' Eflhrent 02 = BOD < 30 rtg/L and TSS <_ 30 mg& CST Name (Please Print) nature CST Number M aryj o Hu ollister's Soil Tes ' & 224832 Address Date IvAlation Conducted Telephone Number W9875 690th Avenue, River Falls, W1 54022 09-29-10 (715) 426 - 1775 [IIT M�I,TMNAI Property Owner FORREST, Jerry J. Parcel ID # 03 4 - 1015 - 20 - 050 Page 2 of 3 F 31 Boring # onng Ground surface elev. 96.80 R �h to 9 tailor 17 , in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `EfF#1 1 `01102 1 0 -6 IOYRZ/2 -- sil 3fgr nrvfr as 3vf-co 0.6 0.8 2 6 -10 10YR4/3 -- sil 3fa&sbk mfr cs 2vf-co 0.6 0.8 3 10-17 10YR4/4 sil 2fa &sbk mfr as Zvf -m 0.6 0.8 4 17-21 10YR4/4 f2f 10YR4/6 c1 2fsbk mfr -- lvf-m 0.4 0.6 H orizon 4 has some gr; <1 %; few cobs BoriN F # � Pit Ground surface elev. R. Depth to lirniting tailor in. Soul Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Mursell Qu. Sz. Cont. Color Gr. Sz. Sh. `EM1 `EfW2 F-1 Boring # ©Boring ( u �j PR Ground surface elev. R. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Mursell Qu. Sz. Cont. Color Gr. Sz. Sh. `EW1 `Ef#2 ` Effluent #1 = BOD > 30 220 mg& and TSS >30 < 150 mg/L ` Effluent #2 = B00 :< 30 mg/L and TSS 5 3D mg/t. The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material m an alternate format, please contact the department at 608- 266 -3151 or TTY 608- 264 - 8771. SM- 039rat(207M) f Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner jyosT I" =40ft. Legal Description ivw `A o F nie 5 `/4 S7 (except where noted) TZ91J, — R15w. - Qiv l b SPPJAk.' -FIELD 1 ST- C? -D%Y- = Backhoe pit e-01 - L%j wt`tom -syj 3f i7- North ®PA u SO l.yD' 9 �4. 9 4 A V jd C,7. ►t. 'e ta iP o , tlk too. �R 7.75 OAKs Site Location: p +k AVP- Q SEG' rl ST. CROIX COUNTY WISCONSIN ZONING OFFICE 1 / N / N N N N ■� M��rlli ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 -4680 FAX (715) 386 -4686 Page _L of COUNTY ON -SITE VERIFICATION FORM Inspector: a ti i i dV ' Date: `3 2 /b Parcel ID Numb P roperty owner PropartyLocallon J e e r ` o �� Govt. Lot 114 V4 5 — 7T N R E (or)1nt Property Owner'sMailing AkIldress Lot # Block 4 1 Sw 4. Name orCSM# C RY State 21p Code Ph N umber ❑ City ❑ Village anon Nearest Road NewConstruction 1,199: ❑ Residential i Numbar of bedrooms .._. _...__._. _ ._ Code derived design flaw rate _... __. _ dPD ❑Replacement ❑ Public or commercial - Describe : . ........ ..... ._ ... ....... --- ....... ..... .._ ......... ..... ...._. Par n1, material _ _.__.— —.— _, _._., .__. _,_ _ ..,_..._._....._—._._. _._._. Rood Plain elevation if applicable General comments and recommendations: Baring 1,f Pit Ground surface ebv. _ ft. Depth to limiting factor � J _ in. 8nil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisgrnce Boundary Rods GPEW in. Munsell Qu. Sz Cont. Color Gr. 3z. Sh. 'E1#1 `0#2 10 A. Sid 6f ►v11 A f� Z- 4- !b /0 Y2y -. G S 3 16-17 s 2: G L F58k AA Conditions: lA d C Z5 � - 6 Soil Survey description: Notes: Na It FEE: Oct - -2010 08:30 AM St. Croix County Plan /Zoning 715 = 3$6=46$6 1/1 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATI FORM Own }er /Buyer V o @ '- k te Mflilir: A Property Address 10 3 �j Co - (Verification required from Planning & Zoning Npartmaot for new construction.) City /State Parcel Identification Plumber � � � , � O l � — ZO LRGA,L DESCRIPTION Proprty Location MJ 4f� 44, Sec. 7 , T z9 N R t � W, Town Of Subdivision Plat: , Lot # Cert#fled Survey Map # , Volume s Page # Warranty Dead # (before 2047)Volumc , Page # Spec house yes rw Lot Imes idendr`urbte � yes no S'YSX`>1M MAINTENANCE AND OWNER CERMFICA'TION 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 y es or sow, if needed, by a livaiwed pumper. What you put into the system can meat the function of the septic tank as a treatment stage In the waste dlspoml system. Owra maintensim responsibilities are specified in §Conim. 93.U(I) anti in Chapter 12 - 5t. Croix County unitary Ordinance, The pibl nay o wner agrees w sub to St. C C aunty Flarmiing & Zoiiitrg VtVittmeiit a tertincntitrn Ib tilt. signed by the owner and by a maw plumber, Journeyman ptumber, restrict plumber or a ikatrscet pamper veri t'yittg asst ( t) the on-stto tivamtwater disposal system is in pre en operating, contrition tr Wm ( 2) after inspection and pumping tirnacessmyi. the =P& task in fins them W ft li of Aulge, Uwe, the terms have mW the above rew Wmnanm and agree to mainteia dw primes sawage disposal synam with do standards m . #terem, as east by the Departaut of Come and the D"runent of Natural Anotirca, Sum of Wkeousln. CertifieWoa *Wm that ymw septic system l:aa been mgnmi&W nwat be.oamplewl and retuned to the St. Crm Conq Plsmd+ag A Zo kg Department vdthlr 30 daye ofthe three year expWon date. We certify that all statements on this form are true to tha hest of aw /our knowtodge. Ywe am/am the ownerW of the 6 '� ,property dwi*ed above, by virtue ore warranty decd recorded in Resister orE7eeds office. J N s# Id ICf ATURE OF APPLICANT(S) LATE ***Any information that is misrepresented may result in the "tary permit being revoked by the Planning & Zoning Depubmt. e'e* Include with this application a recorded warranty deed bom the Register of Deeds Office and a copy of the cert fled survey map if rel'emnes is made in the warranty deed. (REV. DBMS) II� l� CO) 0 0 n I" 7 O p} 1= C !N CD O N O i C id i 0 �7 S'- .1 239 3E 355 7 3332 1 + 13 DOCUMENT N O. AFFIDAVIT OF CORRECTION KATHLEEN H. NALSH REGISTER OF DEEDS ST. CROIX Co., NI THIS FORM IS INTENDED TO CORRECT SCRIVENER'S ERRORS. RECEIVED FOR RECORD THIS FORM SHOULD NOT BE USED FOR THE FOLLOWING 08/01/2003 09: 30AK PURPOSES WITHOUT THE NOTARIZED SIGNATURES OF THE GRANTOR/GRANTEE* CORRECTIVE E AFFIDAVIT • Altering boundary lines • Altering title /ownership • Adding property • Deleting property REC FEN 13.00 TRA AFFIANT, hereby swears or affirms that the attached document CC recorded on the 9th day of June , 2003 (year) PAGES: 2 in volume 2268 , page 328 , as document no. 725065 and was recorded in the Register of Deeds of St. Croix County, State of Wl, contained the following error (if more space is needed, please attach an addendum): RECORDING AREA The name of the Grantor is shown as Joanne Forest, a single person NAME AND RETURN ADDRESS The name of the Grantee is shown as Jerry J. Forest, a single person Thomas A. McCormack PO Box 2120 Baldwin, WI 54002 034-1015-20,034-1015-10, Pin: 034 - 1015 -60 The correction is as follows (if more space is needed, please attach an addendum): The correct name of the Grantor is Joanne Forrest, a single person The correct name of the Grantee is Jerry J. Forrest, a single person A complete original or copy of the o ' ginal o cument should be attached. Dated this 31s day of Ju , 2003 Affiant's Signature (type name elow) Grantee's Signature (type name below) + Thomas A. McCormack Grantor's Signature (type name below) Grantee's Signature (type name below) Grantor's Signature (type name below) STATE OF Wisconsin * COUNTY OF St. Croix ))SS. Subs 'bed and sworn It trmed) before m6lb VIst da of, July a ZCOIL � a bglow) A nette E. Peterson Z Thomas A. McCormack Notary Public, State of Wisconsin � Drafted by: Baldwin, WI 54002 My Commission (expires) ( *: 2/12/'6 'Grantor /Grantee as described in Wisconsin State Statutes 706.01(6) WRDA/WRPLA version VI - 10/06/2000 INFO -PRO (800)655 -2021 wwminfoproforms.com I J 2268 P 328 7 - stabs `_ 1 2 3 4 3 P 3 5 6 KATHLEEN H. MALSH STATE BAR OF WISCONSIN FORM 3 - 2000 REGISTER OF DEEDS Document Number I QUIT CLAIM DEED ST. CROIX Co., MI This Deed, made between Joanne Forest, a single person RECEIVED FOR RECORD 06/09/2003 09:30AN QUIT CLAIM DEED EXEIPT it 8 Grantor, and Jerry J. Forest, a single person REC FEE: 11.00 TRANS FEE: COPY FEE: CC FEE: Grantee. PAGES: 1 Grantor quit claims to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): A PARCEL OF LAND LOCATED IN THE NW 1/4 OF THE FRACTIONAL SW 1/4, THE NE 1/4 OF THE FRACTIONAL SW 1/4 AND THE SE 1/4 OF THE Recording Area FRACTIONAL SW 1/4 OF SECTION 7, T29N, T15W, TOWN OF Name and Return Address SPRINGFIELD, ST. CROIX COUN'T'Y, WISCONSIN, FURTHER DESCRIBED Thomas A. McCormack AS FOLLOWS: PO Box 2120 COMMENCING AT THE SW CORNER OF SAID SECTION 7; THENCE Baldwin WI 54002 N0(r50 1 IW 1329.26' ALONG THE WEST LINE OF THE FRACTIONAL SW 1/4 OF SAID SECTION 7; THENCE 589°54'29 "E 50.01' TO THE EASTERLY RIGHT -OF -WAY LINE OF COUNTY TRUNK HIGHWAY "D" 4 1015 -20, 034 - 1015 -10, 034 - 101560 AND THE POINT OF BEGINNING; THENCE N00°50'14 "W 753.21' ALONG SAID EASTERLY RIGHT -OF -WAY LINE OF COUNTY TRUNK HIGHWAY Parcel Identification Number (PIN) "D "; THENCE S89°51'00 "E 1699.36'; THENCE SOI 17 "E 991.33 THENCE This is not homestead property. S46°30 "W 397.28 THENCE S89- 37'46 "W 301.41' TO THE WEST LINE OF iW (is not) THE FRACTIONAL SE 1/4 OF THE FRACTIONAL SW 1/4 OF SAID SECTION 7; THENCE N01 *14 11 W 516.13' ALONG SAID EAST LINE TO THE SOUTH LINE OF THE NW 1/4 OF THE FRACTIONAL SW 1/4 OF SAID SECTION 7; THENCE N89°54 11 W 1109.96' ALONG SAID SOUTH LINE TO THE POINT OF BEGINNING, CONTAINING 1,546,511 SQUARE FEET (35.503 ACRES) MORE OR LESS. TOGETHER WITH A 66' WIDE ACCESS EASEMENT LOCATED IN THE SE 1/4 OF THE FRACTIONAL SW 1/4 OF SECTION 7, T29N, R15W, TOWN OF SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN THE CENTERLINE OF WHICH IS FURTHER DESCRIBED AS FOLLOWS: COMMENCING AT THE S 1/4 CORNER OF SAID SECTION 7; THENCE SW58 11 W ALONG THE SOUTH LINE OF THE FRACTIONAL SW 1/4 OF SAID SECTION 7.876.83% THENCE N00°01 "E 33.00' TO THE NOR RIGHT -OF -WAY LINE OF COUNTY TRUNK HIGHWAY "E" AND THE POINT OF BEGINNING; THENCE N27°24'38 "E 375.68 THENCE N01 °17 11 W 959.97' TO THE POINT OF TERMINATION OF SAID CENTERLINE OF SAID 66' WIDE EASEMENT. Together with all appurtenant rights, title and interests. Dated this day of 2003 * * J ne Forest * y AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) )as. Signature(s) St. Croix County ) authenticated this day of Perso ame before me this __Sc; ' `" day of 2003 the above named Joanne For TITLE: MEMBER STATE BAR OF WISCONSIN tom own to be the perso s n Vi orized by § 706.06, Wis. Stats.) t and a ow s' �� authorized THIS INSTRUMENT WAS DRAFTED BY + n ,- e_ JU Thomas A. McCormack Notary Public, State of WISCONSIN �' ? ;;: ,• Baldwin, WI 54002 My Commission is permanent. (IIf state � te3 \\ (Signatures may be authenticated or aclmowledged. Both are not necessary.) [UL�O - ---•"' .) * Names of persons signing in any capacity must be typed or printed below their signat STATE BAR OF WISCONSIN QUIT CLAIM DEED FORM No. 3 - 2000 INFO -PRO (800 >8 -2021 - intoprotoma.com Parcel #: 034 - 1015 -20 -050 10/20/2010 09:38 AM PAGE 1 OF 1 Alt. Parcel #: 07.29.15.106A -10 034 - TOWN OF SPRINGFIELD Current OX ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co - Owner O - FORREST, JERRY J JERRY J FORREST 1360 6TH AVE APT 4 BALDWIN WI 54002 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description SC 0231 BALDWIN - WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 36.510 Plat: N/A -NOT AVAILABLE SEC 7 T29N R15W PT NW SW PT NE SW & PT Block/Condo Bldg: SE SW; COM SW COR SEC 7; TH N00' W 1329.26 FT; TH S89' E 50.01 FT TO POB; Tract(s): (Sec- Twn -Rng 40 1/4 160 114) TH N00' W 753.21 FT; TH S89' E 1699.36 07- 29N -15W FT; TH S01' E 991.33 FT; TH S46' W 397.28 FT; TH S89' W 301.41 FT; TH N01' more.,. Notes: Parcel History: Date Doc # Vol /Page Type 08/01/2003 733324 2343/355 CO AF 06/09/2003 725065 2268/328 QC 952/27 857/578 more... I I 2010 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations Last Changed: 08/31/2009 Description Class Acres Land Improve Total State Reason UNDEVELOPED G5 31.510 31,900 0 31,900 NO AGRICULTURAL FOREST G S 5M 5.000 6,800 0 6,800 NO i � Totals for 2010: General Property 36.510 38,700 0 38,700 Woodland 0.000 0 0 Totals for 2009: General Property 36.510 38,700 0 38,700 Woodland 0.000 0 0 Lottery Credit Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 i W 1/4 COPL SEC. 7, �k-f --------------------------------------------------------------------------------------------- 705/1 0 0 1068 290 - - - - - - 105A So ---------------- NW 1/4-SW 1699-36 4 106A-1 0 106, R 2268/328 2268 ------ --------------------------------------------- 2268/328 106A -10 PERF PUMP •- •� ■f♦ ■ ■ ■ ■0�°°0aeoa°aaiea o�� ®� mo�m 0 mv ae�aeaaaveaev °a ®v ® _® ' \ �� , ����' v ° ° ° °ae�avamavaaae •, ���. v ®veeeaaaveeavaaaavve�s � �1� ■■ ��e eo °a °o °e°■v ° ee°°°°oo°°e °eav°°a °a° . : \ \■ III ■ ■��,..�,�,. - :, \ \ \\ \III ■� ■� ■���■ ��"'.�.����.�,.: ��\ ■111 ■ \ ■ ■ ■ ■ ■ ■■ �■m�,.�,�,m����. \11�1\w► mam ® ®eeom °m0m0� L ■ ■ ■ ■ ■■ 0 ®m ®m °aaom�amv■�va \\ \`1111 \ \ ■ ■ \ \ \ ■ ■ ■■ e ® 0oo ®�m,� 0° °©®°,' I M ►��11111■ �■ ■� ■ ■■ ° e ev ■� veama om ®0o NOW ����II���� ����� � ■■ aaeaaa °aaaaaas0�a ■ ■� \1,01 \ \ \� ■ ■ ■■ Q fee TDH. Ito less than 30 NOTE: For Pum Performance on Model 112 SEWAGENND DEWATERING © mho ®o ®m�mmmmmm ®® 0.mmmmmo amomm ■ ■ ■ ■ ■ ■ ■ ■ ■ ®'��m.ammm�mmmm ®nwM®omo �� m ®�mmmm�mmmmmmmmmmmo°�mo ®® o. ®mm ■ ■ \■ ■N �. mm�.m.�mm.�mm.�mmm�.m.�mmmmm® �� ■ ■ \ \ ■ ■N■N ■ ■ ■ ■ ■� \� \� ■►\ ■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■■ 40- INNE 35-1 SIX, \� �� \ \ \ ■ ■ \ \ \ ■■. ■■■ ■ . . ■ ■ ■ ■ ® ■� ■ ■r ■�■■ ■�� ■� ■ I S feet TID .