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HomeMy WebLinkAbout040-1206-10-000 ` 0 N O 3 y a d r1 o y f c 3 r* n1. C > > co co o (D (D m 1 \ 1 v 3 3 3 1 ~ Z O COO n O N N O fD i0 ry :T ~5 o m o 0) 3 c o cD f• j p d O CD (D d. Z ~1 N J y 0 NO ~h 1 cl) EL :z CD 03 0) (D oo 7 N CD CD N N CA j CD O U) CL 0 O 3 D' p o a• (D ° can ° c m 0 CD o _ a °o (D 0 N O 0 o a 3 n M (p U, U) U) C rj ;2 N (DD CO ~i d u, D co ° p N N a c O Z !CD O W a C~r1 D W n n N IW v . - :7 r3 (D (n (D C. rt t~ Z O = z O CD 2 (7 r N O ° 00 c ° cn Cn N 3 r Q ~j rt H d ~ t~ O O O z o O O vi ~ 0 (D a, ~ 3 cn to to o O OW N 3 m CCD ID O GM m m p H iii ~l = y = d S U) N S •~i N ~1 H 1v v 3 m N m N N a r a z Q a 03 Z C? D CD 0 d t, W o z 0 I O a O N• 1- J co S (n O CD N CD !r I r m N CD N N W n Z7 C U) c CD Z F-+ lJl r'' CD (I M. COD CD CD W C d d w N O O N 3 ° c3D -1 U) co CD cn Z m O A? n n O Q a A rn (D ~ W v w O rt C H. W (D a CD ~ z O a 3 A X c °o z n Cl) 3 H ~ CD A rt w f w r s D m a m a a a CD o o T -n 3 O a o ° CD a 0 CD 0 N N CL CL v CD N 0- O i 7 ~ ~ A A ~ A A I N O O V A 0 O Op N (D M W O ° O 9 OO a V Form- S T C - 104 AS BUILT SANITARY SYSTEM REPORT ~j OWNER e e w, r TOWNSHIP SEC. T~C> N-RW ADDRESS ST. C/ROIX COUNTY, WISCONSIN SUBDIVISION > f LOT LOT SIZE PLAN VIEW Distances and dimensions to meet requirements of IIHR 83 SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM /x~u.~a~•e ~~vd Y -1' ~5'4~ a4k 4 3 tdYH~r a~ 14 X70, v~joS ~ w = f~ . ~Oc U ~ivai ~-~j c~ r o2 f 'Q' v° / K l I p h^ 1' h ~14 ~S ! ~ g .l/ /GdU .f rl (s s, INDICATE NORTH ARROW BENCHMARK: Describe the vertical reference point used Elevation of vertical reference point: / 4 c/ Proposed slope at site: U v SEPTIC TANK: Manufacturer: aw S /j Liquid Capacity: U Ul / Number of rings used: Tank manhole cover elevation: Tank Inlet Elevation: Tank Outlet Elevation: Number of feet from nearest Road: Front ,~Side ,O Rear, O feet From nearest property line Front,OSide,ORear,~ ~S feet Number of feet from: well building: 3 f r' (Include this information of the above plot plan)( 2 reference dimensions to septic tank) SEE REVERSE SIDE PUMP CHAMBER Manufacturer:, c✓ s Liquid Capacity: Pump Model: Pump/Si-gUen Manufacturer: C_ Pump Size Elevation of inlet: Bottom of tank elevation: Pump off switch elevation: Gallons per cycle: 16 A Alarm Manufacturer: L !~/S/ ✓ ; S'n ,,9/4/' Alarm Switch Type: f r% 7- Number of feet from nearest property line: Front , Side, O Rear, Ft lj Number of feet from well: le-,a r. Number of feet from building: (Include distances on plot plan). SOIL ABSORPTION SYSTEM Bed: Trench: Width: Length: Number of Lines:, Area Built:- Fill depth to top of pipe: j y Number of feet from nearest property line: Front, 0 Side, O Rear,0 ht b > Number of feet from well: e 74 Number of feet from building: ~l (Include distances on plot plan). SEEPAGE PIT ' Size: Number of pits: Diameter: Liquid depth: Bottom of seepage pit elevation: Area Built: Has either a drop box O or distribution box O been used on any of the above soil absorbtion sytems? (Check one). HOLDING TANK Manufacturer: Capacity: Number of rings used: Elevation of bottom of tank: Elevation of inlet: Number of feet from nearest property line: Front, O Side, O Re-r, O Ft. Number of feet from well: Number of feet from building: Number of feet from nearest road: Alarm Manufacturer: Inspector: Dated: Plumber on job: CZ, d, 1 t License Number: 3/84:mj SAFETY & BUILDINGS DEPARTMENT OF INDUSTRY, INSPECTION REPORT FOR DIVISION LABOR & HUMAN RELATIONS PRIVATE SEWAGE SYSTEMS BUREAU OF PLUMBING P.O. BOX 7969 uIoll MADISON, WI 53707 ❑ALTERNATIVE s,ate PIaPL N m KXCONVENTIONAL 'a IID ❑ Holding Tank D In-Ground Pressure D Mound INSPECT DATE NAME OF PERMIT HOLDER . JADDRESS OF PERMIT HOLDER. 1613 Pinewood Land, Hudson, WI Dave Drewiske REF. PT ELEV DsT REF PT ELEV BENCHMARK (Permanent reference point) DESCRIBE IF DIFFERENT FROM PLAN ~7~7 Section 16f T28N-R19W, Town of Troy, Lot~~ll, Glover Station I NW NW Na,„e Plu beer IMPIMPRIW No , Sani~erv Perm, N.~mbe, St. Croix 7/+997 Charles Webster 6589 MANUFACTURER. LIQUID CAPACITY TANK INt E1 ELE V. TANK OUTLF?ELf.V WARNING LABEL LOCKING COVE SEPTICTANK/HOLDIN TANK: PROVIDED PROVIDED r DYES ONO DYES ❑NO !I' 4 (VEN PROPER rY WELL / BUILDING. VENT TO FRESH . VENT DIA VENT Mni l LL] WAT E R NUMBER OF ROAD LINE LAIR INLET BEDDING FEET FR M OM DYES NO YES ❑NO NEAREST ~;h;P siPra~,N 1,1A nCTiIHEFi WARNING LABEL tRD ER DOSING CHAMBER: L QUID CAPACI TV I I PUMP MrIDE . MANUFACTUREFi BEDDING PROVIDED [_,'YES ENNO DYES DNO PRr)PFHTY we LL roFRESH PU MP AND CONTROLS OPERATIONAL NUMBER OF I, F NLET. GALLONS PER CYCLE: FEET FROM (DIFFERENCE BETWEEN DYES LJNO NEAREST:: PUMP ON AND OFF) lnral rFH vAT~Rlnr ANU MSOIL ABSORPTION SYSTEM. Check the soil moistur steru at ct the depth of plowing - or excavation. (If soil can be rolled into a wire, conion shall cease until LFORCE AIN he soil is dry enough to continue.) t - 'IN`I IJE 11.1 =S CONVENTIONAL SYSTEM: uoulD AV PIT DEPTH BED/TRENCH WIDTH LENGTH NO OF DISTR PIPr SPA( Ir j"I i, PI T T R E NCH IS DIMENSIONS PROPS RTYr; :=A NT TO FRESH t ,EL DEPTH FILL DEPTH 1, 11T PIPF DISTH PIPE DISTRPIPE ERIAL NO DISIH NUMBER OF R INLET 9F1(wPIPFS AeovE COVER FE,FV INII I ELEV FND PIPE S - FEET FROM NEAREST---~ MOUND SYSTEM: IE perpendicular to slope Check the texture of the fill material for PROVIDE A DIAGRAM OFSYSTEM Mound site pl and furrows tn upslope: mound systems to make certain that it ON REVERSE SIDE. SHOW ELEVA TIONS MEASURED. meets the criteria for medium sand. D❑NO olasFwvAnrlNwFELs PI HMnNI N 3 r.~nHKFHs SOIL COVER rEx[ DYES DNO DYES ❑NO SEE OFL MULCHED S(111Df nFPTHROVERTRENCHBED DEPrHOVERrHENCHBEU oFPnioFr„PSrnl 1, DYES ONO LATE EDGES O CN YES ENO D YES ?ESSURIZED DISTRIBUTION SYSTEM: L DEPTH ABOVE COVER - WIDTH LENGTH NO. OF LATEHALSPACING (,HAVEL DEPTHBFLON PIPE BED/TRENCH TRENCHES MANIFOLD MANIFOLD MATERIAL NO DISTH DISTH PIPE DISTHIBU I ION PIPE MATERIAL & MARKIN DIMENSIONS ` PUMP MANIFOLD DISTR. PIPE PIPES [IA ELEV. ELEV DIA ELEV LINFO ATION AND vRncAE SIFT aTRRESaoNUS TO APPROVED RIBUTION COVER MATERIAL E RMATION H DLESIZE HoLESPncING URILLEDCOHaECIEY M ENO PLANIS ❑NO DYES DYES NUMBER OF IPROPE RTY WELL BUILDING PERMANENT ARKERS. OBSERVATION WELLS. LINE. COMMENTS: FEET FROM DYES ❑NO OYES I_ ElNOLEAREST~__ ~ ` ear << ~ - Retain in county file for audit. Sketch System on - TITLE Reverse Side. SIGNATURE DILHR SBD 6710 (R. 01/82) ~ ' wISCOnsIn -7 APPLICATION FOR SANITARY PERMIT DILHR J~ COUNTY (PLB 67) M OEPFIRTTEnT OF UNIFORM SANITARY PERMIT # InbUSTRV, LRBOR 6 HumRn RELRTIOnS G c v f e C✓ 4) 7 -Attach complete plans in accord with s. H 63.05, Wis. Adm. Code for the system, on paper not less than 8%x 11 inches in size. -See reverse side for instructions for completing this application. PLEASE PRINT PROPERTY OWNER MAILING ADDRESS le,~'/,> ,ooP,Ae k. r, L ~ l PROPERTY LOCATION Cff*,': A','l/4 4~ l/4, S Tit N, R &490 W V WWv N OF: f. , LOT NUMBER BLOCK NUMBER SUBDIVISION NAME NEAREST R/O/AD, LAKE OR LANDMARK STATE PLAN I .D. NUMBER 1 i ~ ,4i ~l ~i l < < TYPE OF BUILDING OR USE SERVED 0V6 r~ _/6r_&00 r 1 or 2 Family Number of Bedrooms. Public (Specify): ll=' THIS PERMIT IS FOR A: ❑A-1 ew System ❑ Tank Replacement ❑ Repair Replacement Soil Absorption System ❑ Revision ❑ Privy Alternate System ❑ Reconnection ❑ Petition for Modification IF THISIS A CONVENTIONAL SYSTEM COMPLETE THIS BLOCK. CJ 5eepaye Bed ❑ Seepage Trench ❑ Seepage Pit ❑ Holding Tank ❑ System-In-Fill ❑ In-Ground Pressure ❑ Vault Privy ❑ Pit Privy ❑ Existing, For Which A Previous Permit Is On File, Permit # issued ❑ An Existing System That Has Been Inspected And Is Compliant As Far As Soil Conditions. Total #of Prefab. Site Steel Fiberglass Plastic Gallons Tanks Concrete Constructed Septic Tank Capacity Lift Pump Tank/Sip aruber ,r Holding Tank capacity r Manufacturer: r✓f ~i ~r IF THIS IS AN ALTERNATIVE SYSTEM COMPLETE THIS BLOCK: ❑ Mound ❑ In-Ground Pressure Total #of Prefab. Site f1 f Gallons Tanks Concrete Constructed Steel Fiberglass Plastic Septic Tank Capacity / Lift Pump/Siphon Chamber Manufacturer: PERCOLATION RATE ABSORPTION AREA ABSORPTION AREA WATER SUPPLY: (Minutes per inch): REQUIRED (Square Feet): PROPOSED (Square Feet): _vd -1 -Ze Private -1 Joint ❑ Public I, the undersigned, hereby assume responsibility for installation of the private sewage system shown on the attached plans. Name of Plumber (Print): Signature: - MP/IVFMR fV No.: Phone Number: 1 f ' w Plumber's Address: c/r Name of Designer: COUNTY/DEPARTMENT USE ONLY Signatu e of Issuing Age: Fe G Date` ❑ Disapproved ~ ~ Owner Given Initial - Approved Adverse Determination 'Reason for Disapproval: Alternate course(s) of Action Available: DILHR-SBD-6398 (R. 5/82) DISTRIBUTION: Original to County, One Copy To; Bureau of Plumbing, Owner, Plumber INSTRUCTIONS FOR COMPLETING THIS PERMIT APPLICATION, PLB 67 - SBD 6398 To be complete and accurate the permit application must include: 1. Property owner's name and complete legal description, please circle the appropriate municipal government unit, (whether this is in a city, village or town); 2. Indicate specifically what type of use is served, if public is checked indicate type of use (i.e. 10 unit apartment, 30 seat restaurant, etc.); 3. Complete the block for conventional or alternate system depending on system type, check all appropriate boxes or blanks. 4. Indicate the design percolation rate listed on the 115 soil test report, the number of square feet required by code and the number of square feet to be installed; 5. Complete the section on water supply; 6. PRINT the name of the master plumber or master plumber restricted who will install the system, circle the appropriate license classi- fication, place your license number in the space provided and sign the permit in the signature block; 7. Please place the plumbers business phone number in the blank provided, if there is a problem or question this will speed review of the permit; 8. Change of ownership or plumber requires a Sanitary Permit Transfer Form (67-T) to be submitted to the county prior to installation. Failure to comply will void the sanitary permit. 9. This permit may be renewed, and at the time of renewal any new criteria in the Wis. Adm. Code will be applicable. 10. A new permit will be needed if there is a change in, estimated wastewater flow, (number of bedrooms, etc.), location of the system, depth of the system, type of system. 11. All revisions to this permit must be approved by the permit issuing authority. 12. A complete plan including a plot plan, drawn to scale or with complete dimensions. 13. Horizontal and vertical elevation reference points that are permanent and clearly showt~ 14. Piping detail including pipe size, separating distances, distances between beds if appropriate, tank locations, effluent line tiom tank(s) to system, building sewer and vent observation pipe(s). 15. The permit issuing agent may require a cross section drawing of the effluent disposal system. TO THE OWNER: This is valid for two years. Changes in your building plans or locations may require you to obtain a new permit. Private sewage systems must be properly maintained. Have a licensed pumper clean your septic tank whenever necessary usually every 2 to 3 years. If you have questions concerning your system, contact your local code administrator or the Bureau of Plumbing, DILHR, State of Wisconsin. DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY, C DIVISION LABOR AND PERCOLATION TESTS (115) MADISP.O. BOX 76 HUMAN RELATIONS ON, WI 53707 (H63.090) & Chapter 145.045) LOCATION: SECTION: TOWNSHIP/MIJ414,fp>~1TY: LOT NO.:BLK. NO.: SUBDIVISION NAME: 1 qH (or) W N COUNTY: OWNER'S/BttY-ER'S NAME: MAILING ADDRESS: S- G USE DATES OBSERVATIONS MADE NO. BEDRMS.: COMMERCIAL DESC IPTION: PROFILE DESCRIPTI NS PERCOLATION TESTS: idence ✓ fJ New ❑ Replace / i RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: MOUND: IN-GROUND PRESSURE:SYSTEM-IN-FILL HOLDING TWNECOMMENDED SY STEM:(optional) N ❑U C $ DU DS F-111 C- S ❑U ❑S If Percolation Tests are NOT required DESIGN RATE: C s If any portion of the tested area is in the 9 ' under s.H63.09(5)(b), indicate:/~o/-/ t, Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL ELEVATION DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, OBSERVED EST. HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) B Y L r~ L, d h S ~f ~~e r , B- ! h i -mi S y r J d f/~ o rr r c> > < s. t < s . y- ~cc ~s f t' o B- B- PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 PERIOD 3 PER INCH P- •T X tj- 6 - 6' G P- P_ I PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. SYSTEM ELEVATION 3 , r 3 I fy i le, ' ? _ ! 7o t t ~E c =d /e 1 kP jy f H 4 t NI, .s „ E . O € , c r 3 , ~y E 14 _q ~r E 3 I, the undersigned, hereby certify that the soil tests reported on this for re made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. NAME (print): TESTS WERE COMPLETED ON: ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional): /t~f a /`D/f!$ ✓ o~Gl/ sc . Sgt/ U 7 f l 1 T ~-S 771 CST SIGNATURE/- / DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR-SBD-6395 (R. 02/82) - OVER - i-~t ~ t,'L"I i ,q :6:i E,i t? 1)" ! £ ? FE: [[h~t„z, thi a 'n p s e..Ft-}i' R,. z r rA RF ROULED ? lt_ - .>4,,.D `L')N x. 'L CUND, s 0: PLEASE £ c lh aC.~.z C tE:a?r,Dns Olo vr' p7{)7ri' this ialnons and GC7Fl1pleOng th", plor pk ~`•=`71}E Icaurlii y . T.-'St lcca ~nt - I a, Fa to € i£ £ r r 1W, -s: if R', - t=c S ".3 i . -k as Gi.r: s ~ s v ~'o (1) (D ~m 0 0 m ? ~ N * CD a3 ~Sw w cr o cpwwC~n~~ C 3 c 0 co p 7 p, N pp Z p O CD CD O n~ ] CD '0 C~ U) Q '0 c CD O CD * O N 4 m p d 0 0 w o CD A (D M p CD CD CL N = pOp Nr o w a CD cn m ~m ?cD Ca • « CD , o O CD CD 00 o 3 a o - co ca 0 CD c o w o - oo~ `a>> .o~ w p O C_ c w 7 Cn 3-"c oc3oao Z~ c: l< uD ww~ ~-~owwu~. O O p a CD 7 31 CD _ (D 7 w 00 B CD W m c O < CD U) Cn ca Q CD (on c o D c 0 O C) 4,,0 °om~of O 4" w O w p n~ = N C COL w N Z o N CD 7 m $1) m o En w CD :E G (w w sw Z m ~(nCD cD~~ o m?n D n m n CD o 3 N (n o`°o: R1 C° O (n C Q N n. CD M' =a co N Iwo u,cn0) CD m C m w=r.3~ m m cErr o a w CD cn N n ~cnm 'n =t Qw = CD ~p ono N 0 0 CD cc CD D Noc ccamC n.3o~ ccnc=cawo m W = W CD = d CD U) M CL aC CL m ao 0 n c~~ cDCD3 m o U! O +n ca 7 O N CD 7 CD O O co a CD CD C CD CD o O v c As n c 3 o -3 c* w a5 nCD O 3 - CD ® cD ca o ~t o y O ST. CROIX COUNTY WISCONSIN L ~ ~ }p F ZONING OFFICE 796-2239 (HAMMOND) 425-8363 (RIVER FALLS) HAMMOND, WI 54015 November 18, 1985 State of Wisconsin, DILHR Bureau of Plumbing P. 0. Box 7969 Madison, WI 53707 Attn: Carolyn Haag Dear Carolyn: Permit#69696 has been rescinded and permit#74997 issued in its place. The first plans were drawn without a percolation test, thus making it a Class II system. Since that time, a percolation test was done, resulting in a Class I, and the system has been resized accordingly. Should you have any questions regarding this subject, please feel free to contact this office. Sincerely, A10- Ma ry J. Jenkins, Secretary St. Croix County Zoning Office Attachment: Permit#69696 2 = z O O COO* co c z o0 A Z co to_ , 0 coo M W 00 K r N --1 0 x o m COO* < -.u m M~ C) F m Now n ~o - C7 G) m = f C7 C) cn N ~ Cn Z p m 00 0 U) D F •>`c O ---4 C Cl) C Z z < 00 m 0 rrl n z Now v) - 0 p _ v) ~5 c rn C 0 _ - m 0 3-mv m d m i o `9 CD CD 11 :3 :k a) m '~ao a~ n r > 0 0 m~ -M1 p ° 3 m = m c o o 533 N s T pro m3 d H a=o3 2. p fT1 all= 25w Lq a ° - p a < ' o 3 3 3 d m t/) p no 10 3 Z ° - <NN = Z CU 00. 00' a ~ ~ ~ m V1 ca < o o v D 10 F < m OD C W to » y H V 3 O 0>3 ' H 3 R= o N 3 m PAGE OF CrOSS. Secjlon 0~ bee SyJer+ Fresh Air Intel$ And Observation Pipe C2)1--Approved Vent Cap Minimum 12" Above Final Grad* i i 20- 42" Above Pipe _ 4" Cast Iron To Final Grade Vent Pipe Mvsh Hay Or Synthetic Covering win. 2" Aggregate Over Plpe Olelribu Ion Pipe 0 0 0 0 0 -Tee 6" Aggregate Perforated Pie Below Beneath Plpe ° P o -Coepling Terminating At Bottom Of System P~pPo1cD t'ina~ 9rs.clt / SOIL FILL DISTKIBU7101.1 PIPE APPROVED S4MPETIC COVER 2"oFA6GR~6AT~-fir c4 `MATERIAL OR 9" OF STRAW OR MARSH HAy ~LEV, oF~~ FEE O 12-21~Z AGGREGATE T-~ 64 d;4+ 6-4 DIS•TRIpyUTION PIPE T BE AT LEAST IIJCHES BELOW ORIGIAIAL GRADE AME) AT LEAST?-0 INCHES BUT AIO MORE THAM H2 MCHES BELOW FIAIAL GRADE MAXIMUM DEPTH OF F-XCAVAT100 FROM ORIGIWAL 6KA0F- WILL BE -L-7--C;~UCHES MIKIMUM A£Pn+ OF EXCAVATImN FKOIA 0IR16114AL GRAPE WILL. BE 3' INCHES SIGHED: L LIGEIJSE AJUMBER: f DAT • LGt G/o• Sr~t,'~~ 170 ko 00 ;011 e' ri b d°/~o/.,jam P.~. P~ f .T ~'.►Z..$' G~ ~k r0 Q/ L. ~i'C.~l ~C4 Iti r dam! J ~ 4X d+ r✓ ,L i DEPARTMENT OF INDUSTRY, INSPECTION REPORT FOR SAFETY & BUILDINGS LABOR & HUMAN RELATIONS PRIVATE SEWAGE SYSTEMS DIVISION P.Q. BOX 7969. BUREAU OF PLUMBING MADISON, WI 53707 UCONVENTIONAL ❑ALTERNATIVE state Plan l.o.N tuber: s s ) El Holding Tank ❑ In-Ground Pressure ❑ Mound (It assign ed NAME OF PERMIT HOLDER. ADDRESS OF PERMIT HOLDER. INSPECTION DATE: Dave Drewiske 1613 Pinewood Lane, Hudson, WI BENCH MARK (Permanent reference Pmm) DESCRIBE IF DIFFERENT FROM PLAN. REF. ELEV.: CST REF. PT. ELEV.. NW NW Section 16, T28N-R19W, Town of Troy, Lot#ll, Glover Station Name of Plumber: IMP/MPRSW No. 1C.-iy. Sa y it Number: Charles L. Webster 6589 St. Croix 96 SEPTIC TANK/HOLDING TANK: MANUFACTURER: LIQUID CAPACITY. TANK INLET ELEV.. TANK OUTLET ELEV.. WARNING LABEL LOCKING COVER PROVIDED. PROVIDED. DYES ENO DYES ENO BEDDING: VENT DIA.. VENT MATL. HIGH WATER NUMBER OF ROAD: PROPERTY WELL. BUILDING: JVENTTOFRESH ALARM FEET FROM LINE'. AIR INLET EYES ENO DYES NO NEAREST DOSING CHAMBER: MANUFACTURER JBEDDING. LIQUID CAPACITY PUMP MODEL JPUMP/SIPHON MANUFACTURER WARNING LABEL LOCKING COVER PROVIDED: PROVIDED. EYES ENO EYES LINO OYES ENO GALLONS PER CYCLE: PUMP AND CONTROLS OPERATIONAL. NUMBER OF PROPERTY JWELL 1BUILDING,. I (DIFFERENCE BETWEEN FEET FROM LINE AIR INLET PUMP ON AND OFF) DYES ENO NEAREST SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing jLE11(,TII DIAMETER MATERIAL AND MARKING or excavation. (If soil can be rolled into a wire, construction shall cease until FORCE the soil is dry enough to continue.) MAIN CONVENTIONAL SYSTEM: WIDTH LENGTH NO. OF DISTR. PIPE SPACING; COVER INSIDE DIA -PITS LIQUID BED/TRENCH TRENCHES MATERIAL PIT DEPTH DIMENSIONS GRAVEL DFPTH FILL DEPTH DISTR PIPF DISTR. PIPE DISTR. PIPE MATERIAL. NO. DISTR NUMBER OF PROPERTY WELL: BUILDING. VENT TO FRESH BELOW PIPES ABOVE COVER ELE V.IN LEi ELEV. END PIPES. FEET FROM LINE'. AIR 1N LET. NEAREST-o-MOUND SYSTEM: Mound site plowed perpendicular to slope Check the texture of the fill material for PROVIDE A DIAGRAM OFSYSTEM and furrows thrown upslope: mound systems to make certain that it ON REVERSE SIDE. SHOW ELEVA- D meets the criteria for medium sand. TIONS MEASURED. YES ENO SOIL COVER TEXTURE PERMANENT MARKERS OBSERVATION WELLS DYES ENO EYES NO DEPTH OVER TRENCH BED DEPTH OVER TRENCH BED DEPTH OF TOPSOIL. SODDED SEEDED MULCHED CENTER EDGES DYES ENO EYES ENO DYES LINO PRESSURIZED DISTRIBUTION SYSTEM: WIDTH. LENGTH. NO.OF LATERAL SPACING. GRAVEL DEPTH BELOW PIPE FILL DEPTH ABOVE COVER BED/TRENCH TRENCHES: DIMENSIONS MANIFOLD PUMP MANIFOLD DISTR. PIPE MANIFOLD MATERIAL'. NO. DISTR. [STR P IPE DISTRIBUTION PIPE MATERIAL & MARKING ELEVATION AND ELEVELEVDIAELEVPIPES A.: DISTRIBUTION INFORMATION HOLE SIZE HOLE SPACING DRILLED CORRECTLY COVER MATERIAL VERTICAL LIFT CORRESPONDS TO APPROVED PLANS DYES ENO DYES ENO COMMENTS: PERMANENT MARKERS: OBSERVATION WELLS: NUMBER OF PROPERTY WELL: BUILDING: FEET FROM LINE L1 YES 1:1 NO DYES ❑ NI NEAREST Sketch System on Retain in county file for audit. Reverse Side. SIGNATURE TITLE DILHR SBD 6710 (R. 01/82) wisconsin APPLICATION FOR SANITARY PERMIT - I :D 1 L H R ~ . ` / COUNTY (PLB 67) 1EnT OF UNIFORM SANITARY PERMIT # ~ OEPRRTR - InOUSTRV, LRBOR 6 Humon RELRTIons / / 1 - -Attach complete plans in accord with s. H 63.05, Wis. Adm. Code for the system, on paper not less than 8'hx 11 inches in size. -See reverse side for instructions for completing this application. PLEASE PRINT PROPERTY OWNER MAILING ADDRESS rcr d ' PROPERTY LOCATION --G+TY: 1/4 Xl"/4, S T~jN, R W(me) W TOWN OF: V LOT NUMBER BLOCK NUMBER SUBDIVISION NAME NEAREST ROAD, LAKE OR LANDMARK STATE PLAN} I.D. UMBER TYPE OF BUILDING OR USE SERVED 7 A-1,or 2 Family Number of Bedrooms: S E-1 Public (Specify): A' THIS PERMIT IS FOR A: D INew System ❑ Tank Replacement ❑ Repair ❑ Replacement Soil Absorption System ❑ Revision ❑ Privy ❑ Alternate System ❑ Reconnection ❑ Petition for Modification IF THIS IS A CONVENTIONAL SYSTEM COMPLETE THIS BLOCK. E4 IS 5eepaye Bed ❑ Seepage Trench ❑ Seepage Pit ❑ Holding Tank System-In-Fill ❑ In-Ground Pressure ❑ Vault Privy ❑ Pit Privy ❑ Existing, For Which A Previous Permit Is On File, Permit # issued ❑ An Existing System That Has Been Inspected And Is Compliant As Far As Soil Conditions. Total #of Prefab. Site Steel Fiberglass Plastic Gallons Tanks Concrete Constructed Septic Tank Capacity 1-4-00 Lift Pump Tank/Siphon Chamber Holding Tank capacity 77 Manufacturer: i 71 75/ "I IF THIS IS AN ALTERNATIVE SYSTEM COMPLETE THIS BLOCK: ❑ Mound ❑ In-Ground Pressure Total # of Prefab. Site Steel Fiberglass Plastic / Gallons Tanks Concrete Constructed Septic Tank Capacity Lift Pump/Siphon Chamber ~r( Manufacturer: PERCOLATION RATE ABSORPTION AREA ABSORPTION AREA WATER SUPPLY: (Minutes per inch): REQUIRED (Square Feet): PROPOSED (Square Feet): - ~f EZ Private ❑ Joint ❑ Public I, the undersigned, hereby assume responsibility for installation of the private sewage system shown on the attached plans. Name of Plumber (Print): Signature MP/MF#EW No.: Phone Number: C 47 Plumber's Address: Name of Designer: COUNTY/ DEPARTMENT USE ONLY Signature of Issuing Agent: Fee: Date: ❑ Disapproved / p ❑ Owner Given Initial ^~j(71 ~L ~0 o Approved Adverse Determination Reason for Disapproval: Alternate course(s) of Action Available: DILHR-SBD-6398 (R. 5/82) DISTRIBUTION: Original to County, One Copy To; Bureau of Plumbing, Owner, Plumber INSTRUCTIONS FOR COMPLETING THIS PERMIT APPLICATION, PLB 67 - SBD 6398 To be complete and accurate the permit application must include: 1. Property owner's name and complete legal description, please circle the appropriate municipal government unit, (whether this is in a city, village or town); 2. Indicate specifically what type of use is served, if public is checked indicate type of use (i.e. 10 unit apartment, 30 seat restaurant, etc.); 1 3. Complete the block for conventional or alternate system depending on system type, check all appropriate boxes or blanks. 4. Indicate the design percolation rate listed on the 115 soil test report, the number of square feet required by code and the number of square feet to be installed; 5. Complete the section on water supply; 6. PRINT the name of the master plumber or master plumber restricted who will install the system, circle the appropriate license classi- fication, place your license number in the space provided and sign the permit in the signature block; 7. Please place the plumbers business phone number in the blank provided, if there is a problem or question this will speed review of the permit; 8. Change of ownership or plumber requires a Sanitary Permit Transfer Form (67-T) to be submitted to the county prior to installation. Failure to comply will void the sanitary permit. 9. This permit may be renewed, and at the time of renewal any new criteria in the Wis. Adm. Code will be applicable. 10. A new permit will be needed if there is a change in, estimated wastewater flow, (number of bedrooms, etc.), location of the system, depth of the system, type of system. 11. All revisions to this permit must be approved by the permit issuing authority. 12. A complete plan including a plot plan, drawn to scale or with complete dimensions. 13. Horizontal and vertical elevation reference points that are permanent and clearly shown. 14. Piping detail including pipe size, separating distances, distances between beds if appropriate, tank locations, effluent line from tank(s) to system, building sewer and vent observation pipe(s). 15. The permit issuing agent may require a cross section drawing of the effluent disposal system. TO THE OWNER: This is valid for two years. Changes in your building plans or locations may require you to obtain a new permit. Private sewage systems must be properly maintained. Have a licensed pumper clean your septic tank whenever necessary usually every 2 to 3 years. If you have questions concerning your system, contact your local code administrator or the Bureau of Plumbing, DILHR, State of Wisconsin. APPLICATION FOR SANITARY PERMIT STC - 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 Location of Property 14, Section , T N-R W Township Mailing Address Address of Site , Subdivision Name Lot Number Previous Owner of Property Total Size of Parcel Date Parcel was Created ` Are all corners and lot lines identifiable? Yes No Is this property being developed for resale (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, and 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 refer- ences to a Certified Survey Map, the Certified Survey Map shall also be required. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPERTY OWNER CERTIFICATION I (We) ceAti6y that aU statements on this bonm aAe ;ftue to the best ob my (oun) knowledge; that I (we) am ( aloe ) the owner (s) o6 the pnopenty dens n bed in phis .inbonmation bonm, by viAtue ob a waAAanty deed neconded in the Obbice ob the County Register ob Deeciis as Document No. and that I (We) pne~sen-t2y own the proposed site bon the sewage duspos system (otc I (we) have obtained an easement, to nun with the above descAibed property, bon the--cowsthuction ob said system, and the same hays been duty tecotded in the Obbtice ob the County Regtisten ob Deeds, as Document No. SIGNATURE OF OWNER SIGNATURE OF CO-OWNER (IF APPLICABLE) DATE SIGNED DATE SIGNED H z cn H _ a ST C- 105 r a H SEPTIC TANK MAINTENANCE AGREEMENT o St. Croix County z d a i OWNER/BUYER ~i,.~ iy ROUTE/BOX NUMBER Fire Number .CITY/STATE ZIP PROPERTY LOCATION:, Section T N, R W, Town of St. Croix County, Subdivision Lot number Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance con- sists 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 as a treat- ment stage in the waste disposal system. St. Croix.County residents may be eligible to receive a grant for a maximum of 60% of the cost of replacement of a failing system, which was in operation prior to July 1, 1978. St. Croix County accepted this program in August of 1980, with the requirement that owners of all new systems agree to keep their systems properly maintained. The property owner agrees to submit to St. Croix County Zoning a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper veri- fying that (1) the on-site wastewater disposal system is in proper operating condition and (2) after inspection and pumping (if nec- essary), the septic 'tank is less than 1/3 full of sludge and scum. Certification form will be sent approximately 30 days prior to three year expiration. H E I/WE, the undersigned, have read the above requirements and agree to maintain the private sewage disposal system in accordance with x H the standards set forth, herein, as set by the Wisconsin Depart- ^o ment of Natural Resources. Certification form must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. SIGNED DATE St. Croix County Zoning Office P.O. Box 98, Hammond, WI 54015 715-796-2239 or 715-425-8363 Sign, date and return to above address. ° w x w w N N N O c 03 co i o ~ a3 oco 21 co -0 1. c a O ran w C ?Tfi Z =r c cnm 'CO o o m o~s H° g CD m 0 7_ a w i- 7 J" w w c~ m 2 N_ 1 cl) =r (D { o 3 a O w° c0 `D WCi 0 CD Er ? m > O O 3 o c < c c c :'Z 2 c O n0 ww~• ~ Q'm~ v,- wCD 0(00 CL _ D CD w A CCD C n < O U) Q Q O ^ O 0 = pj 2 o c tp = O ~p CIL CL w(D S0 A) cc) C 0 Y) CD CA (A M -q Z CA --I :E (F, c a cn CD - CD aW(7 3CD mm?°. D n CD 1 (A ~ Er 0 m m a a ? c phi O C,) m a c 3 -0 (D m m c=r O a m =r wCDm =vw O _ w CL (D o 6 o CA 0 ° o wm~'°ncmn'n ~ a ~ o F c c O * o. c aw o' m w 0. 0 ~ ao naCO o ~c cD m 3 d g D 0 c G) f0 m 0~- A m O ~ a0~ Oca a ccnm S A: CL O~ mo'°3 ~m w O aCID O 3 ~R (a 8 ~ CD O 0 DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY, DIVISION LABOR AND PERCOLATION TESTS (115) MADISP.O. BOX ON, WI 7969 HUMAN RELATIONS (H63.09(1) & Chapter 145.045) LOCATION4 SECTION: TOWNSHIP/MUn4CTPArTr.Y: LOT NO.:BLK. NO.: SUBDIVISION NAME: COUNTY: OVIf4E-W6/BUYER'S NAME: MAILING ADDRESS: > F/~ USE O DATES OBSERVATIONS MADE NO. BEDRMS.: COMMERCIAL DESCRIPTION: PROFILE DESCRIPTIONS; PERCOLATION TESTS: 13R+2sidence ENew ❑Replace RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: MOD: IIV-GROUND-PRESSURE: SYSTEM-IN- ILLHOLD ING TANK: RECOMMENDED SYSTEM :(o tional) 1I M SS (~~J _ UU (L7j-J~❑UU ❑SS E }u{ 2 ,h S 7 ~c If Percolation Tests are NOT required DESIGN RATE: ,!mss it I If an any portion of the tested area is in the under s.H63.09(5)(b), indicate: Floodplain, indicate Floodplain elevation: ' PRgFILE DESCRIPTIONS; - BORING TOTAL ELEVATION DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, OBSERVED EST. HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) F S tt Q G,y C S. 2 B 94~ne 4C 6~ X_ L J_ LY, y SC/ / V it C 66' .510 ! C STS ETEST DEPTH WATER IN HOLE TEST TIME / DR ATER LEVEL-INC ES E MINUTES INCHES AFTER SWELLING INTERVAL-MI PERIOD 2 ER INCH es- r O y P- P- P PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. 4v, 4 e a , ~I SYSTEM ELEVATION , 3 ji0Rt t. 'may ✓ m J4l~c /ti-Qu N E GaIoFQ Oµ I e~~s q ~ s f , F F ~tc f _4 I , I _ i 3 I t i ✓>~py.G/_/Q~.DD ~-`~--,`~(rc..iEi. He~~.hta r!Nlyt~/Ji..74fi .P_ , ~f'f~fiov4 ~ru`.. ✓ , SrIV'~H /dr r' ~/l1 L I, the undersigned, hereby certify that the soil tests reported on this form were made by mein accord with the procedures and methods specified i the Wisconsin Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. NAME (print): TESTS WERE COMPLETE[) ON: c eels- 14 ADDRESS: CERTIFICATION NUMBER: OPHONE NUMBER (optional): 1 f CST SIGN URE: DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR-SBD-6395 (R. 02/82) OVER - J X44':. [!`,€6_ v! h lY':-;13 "0''C3 x.on,' €C,,,; €z Er-in bro'c AS! E IS SUIT r"BBL F' R A'' O D!i\JG = ANK ONLY F ALL ; S `:*S ARE RULED OUT SE0 ON ;SC)11- COINIF)I €O a; 1"`1 EASE tt (l.a-` >{€i}i?if Jts`sF _F ti 3hF3cx r-1 i1;~'I`Ca i'Or Vi/e }lYe'ti p.7t i3'i;f.;° d£;Sv fp~,:'=.C1:iS and Cf7€"71 p; t"'9-Yrp[.i the VAct plan: _a ,C FRLF W `n layv ten WM4onm D wky to not " fxor.xm& s. - € ay 1. W41 del4rQ 4 r no on h €c. .,mk m6 s€ .e: e .Ut1m 1r pi m „r pp 7P me s_ m a t)dat.s, @~6s?nn1,s, , eE;:e€ NMI PLO dcii';, ,aE t, t-fW _C)9i iPCt e3°_oCF'3 p; l` tc e; a1wm', h e-11 a WNW €,tr.L p.lmi sz Y"t E~ ~w~4 y, in the ap( pfzit., box; c;ttC11)€ t: `r`ti _a a' c. E~i` . ,+!;{3ia,-, c Y,t, y,. _i t' E:..tpi;t.,st {ae3 4t£i i"i ~;E3E, Y 0I "?1 NOW 13 - W) SS smwqm--'~ n , Como Saw! Porc 446knin S HJ SwAy Law- Los Thm Lmm, k=,,,, &Q Lowei BI Took Q! t G v nay Cky ' ' P Coy ff 6 x, f. ti?1 PAGE OF CroSS Sec4►un pi efJ Sy5tern Fresh Air Inlets And Observation Pipe u~-- Approved Vent Cap Minimum 12" Above Final Grade 20- 42" Above Pipe _ 4" Cast Iron To Final Grade Vent Pipe Mash May Or Synthetic Covering Mln 2" Aggregate Over Plpe Distribution - Tee Pips 0 0 0 0 0 Aggregate 0 Perforated Pipe Below Beneath Plpe o Coupling Terminating At Bottom Of System ~MP SOIL FILL DISTRIBUTIOU PIPE S49P APPROVED ETIC COVER o MAR/ OFA6GREGATE-~~ HFAT - o o / MR RSW NAy9 OF STRAW (0 0 12'212 AGGREGATE ILLEV. OF~ FEET-. DIS'?-RIR-UTIOU PIPE T LEAST: IPJCHES BELOW ORIGIUAL GRADE AMU AT LEAST?-0 IUCHES BUT 1.10 MORE THAI) 42 INCHES BELOW FINAL GRADE MAXIMUM DEPTH of EXVAVATIaij FROM OKI&VVA.L 6RAoF- WILL BE ` %r CHES MINIMUM 9EP1" OF E•XE-AVATImN FROM! 01Kt61bgL (jRApE WILL 6E INCHES SIGIUED: LICEUSE DUMBER: C S f !II DATE: IVoS/ / u[~hS~ii~ 5-t C., ~ N 7elle IV i 4 c~li ¢~er `mac d ~c~ yf~zN ;+x6s- Zed' ~ a ~ a4X6'S 7 ~Srf~f~ a l vKP~ uMy Q,. ,ow /SOO IDQO , / t V/? ''p P-r FM 447 0785 `O QUAL/TY PUMPS ~NCE IPJc! 0~~~~~ IV WINSTAILLATION 3280 OLD MILLERS LANE Np.~X GP.O. BOX 16347 • LOUISVILLE, KY 40216 _0 (502) 778-2731 PNINSTRUCTIONS RECOMMENDED MODELS SEWAGE EFFLUENT* DEWATERING 53, 55, 57, 59 Series 267, 268 Series 97 Series 282, 284 Series 137, 139 Series All Models 293, 294, 295 Series 161, 163, 165 Series 185, 188, 189 Series 'Effluent systems should specify that pumps should not handle solids exceeding threefourths inch (3/4") in order to prevent large solids from entering leeching fields, mound systems and etc. (50/90 Series - 112", 160/180 Series - 3/4" solids capability.) Where codes permit, sewage pumps can be used for effluent systems. i PREINSTALLATION CHECKLIST -ALL INSTALLATIONS 1. Inspect your pump. Occasionally, products are damaged is recommended to use rigid piping and fittings and the pit during shipment. If the unit is damaged, contact your dealer be 18" or larger in diameter. before using. 10. Information - vent hole purpose. It is necessary that all 2. Carefully read the literature provided to familiarize yourself submersible sump, effluent, and sewage pumps capable of with specific details regarding installation and use. These handling various sizes of solid waste be of the bottom intake materials should be retained for future reference. design to reduce clogging and seal failures. If a check valve 3. Make sure there is a properly grounded receptacle is incorporated in the installation, a vent hole (approx. 3/16") available. All pumps are furnished with provisions for proper must be drilled in the discharge pipe below the check valve grounding to protect you against the possibility of electrical and pit cover to purge the unit of trapped air. Trapped air is shock. caused by agitation and/or a dry basin. This vent hole should be checked periodically for clogging. The 50 Series pumps SEE WARNING BELOW) have a built in vent hole. 4. Make certain that the receptacle is within reach of the CAUTIONS & WARNINGS pump's power supply cord. DO NOT USE AN EXTENSION CAUTION: CORD. Extension cords that are too long or too light do not Installation and checking of electrical circuits and hardware deliver sufficient voltage to the pump motor. But, more should only be performed by a qualified electrician. important, they could present a safety hazard if the insulation were to become damaged or the connection end were to fall CAUTION: into the the sump. Repair and service should be performed by Zoeller Co. 5. Check to be sure your power source is capable of Authorized Service Station. handling the voltage requirements of the motor, as indicated CAUTION: on the pump name plate. Dewatering sump pumps are not designed for use in septic 6. Make sure the pump electrical supply circuit is equipped tanks to handle sewage or effluent. with fuses or circuit breakers of adequate capacity. A CAUTION: separate branch circuit is recommended, sized according to Maximum continuous operating temperature for standard the NEC for the current shown on the pump name plate. model pumps is 1301F. - 54°C. 7. Testing for Ground. As a safety measure, each electrical WARNING: outlet should be checked for ground using an Underwriters FOR YOUR PROTECTION ALWAYS DISCONNECT PUMP Laboratory Listed circuit analyzer which will indicate if the FROM ITS POWER SOURCE BEFORE HANDLING. Single power, neutral and ground wires are correctly connected to phase pumps are supplied with a 3-prong grounded plug to your outlet. If they are not, call a qualified electrician. protect you against the possibility of electrical shock. DO 6. For Added Safety. Pumping and other electrical equipment NOT UNDER ANY CIRCUMSTANCES REMOVE THE should be connected to a three prong grounded outlet GROUND PIN. The 3-prong plug must be inserted into a interruptor device (ground fault interruptor). mating 3-prong grounded receptacle. If the installation does not have such a receptacle, it must be changed to the proper 9. WARNING: The installation of automatic pumps with type and grounded in accordance with the National Electrical mercury float switches or non-automatic pumps using Code and all applicable local codes and ordinances. Three auxiliary mercury float switches is the responsibility of the phase pumps are to be installed in accordance with the installing party and care should be taken that the tethered National Electrical Code and all applicable local codes and float switch will not hang up on the pumping apparatus or pit ordinances. peculiarities and is secured so that the pump will shut off. It TYPICAL SEWAGE INSTALLATION-RECOMMENDED INSTALLATION 01 Electrical wiring and protection must be in accordance with NEC and any other applicable state and local electrical requirements. l D 0 Install unicheck (combination union and check' valve) z ' preferably just above the basin to allow easy removal of thenump for cleaning or repair. If "High Head" installation, use 30 Series s PVC type check valve with compression end fittings. ~4 All installations require a basin cover to prevent debris from - - \ / falling into the basin and to prevent accidental injury. 4 Gas tight seals are required in all sewage installations to contain gases and odors. ° 50 Vent gases and odors to the atmosphere through vent pipe. © When a Unicheck is installed, drill a 3/16" dia. hole in the 7 discharge pipe even with the top of the pump. NOTE: The hole must also be below the basin cover. 6 6 0 Tape or clamp power cord to discharge pipe clear of the float mechanism. 9 TURN ON Use full-size discharge pipe. io Basin must be in accordance with applicable codes and _ specifications. TURN - OFF 10 Level pump in vertical position. Float mechanism must be clear of sides of basin. 11 Clean basin. Free of debris after installation. TYPICAL EFFLUENT INSTALLATION-RECOMMENDED T INSTALLATION GROUND LINE - o T-T (j) Electrical wiring and protection must be in accordance with NEC TO AC > TO LOW PRESSURE SYSTEM, and any other applicable state and local electrical requirements. SOURCE MOUND SYSTEM,SAND FILTER, OF TYPE WIRE ONASITEGD SPOSAL OTHER 2~ All installations require a basin cover to prevent debris from falling into the basin, and to prevent accidental injury. C,' 3) Wire pump to power through a J-Pak, watertight junction box or watertight splice. NOTE: Watertight enclosure is a must in damp areas. ® Use full-size discharge pipe. Install unicheck (combination union and check valve) preferably just above the basin to allow easy removal of the pump for cleaning or repair. If "High Head" installation is required, use 0 30 Series PVC type check valve with compression end fittings. For below cover installation use 30-0200 on 11/2 inch pipe, and PVC compression end check valve on 2 or 3 inch pipe. 0 TURN ©When a Unicheck is installed, drill a 3/16" dia. hole in the ON discharge pipe even with the top of the pump. NOTE: The e TURN hole must also be below the basin cover. OFF Tape or clamp power cord to discharge pipe clear of the float O O 0 mechanism. Level pump in vertical position. Float mechanism must be clear SEPTIC TANK EFFLUENT ePIT of sides of basin. 09 Install blocks or bricks under pump to provide a settling basin. 10 Clean basin. Free of debris after installation. TYPICAL DEWATERING INSTALLATION-RECOMMENDED INSTALLATION Electrical wiring and protection must be in accordance with NEC and any other applicable state and local electrical requirements. ° Oinstall unicheck (combination union and check valve) L ` A preferably just above the basin to allow easy removal of the pump for cleaning or repair. If "High Head" installation is required, use ° e 30 Series PVC type check valve with compression end fittings. For 3 below cover installation use 30-0200 on 11/2 inch pipe, and PVC e compression end check valve on 2 or 3 inch pipe. A, A 3T All installations require a basin cover to prevent debris from falling into the basin and to prevent accidental injury. 5 ® When a Unicheck is installed, drill a 3/16" dia. hole in the, 7 discharge pipe even with the top of the pump. NOTE: The hole must also be below the basin cover. 6 4,) 05 Tape or clamp power cord to discharge pipe clear of the float mechanism. TURN 8 p ON © Minimum 18" dia. x 24" deep basin. Use a full-size discharge pipe. Level pump in vertical position. Float mechanism must be clear - ru OFF of sides of basin. io 9T Install blocks or bricks under pump to provide a settling basin. ,TzS tr t0 Clean basin free of debris after alstallation. HEAD/CAPACITY CURVE EFFLUENT and DEWATERING Ix W Ix ui TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE WC EFFLUENT AND DEWATERING c 53-55 1 1 5 SERIES 57-59 97 137-139 161 163 165 185 188 189 FT. M Gal. Ltrs. Gal Ltrs. Gal. Ltrs. Gal. Ltrs. Gal. Ltrs. Gal. Ltrs. Gal. Ltrs. Gal. Ltrs. Gal. Ltrs. 34 5 1,52 43 163 57 216 104 394 106 401 61 231 61 231 110 85 322 10 105 34 129 51 193 79 300 100 378 61 231 61 231 85 322 15 4.57 19 72 43 163 64 242 91 344 60 227 60 227 32 1105-- 20 6.10 85 322 27 104 36 136 82 310 59 223 60 227 85 322 25 7.62 8 30 74 280 57 216 59 223 85 322 I10o 30 9.14 65 246 55 206 58 220 90 340 30 40 12.19 85 322 00 46 174 46 172 55 206 75 283 89 337 13 314 50 15.24 21 80 33 125 51 191 58 219 73 276 77 292 95 - 60 18.29 15 57 43 161 36 136 57 216 67 253 28 70 21.34 30 114 10 38 37 140 57 216 80 24.38 90 14 53 13 49 47 178 90 27.43 36 138 26 100 3048 21 BO 85 Lock Valve. 19 24.5 26' 56' 66 87' 73 85 110' 24 180 - 75 MO EL 89 224 15 70 20 65- 18 60- 55 16 t- 50 D 14 163 45 88 12 440_ 35 10 -i-- M DEL 30 O EL 8 5 18 6 20- MO EL MODEL 1 1 15 4 7 10- 2 53 55, 5 0 GALLONS 10 20 30 40 50 60 70 80 90 100 1110 i LITERS 0 80 160 240 320 400 HEAD/CAPACITY CURVE SEWAGE and DEWATERING TOTAL DYNAMIC MEAD/CAPACITY PER MINUTE SEWAGE AND DEWATERING SERIES 267 268 282 284 293 294 295 FT. M Gal. Ltrs. Gal. Ltrs. Gal. Ltrs. Gal. Ltrs. Gal. Ltrs. Gal. Ltrs: Gal. Ltrs. 5 1.52 128 484 128 484 130 492 180 681 10 3-05 89 337 89 337 95 360 158 598 15 4.57 50 189 50 189 63 238 135 511 130 492 151 571 20 6.10 10 38 10 38 33 125 106 401 119 450 138 522 147 556 25 7.62 76 288 106 401 124 469 138 522 30 9.14 43 163 90 340 108 409 129 488 40 12.19 50 189 74 280. 107 405 31 117 80 303 50 15.24 50 189 60 18.29 70 7 64 ~ ~ 21:34 W W Lock Valves 21.5' 21.5' 26' 35' 50' 56' 75' I-- LL W G 24 80 75 22 _ 70 20 65 OD L 18 fi 60_ 291 55 16 -1--- 50 1 ODE 14 45 294 ~ I 12 +40_- M DEL 35 10 M DEL ~30 2 4 8 25 MODEL 6 20-- 15 4 10 2 7, 26 2- 5 0 10 20 30 40 50 60 70 80 90 100 110 120 1130 140 150 160 170 180 190 GALLONS LITERS 0 80 160 240 320 400 480 560 640 720