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HomeMy WebLinkAbout030-2076-30-000 A . 1 Co � �• CL N O v L W O — CS co OD W �" A y n f0 co N N OV C W W O Cp y 'O Q ° � 01 r^�� N N N C- O f0 a] ? W ^' O 0 0 0 (DD < 0 v 0 A� CIi W 3 7 NI t o 7 Y7 C m v> D A a m 0' a, I 4 C3 °DC N 3 O A N m l Vl CD CD 6 O CL .. 2 0 r v> CD °0000° �Mc 'u ! °: l�r c c CS Z • p A o n -i i i� I l/p N N 3 L/1 f/1 N N O N o v o 0 0 d H ? � fu y 2 N � CL W N O Z ? Z Z N O N D D °c N ^� O O CD CL H • CD C W a z CD I -+ -.4 c o ? Z ID _ in . o A 2 3 o' A A m w rn 0 a � A C 3 � y -+ C A i 0o a \,\ o N a CA 0 rnrn :0 c 0o Z n � N CD 0 CA N ! 3 CD 7 CD 'I o- 2 A O C N "+ O N c o o `^ m o O ti tA CD CD o y VVRsconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations Division Safety 8 Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 �1 1 .es'in size. Plan must include, but St. Croix not limited to vertical and horizontal reference (r'c #ion amti;% of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and s to nerest road. 030- 2076 - APPLICANT INFORMATION - PLEAS INT MATIOI`',. REVIEWED BY DATE PROPERTY OWNER: ROPERTY LOCATION Richard LaCasse j 2 yl IA ),GOVT. LOT 1/4 1VW 1/4,S 26 T ,N,R (or) W PROPERTY OWNERS MAILING ADDRESS " CLOT # BLOCK SUBD. NAME OR CSM # COUNTY Drechsler Hcits. 1220 Oakwood In. ICE 6 CITY, STATE ZIP COD NE NUMBER f - \ [:]CITY IL E [2FOWN NEAREST ROAD Hudson, WI. 54016 415r 9 - " "69�" '� St. Joseph 14th. St. [� New Construction Use [ x] Residential / Number of bedrooms 3 [ ] Addition to existing building j ] Replacement [ ] Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate • 4 bed, gpd /ft • trench, gpd/ft Absorption area required 375 bed, ft2 375 trench, ft Maximum design loading rate • 4 bed, gpd /ft - 5 trench, gpd /ft Recommended infiltration surface elevation(s) 96.95 ft (as referred to site plan benchmark) Additional design/ site considerations ssytem el. based on contour line of el. 95.95' Parent material stream terrace Flood plain elevation, if applicable na It S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL I HOLDING TANK U = Unsuitable fors stem ❑ S ® U $7 S ❑ U EIS ®U ❑ S ® U EIS ®U EIS ® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Roots GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench .:.::.1 1 0 -18 10 r 4/3 n one sl lrqbk mvfr QIX if .41 -9 2 18 -45 7.5yr 4/4 none s Ground 3 45 -60 7.5yr 4/4 c2p7.5yr 5/8 sl M na na na .3 .4 elev. 96.8 Depth to limiting factor 45" Remarks: Boring # 1 0 -13 10 r 4/3 none sl lcsbk mvfr aw 2fl .4:: .5 Li 2 13 -31 7.5yr 4/4 none sl lcsbk mvfr if .4 .5 Ground 3 31 -55 7.5yr 5/4 c2 7.5 r 5/8 sicl M na na na n .2 elev. 96 - Depth to limiting factor 31" Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715 246 - 6200 Address: 1554 200th e. New Rictmond, WI 54017 Signature: Date: 10 -10 -97 CST Number: m02298 F STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Richard LaCasse New Richmond, WI 54017 MPRSW 3254 � Nom, S26- T30N -R20W (715) 246 -6200 town of St. Joseph lot #6- Drechsler Hgts. f N 1 =40' BM.= nail in Elm tree C el. 100 Alt. BM.= nail in Elm tree C el. 98.80 system location may or may not be as shown as permanent lot lines have not been established 'Y <v �3 t`� Z Gary L. Steel 1010 -97 pro ST. CROIX COUNTY ZONING DEPARTMENT• �r RE CEIV ED ._ .� AS QUILT SANITARY REPORT �' Owner 11.. ? 19'8 + �,� c �a�a[ .C�.� Ss•r _� r 5T CROIX Address a2 o rouNTV i City /State �li� .S2 ,y U ZONINGOFFICE i Legal Description: Lot c Block Subdivision/CSM # now P Sc. 1 e Y fib `/.� 'V4, cJ , Sec. �, T N -R W, Town of S Jos' / _ PIN # D.y O SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION: Tank manufacturer Size ST/PCI /6n0 Setback from: House Well 4 10 P/L _L' Pump manufacturer /d s Model Alarm location (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: m a t, A ck Width _ r Length 4 1 7 Number of Trenches _( Setback from: House /_ Well G D PAL s , Vent to fresh air intake 4 e ELEVATIONS Description of benchmark ,��� e . Elevation _ /d 4', a Description of alternate benchmark Elevation I5 l ,p Building Sewer 9' - $3 ST/HT Inlet fic/, 96 — ST Outlet PC Inlet PC Bottom S` s3 Header/Manifold cl d'. 3 Top of ST/PC Manhole Cover el 3, le Distribution Lines () ! X, `/ d () ( ) Bottom of System () 9 , 2- 7 3 () ( ) Final Grade ( ) ( ) ( ) Date of installation /3o��Permit number State plan number Z(� Plumber's signature 41 � — — License number ;? ;z e r,�51 Date ` /-V/ 9 - 1 " Inspector /fa hClryw L A Complete plot plan or v N D O m C c 0 I 0 m `� �m , W m m m m ,� Z �1 m m 1 \� n c v� c y z W - � Vl Z D N c N lk m `\ m \ Z co c p O < 70 m m � - m D r C W D D Ut c N O p p Z m f V 7 Z � CD Z - m m > c N Z W -1 y m m c ^r z 3 L _ M N \ Z n D = ( OW 0 Z O c rO y z Z 70 m D D N D tt o _ �" m "V O z y� m m D I'D 0 r v ° Z m o m ca m> Vt7mp � m 0 W m ) S D Z Z - 1 O cn IN, 0 M -1 0 ) �O m m m *F ZD_ Z m m v v `D O r 177 f_ vi c D� a Km W y D y N N ai �I 7C N D Z m > m p c Z ,n D 0 z v ► n 000 N .°+ m D m . <� f° N n S A O D c 2 H -1 --I _Z c pm 3: ( � Z D A .. J �, T 3 m o \ V O < C D m v c °O y 3 �1 Z �, m C m c m c 4 7 �o c Y 3 6 m 1 D 3 v m m p U Z -� o 0 z x �z C Z CL m m DO r o `l c 70 C N MM z Wiscorrin Department of Commerce Count SafetyQnd Buildings Division PRIVATE SEWAGE SYSTEM yST. CROIX INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitar : Personal information you provice may be used for secondary purposes [Privacy L , s.15.04 (1)(m)]. Permit Holder's Name: - ��jty [� M41 Town of: State Plan ID No.: LACASSE, RICHARD CST BM Elev.: Insp. BM Elev.: BM Description: Parcel b3119)-;2076- 30 _' do loo S " r TANK INFORMATION ELEVATION DATA A9800029 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. e CGi aOd Benchmar as . VS 100 Ic'c' osigg; rn, e> & c 3 2 5S Iu2$ lob Aeration -- Bldg. Sewer j Holding t, __ St /Ht Inlet t TANK SETBACK INFORMATION St/ Ht Outlet TANK TO P/ L WELL BLDG. Air i ntake ROAD Dt Inlet Air Septic' " jp NA Dt Bottom I -- ) U2 Dosing --7 )' 2 r NA Header / Man. • J 7 Aeration NA Dist. Pipe.�� Holding Bot. System Lf 29� 97 - 73 PUMP/ SIPHON INFORMATION Final Grade Manufacturer Cho /� < Demand �M - & & ` 7 S J Model Number GPM Ah�o ��� .4.,5 1:5 TDH Lift+ ( Lriction '/ System TDH20, -Ot Forcemain Length 0 1 0 'I `Dia. HH2 Dist. To Well SOIL ABSORPTION SYSTEM &67 BED/TRENCH Width Length C l�i No. Of Trenches PIT No. Of Pits : Inside Dia. Liquid Depth DIMENSIONS DIMEN I N SYSTEM TO SETBACK / BLDG WELL LAKE/STREAM L ACHING Manufactur INFORMATION Type O �� CH umber: System `5 2 j�� * OR UNIT DISTRIBUTION SYSTEM k =)0 {rorvt-+>x Of Header / M r;ifold Distribution Pipe(s) x Hole Size x Hole Spacing - Fem -T-o Air Inta Length Dia. Length 22 S Dia. / Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over „ Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed/ Trench Center l '' Bed /Trench Edges Topsoil Yes ❑ No t ❑ Yes ❑ No COMMENTS (Include code discrepancies, persons present, etc.) �o� ��,�. O' '�7 ltt2 LOCATION: ST. JOSEPH 26.30.20.647,SE,NW 1364 14TH STREET I-A I - 1 5 ����v SE t ar�e� 4•� V)DOS do 7Z zI � F� � as C 1 074 ' 0 Plan revision required? ❑ Yes �4 No l i d Use other side for additional information. 30 SBD -6710 (R.3/97) Date Inspector's Sig ture ert No. DILHR SANITARY PERMIT APPLICATION In accord with ILHR 83.05, Wis. Adm. Code COUNTY STATE SANITARY PERMIT # -Attach complete plans (to the county copy only) for the system, on paper not less than ❑ 3a7(o3' 8% x 11 inches in size. ? /_ � 1 + t Check if revision to 21 vious application -See reverse side for instructions for completing this application. 1 U! � �`'y ' STATE PLAN I.D. NUMBER I. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. . Jo S PROPERTY OWNE PROPERTY L EITION t C= �Y ttJ % S Z.4P T34 N, R 7-©'*4or) W PROPERTY OWNER'S MAILING ADDRESS n LOT # BLOCK # ^ 1 7-2-6 ® ` — X l a gTATE ZIP CODE PHONE NUMBER SUBDI ON NAME OR CSM NUMBER 0 CITY 11. TYPE OF BUILDING: (Check one) ❑ State Owned VILLAGE as��Oh NE� S ❑ Public 1X1 or 2 Fam. Dwelling-# of bedrooms•] PARCEL TAX Nu R() vue. 3o. t� 1 BUILDING USE: (If building type is public, check all that apply) ©.3 f1 zc� �� - 3 c� • J O -- 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. 6N 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 # — Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21'M Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground 42 ❑ Pit Privy 13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. GALLONS PER DAY 2. ABSORP. AREA 3. ABSORP. AREA 4. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals /day /sq. ft.) (Min. /inch) ELEVATION .3 5 • z- — •/ Feet et VII. TANK CAPACITY Site in gallons Total # of Prefab. Fiber- Exper. INFORMATION New isttn Gallons Tanks Manufacturer's Name oncret Con- Steel glass Plastic App Tanks Tanks structed Septic Tank or Holdina Tank Lift Pump Tank/Siphon Chamber f F1 I El Ll I El El VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite a jq ewage system shown on the attached plans. Plum s Name (Print). Plumber's nature: (No mp 1%P /MPRSW No.: Business Phone Number: (�J r S FW - o Plumber's A ress ( treet, City, State, Zip Co IX. COUNTY /DEPARTMENT USE ONLY ❑Dapproved Sanitary Permit Fee (Includes Groundwater a e ssue Issuing Agent Signature (No Stamps) Approved Owner Given Initial Surcharge Fee) Lt Adverse Determination �� / op X. CONDITIONS OF APPROVAL /REASONS FOR DISAPPROVAL: (A)wmo_ SBD -6398 (formerly Plb -67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber SAFETY AND BUILDINGS DIVISION 2226 Rose Street Nvi sconsin La Crosse, WI 54603 Department of Commerce Tommy G. Thompson, Governor 23- Jan -98 William J. McCoshen, Secretary Wegerer Soil Testing & Desig Richard La Casse tt�� 421 N Main St PO Box 74 � River Falls WI 54022 µ . O CRO/� SE NW,26,30 cy ! LA CASSE- L 20W 5&6 Plan ID 9820072 � �oNiH 0P Municipality of St Joseph Inspector: Leroy G. Jan f 7 _ 1 1 County of St Croix (715) 726 -2544 Private Sewage plans including the following element(s): MOUND 450 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, A Oerar M. Swim POWTS Plan Reviewer (608) 785 -9348 SAFETY AND BUILDINGS DIVISION 2226 Rose Street ' N*isconsin LaCrosse, Wisconsin 54603 Department of Commerce Tommy G. Thompson, Governor William J. McCoshen, Secretary Page 2 9s 20072 - 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. Stats. SBD- 5524 -E (R.07/96) File Ref: Page of 6 MOUND SYSTEM FOR A 3 BEDROOM RESIDENCE LOCATED IN THE SE 1/4 OF THE Nw 1/4 OF SECTION Z N, R Z-0 W, TOWN OF WISCONSIN. �LoT S -t (-. Ot= N3 tc - s c , 4 0az wm , t+-r S S �Q�iulS�tYvl aLOcti� z INDEX PAGE 1 'of 6 TITLE SHEET 9 2 ®0 7 2 PAGE 2 of 6 PLOT PLAN PAGE 3 of 6 PLAN VIEW -CROSS SECTION PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT PAGE 5 of 6 PUMPING CHAMBER PA GE 6 of 6 PUMP PERFORMANCE CURVE PREPARED FOR W. L A Chssi�7 CusT3" 1k- "E \2.Z (Dp � K)b w t-tv j v . p.0 W.T.S. svrv, RECEIVED Conditionally JAN 16 1998 SAFETY & BLDGS. Div A PpROVE D "'R DEPART S 7Y D BUILDINGS IVIS40 F S a PREPARED BY SEE CORR "' W E E l-=: FC E F2 S C3 I t_ T E S T I tV G AND t. �atst�a1et �► 4�sc (�N�� V '4, DES = GtV St�t�V I CE 0 40 d F.O. BOI 14 421 K. tSAIM ST. WECE R i � WEGERER 915 P RIYE3? FALLS. MI 54022 Et SWORTH, 715- 42`., -0165 � '{,1 � ......... got � oesl � 1 08 164200% 0 / —I v JOB NO. PLOT PLAN Page Z of ( ' . Scale 1"= . / g � �o oc yi pv C i 1,oT L Z'S ��. S' �15 O'F Z. ° PuC F • I °r N' I I I z 00 tUOT e ei" O R CT .0 _ i • jZ, � r'riT.Bw'I LL gs 8 O�•'S 1r1 OF �`�l w �.� �F cYr �T so' ��-01� `rte w►ovn�� Hit SST S o' �wwj �R.o n��� w�uv�vp rvoR7N r° D <_L sT ZS PRA - `ryt IVJV-s NOTES -1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install permanent markers at end of each lateral. (V required) 3. Install 4" observation pipes with approved caps. ( z required) 4. tank to be 1 wz, 16SO gallon capacity manufactured by h � ��JT�'R.ty T�2EST ► 5. Bench Mark $,)I e1- \ % o' G�1 N ftl L ) ti ELM `T12Le RLT . �3� ' LT . C b - to , It N k At I 6. Divert surface water around system to prevent ponding at the uphill side. Page ., Of Approved Synthetic Covering FICS C. 33 Distribution Pipe Medium Sand Topsoil P - -- ,= F Elev. . 9 3 E u b Z % Slope Bed Of 2- 2 %2 Force Main Plowed Aggregate From Pump Layer D 1.0 Ft. Cross Section Of A Mound System Using E I �- Ft. A Bed For The Absorption Area F o.8 Ft. G V u Ft. A 8 Ft. H Ft. Linear Loading Rate= q•b GPD /LN FT B 1 41 Ft. Design Loading Rate= o.y.GPD /SQ FT j LL Ft. J 8 Ft. K Ft. Alt n t_ n L 67 Ft. O W 3Z Ft. L J Observation Pipe A I• - - - -- ----- - - - - -- ------------------ - - --�� Force Main W - - -- o Distribution Bed Of 2 2 2 opas� p„p Pipe Aggregate I Observation Pipe Permanent Markers (Anchbr securely) Plan View Of Mound Using A Bed For The Absorption Area Page y Uf I Perforated Pipe Detail 0 End View ) Perforated End Cap � PVC Pipe Install permanent at end of each lateral Holes Located On Bottom, Are Equally Spaced Q S PVC Force Main Q PVC Manifold Pipe w Distri ution Pipe Last Hole Should Be I Next To End Cap End Cap P 2 -Z Ft. Distribution Pipe_ Layout S y Ft. X 4'b Inches Y y5 Inches Hole Diameter I N Inch Lateral Inch(es) Manifold Z Inches Force Main " Z Inches # of holes /pipe Invert Elevation of Laterals %.3S Ft. x y= Z�_Oj GpwJ Place 1st hole Zy from center of manifold with succeeding holes at 4b" intervals. Last hole to be next to the end cap. Combination Sep4c-Tank and PLI CHAMBER CROSS SECTIOIJ. AMD SPECIFICATIONS' PAGE S OF (o -VEIJT CAP WEATHER PROOf JuUCTIOU 80X . 4'c.I. VEIJT PIPC APPROVED LOCKING 10 FROM DOOR, MAIJHOLE COVER tVf�i - - i1NDOW OR FRESH wAttt.5lklG t.Ps6EC AJ INTAKE t e c&3wlT tj 4 Maj. ZZ =4=3 y "IsjsOe no" P1Pt PROVIDE I -- -- IULE T AIRTIGHT SEAL I I I I APPROVED JOINT A ( I I ( APPROVED JOIIJT: 1 W /C.I. PIPE�p'O W/C.I. PIPEOR Tank construction I II shall comply with .) I ALARM ILHR (83.15 and 33.20 a I 1 1 i I 01J C, I I 85.33 OFF I CLEY. FT. PUMP -� - -� 0 COIJCKETE BLOCK 3" APPRotic K15ER EXIT PERMITTED OULy IF TANK MANUFACTURER HAS SUCH APPROVAL BEt)OIH4 SEPTIC f SPEGIFICATIOKIS OOSE I 5�1�jWEn2J`1 C 1JUM15ER OF DOSES: 3. S PER DAB TAIJ►C MA►JUFACTURCR: I - TAWK :,IZE:: GALLOWS DOSE VOLUME l ALARM MANUFACTURER: INCLUDING OACKFLOW: GALLONS MODEL WUMBER: CAPACITIES: A= INCHES OR 301 GALLOIJS SWITCH TYPE: `� 1 r�,a Y B= a Z I _ G( I -LOk15 BUMP MANUFACTURER: GOV `DS C- a ILICHES OR GALLONS MODEL UUMBER: INCHES OR GALLONS by b SWITCH TYPE: DOTE: PUMP Au0 ALARM ARE TO 5E MINIMUM DISCKARGE RATE ZS'Da GPM INSTALLED Oki 5EPARATE CIRCUITS VERTICAL DIFFERENCE OETWEEIJ PUMP OFF AUD.D15TRIBUTIOU PIPE.- FEET + MINIMUM WETWORK SUPPLY PRESSURE . . . . . .. .. . . 2.50 FEET 4S FEET OF FORCE MAIN X x F OO VLFKICTIO LI FACTOR__ o ' Z FEET TOTAL D!JUAMIC HEAD = 4 FEET Pump chamber DIAMETER IUTERUAL DIMLWSIOIJ� OF TAIJK: LEKIGTH ;WIDTH — ;LIQUID DEPTH BOTTOM AREA — 231= GAL /INCH AS PER MANUFACTURER -- GAL /INCH Goulds nNGe or- Submersible Effluent Pump 3871 EPO4 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 • Farms Motor: Available for automatic and manual operation. Automatic 0.4 and float switch attachment • EPO4 Single phase: HP, • Heavy duty sump 115 or 230 V, 60 e: 0.4 H0 m include Mechanical points. • Water transfer Float Switch assembled and ■ Power Cable: Severe duty • Dewatering RPM, built in overload with rated oil and water resistant. automatic reset. preset at the factory. • EP05 Single phase: 05 HP, ■Bearings: Upper and lower . SPECIFICATIONS FEATURES heavy duty ball bearing 115 V, 60 Hz, 1550 RPM, construction. Pump: EPO4 built in overload with ■ EPO4 Impeller: Thermo- • Solids handling capability: automatic reset. plastic Semi -open design 3 /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. SA Canadian Standards Association • Total heads: up to 24 feet. with three prong grounding a size: l'h" NPT. plug. Optional 20 foot ■ EP05 Impeller: Thermo - • Discharge plastic enclosed design for (GSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with end in "F' or "AC ".) rotary/ceramic- stationary, three prong grounding plug improved performance. BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 • Capable of running i - -- dry without damage to s 30 components. Pump: EP05 8 - - - - d -- - • Solids handling capability: c 25 I i % maximum. W • Capacities: up to 60 GPM. s 20 i • Total heads: up to 31 feet. • Discharge size: 1 NPT. z s -- • Mechanical seal: carbon- a 15 t6• i rotary/ceramic- stationary, _j 4 j BUNA -N elastomers. • Temperature: 3 1 0 Zt3. o 104 °F (40 °C) continuous 140 °F (60 °C) intermittent. 2 s r� 1 0 00 10 20 30 40 50 GPM L L 0 2 4 6 8 10 12 m-/h CAPACrTY ®1995 Goulds Pumps, Inc. Effective May, 1995 83871 Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Pag 1 of 3 Laborand Human Relations g — '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- (BM), direcfibn and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road ",\ 030 - APPLICANT INFORMATION PLEAS AL44NF RNfA,TfDNA REVIEWED BY DATE PROPERTY OWNER: i �- ROPERTY LOCATION Richard LaCasse `� t, r ^^ GOVT. LOT SE 1/4 NW 1/4,S T N,R �E or W PROPERTY OWNERS MAILING ADDRESS OT # BLOCK # SUBD. NAME OR CSM # 1220 Oakwood Ln. r 5 .2 Dreclisler Hats. CITY, STATE ZIP CO PH IIC' ❑CITY [ ®TOWN NEAREST ROAD Hudson, WI. 54016 (,7.. 549 -5693 St. JOs eph 14th. St. Pc] New Construction Use [x] Residential / Wtn 3 [ ] Addition to existing building ] Replacement [ ] Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate .4 bed, gpd /ft trench, gpd /ft Absorption area required 375 bed, ft 375 trench, ft Maximum design loading rate .4 bed, gpd /ft trench, gpd /ft Recommended infiltration surface elevation(s) 97.40 ft (as referred to site plan benchmark) Additional design / site considerations system el. based on contour line of el. 96.40' Parent material stream terrace Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK U =Unsuitable fors stem ❑ S 13 ®S ❑ U ❑ S KI U ❑ S KI U ❑ S 12U ❑ S [2U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon Texture Consistence Boundary Roots ................. In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench .................. ................. .................. ................. .................. 1 1 0 -12 10 r 4/3 none sl lcsbk mfr 2 12 -23 10yr 4/4 none sl lcsbk mfr 9w if .4 .5 Ground 3 23 -34 7.5 r 4/4 none lfs o elev. 9 7.1 ft. 4 134-60 10 r 5/3 c2 7.5 r 5/8 sil M na na na n .2 Depth to limiting factor 34" Remarks: Boring # 1 0 -16 10 r 4/3 none sl lcsbk mfr if `.' 2 2 16 -27 10 r 4 4 none sl lcsbk mfr Ground 3 7 -43 7.5yr 4/4 c2 7.5 r 5/6 sil lcsbk mfr a n ,__ 4_ elev. 4 3 -60 10 r c2 7.5 r 5/8 Sandstone Resi uum nn nn 9 7.0 ft. Depth to limiting factor 27" Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. Aye.,eNew Richmond I 54017 Signature: Date: CST Number: m02298 10 -10 -97 STEEL'S SOIL SERVICE Gary L. Steel Richard LaCasse 1354 200th Ave. CSTM2298 SE4NW4 S26- T30N -R20W New Richmond, W154017 MPRSW 3254 town of St Joseph (715) 246 -6200 T lot #5- Drechsler Hgts. N 1 " =40' BM.= nail in Elm tree @ el. 100' Alt. BM.= nail in Elm tree C el. 100.45' system location may or may not be as shown as permanent lot line have not been established. i \ R 1- S . h 3 3� I i ® " �. Gary L. Steel 10 -10 -97 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer �R, c. h A bJ L A 44 Mailing Address z Ld o'I fttW644 j j u 45ary ,,�, I ,' vv z4 Property Address /361 z� (Verification required from Planning Department for new construction) City /State J j j s Parcel Identification Number 034 --W - Av — LEGAL DESCRIPTION Property Location 5 6 1 /4, IV W '/4, Sec. -Sk , T� '30 N -R a0 W, Town of Subdivision 5 c, l►_ � i ��� 5 , Lot # Certified Survey Map # , Volume , Page # Warranty Deed # S�� �� �� , Volume /Z, 7 - , Page # Spec house Dyes ❑ no Lot lines identifiable i2 yes ❑ no SYSTEM MAINTENANCE 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 a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 d s of the thre year xpiration date. Z- /, - 7 / 7'J SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNA 1W OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed 1 J o 0 R G� 0 i 1 �fO a $ n A U `Q U MAP OF SURVEY Lots Three (3), Four (4), Five (5), Six (6), Seven (7), Eight (8), Nine (9) and Ten (10), all in Block Two (2), of the Plat of Drechsler Heights, located In the East Half of the Southeast Uuorier of the Northwest 4uarter of Section 26, Township 30 Norih, Range 20 West, Town of St. Joseph, St. Croix County, Wisconsin. ^ LOT 1 Prepared for and at the request of: 1 13111 Pyazka � / 1 1-4 N— — — — — _ — — _ _ _ Edina Realty S it LOT 2 ' f (612) 430 -7559 C? I 1 ;� i M - 89'57'49" E 239.57' OWNER: • z i R - EAST 239 74 ® Leon M. and Betty J. Riemenachnelder 1356 15th Street 162 / cc MAN. / Houlton, WI 54082 U u a z fl 0 0 3 q� Jp��t 1 (PER DEED VOL. 716 PAGE 13 o U.- tS 1 i 20, !06 SQ. FT V3? 4, © / Drafted by. Kristi A. Eylandt H 1 4 o R- 204.95' O LFGENn N TH < 'j N~ O 1 M =S89'S2'27"W 204.88' E ° UF 8 ! / $ County Section Corner Monument z W o b 4 / of Record W }� o 17,028 $0, Fr. / Set 1" x 24" Iron Pipe weighing a 8 n 1 1 a minimum of 1.13 pounds per g cJ Z6 1 / / linear foot. N w�l I R= 177.40 0 / z - I _ — � O Found 1/2 Iron Pipe i i I M= S89'51'54 "W 177.23' /? ' 9 Found 1" Iron Pipe 1 1 0 0 R= Recorded As 5 fio m I GI Ma Measured As I ° O N N / a _l 1 I � h 15, *el so. Fr. i I .r a 1 1 : O LOT 5 333333 W c Il I R- 170.08' N � C Z 0 \ - - - -- 4 _Z ,Ln N to M- S89'50'4"W 169.93' °' cc�� �y I 10 i I a." 9 1 Z_ N_ bbbitb:t °4i rnrn 6 cVl o W� O O N O N In N Cn 0 (n V) o q r) �� 15.285 So. FT. n I i Lore o m a o eD w33333 O W WI R =169.95' I I IjLY25 >,L _ IA 5) E 4� oNoo�� M- S89'52'45 "W 169.73' 1 - - - -- a Q. I I O � � v 0004Ln S N I �. is I I 00a. v It C N O YI 0 l I I �I ZZC9Z C N �bNNN.�- �V h ^$ o D- 1. 06 1 I WI I LOT 7 o � v►cncnviviv� \ a z I �a 15,168 SQ. Fr. W0 Q a) >� I n o orn - - -- ~N�9W `o c � °' 1�' R= 169.83'Uj �� INS s �Jm I O o F<., !nM`tM�N n/ �I - - -- . z E d 0 co N N r I M SB9'54'53 "W 169.54' 'abINb4& O I I I rn• 1 tO w 33 I W (5(/) v!^ - .- 0NO m I 1 �a, 8 OI rno a W) I U I =XinZ_ a m 3 3 4' 1 1 � m 15,250 So. Fr. I ° o+ N >I I N b LOT 8 V - O V Z� o C w 3 33 1 I I Oj rnro UI U Q�O y c 00 in In W 1 I 1 I I r 1 C - a ad vi'io 2 1 1 R= 169.70' JI � b b J1 Z N p O rn u Z0 K) N.-in I I ( y 00_ - - � _ M S89'57'02 "W 169.35 1 I �► z col moo I I �' tDi bo w �NIN X E 4 z 0V) En U) (n In : a)— 9 00 l 1 �� I, """••# 1 o a . I t C, 18,925 SO. Fr. I Qi I j LOT 9 d,O�0 0� o a: o rn 1 .. to OMin Nin ao 1" O. I I .� �, N y =Or�4N I R- 169.56' I rJ N n al ^ m M- N89'59'26 "E 169.13' 1 roaN + o° NP • to w h I I In i. F, W : c c 1 in . n I z I p I >,. t Oy 1' rno 10 1 I ! 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