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HomeMy WebLinkAbout030-2029-80-100 ti ~ p 6 m NZ o d 1 ~ `c o 0 N N o~ I r ! ~I O N Z ° z C t6 c U. ° ii 3 a O \r (D > Z N O w E v O C,4 Z Q N N Cl) Z d m 0 O Z a ° a0i Z ° fA H r N Z E - m ° c • N I -o s_ o ~i ~ p Q Z Z o N Z I y E 3 O Q l~0 Y c In C c a E O N Q N fA N N E L Z r t ° o SOO CL IL CL a o tin o rn rn v N J V 7 O O } =O O ~ N y 0 7 m c d o m IV " O O_ N C O ~ III ~ ~a0'. ?r co - E r \ 3r m a v O N N N O N p W O N (n U y y L+ N O O C y N W C N 0 ca • ce) N? 7 0Oj O C O U O O N fn O N O Z a' fn V T a • a d a .2 0 ~ 4) c c c A A U IL VN 0 ft~t n' in Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labo~and Human Relations - Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than .8 1/2 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point (B ctiori'i3~zd % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and dist it e 8 t r 030-2029-80-100 APPLICANT INFORMATION-PLEASE ^ LL 1NF N REVIEWED BY DATE PROPERTY OWNER: NECEIVEU `PROPERTY LOCATION Jeff Dunn /~y OVT. LOT NW 1/4 SE 1 T 30 N,R 20 X (or) W PROPERTY OWNERS MAILING ADDRESS 4 s 1E397 OT # BLOCK # SUBD. NAME OR CSM # 13147 McKusick Rd. N. ra a na na CITY, STATE ZIP C , PHONMR ❑CITY ❑VILLAGE ~]fOWN NEAREST ROAD Stillwater, M. 55082Q~(6T)l St. Joseph NY, JtIS4-1r; New Construction Use [x] Residential? u 4 [ ]Addition to existing building _T W Replacement [x] Public orcommeraa 12'x12' photoa~p~y studio Code derived daily flow 605. aQpd Recommended design loading rate .4 bed, gpd/ft2 .5 trench, gpd/ft2 Absorption area required 504.2 bed, ft2504.2 trench, ft2 Maximum design loading rate .4 bed, gpd/ft2 .5 trench, gpd/ft2 Recommended infiltration surface elevation(s) 99.30 ft (as referred to site plan benchmark) Additional design / site considerations system based on r_nni-n„r line of el Q8 30' Parent material 1 mPG1-nnP ,lp- - Flood plain elevation, if applicable 14 ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem ❑ S El U IRS ❑ U ❑ S 0 U ❑ S _7 U ❑ S f ]U ❑ S J-77 I I SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trerlctl 1 0-11 10yr3/2 none 1 2msbk mfr 2f .5 .6 2 11-25 10yr4/4 none sicl 2mgr mfr 9w if .4 .5 Ground 3 25-39 5yr4/4 none scl ob. 2cgr mvfr gw if .4 .5 elev. 4 39-42 7.5yr 4/4 flf 7.5yr5/6 sic M na gw na np np 98.3 ft. Depth to 5 2-60 10yr6/4 fractured limestone na na na na np np limiting factor 391, Remarks: Boring # 1 -12 10yr3/2 none 1 2msbk mfr 9w 2f .5 .6 22 12-23 10yr4/4 none sil 2msbk mfr gw if .5 .6 3 3-34 7.5yr4/4 none scl 2cgr mvfr 9w if .4 .5 Ground elev. 4 4-40 7.5yr4/4 none sic M na na na Inp np 98.5 ft. Depth to limiting factor 341, Remarks: CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 Address: 1554 200th New Riphpagfid, WI 54017, Signature: Date: CST Number: m02298 9-10-97 1 PROPERTY OWNER Jeff Dunn SOIL DESCRIPTION REPORT Page 2 11 of `3 PARCEL I.D. # 030-2029-80-100 Depth Dominant Color Mottles Texture Structure Consistence Bourclay Roots GPD/ft Boring # Horizon in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0-14 10yr3/2 none 1 2msbk mfr gw 2f .5 .6 2 114-39 7.5yr4/4 none scl 2mgr mfr gw if .4 .5 Ground 3 139-50 10yr4/4 fractured 1 meston na na na na np np elev. q= ft. Depth to limiting factor 391- Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) 1 STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Jeff Dunn New Richmond WI 54017 MPRSW 3254 Nw4SEg s22-T30N-x20w town of St. Joseph (715) 246-6200 Z/' 1"=40' BM.= nail in Elm tree C el. 100' ~L Alt. BM.= nail in Elm tree C el. 100.20' o /q 7 ;72 11 2 l~ / r"I 2tir S' k X23` r Dr Gary L. Steel 9-10-97 STC - 104 AS BUILT SANITARY SYSTEM REPORT 7,,- CIV OWNER Je F~ ,d JAM ~JS ~wN ST CROtX Q3 ADDRESS COUNTY ZONINGOFFICE lY ~l is.2 T e A/ '0 r i I^I-JrJ t b f 1 SUBDIVISION / CSM# (5 -9 LOT SECTION 22 T O_N-R 20 W, Town of S'T 7.4 vezV41 ST. CROIX COUNTY, WISCONSIN PLAN VIEW k SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM $'lacAro j A' 3 N ~ v. =3 o ~ m v=. INDICATE NORTH ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. BENCHMARK: _ 55" AA e- a S ALTERNATE BM:. 1'0,a D lf L.)4 ZI SEPTIC TANK / PUMP CHAMBER / HOLDING TANK INFORMATION Manufacturer: ~,'al~~~~~y„~/ _ Liquid Capacity: 1-160 '1' Idea Setback from: Well ,'off?` House Other Pump: Manufacturer Mode l1_ Size l s' -Q G S ~LLt~" ~~d✓v Float seperation Gallons/cycle: Alarm Location SOIL ABSORPTION SYSTEM Se- ~51rj-re Ap, Width: Length Number of trenches Distance & Direction to nearest prop. line: Setback from: well: House Other ELEVATIONS ,o repo' Y T Building Sewer S y ST Inlet: ,pT~ST outlet: `12• S'7 r S4vcho duo Pump off Header/Manifold Bottom of system ! 9.(0 Existing Grade Final grade DATE OF INSTALLATION: I,2 9T PLUMBER ON JOB: LICENSE NUMBER: INSPECTOR: 3 / 9 3 : j t I ! / - WisconsinDepartmentof Industry, PRIVATE SEWAGE SYSTEM County: afety and Relations Safety and Buildings Division INSPECTION REPORT ST. "OIX GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary 991J.4 Permit Holder's Name: ❑ City ❑ Village Town o : State Plan ID No.: DUNN, JEFF ST. JOSEPH 9720 TD CST BM Elev.: r Insp. BM Elev.: BM Description: Parcel Tax No.: Oa -u !OC? /oc> $ i✓1 rbk Y✓CG 1G.ta-- 6~21n-20Z TANK INFORMATION ELEVATION DATA A9700473 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Ohl ~QO ',N alb Benchmark .7 3.v- /e z, i~ Dosi ng NA W P ta(,~ 3•10 /03 Aeration Bldg. Sewer : R'. ?j C16j 4_ 3 7 Holding (g)•W Inlet 3q 1.5 qii . p q TANK SETBACK INFORMATION ( IP** Outlet P 2 - 77 TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet Ci~•~9 Air Intake t~2 Z. ~j 7 Septic 121 r 56' NA Dt Bottom Dosing 7-7-, Ift a +45 4j-p NA Header/ Man. Aeration NA Dist. Pipe 2 • ~ _ f lo3.io~ Holding Bot. System log to- PUMP/ ~jq, 6° SIPHON INFORMATION Final Grade Manufacturer Demand S4. '1` ,a -ie = (",P 1 2'I ~1'~ - "S9`~. ~'7• !Jr Model Number 37WGPM NIL ~~,s9 ' 2./S' ~b 2.~/ Friction S stemTDHJ Ft TDH Lift W1 Los Forcemain LengthC,0° Dia. Dist. To Well 1~;-'° ' 4F-'~~ -!D e° SOIL ABSORPTION SYSTEM wse,. E TRENCH Width C> r Length / renches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ( DIMENSIONS SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Man fa rer: SETBACK INFORMATION Type o CHAMBER M um er: System: W",~,,) ~5 ! -47o OR UNIT DISTRIBUTION SYSTEM a Header / M nifold it Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia. 2 Length _~Z Dia. Spacing / C~ } SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over i Depth Over / xx Depth Of xx Seeded/ Sodded Tx Mulched Bed /Trench Center ' Bed /Trench Edges 0 Topsoil 15 ❑ Yes [I No ( ❑ Y71 es El No COMMENTS: (Include code discrepancies, persons present, etc.) LOCATION ST. JOSEPH 22.30.20.,NW,SE 1453 TRIANGLE DRIVE 11 - 4v140it 1:e J. X18 (0~~ 1-2 a C? K06 e Q&,~ Plan revision required? ❑ Yes No F; i I Use other side for additional infor atiion. 1 Y- 17 ~41 ( 7 SBD-6710 (R 05/91) PID IV( n+l / Date Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH , SANITARY PERMIT NUMBER: 1 f SANITARY PERMIT APPLICATION 201eE.W and shinlgtonAve sion Visconsin In accord with ILHR 83.05, Wis. Adm. Code P.O. Box 7969 Department of Commerce Madison, WI 53707-7969 • Attach complete plans (to the county copy only) for the system, on paper not less County than 81/2 x 11 inches in size. • See reverse side for instructions for completing this application State sanitary Per`(JJmi Number The information you provide may be used by other government agency programs ❑ Check it rev~itsi~o/G~cto(L~((p/jrev/i/ous application (Privacy Law, s. 15.04 (1) (m)). 1, 5 3 A DP. 410 /-fV>-) State Plan I.D. Number 1. APPLICATION INFORMATION -PLEASE PRINT ALL INF RMATION Property Owner Name Property Location cL,ll,tl A, 114 S 1/4, S 9 2 T .5 61 , N, R vjQ E (or Property Owner's Mailing Address Lot Number Block Number City, State Zip Code Phone Number Subdivision Name or CSM Number sr7`e►/ 6'15'"'6 a ( ) II. TYPE BUILDING: (check one) ❑ State Owned ❑ it Nearest Road ❑ Vy age Public 1 or 2 Family Dwelling - No. of bedrooms Town OF J'd_< e,012 III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) 24 p -But LID 1 ❑ Apartment/ Condo ~w cati.~ Il~~' 1~ ' 3iQ-o`~ Q. 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 S ❑ Hotel/ Motel 9 ❑ Office/Factory 1351 Other: specify PtJeTe IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. gg New 2_ ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an -----System --------System Tank Only______________ Existing System Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11E] Seepage Bed 21 ZMound 30E] Specify Type 41 ❑ Holding Tank 12E] Seepage Trench 22 ❑ In-Ground Pressure 42 ❑ Pit Privy 13E] Seepage Pit 43 ❑ Vault Privy 14E] 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 Ca Y S'a a 5'a Feet , Feet VII. TANK Capacity gallonTotal # of Prefab. Site Fiber- Exper. INFORMATION Gallons Tanks Manufacturers Name Concrete Con- steel glass Plastic App New Existin strutted Tanks Tanks Septic Tank or Holding Tank 244 rLift Pump Tank /Siphon Chamber Od0 I ` Tc ® 91 ❑ 1 E] VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumbe/r's Name: (Print) Plumber's Signature: (N Stamps /MPRSWrNo.: Business Phone Number. Plumber's Ac dress (Street, City, State, Zi Code): ?d S d IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate slue Issuing A nt S r Stem A roved Surcharge Fee) pp ❑ Owner Given Initial 7 Adverse Determination O X. CONDITIONS OF APPROVAL/ REASONS FOR DISAPPROVAL: SBD-6398 (R.11/96) DISTRIBUTION: Original to county. One copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at a 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 a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608-266-3151. To be complete and accurate this sanitary permit application must include: L 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 permit. Check only one on 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 for numbers 1 through 7. VII. Tank information- Fill in the capacity of every new/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. Vlll. 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 1/2 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 115 form; and F) all sizing information. GROUNDWATER 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 contamination investigations and establishment of standards. \r' / RECEIVED SAFETY AND BUILDINGS DIVISION 2226 Rose Street O C T 5 1997 - La Crosse, WI 54603 x Department of Commere sz L.01TY ~ ~ dp dpTICE Tommy G. Thompson, Governor 09-Oct-97 ZONING William J. McCoshen, Secretary i' rr 1. IT 1~` Wegerer Soil Testing & Desig JEFF DUNN 421 N Main St PO Box 74 River Falls WI 54022 JEFF DUNN Plan ID 9720690 NW,SE,22,30,20W Municipality of ST JOSEPH hspector: Leroy G. Janski County of St Croix (715) 726-2544 Private Sewage plans including the following element(s): MOUND 624 GPD The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(2)(e), Wisconsin Statutes, is responsible for compliance with all code requirements. This plan action is subject to the conditions listed on the following page(s). A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department. All permits required by the state or local municipality shall be obtained prior to commencement of construction/installation/operation. This project is under the supervision of a state inspector. As inspection concerns arise feel free to contact the state inspector at the number listed. The inspector for this project is listed above. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Please refer to Plan ID number listed at the top of this page when making an inquiry or submitting additional information. Sincerely, erard M. Swim POWTS Plan Reviewer (608) 785-9348 SAFETY AND BUILDINGS DIVISION • 2226 Rose Street LaCrosse, Wisconsin 54603 M Vhsconsin Department of Commerce Tommy G. Thompson, Governor William J. McCoshen, Secretary Page 2 g ►Z 2® o 9 0 - A Sanitary Permit must be obtained from the County where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats, prior to installation. - Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(d), Wis. Slats. SBD-5524-E (R.07/96) File Ref: MOUND SYSTEM Page \ of FOR - A 4 . D Ct RL_ .ESE -ff~5 _ - _ t~ PTo GAP L'f ~i S:1v z LA - - 20 t 9 i LOCATED IN THE NW1/4 OF THE 5F 1/4 OF SECTION ZZ,T 3D N, R ZO W, TOWN OF S'r. 3U S N . ST' • L° MLX COUNTY , WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 PROJECT DATA PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW-CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PA GE 6 of 7 DOSE CHAMBER PAGE T of 7 PUMP PERFORMANCE CURVE PREPARED FOR 16 k3 i-~l tj ►'7ckvsIc-rz I N. S't't~L+vPr'f'c~Ct, IAN ssoBZ RECEIVED 0 C t - 9 1997 SAFETY & BLDGS. DIV. PPE-PA-RED BY L~lE43EFcER !E; C3 I L €-EST I pq(Ei ~oNs~ AND~.••'~4# ZEES = Gt~i S>E=Fr~l CE ARTHLKi L. WEGERER P.O. •'S801 74 421 K. KAIK ST. ELLS9WO", tLQnally RIVER. FALLS. KI 54022 ~ w CQn v~D 715-425-0165 V1.. 0 OMap~R o NGg S I G 1 ~Q • MENS ~F ~p 811. ~~~NN~ 00 SON 1 ~s SpONOWNGe SEE GO JOB N0. 3 f PROJECT DATA Page Z of II This mound system will serve a 4 bedroom residence and a bathroom in a photography studio building with a 12' by 12' area available for customers. 12' X 12' = 144 sq.ft. X 70% = 100.8 - 30 = 3.36 X 1.5 = 5.04 gpd 24 gpd is used for design purposes. A 1000 gal septic tank will be installed for the studio. A 1200 gallon septic tank will be installed for the residence. The effluent from both tanks will flow to a 1000 gallon pump tank. - PLOT PLAN- - Page 3 of., Scale 1"=140 ' r I-V-1 h-)-j 6 E D t? 1 u- i \ c o..,~vur~ U1. q&. WL lotu. Ls't. ~l$ 8 \a r 4s- 3Z, B•Z 4 I 2.0' o F ~ ~I f 4'~vuc I ~~'oF OV NOT `Wr"l I I I ~gE SV'w,c S ooo6A1 OIL otStv~t er I S ~ t S 1~ R~ ~ vi ~ . Vmlb G.K. 4 "P e 67 "`6so I 11 ~ooo p 1 cyr,~ YAK j o ZE JI @.3 32i (J z (0 0 w ~,t Tn aF ~'t" 1:~8T so' F izc~t u v~t~ _ jc7 S Prrvi~ Y UE - T ZS' FiLOk1 `r \C . 1 SAT L1►v>rA.5. Q a" ~ P<t-Tt~~'~1 NOTES: -1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install permanent markers at end of each lateral. required) 3. Install 4" observation pipes with approved caps. ( Z required) 4. -Septic tank to be Vz_. sp gallon capacity manufactured by KLbkjM-r%W PR ChST FbNL "UV3F- 1000 CAX_MtDw@3Te_," FOR %1\JV(3 - LbOQGta...MLWN)Q':3lq_ N \-um P 1`P~v1c. 5. Bench Mark loo o1 o►J CtM 'r1Z.~ \'riT l3)`•t - LXL. Loo.? ' << k , 6. Divert surface water around system to. prevent .ponding at the uphill side. Page. Of ,7 Approved Synthetic Covering Njrs-r`t'I c 33 Distribution Pipe Medium Sand G Topsoil = F Elev. cr9, E D " 3 ` - b % Slope Bed Of 2N- 2 Force Main Plowed Aggregate From Pump Layer D \.O Ft. Cross Section Of A Mound System Using E I Ft. A Bed For The Absorption Area F 13•% Ft. G X•o Ft. A 8 Ft. H k-S Ft. Linear Loading Rate= 01 GPD/LN FT B 6 5 Ft. Design Loading Rate= O•y.GPD/SQ FT I 1b Ft. J 8 Ft. K NQ Ft. o„~,+ L 85 Ft. W 3 Z Ft. Feree Main L ObservE _ o A I - - Force Main I.----- M N Distribution Bed 0f 2 - 2 2 Pipe Aggregate Observation Pipe Permanent Markers (Anchor securely) Plan View Of Mound Using A Bed For The Absorption Area Page S - Of =7 Perforated Pipe Detoll End View )Perforated End Cap.) PVC Pipe Install permanent-marker at end of each lateral Holes Located On Bottom, Are Equally Spaced Q S PVC Force Main P PVC Manifold Pipe Distri ution Pipe Last Hole Should Be l Next To End Cap End Cap P S•O Ft. Distribution Pipe_ Layout S V Ft. X ti Inches Y V_ Inches Hole Diameter f~~( Inch Lateral Inches Manifold Z Inches Force Main Z Inches # of holes/pipe Invert Elevation of Laterals 10D.j Ft. ~S`K1.1~_ q-3b X51; ~7•Yy GP~j 4 Place lst hole Z~ from center of manifold with succeeding holes at 1-19' intervals. Last hole to be next to the end cap. ' PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS' PAGE OF I VEAIT CAP -(C.L VENT PIPE WEATHER PROOF APPROVED LOCKING MANHOLE 10 FROM DOOR. JUNCTION DOX COVER WITH WARNING LABEL WINDOW OR FRESH 12'MIU. I . AIR INTAKE I GRADE AIM. COIJDUIT WAIN. ~ 11~ PROVIDE - IAILET ~ AIRTIGHT SEAL II v APPROVED JoIl A Tank construction shall comply I APPROVED JOI)JTS with ILHR 83.15 and ILHR 83.20 ( 11 I I I ALARM o II I~ I C ON I LLIV. FT. PUMP-~ OFF 0 1;Z ~V, a S . 00 I COAICRETE BLOCK 3" APPRovfEL - RISER EXIT PERMITTED OWLy IF TAWK MAIJUFACTURER HAS SUCH APPROVAL. SEDOINQ SPECIFICATIOUS DOSE TAWK MANUFACTURCR:Mt jI~ZTk3tN S"H NUMBER OF DOSES: PER OAU TANK SIZE: ~ O 00 GALLONS DOSE VOLUME t ALARM P.WUFACTUREit: S S' L~ ~O S~D~IS INCLUDING DACKfLOW: ~'O~ GALLONS AODEL NUMBER: W CAPACITIES: A= IIZIAICHESOR LIZ GALLOIJ5 SWITCH TYPE: g = Z IIJCHES OR 5 Z 4LLOU5 PUMP MANUFACTURER: GOV L,~ S` G = B IIJCHES OR Z'Og GALLOL15 MODEL NUMBER: 387) EPOS D- \Z INCHESOR 3LZ GALLONS SWITCH TYPE: C MOTE: PUMP AMD ALARM RE TO,6E~ i INSTALLED OW SEPARATE CIRCUITS MINIMUM DISCHARGE RATE 3~•~ GPM VERTICAL DIFFERENCE DETWCEN PUMP OFF AUD..015TRIBUTION PIPE.. 1L' to FEET t MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . 2.50 FEET + 165 FEET OF FORCE MAIN X L'2 FYo rT.FRICTIOU FACTOR. •S 2- FEET TOTAL DtJUAMIG HEAD VL. FEET DIAMETER - INTERIJAL DIMLWSIOW, OF TANK: LEkI&TH ;WIDTH - -;LIQUID DEPTH 3 S <<Z BOTTOM AREA - - 231= GAL/INCH AS PER MANUFACTURER = _"-0 GAL/INCH Goulds ~F? Submersible Effluent Pulp jilt 3871 EP04 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover: Thermoplas- • Homes components. tic cover with integral handle Motor: Available for automatic and , • Farms manual operation. Automatic and float switch attachment • Heavy duty sump • EP04 Single phase: 0.4 HP, models include Mechanical points. • Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty • Dewatering RPM, built in overload with preset at the factory. rated oil and water resistant. automatic reset. SPECIFICATIONS • EP05 Single phase: 0.5 HP, ■ Bearings: Upper and lower 115 V, 60 Hz, 1550 RPM, FEATURES heavy duty ball bearing Pump: EP04 built in overload with construction. K EP04 Impeller: Thermo- s Solids handling capability: automatic reset. plastic Semi-open design 1/4" maximum. • Power cord: 10 foot with pump out vanes for AGENCY LISTING • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. • Total heads: up to 24 feet. with three prong grounding p SA Canadian Standards Association • Discharge size: 11/2" NPT. plug. Optional 20 foot ® EP05 Impeller: Thermo- (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for improved performance. end in "F" or "AC".) rotary/ceramic-stationary, three prong grounding plug p BUNA-N elastomers. (standard on EP05). ■i Casing and Base: Rugged • Temperature: thermoplastic design provides 1040F (400C) continuous superior strength and 140°F (600C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 - • Capable of running 1 dry without damage to s 30 - - - -t-~~ 5GPM - components. Pump: EP05 s 4 .2.5 F • Solids handling capability- 25- 3/a° maximum. z W i • Capacities: up to 60 GPM. = i i V 6 20 - ' - - l - - • Total heads: up to 31 feet. - i- - j j • Discharge size: 11/2" NPT. z 5 • Mechanical seal: carbon- 0 15------ - 93,' ' rotary/ceramic-stationary, _j 4 ii i BUNA-N elastomers. EPOS - - - • Temperature: 3 10- - i 104°F (40°C) continuous l 1 - _ 140°F (600C) intermittent. 2 EP04 ' i 5!i - - - 3~.uy; t 0 00 10 20 30 40 50 GPM L _L -1 L 0 2 4 6 8 10 12 m3/h CAPACITY ©1995 Goulds Pumps, Inc. Effective May, 199 Wisconsin'Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 ~abor and~i-luman Relations d ision of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8L,1/2x 11. inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference dge and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and is ro030-2029-80-100 APPLICANT INFORMATION-PLEA` E, INT A& I OR N REVIEWED BY DATE nr PROPERTY OWNER: co PROPERTY LOCATION Jeff Dunn vM GOVT. LOT NW 1/4 SE 1/4,S 22 T 30 N,R 204 (or) W PROPERTY OWNERS MAILING ADDRES - ~ ryt LOT # BLOCK # SUBD. NAME OR CSM # 13147 McKusick Rd. N. vo na na na CITY, STATE ZIP Pd 0 [:]CITY ❑VILLAGE MOWN NEAREST ROAD Stillwater, MN. 55082 493-YfL 8r St. Joseph HY. #64-35 [x] New Construction Use [ Residential / nfri' ms 4 [ ] Addition to existing building j ] Replacement [ Public or commercial describe 121x12' photography studio Code derived daily flow 605.04gpd Recommended design loading rate .4 bed, gpd/ft2 .5 trench, gpd/ft2 Absorption area required 504.2 bed, ft2 504.2trench, ft2 Maximum design loading rate - 4 bed, gpolft2.5 trench, gpd/ft2 Recommended infiltration surface elevation(s) 99.30. _ ft (as referred to site plan benchmark) Additional design/ site considerations system el.' based on contour line of el. ,98 JO Parent material limestone uplands Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem ❑ S ®U g] S ❑ U ❑ S ®U ❑ S ®U ❑ S ®U ❑ E SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence BoLrrldary Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0-11 10yr3/2 none 1 2msbk mfr gw 2f .5 .6 2 11-25 10yr4/4 none sicl 2mgr mfr 9w if .4 .5 Ground 3 125-39 5yr4/4 none scl ob. 2cgr mvfr 9w if .4 .5 elev. 98.7ft 4 39-42 7.5yr4/4 fif 7.5yr5/6 sic M na gw na np np . Depth to 5 42-60 10yr6/4 fractured limestone na na na na na na limiting factor 39" Remarks: Boring # 1 0-10 10yr4/3 none 1 2msbk mfr gw 2f .5 `:.6 <>..2.... > 2 10-18 10yr4/4 none sl 2mgr mfg - 9w if .5 .6 3 18-28 10yr4/4 none sl 2mgr mvfr 9w if .5 .6 Ground 48v.8 ft 4 28-42 10yr4/4 fif 7.5yr4/6 scl lcsbk mfr na na .2 .3 Depth to limiting fac orb Remarks: CST Name:--Please Print Gar L. Steel Phone: 715-246-6200 Address: 1554 200th. New ich and WI 4017 Signature: i Date: 10-6-97 CST Number: m02298 PROPERTY OWNER Jeff Dunn SOIL DESCRIPTION REPORT Page ? of 3 PARCEL I.D. # 030-2029-80-100 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourclay Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trer& 1 0-14 10yr3/2 none 1 2msbk mfr gw 2f .5 .6 3 If.,_..., 2 14-35 7.5yr4/4 none scl 2mgr mfr gw if .4 .5 Ground 3 35-44 7.5yr4/4 fif 7.5yr5/6 scl 2mgr mfr gw if .4 .5 eleev8. • 4 44-50 10yr4/4 fractured li estone na na na na np np Depth to limiting fac%,, Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # a Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel Jeff Dunn 1554 200th Ave. CSTM2298 NW4SE4 S22-T30N-R20W New Richmond, WI 54017 MPRSW 3254 town of St. Joseph (715) 246-6200 N 1"=40' .v BM.= nail in Elm tree C el. 100' Alt. BM.= nail in Elm tree @ el. 100.20' ~0 GG`, "l ti ,2 i 0 i 0 30 ►-7 A Gary L. Steel 10-6-97 STC-105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER AvA &iv~ Z JF f~Cjx-w /.Z3 66? 3r 3«i'7 MAILING ADDRESSf~vuLv~aN , w Sya~rZ 57-)1- L011V S'S~Z PROPERTY ADDRESS (V5"'3 J %Ztfi-fJ~-L~ v Z 7'a , W 3__08 Z (llocation of septic system) Please obtain from the Planning Dept. CITY/STATE 4V l P/j &o7 SV61S 2 PROPERTY LOCATION lVa-) 1/4, S~ 1/4, Section 2 Z T 9O R ZD W TOWN OF ~I ~pS',~pGl ST. CROIX COUNTY, WI SUBDIVISION LOT NUMBER JW CERTIFIED SURVEY MAP , VOLUME , PAGE , LOT NUMBER Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by licensed septic tank pumper. What you put into the system can affect the function of the septic tank as a treatment 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 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 necessary), the septic tank is less than 1/3 full of sludge and scum. 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 DNR. Certification stating that your septic has been maintained must be completed and returned to the St. Croix County Zoning Officer within 30 days of the three year expiration date. SIGNED: DATE: St. Croix County Zoning Office Government Center 1101 Carmichael Road Hudson, WI 54016 11/93 8 T C - 100 This application form is to be completed in full and signed b owner(s) of the property bein only result in delays of g developed. Any inadequacies y the development be permit issuance, Should s will the house intended for resale b owner Should this then a second form should be retained and completed(WpeC the property is sold and submitted to this office with the a ppropriate deed recording, hen Owner of property ~ Location of property ,Uu/ 1 4 x,1117 / S~ 1/4, Section s~~2 Township N-R~p W Mailing address Address of site 5F / -~Ya~2 cul Subdivision name ~ Other Other homes on property? Lot no. Yes~_No owner of property ewl2i 1 /;7 Total size of property g Total size of parcel a Date parcel was created Are all corners and lot lines identifiable? Is this property being developed for (spec house) No Volume and Page N • Yes _~No of Dee------ umber as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICATION THE FOLLOWI A WARRANTY DEED which includes a NG: NUMBER AND THE SEAL OF DOCUMENT NUMBER, VOLUME AND PAGE certified survey, THE REGISTER OF DEEDS. In addition, a delays y, if available, would, be helpful so as to avoid of the reviewing references to a Certified Survey process. If the deed description shall also be required. y Map, the Certified Survey Map PROPERTY OWNER CERTIFICATION I (we) certify that all statements on this form are best of my (our) knowledge that I true to the property described in this (We) am (are) the owner(s) of the warranty deed recorded in information form, by virtue of a Deeds as Document No, the office of the Count own the Y Register of Proposed site for the sewerge' disposal that that I (wm presently obtained an easement, to run the system or construction of said s stem above described I (we) the office of y , and the same has been duly rrecorded tin the County Register of Deeds as Document No. Signatu of plicant Co- is t /0//.51- Date of Signature • 474G28 VOL 91,qPA6E 545 QUIT CLAIM DEED Document No. State Grantor NOW* bee be . "M1 Ab,.e......a a,r rmui.s sra ttarerr . THIS MUM PA made by tie State at Wbosedi l DWartmea atTramwertatbrti Zraator, RE,JISTER'S OFFICE gnitdrlmato_Henry J Lentz - ST. cROix Co., W1 Srantee(s). for the sum of Mutual Benefits Reed for Record C 0 i 25 4 1991 . M pu sum to Sectiom 81AK* Wiecown Statutes, tie prop" dews bW below V Ora" Quit claim in and to the following tract of land in the Township of St. Joseph, St. Croix County, State of Wisconsin, described as a parcel of land in Section 22, Township 30 North, Raage 20 Wesc, in that part of the NW 1/4 of the SE 1/4 described as follows: All that part of said highway right of way contained in the area bounded on the north by the southern right of way line of the t.,wn ro-1 known as Triangle Drive, bounded on the west by the eastern right of way of said Triangle Drive, and bounded on the southeast by a line that is 50 feet northwesterly of, and concentric to, the centerline of STN 35/64 as it is presently located and maintained on July 1, 1991. Containing 3.8 acres more or less. As apperved by the Governor of the State of Wisconsin on x ~r Not A 1 "rLisle Subscribed awd wo& 10 91 •U• > x:• Q J •.v John H. f afta- m ft _ O ' J ! : • (P- «TYP. Nano. H-eryfefflE Sur a vr--j Q August 20, 1995 6189 (o.4 c°' i m 89irm) P-00 This iattrt:.. -at un drafted by the Vrocoesin Del artment of T 4 n^sPxxtaion- I'aRe! Na