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HomeMy WebLinkAbout002-1084-80-100St. Croix County Planning and Zoning Tuesday, March 27, 2007 at 10:46:29 AM Detail Sanitary Information Page 1 of 1 Computer #: 002-1084-80-100 Sub/Plat: NA Section: 33 Parcel #: 33.29.16.491A10 Lot: 1 TN/RNG: T29N R16W Municipality: Baldwin, Town of CSM: Vol. 16 Pg. 4305 1/4 1/4: SE 1/4 SW 1/4 Owner: Dykhouse, Kenneth & Renee 2342 230th Street Woodville, WI 54028 State Permit: 383866 Issued: 05/21/2001 POWTS Dispersal: Mound less than 24" suitable s Permit: New County Permit: 0 Installed: 09/28/2001 POWTS Detail: NA Bedrooms: 4 WI Fund: No POWTS Pretreatment: NA Notes Issuer/Inspector As Built Plumber Other Requirements Additional Notes Monev Owed Jon Sonnentag >4/1/00 -Not Required Stang, Joe CSM completed in 2002, after permit issued $0.00 Kevin Grabau r~iurred Off: Yes /Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 9/28/2004 7/28/2006 04/20/2006 7/28/2009 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Parcel #: 002-1084-80-100 03!27/2007 10:40 AM PAGE 1 OF 1 Alt. Parcel #: 33.29.16.491A-10 002 -TOWN OF BALDWIN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O - DYKHOUSE, KENNETH R & RENEE M KENNETH R & RENEE M DYKHOUSE 2342 60TH AVE WOODVILLE WI 54028 Districts: SC =School SP =Special Type Dist # Description rope y Address(es): ' =Primary " 2341 OTH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 4.787 Plat: 4305-CSM 16/4305 002/02 SEC 33 T29N R16W PT SE SW BEING CSM Block/Condo Bldg: LOT 01 16/4305 LOT 1 4.787AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 33-29N-16W SE SW Notes: Parcel History: Date Doc # Vol/Page Type 05/29/2002 680287 16/4305 CSM ~nn~ ci ~nnnneQV Bill #: Fair Market Value: Assessed with: -- - - - - ------- -- - - 0 Valuations: Last Changed: 11/17/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 4.787 35,100 275,100 310,200 NO Totals for 2007: General Property 4.787 35,100 275,100 310,200 Woodland 0.000 0 0 Totals for 2006: General Property 4.787 35,100 275,100 310,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 04/17/2001 Batch #: 568 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 r Al ~N= 4NI ~ s~ ; o M xGU x ~ ~ ~ ~~& C .~tAU o, xav~'i ~o a 0 s. r t Q H cF`, N ~Za p ~Q~ N tt pUt °' x~ ~ ago ~ ~ a~~~ Q Q~~ a ~~ ~ o o ~, ~~i ¢ ~.a Q O w a O k w a m .ti m m N N m 0. w~m a'rim N~~ ~wW M4wtG'i a~a Uac~i 0 WUW N N I~ N o~~ ~ o ;n U~N ~® W~Q n a=m ~ ~~~ F c ~ W ~ ~_ ~ o aW~ C~Jtn _Z=a ~o °ca mNM =~ -a4- CERTIFIED SURVEY MAP LOCATED IN PART OF THE SE1 J4 OF THE SW1/4 OF SECTION 33, T29N, R16W, TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. ~ Mapdp r~ri ~D a o ' -------------------~aD~ ~~ O~a[~D ~ ~ p[~`u~i ~G~ ,`~ 255 2 i -------------------- ----------- °~g'OZ N° W .~ N86°58'27"W 330.65' S~ 1 NN N ~; ~; ~ N, o; c~; ~ ,, ~, ~, 2 a (~ ` ~2 ~; ~; ~o,,s~ ~~ Z,Og~'E ~g " ~~ ~~ co ~ N~2°o ~ ~- ~ as i ~ r ~~ ~; ~ LOT 1 ~\ `',0';~ ,~,~ °~~ ~'~ tll ~ 4.787 ACRES ~ S ~ ',~',~° ~~ ~ji ~ ~ m (208,525 SQ. FTJ INC. RIW j '~~ ~~ ~ W '- 4.366 ACRES ~o `, p ', ° O~ LL w (0 (190,203 SQ. FT.) EXC. RNV ~ 'O ` ti ~~ °W F M ~ ~ ~ ' o~',CN zLL p -' ~ ~ ~p ~ ~ ~ , J Q 0 ................ 1 ~ ~° ~ ....................... ~ ~ N .......................... 31~ _ .. k N 1`~' O W,- ~ ° 1 v W ~ ~ SW CDR. - SEC. 33 ~ S86°58'27"E ~ i7 1316.77' - - ~ m r' ,_ '- SCALE IN FEET 1" = 100' - 10~~- 0 100 TH1S INSTRUMENT DRAFTED BY: WILLIAM KANE S86°51'21 "E 493.13' (CENTERLINE S86°58'27°E 303,90 SOUTH LINE OF THE SWi J4 M ~ --586°58'27"E 2633.54' --- ~ 60th A MapdQ`u~CD (~QC~D~ ------- ----------- ---------- ---------- ve. 0[~(~~D ~ ~? 04a~G~~ JOB N0. 6088-01 DATE: 05/22/2002 w a ',~`,~ ~, PREPARED FOR: RENEE OYKHOUSE 202 190TH STREET BALOWIN, WI 54002 SURVEYOR: DOUGLAS J. ZAHLER S & N LAND SURVEYING, INC. 2920 ENLOE STREET HuosoN, wl s4o1s Z y DOUGLAS J. ~Z H ZAHLER ~ w W S-2145 HUDSON, N IS. n N W ~' ,02 ~ W w LEGEND -- --- S1/4 CDR. SEC.33 ~ FOUND ALUMINUM COUNTY S86°58'27"E SECTION CORNER MONUMENT 812.87' ~ SET 1" X 24" IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT X SOUTH QUARTER CORNER (POSITIONED FROM WITNESS MONUMENTS} ROADWAY SETBACK LINE (100' FROM RIGHT-OF-WAY) O M d co 0 Wi~onsir f.~epartment of Commerce PRIVATE SEWAGE SYSTEM Safety and Buildings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provice may be used for secondary purposes [Privacy Law,lf.15.04 (1)(m)). ~y`K~Ft~I~S~,N(~tineth ^ city ^ v gl>jv ~oaknship CST BM Elev.:- Insp. BM Elev.: BM Description: r~nc I ~ ~ • a r Qv c~ i a CST" ~-qt,~' !, TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ,~~ f t2Qp ~ Dosing ~ [ Aeration Holding TANK SETBACK INFORMATION TANK TO P/ L WELL BLDG. vent to Airlntake ROAD Septic ~ (~f '~~ 2,,Qjr ~.-. NA Dosing ~ u -,~$ t NA Aeration NA Holding PUMP /SIPHON INFORMATION Manufacturer Model Number ~~ ZE.~- '~' S T H Lift2o.t~ Lriction'~`~ Syst i r Forcemain Length ~ Dia. H N SOIL ABSORPTION SYSTEM Demand ~~ GPM TDH 1.~, t Dist. To Well ELEVATION DATA County r IX Sanitar o.: State Plan ID No.: S 3 arcel If041~084-80-0 STATION BS HI FS ELEV. Benchmark ~; (~ S ~,~~• ~ ~,~ ~ • f, s"o q3, i8r Bldg. Sewer ~?.l8 ~ . °) 8'~ • Z3 St/ Ht Inlet L ~ ,Zp 83, 98r St/ Ht Outlet Dt Inlet Dt Bottom ~Q ~ b ~ ~d ~. Header/Man. ~'9~ o2-~3r Dist. Pipe =" `~' I ° Z, c+>I Bot. System • `s .e, r ~~R ~~- ~~ d .0 Width ~ Length I f r the ~ PIT No.O Pits Inside Dia. MEN 1 N (~ DIMEN I N SYSTEM TO P / L BLDG WELL LAKE /STREAM LEACHI anufacturer: SETBACK INFORMATION Type O / ~~ C BER el Number: System: ~ f tX~ ZaU OR UNIT DISTRIBUTION SYSTEM - ~ Va ~~ Header! Manifold It Distribution Pipe(s) 1 1 x Hole Size x Hole Spacing Vent To Air Intake I Length ~7.° Dia. Z •D ~l Length Dia. ~ Spacing ~ / tl $ 11 ,c. 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 I Bed /Trench Center Bed /Trench Edges I - Topsoil InS eCtlO #'13 Yes / ^/NO In e~tYen $/$ No / i. n n /~AMMENTS: (Include code discrepancies, per ns resent etc.) ` ~~~'/ar -u~ "1s"'T"'r""`~ Location: 2341 60th Avenue, Baldwin, Isll~l4002 SSE 1/4 SW 1/4 33 T29N R16W) - 332916491 1.) Alt BM Description = ~~- [mob 2.) Bldg sewer length = -amount of cover = ' ` `~; (S `-~ ~='~ e~~ sus-1~.. . 3.) contour = IoO. S3• ~~' °~ ~~~~- ~ ~- ~-a~-ate I'z"-t- ss~1 u~ Plan revision required? ^ Yes ~,No Use other side for additional information. ~~ lZt SBD-6710 (R.3197) Date Inspector's Signature Cert No. , .. .c., / 3 .~ _ / 1 t f~ ~ '~ i~ v ~ Safety & Buildings Division ~ M~9 . 20! W. Washington Ave. , Sanitary Permit Applic gS G PO Box 7302 ~~SCOffS%ff ht accord with Comm 83.21, Wis. Ad de tG~ , Madison, WI 53707-7302 Department of Commerce Personal information you provide may be used for $e ary l~s p~ ~ ~ ,~~br~tt completed form to county if not "+; ~" nvac Law s. 15.04(1)(m)J (I' ~ Y ~ 'r• ... v ~, ~ / state owned. Attach com } . . etc tans to the coon co onl )for the s stem, on a "snot less dra'n',8 -1/~. 1 I inches in size. County St C~~ : ~ State S nary Permit Number ^ Check if revision to previous applii:aNbii 3 ~ State Plan I. D. Number ~ 2 s~! 2 I. A lication Information -Please Print all Information Location: Propeerty t?wmer Name f /J ~ ~ ~ Property Location 2 6 1~ or) W N S~J T~ ~~ I/~~1/4 2 e. ~ !` Lt / ~ Yf Z` ~` ` , , , Property Owner's Mailing ddress Lot Number Block Number ~ta~ 1~~Z~ S'~ City> State Zip Code Phone Number Subdivision Name or CSM Number II T r e of Buildin check one // // }P g~ ( ) L / aS Pew ~a~0-n.5 GItW/tt~~d f B d N ll ^ city ^village rooms: e o. o ing - QIl 1 or 2 Family Dwe ial (describe use): ^ P bli /C I~GTown of ~~ ~ '~ otrrmerc u c ~ ~ ct t ^ State-ov<med III Type pf Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road ~ U ~ k ~ ~~ A) 1. L~.New System 2. ~ Replacement 3. ^ Replacement of 4., D Addition to Pa~ ~ ~Nu ~~ ~~ _ 8~ - ®,~O S stem Tank Onl Existin S stem B) Permit Number 33 , Z 9 /L, y 9~ ~ Date issued ~ A Sanita Permit was reviousl issued IV. Type of POWT System: (Check afl that apply) _ ~ d ~~ X ~00~' D Sand Filter ~ .~:" . D Constructed Wetland Moun ^ Non-pressurized In-ground I D Pressurized In-ground ~ Holding Tank ~ Single Pass __ ^ Drip Line , ^ At-grade D Aerobic Treatment Unit ^ Recirculating ^ Other: ~ V Dis ersaUTreatme Design flow (gpd) 1 = U~ S ~ nt Area Information: 2. DispersalArea 3. Despersal Area 4. Soil Application 5. Percolation Rate S ~ 6. System Elevation 7. Final-Grade . G o ~ , Required Proposed Rate {Gals./day/sq. fi.} {Min./inch} ~~~ ~ ~a~ ./ j. ~ ~ Elevation 1 ~~ ~ U X03, v VI Tank Capacity in Total # of Manufacturer Prefab Site Steer Fiber- Plastic lass C Information Gallons Gallons Tanks Con- Crete on- g structed New Existing Tanks Tanks ^ o ^ o + ^ a ^ ^ 1,~e: ryt ~©`> ~ VII Responsibility Statement I, the undersi ned, assume res nsibili fo stallation o POWTS shown on the attached lans. PRS No Business Phone Number . Plumber's Name (print} Plum Signature o s s): ~"~ ~ S~4 ~ ~ ~.3 ~l 7s- 7/s =~~~/- ~'~G ~ Plumbers Address {street, City, State, Zip e) VIII County/Department Use Only '~ ~ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued u Agent~atu a (Na•siamps) f (~iApproved ^ Owner Given Initial Adverse Surcharge ~ 3Z~ ©~ ~ ~ ~ ~ ~ ~, ~~ ~ Determination proval /Reasons for Disappr oval: /'/U~~~ ~,~h ~,,.~P ~ ~ ~ Il. Conditions of Ap ~..~~~ ~~, ~ rj ~nn ~ - / l '~j~C/ fY7 J Q /G'/(/[CP ~OGr /~GtQh Lc~cLCP-trYPr S r2Go`Y/~it dfi ~`"5' s ,, ~ ~~~ ,/ v '> >,.,,,,~1GC~ i --~ ~~: ~ • .~ ~ ~ ~scons~n -% Department of Commerce ~~~.:~~`~ / ~4 _.. _ ,`. --- ~_ ~., '~ ~ ~ ~' ~ ` _ ~-_ a December 27, 2000 - ~°fi'~ ~ r, by °~ y` . CUST ID No.691727 ~ ~ ~~ ~~~~E ARTHUR L WEGERER ~'~~ 1-d`~~ 421 N MAIN ST 6 ~ _. 4-' ~ PO BOX 74 8 RIVER FALLS WI 54022 RE: CONDTTIONAL APPROVAL PLAN APPROVAL EXPIRES: 12/27/2002 SITE: Site ID: 625129, Kenneth & Renee Dykhouse St. Croix County, Town of Baldwin SE1/4, SW1/4, S33, T29N, R16W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 775321 Identification:. bers Transaction ID N 0546 Site ID No. 62512 Pleas~:refer to both identtfibaeion'~~mbers, '~ ;above in all cones ondence. with the a ~enc . ' The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Etlluent for Private Onsite Wastewater Systems" SBD-10572-P (8.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10573-P (8.6/99). • 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. 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/installation/operation. <T, Safety and Buildings 4003 N KINNEY COULEE RD lA CROSSE WI 54801-1831 TDD #: (608) 264-8777 www.commerce.state.wi. us/SB Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary POWTS INSPECTOR ~7'j NING OFFICE ST. CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 __. ARTHUR L WEGERER Page 2 12!27/00 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. - Sincerely, ~ DATE RECEIVED 12/19/2000 ~ ~' 1~ FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 Gerard M. Swim ~ BALANCE DUE $ 0.00 POWTS Plan Reviewer -Integrated Services (608)-789-7892, Mon. to Fri. 7:15 AM to 4:00 PM jswim@commercestate.wi.us WiSMARTticoda; -7633E TITLE SHEET FOUND SYSTEM FOR A `J BEDROOM RESIDENCE Page ~ 1 of ~ This plan has been prepared in accordance with the Mound Component Manual SBD-1057 P and the Pressure Distribution Manual SBD-10573-P CCZ. blg9.~ CR- bl~2q~ LOCATED IN THE S L, 1 /4 OF THE S~.`1 1 /4 OF SECTION 33 , T Z°J N, R 1(, 6d, TOWi1 OF ~f~l..~b`)11y ST'- ~.~ ~.)C COUNTY, WISCONSIN. INDEX • PAGE 1 . of 7 PAGE 2 Of 7 PAGE 3 of 7 PAGE 4 of 7 PAGE 5 of 7 PAGE 6 of 7 PAGE 7 of 7 TITLE SHEET SYSTEM MANAGEMENT PLAN PLOT PLAN PLAN VIEW-CROSS SECTION DISTRIBUTION PIPE LAYOUT PUISIPING CHA2IBER CROSS SECTION PUMP PERFORMANCE CURVE PREPARED FOR h=~-1J}J ~"li= -:~ -vb -~ZE1~JE~-=~1~~~ --~3 Pry D L~t_1`l , i1i t S~ oU Z _ - - - _. _ i~ ~,~'~ D~ ~ ~ 8 2000 ~'~~~ & ~L~GS t~ _ PREPARED BY IV WEGEE~ER St3 I L .TEST 2 NG AMID . DES = G3V S'ER~1 a CE P.0. Box- 74 421- N.rlain St. River Fa11s, WI 54022 ~e~~'~sl~a~ Phone 715-425-0165 F ® m'~ ~~y~~s, ''Ay ~ ax 715-425-6864 ~, :,,,......,,~/~ r ~ ~~ r ~ TT ~~++ . ~ ARtHJR L '+ WEC EFlER ~ [1415 ~ P.~.W.1.~7. E~ww,~ar~, Conditionally ~,/~~ APPROVED ' V ..`.~ ~~' `~~'srG~~ MB pEPARTMENT T F CO D UILD~IGS pIVISI 1.l - ~ ~ ~ SEE CORRES DENCE S' JOB NO . ~~ -3 ~L Z Mound System Management Plan Page Z of ~ Pursuant to Comm 83.54, Wis. Adm. Code ~ - 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, Safety and Buildings Division. . -~'i~; ~1~"SPt3-e_~S_3~J=Q-L1-~_~! _~b~=1`?1:1 D-J-~,'C1~i:r_`1- _l~_1~-~-~----- --- - -_ - Pumo Tank 1:~~ $DO Gftt. 'TYS'~2..`tu l3E Z=33 `~t~S_:- -=C-~~~- . 3 ~-t.+tzs~ - The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the. mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cotd weather installations (October-February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG. 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 testis 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 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Ge--1ral This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD-10572-P (R. 6/99)] 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. Continaencv 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 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 adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. ' - - - - ._ Questions on the operation or maintenance of this system should b~e directed to the County Zoning office at -l l~S-38 6- ~168d or to the licensed plumber who installed the system. • , Page ~ Of 7 ~, , Approved Synthetic Covering ASTM C33 Distribution Fipe Medium. Sand ~ -_ f~ Topsoil ___ _ ___ _~+ F _J i E ~~ " p 3 !'• .. ,~ b ~ .~`Z % Slope Distribution Cell of Force Moin Z" to 2 Z" Aggregate Fro m Pump CROSS SECTIQN OF A MOUND SYSTE;'i Linear Loading Rate= 6.o GPD/LN FT B ~~~ fit. Design Loading Rate=~3~.GPD/SQ FT j 1D Ft. ~ 8 Ft. • K LO Ft. ~ ~ ZZO Ft. ~, r ~._; W ?~ Ft. L G Elev . ~ ~ Z, Plowed Loyer •~<~t. E 1• Sq Ft. F o -a Ft. 6 0.5 Ft. N 1•o Ft. ~ ~ -Observation Pipe 8 __ . ---~--- K ~-' ------- ----- ---' ~AccFss O--r-•--------------------- --------------- ----- - Box A ~~~6 H -~ O - _~_ I ---__ ~ ----- --------------------_t W -~-_~_ - - --- - ~ Force N - - ~-i--.------ Distribution `--Cell of ' " to 2%" '~ z Pipe aggregate Observation• Pipe (aachcr securely) PLAN DIETr1 OF A MOUND SYSTEI4 m , Distribution Pipe Layout Page S of ~ Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and holes. Extend the end of each latezaI up with the use of long tum or 4f ° fittin; to a point within fix -- inches of the final grade. Terminate the ends of the laterals with a valve,~threaded cap or • threaded pIu~. Provide access from final grade for the valve; threaded cap or threaded plus. " -L`e`ss s~~ : - Tai P 1 C'f3 L ~,ZOS S s ~t.`t1~ t~j pvC F\1C PvC Calera! ~ ~-Manifold r- Laterl a x z xu xrt x x x x 'Lateral Length - Calera! Length - P P ~ _ ~ Q- -- - P ~~ fit. S _ Ft. ~X ,_?-~ ~nchps h t`,-iJ 1 Ffl ~ ~~ M Ri~V _~~~~ C c}C~~s sox -~ - --O ' Hole Di ameter T,,;:-ch ~~ ~--- - Lateral " ~ InchEes) ~~ Manifold ,;, Inches Force Main " ~ :.Inches - ~: . #of holes/pipe Zs , Invert Elevation of.Laterals~~Z•S Ft. _' .' _. ~ - Combination Sept~c~.Tank and PUMP CHAMBER CROSS SECTIOkI AAJD SPECIFICATIOAIS ' PAGE .~ OF ,._. ~ , • •YEIJT CAP ~f " WEATHER PROOF ' .lUUCT10-J 80X . 'S~C.I. VEAIT PIPC ~ ,lPPROVED LOCKING ~ lO' FROM DOOR, ~hlAYJHOLE COVER Wl'fK :ilAlDOW OR FKCSH ~ tti+A.RtJI1JG LI+~gE(,,, ~3 - P~S10tJ (~ IPE aaJltj•(~i~6l~rft'Q • t^I iii tst}p ' GR~p~ i 16'l11A1, IuLET Approved joint to/ PVC pipe ASR IuTAKE --i .. ~ ... . - 6`•~w. " ~ a~ ~ 1 a„ .: ~, ~ cOJaputT ~ ~ ' i ~ .I L__ ~' ~1-; \`~; • ~ 1 ' PROVIDE I 'j"AIRTIGHT SEAL I I ~ _. ~ I I I 6 "~ C ' i PUMP -~ --~ Y~ Hlll. 18' h111J. 8+i~~~S ~;~:= CLEY.~B. 67 FT D COIJCRETE 7'$,00 ~ ~' ~ DtOCK-- ill ~~ ~ ~ I Approved III joint w/ ~LARM PVC pipe i~ ou D OFF I -. RISER EXIT PERMI"Ii•ED OIJLy IF TAiJK MAIJUFACTURC.R HAS SUCH APPROVAL~3~AAPRotiFp B~DOIIV4 SEPrtc F ~ SPECIFICATIONS DOSE 'N'~~bw~1?,/J P1 TI,1.IK MASJUFJ-CTUR>`R: ?' UUM6EA OF DOSES: 4-i$ PER OAS TA1JK SIZC : _~„, ~ ~~C~b GgLLOUS DCSC VOLUME r ALARM MAIJUFACTURCR: S•~-~ .S~[5-(~"1'2~ INCLUDIIJG 6AGKfLUDW: - ZLO-S GALLONS MODEL 1JUMBER: ~O~ ~W CAPACITIES: A=_ 1 I IAICHCS OA LIDC•O GALLONS SWITCH T~PC:- ~~~-~2-~"I $= Z I1.fCHES'OR ~2' ~ G(~LLOAIS PUMP MAIJUFACTURCR: Z-~~--LIZ.. ~°-0. C: 1O IUCHES OR ~l~'SGALLOl~15 MODEL IJUMHER: l b~ _ D= ~ IAICHES OR ~~7• y GALLOAJS SWITCH TYPE: - ~~ZC°-U~-( 1JOTE: PUKP A1JD ALARM Rf TO~C0~0 MIUIMUM DISCHARGE RATE t- l- _~PM INSTALLED OA1 SEPARATE CIRCUITS yERTICAL DIFFERENCE DETWCEU PUMP OFF AUD..DISTRt8UTI0t.i PIPE.,~~-$3FEET + KI-~t4MUM LIETWORK SUPPLY PRESSURE . ... , '"~''"YSL~'F~ET ~S-Ox~•3~ + ~ ll7 FEET OF FORCE MAIIJ X 3-~~ F~ ~y_ ~q • ioc FzFRICTIOU FACTOR, FEET TOTAL Oy1.1AMIC HERO = L-.~`52•FEET As per manufacturer Z1, oS gal/in. Liquid depth 38•" . '~'vrlp ~Z . , . ~ HEAD CAPACITY CURVE , ~ ~ MODEL 16114161 •163/4163 -16514165 4 O 6 w 2 ~' ~~ , 65 ~~ 009920 4 61/4161 10 0 1 , , i i 1 U.S. GALLONS 10 20 30 40 50 60 70 80 90 100 110 LITERS 0 80 160 240 320 400 FLOW PER MINUTE Standard all models • 20 R enrd-+,4 H_P_ L SKA374 161 MODELS 4161 MODELS Control Selection Listings SingkSeal DoubkSeal" Volts - Ph Mode Amps Simplex Duplex CSA UL M161 - 115 1 Auto 15S 1 or 18 9 Y Y N161 N416t 115 1 Non 75S 2or288 3or58E Y Y1'I 0161 - 230 1 Auto 7.5 1 or 1& 9 Y Y Ei61 E4161 230 1 Non 7S 2or288 3or586 Y Y ' H161 - 200.208 1 Auto 8.8 1 & 9 Y N ' 1761 '14161 200-208 1 Nan 8.8 2 8 8 3 or 5 8 6 Y N - J161 • J4161 200-206 3 Nan 6.4 2 8 4 3 8 4 or 5 8 6 Y Y ' F161 ' F4161 230 3 Non 52 284 384or586 Y Y ' 6161 ' 64161 460 3 Non 2.9 284 384or586 Y Y Standard alt models • 2D ff. cord - Y: H.P_ 163MODELS 163MODELS Control Selectors List ngs SingkSesl DoubkSeaM' Volts - Ph Mode Amps Simplex Duplex CSA UL M163 - 115 1 -Auto 15.0 1 or 18 9 Y Y N163 N4163 115 1 Nan 15.0 2or288 3or586 Y Ynl D163 - 230 1 Auto 7S 1 or 18 9 Y Y E163 E4163 230 1 Non 7.5 2or288 3or5&6 Y Y ' H163 - 200-208 1 Auto ~ B.5 189 Y N ' 1163 ' kt63 200-208 1 Nan 8.5 2 8 8 3 or 5 8 6 Y N ' J163 ' J4163 200.208 3 Non 6.0 2 8 4 3 8 4 or 5 8 6 Y Y ' F763 ' F4163 230 3 Nan 4.8 284 384or586 Y Y ' 6163 '64183 480 3 Non 2.9 284 384or586 Y Y SKAtd13 ~- r 0 Standard all modeb • 20 fL cord -1 N.P. SELECTION GUIDE i65MODELS 165MODELS Control Selection Listin SingkSeel DoubleSeaN' Volts - Ph Mode Amps Simplex Duplex CSA UL D166 - 230 1 Auto 102 1 or 18 9 Y Y E165 E4165 230 t Nan 102 2 or 2 8 6 3 or 5 8 6 Y Y ' H165 - 200206 1 Auto 126 18 9 Y N ' 1165 '14165 200206 1 Nan 126 2 8 8 3 or 5 8 6 Y N ' 1 ' J41 2 Non 7.5 2 4 3 4 r 5 8 6 Y Y ' F165 • F4165 230 3 Nan 7.4 284 384or586 Y Y ' 6165 '64165 460 3 Nan 3.7 2 8 4 3 8 4 or 5 8 6 Y Y ' BAt65 • BA4165 575 3 Nan 3.0 284 384or586 N N za 1. Integral float operated mechanical switch, no external conUol re- quired. 2. Single piggyback variable level float swflch or double piggyback variable level, float switch. Refer to FM0477. 3. Mechanical altemator'M-Pak" 10-0072 or 10-0075. 4. Combination starter. Refer to FM0514. 5. See FM0712, for correct model of Electrical ARemator, "E-Pak*. 6. Variable Level control switch 10-0225 used as a control activator, with 'E-Pak" alternator, 3 or 4 float system. 7. SIMPLEX CONTROL BOX 10-0333, 115/200/230V,1 Ph.max. 2HP use one(1) single piggybadrwide angle variable levelfloat switch OR - N0 ~ two (2)10-0225 variable level control switches for level control. ~ Double seal pumps ~ avatleble wih optional moistve sensors. seat Fei ndicatw Gg'x available n NlatA t a NEMA 4x comrol panels. g, Four 4 hole'J-Pak",'tmction box, forwaterfl ht connection orwired- Ul rated 1e1it avadabb vrd1120 Amp plug. () l g . _ in simplex or duplex operation. . 9. Two (2)hole'J•PaK, jlalciion box,forwatertight connection or splice. CAUTION -- Forinformation onadditional Zoeller products refer to catalog on Combination Starter, FM0514; Piggyback A6 ~~ of ~naols, proteetbn derkq and rrHng ehoua be done by a 4~d Variable Level Switches, FM0477; Electrical Aftemator, FM0486; Mechanical Alternator, FM0495; Sump/ tieawdehetrkkn. w'm'sa'Heodt"nouldwtdl°'"'dtncwdkgtn""at / 1 reantNatbrpllEketrkCade(NEC)andlMOeeupetbnelSdNyandNealMAd(OSNAI. l y Sewage Basins, FM0487; and Single Phase Simplex Control and Alarm Systems, FM0732. ~/" RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. ~ , TOTAL DYNAMIC HEAD/ FLOW PER MINUTE EFFLUENT AND DEWATERING 10 3.05 15 4.57 20 6.10 25 7.62 30 9.14 40 12.19 50 15.24 60 18.29 I L-~--t t/T -n t/2 NPr r - 11 1/2 NPT (OR) B NPT _. Single Seal Automatic Design Weight 80 lbs. 6 11/31 1 ~ 1 1/Y -11 1/2 NPT I Y - 11 1/2 NPT (OR) 3--nNPT Wis nDepartmentoflndustry, SOIL AND SITE EVALUATION REPORT Pa e Lat d Human Relations g ` Of 3 . Dii of Safety & Buildrgs "--A-- ,. in accord with ILHR 83.05 .~-tim.;'Code., ^. ~ ^ ~ COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in ze Plan mist int~de twt~ SY- C-1ZU~X not limited to vertical and horizontal reference point (BM), direction ~ ~% of slop0~ scale or ~ ,AFICEL LD. # dimensioned, north arrow, and location and distance to neazest roa~. ' Do 2 _ 1D 8 y _$Q ~ 00 0 ~ ~'~.: APPLICANT INFORMATION-PLEASE PRINT ALL INFORNA:TION ~-`~ R B DATE , -- ~ S PROPERTY OWNER: PROPEfit~~OfATION / ~-~~~~ i~ ~221v~ 1~~4~21~'UUSE` 6O~li~ 1/4 Std 1/4,S 33T z.°l ,N,R ~b E( w PROPERTY OWNER':S MAILING ADDRESS. LOT # BLOCK# SU . NAME OR CSM # Z~z 1.~0 `n+~ sT. ~ti : - CITY, STATE ZIP CODE PHONE NUMBER (]C . flWLtIC E ®fOWN ' NEAREST ROAD Q~.Dw)rv ivl S~luoZ hts) be4=s6~3 L3it~-~-Dwirv 60 `fZf- f~Ut:. [xJ, New Construction Use [ ~ Residential / Number of bedrooms 3 [) Addition to existing building j J Replacement [ j Public or commercial describe Code derived daily flow `~ SO gpd Recommended design loading rate - bed, gpd/ft2 •3S trench, gpd/ft2 Absorption area required 3-15 bed, ft2 ~~ S trench, ft2 Maximum design loading rate ~ S bed, gpd/ft2 • b trench, gpd/ft2 Recommended infiltration surface elevation(s) L O 2.O C w-ovnip~ ft (as referred to site plan benchmark) Additional design /site considerations ~~01"1M fJ~D R ~! I°~V LT PCfJ U Y w f tZ-<°'p ~J<-t ~'~'t-~ ww~ w~ Parent material Lo LsSS oy >`SZ ~~t ~, Ty ~. Flood plain elevation, if applicable ~ ~ ft S =Suitable for system U = Unsuitable for s stem CONVENTIONAL ^ S ®U MOUND ~-S >~) U IN•GROUND PRESSURE ^ S ~U AT-GRADE ^ S ®U SYSTEM IN FlLL ^ S L~U HOLDING TANK ^ S ~'U R.~~A£a~..,rs,r.- w,a~ ~~4SOIL DESCRIPTION REPORT Boring # ~.~ J r:::_ ~:~ fi Ground elev. aY.$ft Depth to limiting factor ~. ~ ". Boring # Z Ground elev. tot.o ft Depth to limiting f tau . Horizon Depth in Dominant Color M ll Mottles Q S Texture Structure Consistence Botndary Roots GPD/ft . unse u. z. Cont Color Gr. Sz. Sh. g~ Trendl o-tu ~ ~o~-ttZ 3 tz - si I ~-'~sb-z Y~.`Pr ~S - ~S -6 Z L0-t$ 1p~iR ~{!y - Sit 3'~5bk W-.'F{~ CS - •S .6 3 ~$-~l~ •~•S~RY~(, s ~2. Vly L o-ti, Yv-'F i - • 3 •Y Remarks: ~'~" $ ~` o -9 ' to`t ~ ~ t z - ~ s i 1 Z`Fs b tz `Fy. ~--S - . S . ~ z q_~q. tvktLuly - sit ~'P~sbk m'FI- CS - -S~ .6 3 lq-~,3 ' 7 -S K 2 ~ ~ CS ~! R ~ ~~/ L- o ~'ti'l.T l - ' 3~ '~} Remarks: ~1'C`t'l ' ~I ~ ~~' ~ - _ Name:-Please Pnnt Phone: Arthur I;. We~erer 715-425-0165 gerer Soil Testing & Design Service-P.O. Box 74 River.Falls,WI. 54022~~ . re W cad e -S . 5~ ~3 .~ .,r ,~ rture: ~y ~! 0/ _3 U 6 Date: `Z~_ 13 _ 4 q CST Number2 2 0 ~ 5 4 PROPERTYOWNER `O`1~rc..t1'~jUSE SOIL DESCRIPTION REPORT PARCEL LD. # ~ O Z _ l l~ $5F_ $O _ O~ t~ f ~ r Page ? of ~ Boring # Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Con( Color Texture Structure Gr. Sz. Sh. Consistence ~~Y Roots GPD/ft Bed Trench Pw c~ t:;2 3 s i l Z s bk ~ ~- ~ - , s ~ S , , ........,........ Z q -1.°I • t O Y IZ ~E~y - S i 1 3~ S V 1~ wt`f -- eS - ., S .. b . S ~ Ground 3 ~~-37' 7-5~2 ~!`~ l a ~ L o~ r 7 ~ - • 3 > elev. ~ , 3 1 ot. o tt. Depth to limiting (actor l9 `' Boring # .,~.,tt.,,,::~ _~ ~ti i' ~:~\ tij ' £ t~'~'~ ~~JJt~;\Y; iv x'44 }}t tl'.J. ......1 Ground elev. ft. Depth to limiting factor Boring # .::< - f:: '::~ ~:;; 2;`. >2k =:;t: Ground elev. f t. Depth to limiting factor 3oring # around ;lev. f t. )eplh to imiting actor nernarres: t E i ~• ~. Remarks: •1. . nenrarres: _ ~l t~•r •~!l.f~ ..r ~ .. Remarks: _ 1~'~ °I. ~t f ,~ . PLOT PLAN SCALE 1"_ ~~ ' Page 3 of 3 Fv`~VR~ 1Z~Pl.PrC@Lt~SVT Y'10u~~ ~\ \~vC P~f~N rvlut'T~l~ x,49$ I B -~~ ~ ~~~ / p.. D IsTH,zp ~fis f1"1Z~R'T / //,d~ / / '~. 2S, ~/// Z !o ~~. 2s, / ~ `.~ J v ~ -`_~~5~~? 8C _~ L~lt~T =~_S`_P_ti~__-''~ou~vD Std. ~~~ .. ~ . Sci - - - ._ _.. _ __ ~ 3` ~' a >~ ~P ~ 4 tti- lol ° B.2 X3.3 CT1•101 °_ • `~+~-~Z _ Esc-, 1ot_S'o~v 9~Ht6tF, 300 # ~o ~ sr. ~9-306 Z'zaZ. s'f CST Signature Date Signed Telephone No. CST # ST CROIX COI7NTY x ' SEPTIC TANK 1v~iAINTBNANCE AGREEMENT AND OWNERSHIP CERTIFICA'T`ION FORM OwnerJBuyer CSe, h n ~t~ d- ~ e~~~ ~GKd'~ Mailing Addrt;ss ~ D 2' ~ ~ U c ~ S C Property Address ~ ~ ~a- ~ ~ ^Q ' (Verification required from Planning Department for new coastructiou)_r City/State ~J4 ~~~' ' ''~ ~ ~ ~ Parcel Identification Number ~,? 0 2, - / ~' P~~ ~~ - ~~ LEGAL DESCRIPTIOIti / J lion S ~ Y, ~ ~ %,, Sec. ~ 3 . T 2 q N-R l ~ W, Tov+m of ~< d `~' ~ :`'~ Property Lora Subdivision Lot # Certified Survey Map # __, Votwne , Page # Warranty Deed # ~~= U ~ ~ ~~ ~ .Volume 1_._f~~ Page # ___~_~..._._. Spat house ~tes ^ no Let lines identifiable C17'y~es ^ no SY~'I'E.:. ~'1 MA1N'I'ENANCE Itnpropes use and maiatenaaceof your septic system could result in its premature .allure to handle wastes. Propermainteriance consists of pumping out the septic tank every three Years or sooner, if needed by a licensed pwnper. iVhsc you put into the system eau affect the fwnction of the septic tsnk as a treatment stage in rice waste disposal systemm. t a certification farm, signed by the owner and by a The property owner agttxs to submit to St. Croat Zoning Departmen masterplumber, jotnneyman phnnber, restnctedpiutnber or a licensed pumpcrverifyingthat (1}the otrsite wastewaterdisposal system is iu proper ogeratireg condition and/or (2} a8er aispectioa and pumping {if necessary), the septic tantc is less than I/3 full of sludge. Uwc, the undersigned have read the above requirements and agree to mauttara the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce 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. G~roix County Zoning t~ce within 30 days of the three year expiration date. ~ ,JS,D ~' DATE SIGNATiJRE OF APPLICANT OWNER GEATIFICATIO~I I (we} certify that all statements on this form are true to t`re best of tmy (our} io:owledge. I (we) am {are) the owner(s) of the progeny dcscnbed alcove, by virtue of a warranty deed recorded in Register of Deeds Uffice. ~_ .15, ~I ti 1/ _~Q- ~~-a~ `'fib DATE /~ 'TURF OF APPLICANT ~ ~ss•ss «:~••# ,may information that is mis-represented afay result is the sanitary permit heutg revoked by the Zoning Departmet. +~ include vr'ith. this application a copes y of the certifie~E sarvcy map fotcferenoo is rued in the .vatsanty deed /~ ~' ' Do umentN m ~01.1423PAGE 5~. W NN EED 16~t2298 KATHLEEN H. WALSH REGISTER OF DEEDS CROIX CO WI ST ., . RECEIVED FOR RECORD Freda Jensen, a single person, conveys and warrants to Kenneth R. Dykhouse and Renee M. Jensen Dykhouse, husband and wife, holding Oti-30-1999 9:30 Aft as survivorship marital property, the following described real estate in St. YARRANTT DEED Croix County, State of Wisconsin: EX£MPT 1 CERT COPT FEE: COPT FEE: TRANSFER FEE: 72.04 RECORDTN6 FEE: 10.00 DAOESs 1 ~~ S~ Recoroi Area Name and Retum Address ` CITIZENS STATE BANK ~~~ ~ 140 S Main St. :J PO Box 299 Woodville WI 64028 `~\____-~-- ooz-lose- so, -so (Parcel Identification Number) SOUTHEAST QUARTER OF SOUTHWEST QUARTER (~ Ni.t~ 8W )4); ALSO THAT PART OF NORTHEAST QUARTER OF SOUTHWEST QUARTER ?liR:#AF 81M1~'/.) BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID FORTY, RUNNING THENCE NORTH 24 FFFT~ SECTION THIRTY THREE (33}, TOWNSHIP SIXTEEN (16) Exception to warranties: all easements and restrictions of record. This is not homestead property. Dated this ~~ day of ~ , 1999. AUTHENTICATION Signature(s) authenticated this _ day of signature type or print name TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stets.) THIS INSTRUMENT WAS DRAFTED BY Thomas A. McCormack Baldwin, WI 54002 'Freda Jensen ACKNOWLEDGMENT STATE OF WISCONSIN ST. CROIX COUNTY Personally came before me this~~ day of 1999 the above named Freda Jensen to me known to be the person(s) who executed the foregoing instrument and ackno ge the same. signature L r ~~ ~~ type or print name 1 n / ~ Notary Public St. Croix County, Wisconsin. My commiss3 n is~~rmanen~t~. (ly~f)not, state expiration date: 'Names of persons signing in any capacity should tfe typed or printed below their signatures. DIANE D. V~ILLERT NOi..", : tblic state d VMsoortYrt MMrmation Prdsssiarwls CanDa~Y FanO Ou Lac, waca+ain iroosss2o21 Goulds ~~~ 6 °~ ~ Submersible Effluent Pump ~~ r ~~ 3885 APPLICATIONS Specifically designed for the following uses: • Homes • Farms • Trailer courts • Motels • Schools ' • Hospitals • Industry " • Effluent systems SPECIFICATIONS Pump • Solids handling capabilities: 3/<<" maximum. • Discharge size: 2"NPT. • Capacities: up to 128 GPM. • Total heads: up to 123 feet TDH. • Mechanical seal: silicon carbide-rotary seat/silicon carbide-stationary seat, 300 series stainless steel metal parts, BUNA-N elastomers. • Temperature: i 04°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor Single phase: • % HP,115 V, 200 V, 2 0 60 Nz, 1750 RPM;'h P, 115 V, 60 Hz, 3500 R M; '/z HP -1'/z HP,~ 230 V, 60 Hz, 3500 RPM. • Built-in overload with automatic reset. • Class B insulation. Three phase: • %z HP -1'/z HP 200/230/ 460 V, 60 Hz, 3500 RPM. • Class B insulation. • Overload protection must be provided in starter unit. • Shaft: threaded, 400 series stainless steel. • Bearings: ball bearings upper and lower. • Power cord: 20 foot standard length (optional lengths available). Single phase: • %3 and'/~ HP -16/3 SJTO with 115 V or 230 V three prong plug. •'/a-1 %z HP -14/3 STO with bare leads. Three phase: •'/z-1 Yz HP -14/4 STO with bare leads. On CSA listed models - 20 foot length SJTW and STW are standard. FEATURES ^ Impeller: Cast iron, semi- open, non-clog with pump- outvanes for mechanical seal protection. Balanced for METERS FEET 90 - -~- - - 25 B0 .. i _ _ wE15~i --*-~ 70, ..-- -- 20 ~~, <~ so V~ D~ 15 . 50 'o ao a O 10 30 20 5 10 o~ o~ 0 10 20 30 0 ®1995 Goulds Pumps, fic. 11 smooth operation. Silicon bronze impeller available as an option. ^ Casing: Cast iron volute t`~pe for maximum efticienc;. 2' NPT discharge adaptable for slide rail systems. ^ Mechanical Seal: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. Stainless steel metal parts, BONA-N elastomers. ^ Shaft: Corrosion-resistant stainless steel. Threaded design. Locknut on three phase models to guard against component damage on accidental reverse rotation. ^ Motor: Fully submerged in high-grade turbine oil for lubrication and efficient heat transfer. ^ Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, can be operated continuously without damage. ^ Bearings: Upper and lower heavy duty ball bearing corstruction. ^ Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. ^ 0-ring: Assures positive sealing against contaminants antl oil leakage. AGENCY LISTINGS SA Canadian Standards Association ()~ Underwriters Laboratories SERIES: 3885 SIZE:'/'SOLIDS RPM: VARIOUS •5 GPM FT 50 60 70 80 90 100 110 120 130GPM 0 .20 30 m~/h caPaaTv Effective May, 1995 R'1AAS --- - -. SLOT' PC -------- -- - _ _ __ SCPrI.~ ~ -t = 40 ~ J a ~, l1 5y °~, c NOTES: - 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required), 3. Septic tank to be tZo0~~o0gallon capacity manufactured by 1~'1 Lb~vL--~~~ pR-~~l W ~Z~'8®... ~T~y~11 ~! ~~2 ~+. $ench mark s ~. Ste, ~oU~ S. Divert surface water around system to~prevent ponding at the uphill side. s o 7 0,3 +n i To 230 11} ST'. _ ~G ~ ..3_.01= ~ _ _ cmfii~~- C~_ goo. S' 3~Ytor~l o~ e.~,~ aZ 1,OL~ ~ o~ 0 X01_ 3j~'' o~r~ • pv e Pt~~ y~~ ~L'P~'zl~'Si 1.,1K1L OF y C7 ~CcL 1~-f~e~ . ~~ S ~ (,~'2s~~ 3p o W~1-L W ~Yf7uJ ~