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HomeMy WebLinkAbout026-1021-30-000 Q 3: o ~n p EA M ti +Z O co N Q J~ ti N a c o-0 0 3 Cf. C U 'C L C U N O -0 N y of-ccc c E m~ o3: 0 v o O aLi°O v o~ N ~O-cZ 7 O E1 o q) (D m o ~cE.2c'5 CO c~-w.p_)-0 N O V C' N O 0 E N C _N X c "p O m~ a1(0 C Z N N T c N ° Y 3 lf7 li c o ~ c C m a) O L p .r p O C m N O E Q -~-°p-0 a E ~ a m co 7 O N c _W Z 00 Z y y ° w a CO Z .a c C9 a~ o z Q U co N H h (D N E o w ~'+U E c !ri ~ c N ~ O C) 1~1r o° U O •N L N ~ OO Q Q Q N O Z Z Z O ~n C O c d = c E 7 N O Q w Y 't N i E U'ooa C E ~ O O O •w ca E a a a a g L E 04 CO ►~O O p U) m a) N ui J U 3 rn rn } " aril "w Z N to co n O IV m m Z C = 7 w O M N N Q ° Q p o o 0 c `p r c U) 0) 0 CO to . co O a = N - N co c 0 C N O 0 co N_ H C,° L N N C Z p N U f6 U) 0 • i' O E E U O O U W O f- n Cn -TI O ~ - E CL _ a L a a `MV ca a E c c A 0 a 0 in 0 T OCoATION partRI o iIMOND 6.30.18.75A NE NW HWY. 64 County: Laborand_HumanRelations PRI~ATE'SEV~IAGE SYSTEM &afety and Buildings Division INSPECTION REPORT ST. CROIX It, (ATTACH TO PERMIT) Sanitary Permit No.: GENERAL INFORMATION 180278 Permit Holder's Name: ❑ City ❑ Village [Town of: State Plan ID No.: CALLEJA DAVID J RICHMOND CST BM Elev.: Insp. BM Elev.: BM~escription: Parcel Tax No.: ~Jr,9(.~ GO r'IC~~Uv 026-1021~f-^'30-000 TANK INFORMATION ELEVATION DATA A9200357~ 2 ~/4Z TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic ,•~~,./eS° 6~t~C j dB~ Benchmark Cv~~ r ~cSc~, ~a Dosing Aeration- Bldg. Sewe~`"`~ Holding St/FVf inlet .0 TANK SETBACK INFORMATION St/ bl? Outlet 91.30 3,r" TANK TO P/ L WELL BLDG. Ventto ROAD Dt Inlet o Air Intake i 3Z' 9D_36 Septic 750 NA Dt Bottom /Z. at. ya2 Dosing NA Heale Man. 7j,.53 r, 45 Aerati NA Dist. Pipe 7 10 Holding Bot. System PUMP/ gF 44eN INFORMATION Final Grade . Manufacturer Demand Model Number *197 GPM 'p TDH Lift Friction System 5d TDH Ft Loss I i ,CC 2 Y Forcemain Length -7&' Dia. t " Dist. To Well , 2.S SOIL ABSORPTION SYSTEM BED/TRENCH Width , Length > No. Of Trenches Inside Dia. Liquid Depth DIMENSIONS DIMENSIONS cturer. SETBACK SYSTEM TO P / L BLDG WELL LAKE / STREAM LEACHING CHAMBER INFORMATION Type O e SO'd> i Mode Number: System: M. j 7.5 flIA OR UNIT DISTRIBUTION SYSTEM Heedzr /Manifold Distribution Pipe(s) x Hole Size <r x Hole Spacing Vent To Air Intake Length ~f0 r~ Dia. o~ Length Dia. Spacing X50 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over ~i Depth Over xx Depth Of " xx,,.~Se~~eded / Seeldt?d" xx Mulched Bed/T%oelrCenter Bed/ Tq* bEdges 1,2 Topsoil L'TTeS ❑ No erve's ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) LOCATION: RICHMOND 6.30.18.75A,NE,NW,HWY. 64 U Qom, ~1 x~, ! P lvwision re ired? ❑ Yes 9410, Use other side for additional information. / SBD-6710 (R 05/91) Date Inspector's Signature Cert No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: e ANITARY PERMIT APPLICATION =;,E0ff1 LHR S In accord with ILHR 83.05, Wis. Adm. Code COON STATE SANITARY PERMIT # -Attach complete plans (to the county copy only) for the system, on paper not less than 1:1 / 8%x 11 inches in size. cf r visa n previous application -See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. G 9 o j 77 PROPERTY OWNER PROPERTY LOCATION Ue'C~ calicia- Y4,S T.70,N,R E(or PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK # CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER II. TYPE OF BUILDING: Check one CITY NEAREST ROAD ( ) ❑ State Owned ❑ VILLAGE TOWN EL TAX NUMB ❑ Public ❑ 1 or 2 Fam. Dwelling-# of bedrooms - PARC III. BUILDING USE: (If building type is public, check all that apply) y e2 I - _?er 1 ❑ Apt/Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 1o ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining 4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station/Car Wash 5 ❑ Hotel/Motel 9 ❑ Office/Factory 13 ❑ Other: Specify i IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable) A) 1. ❑ New 2. Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an LEV- System System Tank Only Existing System Existing System B) ❑ A Sanitary Permit was previously issued. Permit # - Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 ,Mound 300 Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 In-Ground 42 ❑ Pit Privy 13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy 14 ❑ System-In-Fill VI. ABSORPTION SYSTEM INFORMATION: 1. GALLONS PER DAY 2. ABSORP. AREA 3. ABSORP. AREA 4. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE Z~Q REQUIRED (sq. ft.) PROPOSED (s q. ft.) (Gals/day/sq. ft.) (Min./inch) ELEVATION Z 2 74 .770 /,/g Z~f S Feet Feet CAPACITY VII. TANK in alions Total #of Prefab. Site Fiber- Exper. INFORMATION New istin Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App Tanks Tanks structed Septic Tank or Holdin Tank ` -77- 171 e Lift Pump Tank/Si hon Chamber C F] F-1 F] I L1 VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system sho on the attached plans. Plumber's Name (Print): Plumber's Signature: (No Stamps) MPRSW No.: Business Phone Number: Q 3? l r Plumber's Address (Street, City, State, Zip Code): J O S'G GL GL sOrc~ L~t _T Q G IX. COUNTY/DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit a (Includes Groundwater ate Issued Issuin A Approved Owner Given initial 7gnt Signature (No Stamps) Adverse D t rmination OSurchargeFee) ❑ Ya GI /VwW~w~'~- zj:~~ X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD-6398 (formerly Plb-67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS 1. A sgnitary, pof mit is valid for two (2) years. 2. Y`euF sanitary permit may be renewed before the expiration date, and at the time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/Renewal Form (SBD 6399) to be submitted to the county prior to installation. 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by-alicensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code'adriministrator or the' State of Wisconsin, Safety & Buildings Division, 608-266-3815. To be complete and accurate this sanitary permit application must include: 1. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system .is to be installed. II. Type of building being served. Check only one and complete of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is Public, check all appropriate boxes that apply. IV. Type of perrait:'Check only one in line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested in ##1-7. VII. Tank information. Fill in the capacity of every new and/or existing tank, list the total gallons, number of tanks and manufacturer's name. Indicate prefab or site constructed and tank material. Complete for all septic, pump/siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/Department Use Only. X. County/Department Use Only. Complete plans and specifications not smaller than 8% x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if ..required by the county; E) soil test data on a 1.15 form; and F) all sizing information. _ G ROUNDWATER'SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater, ground- water contamination investigations and establishment of standards. A ii SBD-6398 (R.11/88) SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations GENERAL PLUMBING PLAN APPROVAL 2226 Rose Street LaCrosse, Wisconsin 54603 WEGERER SOIL TESTING Owner: DAVID CALLEJA PO BOX 74 933 HWY 64 RIVER FALLS WI 54022 NEW RICHMOND WI 54017 RE: Plan Number G92-40277 Date Approved: June 23, 1992 Date Received: June 22, 1992 Project Name: CALLEJA, DAVID - RESIDENCE Location: 933 HWY 54 Town of NEW RICHMOND County: ST CROIX The plumbing plans and specifications for this project have been reviewed for compliance with applicable code requirements. This approval is based on Chapter 145, Wisconsin Statutes and the Wisconsin Administrative Code. The plans are stamped 'conditionally approved'. This approval is contingent upon compliance with any stipulations shown on the plans. All items that are noted must be corrected. All items required by the city, village, township or county shall be obtained prior to construction. The licensed plumber responsible for this installation shall keep one set of plans with the department's approval stamp at the construction site. The installer shall notify the appropriate inspector when inspections can be made. This approval will expire two years from the date approved. If construction has not commenced before the expiration date, new plan approval must be obtained. The Section of General Plumbing has reviewed these plans for plumbing code requirements only. This approval is for the following elements only: - Private interceptor main sewer - sanitary Inquiries concerning this approval may be made by calling (608) 785-9334. Since ely, ITA M. DOCKEN Section of General Plumbing Safety and Buildings Division PGP001/0011w/ 9 cc: DAVID CALLEJA X Plumbing Consultant SBD 642518. 0/9 11 PLOT PLAN Scale 1"= -A()' G92402 7 7. ~ioras 1 N C ~ Ziro~vt . 0.. AS CODE ~ Z ~DAmm- *114 EL 988 N 3S'OF y PVC Cn1N,'Az' CovZj N bRtt1`,W i~~ D1H - Lri 1uP OF eLL-' 1D • ~ Cl1Ct~~lOOTS~ yrpVC i.~ ~/y"pVC ~v • S / ve y"+.,yE P .2S, ~i `{M pov~1 2 P1rC t of rj ov4` o r ~o vvt,° / R' 39 ~D a- x Lam- von 1-3 ~ w1 I FOR GE)N3% RFi L k V 1 IEW 1 i I.a, 't~o >v uT COM. P her oR III I I ~kaluute Tkls AILtM l 5~ Ii 4~1, I 1 ~ ~~R+' ~"~~V)`~ ~ •Q~ Q~/T"C~-~ ~S 1 5~ x 6 `C te- COW 'ZU Uvt . cis _ ~q`~6aoea:N01 r O ARTHUR L. N We t 15 P t}n P O 6LLSWORTH. S WtS. ow NEIL, : °i v e WEGERER SOIL TESTING'•.y ~E....' ~ \`~RVib CALLES}~ AND 81GI; 90 a~ 3 s "6+/" DESIGN SERVICE P.O. BOX 74 421 N. MAIN ST. RIVER FALLS; WI 54022 715-425-0185 SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations PRIVATE SEWAGE PLAN APPROVAL Western Regional Office 2226 Rose Street LaCrosse, Wisconsin 54603 WEGERER SOIL TESTING & DESIGN Owner: DAVID CALLEJA PO BOX 74 933 STH 64 RIVER FALLS WI 54022 NEW RICHMOND WI 54017 RE: Plan Number: S92-40513 Date Approved: July 9, 1992 Gallons Per Day: 450 Date Received: June 22, 1992 Project Name: CALLEJA, DAVID Location: NE,NW,6,30,18W Town of RICHMOND County: ST CROIX The plumbing plans and specifications for this project have been reviewed for compliance with applicable code requirements. This approval is based on Chapter 145, Wisconsin Statutes and the Wisconsin Administrative Code. The plans are stamped 'conditionally approved'. This approval is contingent upon compliance with any stipulations shown on the plans. All items that are noted must be corrected. All permits required by the city, village, township or county shall be obtained prior to construction. The licensed plumber responsible for this installation shall keep one set of plans with the department's approval stamp at the construction site. The installer shall notify the appropriate inspector when inspections can be made. This approval will expire two years from the date approved or if a sanitary permit is obtained, it will expire the day the initial sanitary permit expires. The Section of Private Sewage has reviewed these plans for private sewage system code requirements only. These plans have not been reviewed for the code requirements set forth in Section ILHR 82 for general plumbing or in Chapters 50-64 of the Wisconsin Administrative code. This approval is for the following components only: - REPLACEMENT MOUND Inquiries concerning this approval may be made by calling (608) 78 9 e~ ~O Sincerely, N - :;a ~ v } GERARD M. SWIM Section of Private Sewage m Division of Safety and Buildings , r PPP039/0009n/30 Z cc: DAVID CALLEJA X Private Sewage Consultan SBD 6123 A. 01/99 ~l Page of 6 MOUND SYSTEM FOR A BEDROOM RESIDENCE Pr Z B~DRiioDi~ 1" ~08i1,E 1-F~rie LOCATED IN THE MlE 1/4 OF THE NW 1/4 OF SECTION 6 , T 30 N, R 18 W, TOWN OF R tc-M -lO1jD , ST• c-p-A1X COUNTY, WISCONSIN. INDEX PAGE 1 of 6 TITLE SHEET PAGE 2 of 6 PLOT PLAN PAGE 3 of 6 PLAN VIEW-CROSS SECTION PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT PAGE 5 of 6 PUMPING CHAMBER PAGE 6 of 6 PUMP PERFORMANCE CURVE PREPARED FOR S-A-- lv~v' ~lCkll'16u~ W 1 5~~17 PREPARED BY .WECEFZEFZ Sa I L TEST I NG 1oNNN AND ,~o~diy I7E3 I C3N SERV I GE ~ sconrs`ls P.O. BOX 74 421 N. MIN ST. : RIVER FALLS. VI 54022 a ARTHUR L. • • wEr.ERER 715-425-0155 6LLSW~ORTH, = w(3. i ~pNhN~ G -L8 -~12 JOB NO. 9 Z - 5 g PLOT PLAN Page Z -of 6 = 30 ' Scale 1" This arprot;al does not include review of 7 7 my ",1U rtJ1119 csp 4eF a111 of klis septiciholding to".1,. See seepion ii.HR 82.20, Wis. Admin. Code to determine whether plan submittal and . ravat is required for that plumbing. p ~qo£ x ^~s PVk cope) 2 0D (ZJN Moa l %_q lia ll e ro 0 • h 1~48~ N IS~of U"PVC »~►J.~1Zr Cov > N ILM _ LTL trio. O1 O„1 'NP i of ALL 14"b C.Lft1300TS. 4 VPVC y y~ pve ~v S r PV C. 4 wy6 P ?S 2t 1Ni TT' of 2.l r--Q PVC Y A ~DtvN CMS`' .y C~v~~1~ ~.q C ~N ~NJ D 34 Loti + bow ~ I I ~ ~ r-t,a~t s 8 °1v bu Not ~°CMP h~T' oR I~ L L 3yv ~ `n} lS R lLt°M~ II l.- 4 ivo~; ?~pu~p ~ ~3~ ~Vt~c~-STD kS i zs' J~ X O-45y r•e. 1 Q.Z. y 3'l \ k► G~ ~►U cis $ Utiona APPROV744D k C lyPr:r 'i is r'IT OF QUISTR'f, iA60R ANIO Fi N RELATIONS i, VISCJld OF FCT %UlNGS i NOTES : SEE CORRES 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install permanent markers at end of each lateral. (Y required) 3. Install 4" observation pipes with approved caps. ( z required) 4. Septic tank to be 10ao gallon capacity manufactured by MLDweSTMVj V3W_~2AST, WC, 5. Bench Mark ieL. Wo.o oxj ~ in, OF: wt1,~_ HIIA-p. C s t vet 6. Divert surface water around mound to. prevent.ponding at the uphill side. Page ZSOf G Approved Synthetic Covering • Distribution Pipe Medium Sand Topsoil - H G Elev r. q`i. 5 3 E D 3 ~ - t7Pd,>• ITE SEW Slope ee~ flowN Bed Of % 2 % (Force Main Plowed s o~~ Aggregate From Pump Layer OvEry D N-0 Ft. DEPARTMENT €}I° INOLKiTRY, LABOR XV0 I UMAN RELATIONS NIISION OF SAFE" AND IL INGS Cross Section Of A Mound System Using E 1,CS Ft. A Bed For The Absorption Area F O.ia Ft. SEE CORK ICE G t- y Ft. A '3 Ft. H I- S Ft. Linear Loading Rate= O~ GPD/LN FT B - ? Ft. Design Loading Rate= 0-'-'s GPD/SQ FT I 2y Ft. J Ft. K Ft. L 0 Ft. F Mai W 301 Ft. L Observation Pipe $ K ~ ~r----------- A - t W Force Main C~.1TWe RT% Distribution Bed Of 2 M Pipe Aggregate I Observation Pipe Permanent Markers (Anchor securely) +`10 w-, uu 5 coN v E K -M `Ott mow S L oP t S I D e. S Pk's e• 2 o F ( . ) Plan View Of Mound Using, A Bed For The Absorption Area Page Of 6 Perforated Pipe Detail 0 End View )Perforated End Cap.. PVC Pipe Install permanent marker i A aa~~aa°`` at end of each lateral a,S Holes Located On Bottom, Are Equally Spaced Q S PVC Force Main PVC Mori told Pipe Distr ution Pi e Last Hole Should Be I Next To End Cop 1 End Cap J P ZZ Ft. Distribution Pipe Layout S V Ft. ONSITE SEWAGE SYSTEM X 48 Inches Conditionally Y LI? Inches Hole Diameter y Inch Em Lateral Inch(es) 4 A R 0 V, P i"' 1#1 P OF INDUSTRY, LABOR AND "AN RELATIONS Manifold Z Inches D! ISION OF SAFETY AND BU D GS Force Main " Z Inches 1 SEE t:ORAE E # of holes/pi pe Invert Elevation of Laterals Ola•a Ft. Place 1st hole 24"from center of manifold with succeeding holes at L1 5 " intervals. Last hole to be next to the end cap. ' PLiMP CHAMBER CROSS SECTION ARID SPECIFICATIONS PAGE S OF 6 VENT CAP 4"C.I. VENT PIPC WEATHER PROOF PROVED 25'f ROM LOCKING MANHOLE JUAICTIOLI BOX COVER WITH WARNING LABEL ~ DOOR, It'MIU. WINDOW OR FRESH AIR INTAKE GRADE ( Y"MIN, j m- q.5.5 I ~I CONDUIT-- ON' SITE SEWAaOVIfa AA j " II IAILET APPROVED CL! I I I APPROVED JOINTS ' rEO JOIWT A -s~G~L~~d2 I II I (I ALARM APPROVED a > is .i l1f IL`'s :A!~ OF [N'~€?USTRY, LABOR AND ;VisiuTd OF AFE N U.L U ELM IO~'~~ I ON c Gs 1 LLEV. $ f T. SEE CQRRE PU _ _J ~ OFF 0 e_ 8-7.5 CONCRETE BLOCK 13" APPRovC I RISER EXIT PERMITTED 0ULy IF TANK MANUFACTURER HAS SUCH APPROVAL. IUDDINQ SPECIFICATICIMS 005E 6 N1tinw11 LOW PRZcPr -T IJU TANK M AtJUFACTURCR. MBER OF DOSES: 3• PER OAy TANK 51ZE: , S O GALLONS DOSE VOLUME ~3b. 5 ALARM MAMUFACTURiER: S.S. ~'(~p SttS`t E)l% INCLUDING DACKFLOW: f.ALLONS MODEL kIUMBCR: 1O1 1~w CAPACITIES: A= 1SI/ZINCHESOF. 304''1 GALLOWS SWITCH TSPC: Z INCHES OR 39' 0 G( LLOLIS PUMP MANUFACTURER: LLtM -7 INCHES OR \31"5 GALLOWS MODEL NUMBER: G.7 0 s II INCHES ORS GALLOUS R u" uOTE: PUMP AUD ALARM ARE TO bE SWITCH TYPE' tn, MINIMUM DISCHARGE RATE Oa GPM INSTALLED OU SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEU PUMP OFF AA10_DISTRIbUTIOU PIPE.. 33 FEET t MINIMUM NETWORK SUPPLY PRESSURE . . . 2.50 FEET ♦ , S FEET OF FORCE MAIN Y. ! F.Yo ftFRICTIOLI FACTOR. L' 03 FEET + TOTAL OtIUAMIC. HEAD = \Z'b6 FEET DIAMETER d' tom , a ! N ILITERLIAL. DIMENSIOFJP OF TANK: LEAIGTH E_ct'i gOr-,WIDTH 54 AP ;LIQUID DEPTH Z S,Y•• k3pT . BOTTOM AREA 231= GAL/INCH AS PER MANUFACTURER \q,-S' - GAL/INCH 6 W tu ARGE 6 OF LL' HEAD/CAPACITY CURVE 4/b 6y. MODEL 97 4%i 30' - a 446 ' 2s' m - 1112 -111hNPT W 6 20' 43/16 = m U Z 15' 0 4 J 101- " F 101- 2- 5' i 0 - us 10 20 30 40 50 60 70 GALLONS LITERS 0 00 160 240 10/'/16 l FLOW PER MINUTE TOTAL OTNA W HEADIFLOW PEN MINUTE EFFLUENT AM DEwATENM/0 CAPACITY HEAD UNITS/MIN - 35/16 FEET METERS GAL LTRS 5 1.52 56 212 10 3.05 46 174 15 4.57 35 133 I 20 6.10 15 57 Lock Wve 23.75' CONSULT FACTORY FOR SPECIAL APPLICATIONS . Electrical alternators, for duplex systems, are available a Mercury float switches are available for controlling and supplied with an alarm. single and three phase systems. a Mechanical alternators, for duplex systems, are avail- a Double piggyback mercury float switches are available able with or without alarm switches. for variable level long cycle controls. SELECTION GUIDE 1. Integral float operated 2 pole mechanical switch, no external control required. Standard All Models - Weight 33 lbs. -112 HP 2. Single piggyback wide angle mercury float switch or double piggyback mercury float switch. Refer to FM0477. 97 Seri" Control Selection 3. Mechanical alternator 10-0072 or 10.0075. Model volts-Ph Mode Amps Simplex Duplex 4. See FM0712 for correct model of Electrical Alternator. "E-Pak". M97 115 1 Auto 12.0 1 or 1 & 7 - 5. Mercury sensor float switch 10-0225 used as a control activator, specify duplex (3) N97 115 1 Non 12.0 2 or 2 & 6 3 or 4 & 5 or (4) float system. D97 230 1 Auto 6.0 1or1&7 - 6. Four (4)hole "J-Pak", junction box, for watertight connection orwired-in simplex or g97 230 1 Non 6.0 2 or 2 & 6 3 or 4 & 5 2 pump operation, 10-0002. 7. Two (2) hole "J-Pak", for watertight connection or splice, 10-0003. CAUTION For information on additional Zoeller products refer to catalog on Combination All installation of controls, protection devices and wiring should be done by a Starter, FM0514; Piggyback Mercury Float Switches, FM0477; Electrical Alternator, qualified licensed electrician. All electrical and safety codes should be lollowed FM-0486; Mechanical Alternator, FMO495; Alarm Package, FMO513: and Sump/- including the most recent National Electric Code (NEC) and the Occupational Sewage Basins. FM0487. Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. 3280 Old Millers Lane Manufacturers of... O ZAIZZI)w TZ7. P. O. Box 16347 a Louisville, Kentucky 40216 % N • (502) 718-2731 a FAX (502) 774-3624 ,QUALITY )QMPB ~NCE IYYf O J 0 5 b r~ 0 o c c v+ L 0 0 ;4 U! 3 q 3 ff O O d r v tal Q _ 0 ~j Vn , 3 2 0 V-1 D A A £ c 1 03, p W N 3~ » 3~ ,y s tD N N y V✓ ' ~p I , A C l/ G O N ~j w s ,s .s K3 r ur W W W N n. n IV N. c r G c 'C c a o O C o r G r r n X ,J N d D r► N ° V o IA X 0 W ' c C 1n J o '(D G 0 n N ro O O o (D 45 ~ m N c , v+ c O v" ~n n r- ~n ~ ~ ~ ~ ~ " I N -1 7v 0 V, e, 0 Z ~c Z s EA d~cro CL w OD (D m 0 cc 4D , N p o r+ n N Q' N N V N A Vag N P C: a 1D cD D L4 Q H N -0 0) N G d ' Q. 0 o a o v//' .J/ r o A A Z o S o C N m CL r~. V N N W ' 2 Z ' o+ 3 o X '0 X, L6 r n ti D m A 1 1 0 d f e. N y a'< 7 o 0 CL. ONI (D 00 90 o) -0 :3 X C! -4w _0 to * "o 1 Q r w N O C 0 G v r 0 -C o to p W ow o V 00 ` n,tC1 I 3. 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S T C 105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER c~- A(~ L_ F,);4 ADDRESS I S_? .SS1,4LE /per/ FIRE NUMBER 33 i CITY/STATE I'leiv ZIP S-,~/0/7 PROPERTY LOCATION : AI SECTION, -3a-4 T N-R W TOWN] OpF ; L u &Q A St. Croix county, SU$bIVISiIO1N LOT NUMBER i ~ Improper use and maintenance of your septic system could result in'l; its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed septic tank pumper. What you put! into the system can affect the function of the septic tank a's a treatment stage in the waste disposal system. St. Croix County residents may be eligible to receive a grant for a axiimum of 60% of the cost of replacement of a failing s'ystem,1which was in operation prior to July 1, 1978. St. Croix r-ounty ;accepted this program in August of 1980, with the requirement that owners of all new systems agree to keep their system properly maintained. The property owner agrees to submit to St. Croix Zoning a certification form, signed by the owner and by a mater plumber, ,journeyman' plumber, restricted plumber or a licensed :pumper verifying,that (1) the on-site wastewater disposal system is in proper operating condition and (2) after inspection and pumping (if necessa',ry)!; the septic tank is less than 1/3 full of sludge and scum. I/,We,!;the undersigned have read the above requirements and Iagree tp maintain the private sewage disposal system in accordance with the standards set forth, herein, as set by the Wisconsin DNR. Certification stating that your septic has been maintained 'must be omplet,gd and returned to the St. Croix Co. Zoning Officer within ~0 days'bf!the three year expiration te. II SIGNED' i)a ~YV .4 YQJ 4 C&,-. DATE:, 9 S1t . Croix "6o. Zoning Office ;911 4th St: (Hudson,' WI, 54016 i i • S T C - 100 this application form is to be completed in full and signed by the owner(,s) of the property being developed. Any inadequacies will only 'result in delays of the permit issuance. Should this ;development be intended for resale by owner/contractor,(spec house), then a second form should be retained and completed when the property is sold and submitted to this office with the appropriate deed recording. owner of property GL,~-C[ Ll Location of property/_1/9 Section ~~O-l T N-R W J Township ti' ~CGI/h©/I~ Mailing address ~UO - T Address of site Subdivision name Lot no. Other homes on property? yes No Previous owner of property Total size of parcel Date parcel was created 1 .00 Are all corners and lot lines identifiable? X Yes No Is this property being developed for (spec house)?-Yes No volume and Page Number as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICATION THE FOLLOWING: A WARRANTY DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE NUMBER & THE SEAL OF THE REGISTER OF DEEDS. In addition, a certified survey, if available, would be helpful so as to avoid delays of the reviewing process. If the deed description references 'to a Certified Survey Map, the Certified Survey Map sall also be required. PROPERTY OWNER CERTIFICATION I(we) certify that all statements on this form are true to the best of my (our) knowledge that I am (we) (are) the owner(s) of the property described in this information form, by virtue of a warranty deed recorded in:-the of' ce of the Count Re ' County ster of Deeds as Document No. S ga and that I (we) presently own the proposed site for' the sewage disposal system or I (we) obtained an, easement, to run the above described property, 'for the construction of said system, and the same has been duly recorded in the office of county Register of deeds as Document No of I Signature f appl,i ant Co-applicant Date of Signature Date of Signature DOCUMENT NO. jl STATE BAR OF WISCONSIN FORM 1-1982( THIS SPACE RESERVED FOR RECORDING DATA WARRANTY DEED Q , BOOK I61 PAGE 1; AEQ4151*5 OFFICE This Deed. made between Michael Anthony __a_• _ ST. CROIX 00., WIS. Calle ncl-_Kalli__J_,-.Calleja-,-_husband__and-wife•,_-as_•_....__..__ Rec'd~ fOr ~Mrd thI$ 24th joint _._tenanSs Nov. Grantor, Y __X1:,..,,55 A,A.D. 19-86 i and -David--J.--Call--a,--a--single man--------•---------•••••••••--------• j I ! K M nd~ j Grantee, j Witnesseth, That the said Grantor, for a valuable consideration...... One dollar and other valuable consideration RETURN TO conveys to Grantee the following described real estate in SX,-._C.roix-----._ Northwest Federal Banking County, State of Wisconsin: I' New Richmond, Wisconsin 54017, Tax Parcel No- Part of the N11 of the NWk of Section 6-30-18 described as follows: Commencing at the NW corner thereof; thence E on the N line of said N~ of NW'k 1,446 feet; thence S 55 feet to the S line of the right- i of-way of State Trunk Highway '164" and the place of beginning; thence E on said S right-of-way 229.2 feet; thence S 190 feet; thence W 229.2 feet; thence N 190 feet to the place of beginning. I! Subject to recorded easements, reservations, and rights of way. I! SFte This s homestead property. (is) (is not) Together with all and singular the hereditaments and appurtenances thereunto belonging; And_____._ Michael. Anthony Callej a I! warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except i h' no exceptions and will warrant I! and defend the same. November 86 Dated this day of U-Z......... 19 (SEAL) (SEAL) ii * Michael Anthony Calleja a/k/a Michael A I (SEAL) ----•(SEAL) calleia C~ I * * --------Kelli J. Calleja i ~I AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN I I St. Croix ss. ---•-------..._-•-•----County. authenticated this day of 19 Personally came before me this ---.-----November 19_.86_. the 1'apd Michael Anti on - Calle a a ••..y. * Kelli J. Calleja, husband~nricj #,F c. TITLE: MEMBER STATE BAR OF WISCONSIN (If not- authorized by § 706.06, Wis. Stats.) ''nn to me known to be the person v N0 ex~c>xtxcl, e', for fig m ument and acknowledge the ia;ne THIS INSTRUMENT WAS DRAFTED BY V (i Eric J. Lundell, Box 157 New Richmond, Wisconsin 54017 * ..Patricia -A. Seabloom # Notary Public t . Croix County, Wis. (Signatures may be authenticated or acknowledged. Both My Commission is permanent. (If not, state expiration are not necessary.) date: September--16......................... 19..90...) *Names of persons signing in any capacity should be typed or printed below their signatures. 7 -Z - - M STATE BAR OF WISCONSIN H.GM , iIleillerCow,•~,,rrpaparry ® FORM No. 1 - 1482 Stock No. 13001 S kh- V C~ vY' . • 1m'a./ f W y ' PW V Y CC "0 :4L 5: LL CS ¢ Y ' ra tE : cb to o 0-1 : C91% ~a O cd m p 3 -:~-.~i A :3 2 .i U .-Z fe V c7 N I Q y E 9- +3 v ' S, Y ' j s ° N Z = d d s Q -y LLB O C7 m -x a v N Z L. Z r~i~ S~ Q) Z (ifs cad E ! v 4-3 ~ o Q s - m 4-3 x a o Y o N m 0 Q ai . cli 0.. N to O J W [ o Q 3 C U O 4p Q p y i r -o s ' u w m w a co S Z N v i o a r_ , LLJ.: Z co "F- ti r o r a Z UJ-C LL v ~ cz "0 Q i oul a Z W poo vl y J Oi~ O E j W Z _c t' d i H r O m N 0 \ O Q Ul C mac, m W Z{ d h c Qt p y. a`o NW E. h ~ N Jy CC , j Cd v Q O W 0 0 LL 0 J .o+ -ow co Z -0 0 S2 cri C _ co o U-) g ca W w 1S~i co V s> N 'tn cc co N po L!1 i. C a, co > 42 E C J O o h e a:3 o N 1+ N C/1-8 a i a>. co r ~i v WS" my OLD h C ~ s S~° 41 N c o o W st c' Q. vow CO ~~y > o co "C 3 Q W%- o 5 d u of y i p • i H Q p " 0 z d vv -p : o z C X O 1~ w° 3 fa ' 0 3 i E = 0 d OH -a ° h U i z o 0 V) w G LL G C C/~ O, y N' rj. z if. as cc ST. CROIX COUNTY r~ WISCONSIN "~~+f„ZONING OFFICE ' : 3 y'Td ST. CROIX COUNTY COURTHOUSE ~F t 911 FOURTH STREET • HUDSON, WI 54016 (715) 386-4680 June 12, 1992 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 To whom it may concern: An onsite investigation of the David Calleja property, located in the NE 1/4 of the NW 1/4 of Sec. 6, T30N-R18W, Town of Richmond, St. Croix County has been conducted. This onsite revealed suitable soils at a depth of 29" below which massive soil structure exists, making this site suitable for a replacement mound with 12" of sand fill. Should you have any questions, please feel free to contact this office. Si cerely,` James K. Thompson Assistant Zoning Administrator cj