Loading...
HomeMy WebLinkAbout018-1064-90-000 0 o ao ~ ~ I a ° e o I o j N b ° ( I D - I d ~ I I A co ~ a I h U I aNi E I zo U I U. c 0 o Q chi I ~I I Cl) i z W z ° I €0 rn z a m N 1- fn o I O z co I c N Fz-- E z 7 I CO i CD I 7 I t o 0 z z O w I o z N M d N A E I y a ° c L r (D y j 0 U N H 0 d 0 0 O I N O Crr Grr arr .0 ~ N n > 0 3 3 U) U) 3 E I z •N _ j aaa n i= E 6 a m e N a I ) y J V N W rn r ~o L ~ N I I! ~ O ~ N d ~ I i~ n 'C dt Q ~ f!) N I ~'V O O ~ y C O Q I 0 C C E'r co O O N E N N N V n. 0, p l ,D f6 C. C- C -p N 0 0 Lo to O p 3 C o o C j N E ° j H H s oo rn I 00 (m d v o 0 E E R • O N S LL r O z N =7 foA I cO 99 '54 1: E L: 0. m c tt~~ ~1 A c~a~ I0 U)0 Aa 16c):~ a C DEPARTMENT OF INDUSTRY, INSPECTION REPORT FOR SAFETY & BUILDING LABOR & HUMAN RELATIONS DIVISION P.O. BOX 7969 ON-SITE SEWAGE SYSTEMS OFFICE OF DIVISION CODES & APPLICATION ShWD1$RN, 2w1953 206 ,17W State Plan I.D. Number: yy1~~ jj~~ L ❑ CONVENTIONAL ❑ ALTERATIVE If assigned) Town of Hammond El Holding Tank ❑ In-Ground Pressure X10 °f'Jlound Near 160th NAME OF PERMIT HOLDER: DDRESS OF PERMIT HOLDER: INSPECTION DATE: Jl y i J William Fern A14 S rin St. Roberts WI 54023 BENCH MARK (Permanent reference point) DESCRIBE IF DIFFERENT FROM PLAN: REF. PT. ELEV.: CST REF. PT. E~ V.:~/ Nam®"of Plu ber: MP/MPRSW No.: County: Sanitary Permit Number: Roger Timm 3224 St. Croix 149029 SEPTIC TANK/HOLDING TANK: MANUFACTURER: LIQUID CAPACITY: TANK INLET ELEV.: HOOOTTLET V.: WARNING LABEL LOCKING COVER PROVIDED: PROVIDED: S bdP ~ q C]rYES NO ❑ YES D NO BEDDING:VENT DIA.VENT MATL.: HIGH WATER 6/1 NUMBER OF ROAD: ERTY WELL: BUILDING: VENT TO FRESH / ALARM: AIR INLET: 2YES ❑ NO YES ❑ NO I FEET ST ' I$ 5/ s DOSING CHAMBER: MANUFACTURER: BEDDING: LIQUID CAPACITY: PUMP MODEL: PUMPABtPFM MANUFACTURER: WARNING LABEL LOCKING COVER 1 G~ PROVIDED: PROVIDED: (fir L~J YES ❑ NO D ° f r f BYES ❑ NO © YES -1 NO ._X.J GALLONS PER CYCLE: PUMP AND CONTROLS OPERATION : NUMBER OF PROPERTY WELL: BUILDING: VENT TO FRESH (DIFFERENCE BETWEEN ~ FEET FROM LINE: AIIN ET: PUMP ON AND OFF [Z{ YES ❑ NO NEAREST 4 ~ ,3 SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing FORCE LENGTH:DIAMETER: MATERIAL nANDMARKING: or excavation. (If soil can be rolled into a wire, construction shall cease until MAIN `y S JC~_ U V C the soil is dry enough to continue.) CONVENTIONAL SYSTEM: DISTR. PIPE SPACING: COVER INSIDE DIA.: # PITS: LIQUID BED/TRENC TRENCHES: MATERIAL: PIT DEPTH: DIME NS GRAVEL DEPTH FILL DEPTH DISTR. PIPE DISTR. PIPE DISTR. PIPE MATERIAL: NO. DISTR. NUMBER OF PR BUILDING: VENT TO FRESH BELOW PIPES: ABOVE COVER: ELEV. INLET: ELEV. END: PIPES: FEET FROM LINE: T' NEAREST MOUND SYSTEM: Mound site plowed perpendicular to Check the texture of the fill material for PROVIDE A DIAGRAM OF SYSTEM slope and furrows thrown unslope: mound systems to make certain that it ON REVERSE SIDE. SHOW ES ❑ NO meets the criteria for medium sand. ELEVATIONS MEASURED. SOIL COVER TEXTURE: PERMANENT MARKERS: OBSERVATION WELLS; E~S ONO C' -l ❑ NO DEPTH OVER TRENCFf/~ED DEPTH OVER THE teMt6ED DEPTHS OF TOPSOIL: SODDED: SEEDED: MULCHED: CENTER: i~ EDGES: ' ❑ YES D;~_ Cr s"1❑ NO Et4 ❑ NO PRESS RIZED DISTRIBUTION SYSTEM: f • n WIDTH: LENGTH: NO. OF LATERAL SPACING: GRAVEL DEPTH BELOW PIPE: FILL DEPTH ABOVE COVER: BED/TRENCH DIMENSIONS T117 /TRENCH S: O „ JZ MANIFOLD PUMP MANIFOLD DISTR. PIPE Mt ERIAL: NO. DISTR. DISTR. PIP ELEVATION AND E DISTRIBUTION /PIPE MATERIAL & MARKING: ELEV.: ELEV.. : DIA.: -2 ELEVV.PIPES: DA.: DISTRIBUTION HOLE SIZE:. HOLE SPACING: DRILLED CORRECTLY: OVER MATERIAL' VERTICAL LIFT CORRESPONDS TO INFORMATION APPROVED PLANS ~T R216ES ❑ NO ❑ YES ❑ NO PERMANENT MARKERS: OBSERVATION WELLS: t,• NUMBER OF PROPERTY WELL: BUILDING: COMMENTS: / FEET FROM LINE r I [+]S'ES ❑ NO YES ❑ NO NEAREST ~J~ ~t qCl, t-P ~ { Ire I ~ Retai in county file for audit. Sketch System on Reverse Side. SIGNATUR TITLE: SBD-6710 (R. 06/88) Zoning Administrator I 7 ILHR SANITARY PERMIT APPLICATION D In accord with ILHR 83.05, Wis. Adm. Code couN/~~ ~.a,.:....a.~.,..,~..,e~ c..~/~ STATE SANITARY PERMIT # -Attach complete plans (to the county copy only) for the system, on paper not less than 8% x 11 inches in size. ❑ Check if revision to prAvious application -See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER qI. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. ~ / -all CQ q l PROPERTY QWNER„ PROPERTY LOCATION K_ t-, '/a 1/4, g T 7-5' , N, R 1`1 orkpG PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK # C'I CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER CITY NEAREST ROAD II. TYPE OF BUILDING: (Check one) ❑ State Owned ❑ VILLAGE ❑ Public ❑ 1 or 2 Fam. Dwelling- # of bedrooms ARE TAX NUMBER(S) 1111. BUILDING USE: (If building type is public, check all that apply) 1 ❑ Apt/Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ 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 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.E] Repair of an 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 W Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 LJ 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 REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals/day/sq. ft.) (Min./inch) ELEVATION 7` / ✓ Feet /ur7 Feet VII. TANK Site CA Pal of s Total # of Prefab. Fiber- r Exper. INFORMATION New istin Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App Tanks Tanks structed Septic Tank or Holdin Tank Q F] Lift Pump Tank/Si hon Chamber El 1:1 0 VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumbefr' Name (Print): Plumber's Signature: (No Stamps) MP/MPRSW No.: Business Phone Number: '7 7 A` Plumber's ddre (Street, City, State, Zip Code): IX. COUNTY/DEPARTMENT USE ONLY ❑ Disapproved itary Permit Fee (Includes Groundwater Date Issued Issuin Agent Signature (No S , Surcharge Fee) 14""' Approved ❑ Owner Given Initial Adverse Determination X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD-6398 (formerly Pib-67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber APPLICATIONFOR SANITARY PERMIT STC-100 This application form Is to be completed in full and signed by the ovnet(a) of the pcopecty being developed$ Any inadequacies will only tesult h delays of the permit Issuance. -Should this development be Intended tot tesale by owner/contcactot,(spec house)# then a second form should be retained and completed when the property Is sold and submitted to this office with the appcopclate deed recording. - - - - - - - - - - - - - - - - - - - Owner of property Location of property r• 2(1/1, Sectlon Township Malllnq address Address of alto r, subdivision name_ 41f-) Lot number Previous owner of property Total else of parcel Date parcel was created Ace all cornets and lot lines identifiable? =Yes ___)fo I$ this property being developed tot resale tapee house)? as 0 Volume and Page Number as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICATION T112 FOLLOWINGs A WARRANTY DRID which Includes a DOCUMENT NUMBER, VOLVKX AND PAGR NUMan, and the SBAL OF THE REGISTER OF DEEDS. In addition, a cettilled survey, it available, would be helpful so as to avoid delays of the cevlewlnq process. If the deed description references to a Ceitifled Survey Map, the Certlfled Survey Map shall also be required. 7 PROPBRTY OWNER CERTIFICATION I(ve) certify that all statements on this form are true to the best of or (our) knovledgei that I Iva) am (are) the owner(s) of the property described In this Information form, by vlrtue of a warranty 4sed c corded In the Office of the county Register of Deeds an Document No. `11-lI and that t (We) presently own the proposed alto for the sewage dlsposal system (or I (we) have obtained an easement, to tun with the above described pcopecty, for the conotructlan of said system, and the same has n duly to ocded In the office e be County Reglstec oE'Deeds, as Documen o. nature of owner S q acute Co-Owner (tt Applicable) Data of signature Date of signature STC - 105 SEPTIC TANK MAINTENANCE AGREEMENT w St. Croix County w l~ r rt OWNER/ BUYER M f l~ f r `r w' 0 Number o ROUTE /BOX NUMBER -3141 Fire CITY/ STATE ZIP M PROPERTY LOCATION:'. Section Z ` T 2`r N, R I 'r W, Town ofd rt1*~jt,;ft-1 St. Croix County, . Subdivision G !4 Lot number &A 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 sept'ic tank pum er. What you put into the system can a-fc et t e .unction of the-septic tank as a treat- ment stage in the waste disposal system. St. Croix County residents may be eligible to recieve a grant for a maximum of 60% of the cost.of replacement of a failing system, whit 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'news'tems agree to keep their system properly maintained. The property owner agrees to submit to St. Croix County Zoning a certification form, signed by the owner and by a mater 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. y I/WE, the undersigned have read the above requirements and agree to maintain the private sewage disposal system in accordance with the standards set forth, herein, as set by the Wisconsin Depart- :r ment of Natural Resources. Certification form must be completed and returned to the St. Croix County Z ing Office within 30 days of the three year expiration date. ,Z SIGNED DATE St. Croix County Zoning Office 911 4th St. Hudson, WI 54016 386-4680 Sign, date and return to the above address. DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY, DIVISION LABOR P.O. BOX 7969 HUMAN REDLATIONS PERCOLATION TESTS (115) MADISON WI 53707 (ILHR 83.0911) & Chapter 145) LOCATION: SECTION: WTOWNSHIP/MUN+G'PLA ITY: OT N0.1BLK. NO,: SUBDIVISION NAME: 1 ;vk" 29 /T9 1 N/R /7E (or) ,v P o S / f4es w / COUNTY: MAILING ADDRESS: 5 CRO fx ~/M • ~ ~ni 1114- SPR i ..)lr- ST . Ro R" 773 Syc~ Z3 USE 7 y - 3 DATES OBSERVATIONS MADE [li NO.BEDRMS.: COMMERCIAL ES RI TION: G TS: Residence 3 O,e 4 y"4' X New ❑Replace M,41w, 7, ( I 1 t Oe4 )0- [?I TES Y o s llrii~I~ RATING: S= Site suitable for system U= Site unsuitable for system ONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SLOLDING TANK: RECOMMENDED SYSTEM:(optional) OS ©U©S EIU 0S ®U S mU IS DU lAwAoD oNly If Percolation Tests are NOT re wired DESIGN RATE: 9 If any portion of the tested area is in the -1 1 under s. ILHR 83.09(5)(b), indicate: G 1, +SS Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS 5CS G 1-'172EEov lf-y4-~Qy S/ BORING TOTAL DEPTH TO GR UNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED EST. HIG HET TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) Ile- i2 " ~t Si/ ~:.-/~:f3,~, • s~/j . AN$" 131o~kr siY ~'~~t%.~ ,ry. S/ B- ff f aR trots 20 ZG ok rchc 5 / w/ n.,, co3,km~ f~ • ox $y 'rot 2' L4'9_3 4-V C/ w f oe' . HOTS' / o-Ica,, v k• ~y. srf~ IV - 20 1. (3,u -Sy. S~ (t 010 -.2-S 4a SY B- Z S ZQ I' it w/^""^"y f. Sh Olt-by. Hofs ) 28"Sfo G~ cl w ,►r, I . >t0 S. ? s D~'a? i Gaa.A ~-O ~ O t2t' ~ ~ B- J q2 ,J u d- (zn or, 6,3, S' pou"t'o '/y" p/oWtb7 Au S/'/ /.I , 1 11 Z 610-6,, 13106ey iIR i 511 Zy-3t// oR-&) I'Vocky B-7 y8 q y.„nT5 j 3y"'yp" -Lia, SCL ( ~ w "v~_d/Sr s - S / o. D Z or3~, . w~~fv s,/•-/~ " a~. s.,~. 13fa4~c s,/ - "-1 y" oR- oc y S j zy%-Z p" a. 151- y S to/ A". oR Pto B- 24' t/2-" c.•(. 9,,)-.Cy S C L, W/ -6y, „of_5 ii 3-(a / 2_ /p~ p 7Z~ 2- PERCOLATION TESTS To BOAR 5 } TEST DEPTH , WATER IN HOLE TEST TIME DR I WATER LEVEL-INCHES RATE MINUTES f NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD 1 PERIOD PER INCH P- 1-`f O z/Cr Z P_ z z v a V/ /6i4 d P- z D 1¢ (s i4- y.3 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 pat all borings and the direction and percent of land slope. 9 v01 A /.L, " S +A.OIf 1 / L • Gr V / FOLIC/.~/] iv0 / v T /l ~7I ~ ~ SYSTEM ELEVATION. I O / F i Jill I won. I fhbo t Too, Avs 1 a ( li I, the undersigned, hereby certify that the soil tests reported on this form were 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): --FIB _I EP 10 PLUMBING CO. TESTS WERE COMPLETED ON: 655 O'NEIL RD., HUDSON, WIS. 54016 4-",- '-7. 0, If f / onacoT i u ooir_~ _ 2,1 ADDRESS: VVIS. MASTER PLUMBER LIC. NO.3307 M.P.R.S. CERTIFICATI N NUMBER: PHO NUMB R(o tionaq: CST SIGNATURE, DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR-SBD-6395 (R. 10/83) - OVER - Yb ' az 8~ W I, - v ~g3 o V i~ ~v- ,Q3 J35 s \ / S, o \ / °.C 36 , HOMESITE SEPTIC PLUMBING CO. 655 O'NEIL RD., HUDSON, WIS. 54016 ROBEFITULBRIGHT CST y5 WIS. MASTER PLUMBER LIC. NO: 3307 M.P.R.S. ~ 12, z MINK INSTALLER & DESIGNER LIC. NO. 00663 9 Y so.+lE: / 30 ~g~ X = Pck /off Tia.+~ S Top o r- 3 STEEL FENCE POST f I4T 6.10. CoQoER of 0 5S r4GLGS E~EVRT ID.J = /00. 0 33 i I i APPRok . 2,500' A"oR 1-G- h TO Hw~- T r Tommy G. Thompson SAFETY & BUILDINGS DIVISION Governor Gerald Whitburn Secretary State of Wisconsin Department of Industry, Labor and Human Relations PRIVATE SEWAGE PLAN APPROVAL Office of Division Codes and Application 201 East Washington Avenue P.O. Box 7969 Madison, Wisconsin 53707 HOMESITE SEPTIC PLMBG. Owner: WILLIAM FERN hhh n NCIE ROAD 314 SPRING STREET HUDSON WI 54016 ROBERTS WI 54023 RE: Plan Number: S91-00649 Date Approved: April 25, 1991 Gallons Per Day: 450 Date Received: April 22, 1991 Project Name: FERN, WILLIAM - RESIDENCE Location: SW,NW,29,29,17W Town of HAMMOND 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: - NEW MOUND Inquiries concerning this approval may be made by calling (608) 266-8230. SRU-6423 i R. 1171901 SAFETY & BUILDINGS DIVISION Tommy G. Thompson _ Governor Gerald Whitburn Secretary State of Wisconsin Department of Industry, Labor and Human Relations HOMESITE SEPTIC PLMBG. Page 2 Sincerely, KENN TH STIEMKE Section of Private Sewage Division of Safety and Buildings PPP016/0009n/ 9 cc: WILLIAM FERN -Private Sewage Consultant -County _UW-SSWMP -Plumbing Consultant -Owner -Plumber -Environmental Health SBD-6423 (R. 07/901 I.L.H.R. 83.08(2) PROJECT INDEX SHEET, Owner: li4biN Pll&vc '715- -7Yl-3511 Address: 3 l ¢ 5pe1; lG- -s-r. ;f O 86-k SyoZ 3 Site Location: ff' ~C/PL~S scv % ticv % S,et . i y, T 1 f N, R 17 W• TD to v o f 4,o4 M oAjD Project Description: sr eieel,l( Coves ry Vtw (-0NSr-Rucrl'oN, 3 [3e-.pRaoM 40o"E, ESTiAfA'r&D DA-e . y w.-5TE Flow = `'SD 2U7- 56~}So,j4111 S q-T v R ArTev r 2-f A eo,u UCAJ Ti '0 Al"t 4- o u/v P S Y S T>E'.ti I'S p R o pb s e-.b . i Page 1. PLOT PLAN VIEWS Page 2. MOUND CROSS SECTION & SYSTEM PLAN VIEWS Page 3. PIPE LATERAL LAYOU1 Page 4. DOSING CHAMBER CROSS SECTION Page 5. PUMP PERFROMANCE SPECS PLUMBER: Ro6ER TimM ~4pi>s 3Zz DATE: SITE EVALUATER/ DESIGMER SIGNATURE HCMESITE SEPTIC PLUMBING 00- E D655 O'NEIL RD., HUDSON, WIS. SWI _ ROBERT ULBRIGHT ^diS. MASTER PLUMBER LIC. N0.3307 M,P.R.S. ~!1NN. INSTALLER & DESIGNER LIC. NO. OM AFAR 2 2 1 ~9~ of i iyPZ '17A~l OF I ~ SYSTC.MS a, p~,lafspp y6 az ~ a 1 oa~o~ ~W o 'A E1EV#j-fpj, IO LET OF POMP ~bkHgeR ° 93.50 123 3Zi 3 B~ D QM • I+oHE I. El~u•,f O•O I o V 131 1 no of 2-" aVG f PRopo5f'n FORCE PAW ~ w II ~o/, 0 /ono ~qG • ; a PREC.4sr I ~ SEaT►c T• f M~}vvf~}cr~ReR 5o co vcKETe ARoD c v rs • 1 y i - l 9s 72 O`S~P s ~9 c ~ 4.) i h I j 'x = ~~c ~ocf T.av s Y ~X ~S f/,v (r y,Mpcr E/,tiit Top ` I V E D STEEL fE-CE POST A-r S.tu. fOQaER of , 33 r hPR 2 2 1591 55 /4US ELP-Ar16Z = 100.0 I BUREAU 01: BUILDING /G 0 57', - - A F-R SYSTEMS A P P R o Y.. - 2, goo' (11,~ r N O R f Hwy• ~ T n . Page 2 Of -S Synthetic Covering ToP of Distribution Pipe Medium Sand G s y STbm Topsoil = _ ftEVhno~ F 101-50, E D 3 b % Slope Bed Of Zr +o l i Force Main Plowed gregate Layer D /O Ft. spa°2 a E 3 Cross Section Of A Mound System Using Ft. F TS Ft. A Bed For The Absorption Area G / O Ft. HuM~' A Ft. H l s Ft. ~uY , ~p ~tw B y7 Ft. 1N p~ q V1S~4N K /D Ft. A $p~NpEN~E L 7 Ft. CSR i 8 Ft. T 12- Ft. Force Main W Z~ Ft. L Observation Pipe B K A 'o o j w -•I ,v Distribution Bed Of iM +o l i Pipe Aggregate Observation Pipe Permanent Markers y ~ ~dG c~~P~-D sfE~~ .Pons Plan View Of Mound Using A Bed For The Absorption Area I V E D ~ ~t h 2 ? 1991 BUREAU OF l LIDDING WATER SYSTEMS Page 3 Of S - VOID U o 1VA4 E 1690 FT ~F Z T'uc FoRcF . ~st~N • ¢0 5'a.Ps . ~Vl/ee //4S r Perforated Pipe Detall u~ ,66A r Fop UPI CuftE VAC u,4 7 71'0 w End View )Perforated End Cop ~a PVC Pipe `I Q141° Holes Located On Bottom, Are Equally Spaced R P * PVC Force Main Q PVC Manifold Pipe Alternate Posltlon Of Distribution Forte Main Pipe Lost Hole Should Be Next To End Cap End Cap Distribution Pipe Layout P Z Z Ft. R .S O 18AQIF~►T~'`~' r . X Inches CROM Y J Inches Hole Diameter Inch Signed: 'p01~ Lateral Inch(es) License DU ~!►NO NUS Manifold Z Inches Da 0I~ Of 01 Force Main " 2 Inches SP', # of holes/pipe SEE 40R ~ Invert Elevation of Laterals Ft. R/ 5 7-1? i 3 u r1oAJ 1,i5'C~r1,t' y E ~P~`} TE FCJ~Q E~4 cG,, ~R TE/~ ~ / 7, O L ~'~Q/~►+, w-0 , 'pe~~ O T i 5 z 7 r I'V E D a s_ , yE•~p _ ~cR 22 1991 F?UR N''OF UILDING' "4 WAXER SYSTEMS PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS S 5 T Pys VENT CAP 4"C.I. VENT PIPG WEATHER PROOF APPROVED LOCKING JUNCTION BOX IMAI,IHOLE COVER W25 FROM DOOR T W/ (yf(Nl >6- 1AA-C' IIJDOW OR FRESH H 12"MIU. I AIR INTAKE ' I /ELitToN GRADE I 4"MIN. ~ I9" Mlu. CONDUIT. 15 P I 13Z~ IIJLET - AIRTI EA " APPROVED JOINT APPROVED JOINTS A h I I I. PIPE w/c.T. PIPE ,/~(vto 3' 'a~ EAIDING LXTEhIDIIJG 3' ~0-~ ONTO SOLID SOIL OIJTO SOLID SOIL„ B ~ljo EP VISO of ~H 3•19 qi. z5 c _ orb LLEV. FT OFF 1 y k `~eDO~~' BLOCK 40 lEVnf~DAJ 8 1 ~J RISER EXIT PERMI'ffED ONLY IF TANK MAIJUFACTURCK HAS SUCH APPROVAL sEPrlc 5PEC.IFICAT 0M-SS F 3 TADOSNEKS MAN U FACT U R. E R. Co,vC,PETE Cp , CUMBER OF DOSES: PER DA-4 TANK SIZE: Boo GALLONS DOSE VOLUME LSD / &(w GALLONS ALARM MAMUFACTUKER:LEVEL INCLUDING KFLOW• MODEL NUMBER: CAPACITIES: A= 14'5 pJCHES OR 3D O GALLONS SWITCH TYPE: MEREURy F1OylT B= p2. INCHES OR 3~O GALLONS ZOE//EIQ C = INCHES OR GALLOWS PUMP MAIJUFACTURER: MODEL NUMBER: q7 1/2- P. is UOLj~S D_~~ 4 INCHES OR 298 GALLONS SWITCH TYPE: PI15yGtck HER44'Ay r/OAT.S MOTE: PUMP AND ALARM ARE TO BE INSTALLED ON SEPARATE CIRCUITS MIAIIMUM DISCHARGE RATE- `d -GPM ~D, ~ -r~~k S'~~GS VERTICAL DIFFEREIJCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE.. FEET MIIJIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . . . 2.5 FEET EAGGI, CO~- + 6d 0 FEET OF FORCE MAIN X Ili FYo,,FRICTION FACTOR../' '5 J FEET E40AJS /,P. 2- TOTAL DYNAMIC. HEAD =--~-=~-'FEET „ 77 INTERNAL. DIME1.l51ONS OF TAW : LEND ;WIDTH ~;LIAUIO DEPTH - n SIGNED: LICLOSE 'AlUM9ER: DATE: 97 r 4 9 -IR2? 1991 R-UR1.7AU '7F BUILDING SYSTEMS W W r r ~ HIE D/ 115 34 CAPACITY 3 11p _ _ 1 2 105 CURVE 30 100 29 80 26 85 EFFLUENT 24 --So- MODEL and pQ 75 MODEL 188 DEWATERING z 70 165 V 20 ~ 85 Z 18 --so- 55 18 MODEL C 163 MODEL H 14 45 188 12 40_ 35 10 MODEL 30 MODEL . , 138 185 E-~ SEWAGE and 6 137 DEI AATER/NG 6 20 MODEL 15 MODEL 161 4 7 10 v 2 MODEL 5 53, 55, 57.50 0 W GALLONS 10 20 30 40 50 60 70 80 80 100 110 24 75 LITERS 0 60 ISO 240 320 400 22 FLOW PER MINUTE 70 20 18 8Q MODEL j- R 285 W 55 = 18 U 50 Q 14 MODEL. Z Q. 12 40- - Q MODEL 35 - F- 10 293 Q MODEL 30 H 284 , 8 25 MODEL 6 20 282 I 15 10 MODEL F zaamff O. 2 5 267, 268 0 3280 Old Men Lane GALLONS 10 20 30 40 50 60 70 60 80 100 110 120 130 140 1,50 160 110 160 11ip P.O. BOX 16347 Louls0e LITERS 0 80 180 240 320 400 480 560 640 720 , Kentucky 40216 (502) 778-2731 i FLOW PER MINUTE 'VT'_ Cast Iron Se8 es HEAD CAPACITY UNITS/MIN • Automatic or Non-Automatic. Feel Meters Gal. Urs. ` 5 1.52 57 216 • 112 H.P., 1 Ph., 115V or 230V. 10 3.05 51 193 • Non-clogging vortex impeller design. 15 4.57 43 163 • Passes 112" solids (sphere). zo 6.10 27 104 • 1'/7" NPT discharge. Lock valve: 24.5• • Float operated submersible (Nema 6) mech apical switch. L %i 'Ift frl listed 22ED • Automatic reset thermal overload protection. • Stainless steel screws, guard, handle and arm and n seal assembly. PR L n t • Watertight neoprone" ring between motor and Ca~ad t~J i! pump housing. ©F 13Ul~pj Assoc A ;~G q~A IA N97, non-automatic, available OkBga i>Pa pl b trAlCUr~" 4w a.adabMPP E R SySTE 9S float switch. r. ST. CROIX COUNTY WISCONSIN ZONING OFFICE A 4 ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON, WI 54016 (715) 386-4680 April 17, 1991 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 Dear Sir: An on site investigation of the William Fern property, located at the SW 1/4 of the NW 1/4 of Section 29, T29N-R17W, Town of Hammond, St. Croix County, revealed suitable soils to 24 inches requiring 12 inches of sand fill. This site should be suitable for a mound. Should you have any questions, please feel free to contact this office. Sincerel , Ja o pn~ sistant Zoning Administrator cj