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Home My WebLink About014-1067-50-000/* V(/isconsiribepartmentofCommerce PRIVATE SEWAGE SYSTEM Safety and Buildings Division ~` INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provice may be used for secondary purposes [Privacy Law~.15.04 (1)(m)]. VV~ier,l~~l~me: ^ City ^ `~~~ hfship CST BM Elev.: Insp. BM Elev.: BM Description: TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic l n0U ~w Dosl ng < ~ Se ~SO H 'ng TANK SETBACK INFORMATION TANK TO P/ L WELL BLDG. vent to Airlntake ROAD Septic 7 3S~ (~ ~ 3 j r NA Dosing >~ ~ ~ / j~ ~ ~ r NA A --- -- NA H g PUMP / 51PFION INFORMATION ~ ~. Manufacturer /~„ ~, !r , Demand Model Number d 3 3 GPM TDH Lift ~ Lriction3 U Syste ~5 TDH J ~~ g Ft Forcemain Length (~' Dia. Z " Dist. To Well SOIL ABSORPTION SYSTEM ELEVATION DATA n n ID NO.: Parcel ~°F067-50-000 STATION BS HI FS ELEV. Benchmark ~ Z _ ~ b 3. ~a Bldg. Sewer 9~ Q0. 3 / Ht Inlet ~(~, Z ~/ Ht outlet ~ ~~+, 3~ Dt Inlet /o. 9 ~ P~~ D Dt Bottom l~T-" ~~ Header /Man. G . /~ ~ a 3_ ~ Dist. Pipe '~a D 3~ O Bot. System ~- 9~ G 3- S~ F~r~~r~ ~G~" `~ Qy~f ~ 3 la a . O ~ / S Co..,yae~v BED /TRENCH Width Length ; No. Of Tre ches PIT No. Of Pits Inside Dia. Liquid D pth DIMEN I N I 0 ~ e DIMEN 1 SYSTEM TO P / L BLDG WELL LAKE 1 STREAM L CHIN anufacturer: SETBACK' INFORMATION Type O A `-- CHAMBER Mo el Number: System: "l ~/Z S ~/zs OR UNIT DISTRIBUTION SYSTEM ~~, ~ w~1 Header /Manifold Distribution Pipe(s) , x Hole Size x Hole Spacing Vent To Air Intake Length ~ Dia- ~. /~ Length~~ Dia. ~ Spacing ' ~ /~ ,~ 6 ~/ 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 Bed /Trench Edges Topsoil InS ect10 #t~ Yes / ^ ~No In ~ti~Tn #~:NO / I X117 a~ ~ /b d~ Q~ _LO.MMENTS: (Include code discre ancies, person~s~present etc. Location: 2690 County RoadpS, Emerald, WI 540 2 (~E 1/4 SE 1/4 31 T 1 R 5W) - 31 11 4966 -Lot 4 1.) Alt BM Description = '~I,~p e~ we/~ -~ B h~'~ (~oc~ler ~(~~ (,v~ , d'C~ ~.rc eCl_ ~} Q~~-S ~' (P ! SP 2.) Bldg sewer length = ~Y ~ n ~y ~~ ~J~ 0.~s6 G~~~~i~r 6~~ -amount of cover = >~~' 3.) contour = S, YS, S. Io,CS. Z~= /~~. 6~ 11 IQlN1 ~"2 /, '~ .SYs~w,• is G~i1~~~ ~o~f~5. N~)~~r ~ M.a~.1 Sr~-~t a~ acv t ~.)~-S~ ~ ~~ 1`w c~~- ~a~s Cy Cass U(q ~~~.d~. ~)Syst(cw- WRY ~ C ~~~~ ~ws>Ca.~~~A a,~ Y~_~ Plan r`~vlslon regwre`d. ^ Yes I~ No Use other side for additional information. ( L SBD-6710 (R.3/97) Date p~ / t Inspector's Si ture /` /Cert. No. a -,~ rtJ `~l ~i,ic ~ r~, r~ s~r..~ 'tb f~ s(Q~OeS~ ~~ . ~ a.7 ~-~ ~ z ~ / D n~ ~(~' ~j ~aic~y oc uuiwiuy ~ -vwwn 201 W Washin on Ave 7 ~ Sanitary Permit pplication . . PO B 7302 ` S``D~S~n In accord with Comm 83.21, Wis. Adm. Code °~~`'~ ox Madison; WI 53707-7302 Department of commerce Personal information you provide maybe used for secondary purposes (Submit completed form to county if not [Privacy Law, s. 15.04(1)(m)] state owned. Attach com fete fans to the count co onl for the s stem, on a er not less than 8-1/2 x 11 inches in size. County ~~ State Sanitary Permit Number ^ Check if revision to previous application !~ State Plan I. D. Number I. A lication Information -Please Print all Information Location: Propert y Owner Name Property Location TT V~ir - 1/4 1/4,58 T~~,N, W Propert y Owner's ailing Address Lot Number Block Number ll O~ ~ j,.~ • i City, State Zip Code Phone Number Subdivision Name or CSM Number t5 m~ ss~ ~Z ~ e as9c~ ~~~ ~`~ ~ , ( _ II Type of Building: (check one) 1 or 2 Family Dwelling - No. of Bedrooms: '~ a5 ~e T P~~r S 5 t,~ 6v,.~ , ~-e ~ e'er 8~++~Ha9e ^ Public/Commercial (describe use): 'Town of ~ ^ State-owned ~GS III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road q) 1. New System 2. ^ Replacement 3. ^ Replacement of 4. ^ Addition to Parcel Tax Numbe s) S stem Tank Onl Existin S stem ~~4 " ~~V~~ $~~ e~ ~~ $) Permit Number 3 ~ 3 lj Date Issued ^ A Sanita Permit was reviousl issued ~ , t-~'Q~ IV. Type of POWT System: (Check all that apply) ^ Non-pressurized In-ground Mound ~~/"~/su'~ ^ Sand Filter ^ Constructed Wetland ^ Pressurized In-ground Holding Tank ^ Single Pass ^ Drip Line ^ At-grade ^ Aerobic Treatment Unit ^ Recirculating ^ Other: V Dis ersal/Treatment Area Information: ~ /. ~ $ f1'I I. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade / Required Proposed Rate (Gals./day/sq. ft.) (Min./inch) Elevation VI Tank Capacity in Total # of Manufacturer Prefab Si[e Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing Crete structed Tanks Tanks .~~ ~ 7~0 ~ 1~leis~.r' ° ° ° J y) ~ ^ ^ ^ ^ VII R sponsibility Statement I, the undersi ned, assume res onsibili for installation of the POWTS shown on the attached fans. Plumber's Name (print) er's i to ( slams : MP/A4~PR6-I•lo. Business Phone Number •7. st ~ as s- ys t 7/5- yzs-55y~f Plumber's Address (Street, City, State, Zip Code) i`t g 2 30 ~IyS'~ c><!-• "R t Fat S , w ~ S~/ o ZZ VIII County/Department Use Only , ^ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuin Agent Signature (No stamps) Approved ^ Owner Given Initial Adverse Surcharge Fee) ~ Determination ` 3Z .5- O ~ S ~o 3 IX. Condition//s of Approval /Reaso/ns for Disa/pproval: n / ` J 1~c ~~f-er Ta de ri.s-~c~~~e~//SPrurccd IOe~ w~av.v~~tc~~~uc°r5 vcco~~ne.•~o~a.~~bv.5. isconsin Department of Commerce Apri120, 2001 CUST ID No.691727 ARTHUR L WEGERER 421 N MAIN ST PO BOX 74 RIVER FALLS WI 54022 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/20/2003 Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Brenda J. Blanchard, Secretary _ _ ~ . { j ~~ ~;a.,: "'F ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: SITE ID: 628468, Jerry Walter St. Croix County, Town of Forest SE1/4, SE1/4, 531, T31N, R15W FOR: Description: Four Bedroom Mound System Object Type: POWTS System Regulated Object No.: 788264 Identification Numbers Transaction ID No. 637351 Site ID No. 628468 Please refer to both identification numbers, above, in all comes ondence with the-a enc . The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/O1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • 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. • 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(2)(d), Wis. Stats. 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, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. .. :: ,:. ,~; .. . ~o~-c~ ~Q ~gP ~. ~X41~~ -- ~~ G _. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. ARTHUR L WEGERER .~ ~ J Page 2 4/20/01 Inquiries concerning this correspondence maybe made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, ~ j ~l~L ' Gerard M. Swim POWTS Plan Reviewer -Integrated Services 608-789-7892 Mon -Fri 7:15 AM to 4:30 PM j swim@commerce. state.wi.us DATE RECEIVED 04/10/2001 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 ~~ ~ iscons~n Department of Commerce Apri120, 2001 CUST ID No.691727 ARTHUR L WEGERER 421 N MAIN ST PO BOX 74 RIVER FALLS WI 54022 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/20/2003 SITE: SITE ID: 628468, Jerry Walter St. Croix County, Town of Forest SE1/4, SE1/4, S31, T31N, R15W ~' fi'Y ~ ~~~~ r r. `. _.Y Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Brenda J. Blanchard, Secretary +~~' rf f\~ ~,~, ;' ~-.~1TTN,•,POWTS7nspector ~: ZONING OFFICE 5T CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Identification Numbers Transaction ID No. 637351 Site ID No. 628468 Please. refer to both identification numbers, above, in all comes ondence withahe a enc . FOR: Description: Four Bedroom Mound System Object Type: POWTS System Regulated Object No.: 788264 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" 5BD-10706-P (N.O1/O1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • 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. • 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(2)(d), Wis. Stats. 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, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. ARTHUR L WEGERER Page 2 4/20/01 Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, _ Gerard M. Swim POWTS Plan Reviewer -Integrated Services 608-789-7892 Mon -Fri 7:15 AM to 4:30 PM j swim@commerce.state.wi.us DATE RECEIVED 04/10/2001 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 ,' • TITLE SHEET Page ~ of -1 This plan has been Manual SBD-10691-P (N.O1/O1) LOCATED IN THE S C TOWid OF Y~2~'a FOUND SYSTEi~1 FOR A ~ BEDROOr1 RESIDENCE prepared in accordance ~,rith the Mound Component and the Pressure Distribution tlanual SBD-10706-P (N.O1/O1) 1 /4 OF THE S~ 1 /4 OF SECTION 31 , T 3~ N, R ~S 6J, 'T' _ ST• e-R-U lX COUNTY, WISCOPdSIN. INDEX PAGE 1 of 7 TITLE SMELT PAGE 2 Of 7 SYSTEFi I~IAldAGEi~1ENT PLAiv PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIE~7-CROSS SECTION PAGE 5 of 7 .DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUI.4PING CHAP~iBER CROSS SECTION PAGE 7 of 7 PUMP PERFORI4ANCE CURVE PREPARED FOR -_3~TZ=~`f ~ -ln1 PACT-tT'~ ---- C C ~ ~! C R _ ~GCG~V LLd _: _v~L1.~-ti.ti``R'~?o~S ,_ _~ tv:_:.s s_4t-Z_ u~~ q -'r,`+'1 ~~~~ & BL~cs a~a PREPARED BY WEGE~ER SC1 ~ L .TEST = NG AND . DES = Get S~RV ~ CE P.O. Box 74 421 Id.iiain St. River Falls, j•]I 54022 ~~~~ Phone 715-425-0165 ~`*~~+'~.~i~~~ Fax 715-425-6864 ~y T Qs~ ~~ e ~AT~ua ~ p_p.W. \.~w 4 ~ WEGFHEA C ditionally ~ 0.3,5 P Ol't Fi~Swor~rH. W j~y~,,~~+~+ v~.~ $ ® s ~~.M,.. o ~~ DEPARTMENT OF COp ~j~Rj,CpINGS ~ ~~~,~ c }~ I ~ ~~' ~ - ptiViS10 ~ SY ~~D~~e®st+~ y _ b .oti SEE GORE QNDENCE - JOB i?0. O1-~~ Mound System Management Plan Page Z of 1 Pursuant to Comm 83.54, Wis. Adm. Code - • Septic Tank - The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank; If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution S tem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg/L GODS, 150 mg/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure testis performed it should be compared to the initial test when the system was installed to determinerf orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD-10572-P (R. 6/99)) arid local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for watertightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continaencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump,. pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at _-11.5 - 3 86. U 6~ O ST• C~ 1K The system installer at 11,S_ L'L'Z$- SS~~ Sit1N~~ The tank manufacturer at ~O0 - 3ZS- $~[$ b wl`sg~,2 The effluent filter manufacturer at ~3Q0-ZZj_ S~y.Z Zt~~3~TC.. The--pump manufacturer at - .___ __ _ _~l9- Z$~_=_fl~~.-------_~~~~___ ------_- . PLOT PLAN Scale 1 "=50 ' fV~zL~ST LOT Llw~ 0 ~~ -.~or eur~~ ~ ~~ D LST~'U~Z13 `(~(-1 S ~1'~1Z~ 4 ~ n~/i / ~ i ~ ~ \. ~ / d • ~~ / // d / ~ / / / ~ ~/ v p~~ / 0 `~~ ~O Page 3 of ~ > IS Ae~g- LDT> ~4~ ce-~~Dv2 fit, Cb3.3' L3U`(1'~M') OF °C~i,l fit, -oV-~ ' \30' o~ Z,~ ~ C ~, wr . 1 , ~0 ~OF ~l" 4VC S v6~~smr. v_ ,u~ l '~ P_pprove^ Synthetic Coverinc\ AST~i C33 -I Medium Sand Topsoil ' Page 4.OT ~ •Oistribution Fipe IF _1 i E , o 3 - . °J° Slope -. Distribution Cell of Force Main - Z" to 2 Z" Aggregate From Pump CROSS SECTION OF A MOG$D SYSTEK - A ~ ~ Ft. - Linear Loading.~Rate=U.O GPD/LN FT ~ B LSD Ft. Design Loading-,Rate=p't$GPD/SQ FT ~ I lo~ Ft. ~ IC 10 Ft . I 1 L 1"1 ~ Ft . ` ~ W~ ZZ Ft. G Elev. 1Oy. Flowed Layer Vii. E ~.SZ Ft. F co- ~ F1:. G o. s Ft. H l~~ Ft. ~~ oBsEZ V1tT lbiv-~?LpL= ~tCCESS _~3~sc~~1ro2 S~Cl.~R~L: 80.X ~ 3 o-~-- _ _ _ _ _ -- -- _ -~ ~ -- -_ ~ ~_ O F~JC LPYT~~1. -J~ A 8 s r _ .. _.- - - •-------- ' ' ~ PLAi~ VIETr1 OF A MOi7ND SYSTE:4 Distribution Pipe Layout Pace S of ~ Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and 'voles. Extend the end of each lateral up with the use of Iong turn or ?~ ° fitting to a point ~zthin six inches of the final grade. Te.~minate the ends of the Iate.*aIs with a valve,: threaded caa or . threaded plug. Provide accss from final Bade for the valve; threaded eaa or threaded plus. " T`-t P.1 Ct~ L ~,RsJS S 5~~1p t~j FVC Laterl~ pVC~T",~ PVC ~-- Laterl 'S' l= Pt'i~j V ~EfrJ O- - f A~'ss x3ox -~ R Z3.S Ft. Hole Diameter ~~_Inch ~~~ Lateral ~ Inches) X ~ nchPS _ - ~ _ Force Main u ~ Inches # of holes/pipe 2S ,> Invert Elevation of.Laterals~Os.Z Ft. zsx d,6b _ Ib.s x z~ 3 3.n ~~~ ' '•. ~ ~ PUMP CHAMBER CKO55 SECTIOIJ ARID SPECIFICATIONS ~ PAGE (~ OF `7 YE1.IT CAP ti GL VENT PIPC • WEATHER PROOF ? lO' FROM DOOR, JUWCTIOIJ 80X wluDOW oR FRrsH 12'MIL1. ( AIR ilUTl~KE I GRACE I ~Z ~~3 • s f I corJDUIT ~-- APPROVED LOCKING MANHOLE I COVER WITH WARNING LABEL 'i' MIAI. ~ le'Mlu. IAILET ,PROVIDE ~ j __ _- AIRTIGHT SEAL I I I I V I I APPROYI:D JOtIJ7 A I I ~ ~ APPROVED JOIIJTS I I I I II ALARM • e "I II I 1 .••~ I j I I oW - CLEK 3'~1 FT _J - PUMP -~ - pFF 0 . ~LtV - Q1.Z„ S COtuCRETE OIOCK - ~ RISER EXIT PERMITTED OIJLy IF TAWK MAIJUFAGTURTi.R HAS SUCH APPROVAL~3,•APPRoYED 8800 t Pty • - SPEC.IFICATIOAJS - DOS E TANK MAaIUFACTURER:w~~~~ ~°EN~Ie[2~`j'i~` DUMBER OF QOSES' S ~ O PER OAy TAAIK SI2><: 1 SO GALLOIJS DOSC VOLUME z ALARl+1 __ _ . UFAtTLFtFrR: ~'S• ~-~~1Z0 SYST~~IS INCLUDtIJG 6ACKFUOW: ~~~ ~ O GALLONS MOO!`L 1.IUMBCR: ~ ~ ~ ti~>~J _ _ `CAPAC171E5: A __-• Z'O IAICHES OR y' 0 S'~GALLOy3 ` SWITCH T~PC: ~ ~~C.c~.Y - 8 = ~ tuCHSS o>< ~lo• b ~~t_t.o~ts PUMP MAIJUFACTURCR: ~~'~ E2S C= ~ IitlLHES OR 1~1Z' ~ GALLOWS MODEL WUMBER: -_ }~~ 4O D=__~__I~HES~OR ~~~' Z"GALLOAIS SWITCH TYPE: - ~~'~Z- MOTE: pUMP ARID ALARM ARt TO bEOR~ MIWIMUM DISCH/4RGE RATE 3_..3_u Op/y INSTALLED OIJ SEPAAATC CIRCUITS 1Z.o~ VERTICAL OIFFEREWCE OETWCCIJ PUMP OFF AUO_OISTRIBUTICU PIPE., FEET + MII~IIKUM IJETWORK SUPp~y PRESSURE ...... ~ . , 3 '~s FEET C ~• Sxl- 3> f ~3C~ FEET OF FORCE MA-A! X Z-3Z F~otxFRtcTtoru FArroa. 3---:-?FEET TOTAL Oy1JAMIC HEAD = ~$' ~~FEET ~ • • As per:>zanufacturer ZO. Z8 gal/in. Liquid depth 37{I , •. • ' ~ , i ~.. ~f=~ 1~RG~ ~ or- ~ ME40 Series ~4i10 HP Effluent and Drain Water Pumps Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200' 250 300 350 40 12 35 l0 30 ~ ~ W W ta.. F- Z 25 8 E Z QQ N = 20 t $3 6 J _ IQ- 15 - J H Q 33.0 4 ~ 0 !- 5 2 O 0 O 10 20 30 40 50 60 70 80 90 100 CAPACITY GALLONS PER MINUTE 1101 Myers Parkway, Ashland, Ohio44805-1923 _ 419/289-1144 FAX 419/289-8658 Telex 98-7443 K3;3zs 7/91 Printed in U.S.A. j' ~ ~ ~ ORIGINAL SOIL EVALUATION REPORT Wisconsin Department of Commerce Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code oun Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must include, but not limited to: vertical and horizontal refere~cepoinf (i3M), directiRn and Pare percent slope, scale or dimemsions, north arrow, ark fQcabon and distance to nea(est road. Please print all inii-~tion. ~ .f Personal information you provide may be used fa ~l5ry pu ' ~~~ s.15.04 (1) (m~. ti ropey caner r rope ca ion 1250 Page t of 3 Certified Soil Testing St. Croix 014-1067-50-200 Date Walter, Jerry ~ ~-- ~ /. n vt Lot SE 1/4 SE 1/4 S 31 31 N R -5 W roperty cane s ai mg ress ,f .,_ ST Ct~X of # Block # Subd. Name or CSM 4026 Russell Ave., N. ~NTY City State Zip o ,~frpne Cit Village Town Nearest Road Minneapolis ~ MN 55412 ~-$~2-622-9446 Forest CTHW S ,~ ~] New Construction Use: ~ Residential /Number `ofitl€dFooms 4 Code derived design flow rate_ _GPD Replacement ~ Public or commercial -Describe: Parent material loess over till Flood plain elevation, if applicable NA General comments and recommendations: Long and narrow system necessary -heavy soils -recommend 4' x 150' rock unit w/ 2 laterals; upslope edge of rock follows 103.4 contour w/ 1.4' sand fill ^ Boring # Boring Pit Ground Surface elev. 103.4 ft. Depth to limiting factor 25 ~ in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIft~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-3 ~ 7.5YR 3/2 - sl 2 m gr mvfr cs 2f1 m .5 / .9 ~ 2 3-7 7.5YR 3/2 - sl 2 f sbk mvfr cs 1f .5 .9 3 7-16 • 7.5YR 4/4 - sl 2 m sbk mvfr cs 1f .5 .9 4 16-25• 7.5YR 4/4 - sl 1 m sbk mvfr cs 1f .4 .6 / 5 25-50 • 7.5YR 4/4 f2p 7.5YR 5/8,5/3 sl 0 m mvfr - - .3 .5 ./ re a eve y ay nc s w c con en increasing w increasing e ^ Boring # Boring Pit Ground Surface elev. 103.4 ft. Depth to limiting factor 24 in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P DIft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-3 ~ 7.5YR 3/2 - sl 2 m gr mvfr cs 2f1m .5 / .9 / 2 3-10 - 7.5YR 3/2 - sl 2 f sbk mvfr cs 1f .5 / .9 ~ 3 10-24 • 7.5YR 4/4 - sl 2 m sbk mvfr cs 1 f .5 .9 / 4 24-58~ 7.5YR 4/4 f2p 7.5YR 5/8,5/3 sl 0 m mvfr - - .3 .4 / re a eve y c ay nc s w c con en increasing w increasing ep - trrwent ~i = t3~u5> su < 2217 mg/L and T55 >30 < 150 mg/L 'Effluent #2 =GODS < 30 mg/L and TSS < 30 mg/L ame ease not igna u ~ um er Henry F. Grote ~ ~ ~ Lr..~_, 222774 Address Certified Soil Testing Date Evaluation onducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 7 1 3/27/2001 715-233-0398 1 ._ • ~ Property Owner Walter, Jerry Parcel ID # 014-1067-50-200 Page 2 of 3 g Boring 3 Borin # ,Pit Ground Surface elev. 103.4 ff. Depth to limiting factor 24 ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Oescriptlon Texture Structure Consistence Boundary Roots in. Munsell 17u. Sz. Cont Cobr Gr. Sz. Sh. 1 0-5 ~ 7.5YR 3/2 - sl 2 m gr mvfr cs 1f/m .5 ,, .9 .i 2 5-8 • 7.5YR 3/2 - sl 2 f sbk mvfr cs 1f .5 .9 / 3 8-24 • 7.5YR 4/4 - sl 2 m sbk mvfr cs 1f .5 ~ .9 ~ 4 24-30 • 7.5YR 4/4 f2f 10YR 6/2 sl 1 m sbk mvfr cs 1f .4 .6 ,i 5 3 R`~.:50 • 7.5YR 4/4 f2p 7.5YR 5/8,5/3 sl 0 m mvfr - - .3 .5 / re a ive y c ay nc s w c con en increasing w increasing ept ^ Boring # ~ Boring Pit Ground Surface elev. 102.9 ft• Depth to limiting factor 20 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 1 0-5 . 7.5YR 3/2 _ sl 2 m gr mvfr cs 1f/m .5 / .9 •/ 2 5-8 . 7.5YR 3/2 _ sl 2 f sbk mvfr cs 1f .5 / .9 ./ 3 8-20 • 7.5YR 4/4 - sl 2 m sbk mvfr cs 1f .5 ~ .9 4 20-24 . 7.5YR 4/4 fad 10YR 6/2 sl 1 m sbk mvfr cw 1 f .4 .6 5 24-54 7.5YR 4/4 f2p 7.5YR 5/8,5/3 sl 0 m mvfr - - .3 ~ ,5 ,/ re ative y c ay nc s w c content increasing w increasing ept ^ Boring # ~ Boring Pit Ground Surface elev. ff. Depth to limiting factor in• Soil Applicetion Rate Horizon Depth Dominant Cobr Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Effluent #1 = BODs> 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) ~~~ Sad Ting •, y. . 66~ ~ `~~ e~z.~~ ~ ~`r~n ~ ~~~ b ~,~ •af V Cy~~~~~ '~°'~ .,. S• yam:. ~o l • Y 3 ~~ ~\ ~ 3 4~ ~! ~1.i 7 .wa a, f~ s ~2'n n \~ ~ ~t <01•$~ `~ , e.~ ~ wst ~ ~ ~-t.?Vq LLL'k~1 o.~ .-rySJk/\ ~~e..~ S J t~ ~~~3.~~ 4• b.~ s; ~~~~ 5 ~v.4".~ g'E~Sk-il•~1-\~ w ~ ' o .,, ,., : ~ ~ K~ ~~~..Q... ~o1Q~~~.~~ \~Z, z,.9,. t3 +1 e.~ a,, o-. z.o Jam. » ..;1 ~~ ~e~ s~ ~t ai.~) _ _ _ 09/22/00 FRI 14:48 FAX 71S X86 4686 ST CRX CO ZONING S7' CROIX COUNTY SEPTIC TANK MAIN'i'BNANCE AGR.BSMMSNT AND OWNLRSHII' CERTiFICA'TXON FORM OwnerBtryer Mailing Address 2 r',~-, ~,,..,~ ~, ~02~ le~s~ 1/ ~- ~tl~r-tom ®ool '~.' ssy~ z- /LC ~v ~~~ Property Address O ~ T ~ `~ --~- ' . (VetiBcatioa requited front Plartniag arttneat for new u GttylState ~e~~ ~ Y ~.l , d 1.J'~- Parcel Identification Ntar-ber ~ ~ Y -106 7 - ,~. ~Z~ Property Location SE %., 5 ~ '/,, Soc. 3 (, T~,.~N-R,,,~.,~,W, Town of ~b y~S-~ . Subdivision .Lot # ~. Certified Survey Mttp # ~-P ~q leq .Volume ,page # Witr,~enty Deed # ~ .Volume .Page # - ., ~ - _- Spec house D yes ~ no Lot lines identiSablc ~ yes Q no Improper ase and mainteaaooeaf year septic system co+tld resell i>i its prematuro failure to bruadte wastes. Proper maiateaance ooh of puna~ art the septic tank every three years ar sovosr. if aoodod by a lioemod Pumper. What you put into the system c~aa affect ttye funatiaa of the septic talc as a treatmestt stage is the waste disposal ~ The property owttier agr~ to submit to St. Qroix Zonio$ Depa:coaent a cetti5catiou fonq signed by the owtux and by a tttukrplttmber, jotzmeynaaaphttttbot, resttictedpluaaberora lice~edpttmpavecilyl~ tlut(1) the otrdte ~~dispossl sYs~ is >n proper opemtiag oonditiora atdlor (2) after inspection attd ptdapia$ (if oeoesary), the seplio teak l; kss than 113 full of sledge. I/we, the wdasigned Gave read d;e above requircroepts and agree to aoaiut;ia the private :enrage dual system wriW t8e standards set forth. herein, as set by the Departateat of Comtnetos cad the Departmastt of Natural Rmarmxs, State Of Wing Cesti6~n +~~8 ~ Y~ > syseeaa bu been maintained mast bts caatpktrd and r+ett>~ to the SL Qrobc Couooty Zoning OfTice within 30 days of the three year expineeion data. _~~~ ~ ATt OF APPLICANT ____ DA'I~: OWNER CERZ'IFXCAT~ON I (wT) certify that alt cpttcmcats on this [otm are flue to the host of t:'ry (ottr) imowkdee. I (we) am (are) the ow~ds) of tLc property described above, by virtue of a vMartaaty decd recardcd is Register of Deeds O~• ~~ ~~~ NATO OF APPLICANT DATE •~~•~• Any iafamation that is mis-ropt~aented enay ttsttit In Wa caaitary petmlt ba,a$ t~evoked by the Zoa~ DePuttntx~c. "•ras " Indnde ~rfth this applicatiaa: a stamped wartaaty deed fban the Register of Deeds oBlce a copy of the txttltiod sntvey map if refereaoe is made is the warranty decd ~v - V91 1547PAI;E 457 630995 Y.ATHLEEN H, IdALSH kEGIS7ER OF DEEDS ST. CkDIX CD., IJI WARRANTY DEED RECEIVED FOR RECORD Document Number 10-03-2000 8:30 RM This Deed, made between Elien M. Alexander, a single person, WHRRWiTY DEED Grantor, and Gerald C. Walter and Laura 5. Walter, husband and wife, EXEMDT 11 Y FEE: as survivorship marital property, Grantee. COpY FW That the said Grantor, for a valuable consideration Witnesseth TRRNSFER FEE: 17.00 , Grantor conveys to Grantee the following described real estate in 5t. Croix ftECORDIHO FEE: 10.00 pAOES: 1 County, State of Wisconsin: A parcel of land located in the Southeast Quarter of the Southeast Quarter Recordin Area (SE'1. of SE'/.) and the Northeast Quarter of the Southeast Quarter (NE Name and Return Address '/. of SE'/.) of Section Thirty-one, Township Thirty-one (31) North, Range Fifteen (15) West, Town of Forest, St. Croix County, Wisconsin, recorded S&C Bdnk as Lot Four (4) in Certified Survey Map Volume 14, Page 3890 on p, p, Box 128 July 7, 2000 as Document number 625969. New Richmond , WI 54017 OtM10ti7S0-200 (Parcel Identification Number) This is not homestead property. Together with all and singular hereditaments and appurtenances thereunto belonging; And Grantor warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except easements, restrictions and rights of way of record and will warcant and defend the same. Dated this ~Z~tiay of September, 2000. 'Ellen M. Alexander AUTHENTICATION Signature(sy authenticated this _ day of , 2000. signature type or print name TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.08, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED HY ROBERT J. RICHARDSON Attorney at Law Spltng Valley, WI 54767 (Signatures may be authenticated or acknowledged. necessary.) ACKNOWLEDGMENT STATE OF WISCONSIN Sf G1,lJ~.i COUNTY v~ Personally came before me this ~7 rlay of September, 2000 the above named Ellen M. Alexander to me known to be the person(s) who executed the foregoing instrument and acknowledge the same. signature ~~ ~ J ~ ~ U N<~ / type or print name ublic St_~ County, ~~~ ~', ssion is perms nt. 1 not, state expiration date: ~~' ee ~) NpT~ A ~ •. ~..; . prin~ed ~''~ pUBl.1": 9~~OF .~1$C~ signing in any capacity should pe typed or signatures. Infortnafion Profesaionale ComP+"Y Fond du lac, Wicansin eep.e5S2021 F1L ED ~~ JUL 0 7 2000 - IunltE~ N. watsfl 9 ~Olsler oI Deeds / St. Groix Co,, i17 r ^ .~ N ~ w -' O -~ A Z cn Z n m --~ ~ O tO. Z ~Z w . m ~ TA _ 3 0~ ~ ~~ ~ ~o m mz o ~w w v J o I -E -, ~ m I IC I~ 6~:~:~Ei9 r CERTIFIED SUR VEY MAP Located in the SE'/. o~'the SE'/+ of Section 31, T31N, RISW, Town of - Forest, St. Croix County, Wisconsin. ' OWNED BY: i E/,1,EN ALE,rANDER i 24G8 C.T.H."S" C_ ERTIFIED.SURVEY_MAP Emcrald. WL 54012 , ~. I VOLUME 14,_ PAGE 381_7_ LOT2 I 3' ~ LOT 3 N 00° 23' 28" E 700.00 ~ ~,, ~ _ _ ~-3a.od I I ' I 1 :, I •Oo ss7.od ,, ~~'1 a, ~ ~, ~r .•..,~ -i x I ~ V 'C O p ~ I I I r I C Z I • '~ p rte' p m I~ I ~ I •N c~~~ o ~ ~ z ~~ v i~ ~ o I Z W I~ •D ~ ~ • r- ~m c = I~ I~ n ~m~m ~~ ~~_~ ~ i ~ o I~ Z I~ .m ~ =. ~ ~ ~ A ~ m I~ ~ • ~,~ bQ ~~ ~~ i S (` I J O 5 o = l Iw D {~-~~ ~ ~ w _~ m m a I n m ~" ~ A Ig I u i ~ c /7Df I ~~ l '~~ o ~ I_- t ~ ~ I ~ ~ ~ m I ~ ~ .~ 33 ~ ~ Z R' I I ~ J o I 3'I a • N ~~ ~ o~ m I Z ~ ~ I 0/l3 3Hl ~O 3NIl 1SV3 ~ ~ Z I r~`70I`~Sr7ff =m-"t ~ - M ••8Z ,£Z .OO S IQ IZ IO ~~ I~ 1~ I~ o I~ IZ .m .o 1~ ~ n N 11 fV O O 13F.ARINGS REFERENCED TO TfIE SOU11 i L[NE OF TI iL SE '/. OF SECTION 31, PREVIOUSLY RECORDED AS AND ASSUMED TO 13F: N8q'43'ST'W. -~- LEGEND SEC'I1UN CORNER MONUMETfI' (AS NOTED ) • 1 "IRON P>PE FOUND .~. I" X 24" IRON PIPE WEIGHING 1.13 LBS. / LW. FT. SET. SCALE IN FEET 1 "= 200' 0~ 50 100 200' 400 NOTE: THE NORTI~ 33' OF THE SOUI1166' OF 11115 I'ARCI;I. IS SUBJECT TO A TELEPHONE COMPANY EASEMENT AS DESCRIBED Q1 VOL. 449, PAGE 635 Q~f TIC ST. CROIX COUNTY REGISTER OF DEEDS. '~ z o~ m ~ ,, m D p ~ Z ~z ~ n Z T ~ ~ O om ~ ~ Zz m O N n %0 ... C 0 ~ y m rn z -c ~ - w ~ z 9Z'9£ l'Z 3 ..01 .OZ .00 N ~ j i • ~ CERTIFIED SUR VEY MAP Located in the SE'/. of the SE'/. of Section 31, T31N, R15W, Town of Forest, St. Croix County, Wisconsin. llE.S'CRIP7'IUN: A parcel of land located in the SE'/. of the SE'/. of Section 31, T31N, R15W, Town of Forest, St. Croix County, Wisconsin, further described as follows: Beginning at the SE Corner of said Section 31; thence N89°43'57"W 1324.86' along the South line of the SE'/. of said Section 31 (bearings referenced to the South line of the SE '/. of Section 31, previously recorded as and assumed to be N89°43'S7"W ); thence N00° 23'28"E 700.00'; thence S89°36'32"E 200.00'; thence SOOP23'28"W 165.53'; thence S89°43'S7"E 1124.35' to the East line of the SE'/. of said Section 31; thence S00° 20' 10"W 534.04' along said East line to the point of beginning, containing 740,538 square feet (17.000 acres) more or less and being subject to any easements, restrictions and covenants of record. SURVEYOR'S CERTIFICATE I, Joseph W. Granberg, Registered Wisconsin Land Surveyor, hereby certify that by the direction of the owner, Ellen Alexander, l have surveyed and divided the lands shown hereon in accordance with official records, Chapter 236.34 of the Wisconsin Statutes, the Town of Forest Subdivision Ordinance and the St. Croix County Subdivision Ordinance and that this map and description are a true and correct representation thereof. GENERAL NOTICE STA TEMEN7' Each parcel shown on this map is subject to State, County and Towship laws, rules and regulations (i.e. wetlands, minimum lots size, access to parcel., etc. ). Before purchasing or developing any parcel contact the St. Croix County Zoning OPFice and the appropriate Town Board for advice. THIS INSTRUMENT DRAFTED BY: JOSEPH W. GRANBERG DATED THIS 25~" DAY OF APRIL, 2000. \c~G O IVS/ GRANBERG.SURVEYING Z •'•~•~• ~~~~'''•y 1239 C.T.H. "E" * r. GR~~ IJP.~Ru •••~ ~ New Richmond, Wl. 54017 `~•1"~ ' Phone (715) 246-7529 1 tJf1 t1-f~I;AJ'I~ t ~'; ~ Job No. 00-024 <',~'•. •.; ~ ,~~ / .• -~ •~' \ \ , APPROVED Wi D;, ~ r ~- SOIL AND SITE EVALUATION in accord with Comm 83.05, Wis. Adm. Code Page 1 of 3 A.C.E. Soil & Site Evaluations Atl -'~ ~ ~ pan 8'/: x 11 inches in size. Plan must Coun ty inc ^;f rtal reference point (BM), direction and St. Croix pei 'ow, and 1 distance to nearest road. parcel LD.# ~ ~ A F ~ 014-1067-50 ID#31.31.15.496 r ~ P e arypur~ses (P~ Lames. 15.04 (1) (m)). Reviewed By Date Property owner ~/ roperty Location Ellen Alexander vt Lot SE 1/4 SE i T 31 N,R 15 W Property Owner's Mailing Address a R t ~ 11 ~ f~ r l_pt # Block # Subd. Na a or CSM# 2468 Coun Rd. S ~ - ~ ca~~>~ City 1 it~ State Z,ip` ode Phol~klRli GE ~`' ~ " City ^ Village ^Town Nearest Road , hwa "D" Hi Coun Emerald WI ~it~~~ 18 y g ty Forest ~ ~ Re ' ' I rooms 4 ^Addition to existing building ^ New Construction U ~ se ^ Replacement : ' describe ^ Public or Code Derived daily flow 600 gpd Recommended design loading rate 0 bed, gpdfftz .4 trench, gpdfft2 Basal area required bed, ftz 1500 trench, ftz Maximum design loading rate 0 bed, gpolftz .4 trench, gpolft~ Recommended infiltration surface elevation(s) 99.6' at 12" above 98.60' contour. ft (as referred to site plan benchmark) Additional design I site considerations Parent material Glaciat Till Flood lain elevation, if a livable na ft S=Suitable for system Conventional Mound !n-Ground Pressure AT-Grade System in Fill Holding Tank U=Unsuitable for system ^ s ®u ®S ^ u ^ s ®U ^ s ®u ^ s ®U ^ s ® u Boring# 1 Ground elev 0o z~ e Depth to limiting factor ~n+ 2 Ground elev 98.70 ft Depth to limiting factor ~a• Depth Dominant Color Mottles Structure i t C nd B Roots GPDlftz Horizon fn. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. en ons s ou ary ~ ', Trench 1 0-9 10yr3/3 None sil 2fsbk mvfr as 2f - 0.5 2 9-14 10yr4/4 None sicl 2msbk mfr cw 2f - 0.4 3 14-24 7.Syr4/4 None sl till 2msbk mfi cw if - ~ 0.5 4 24-39 7.Syr4/4 f2f 7.Syr4/6 sl till lcsbk mfi - - - 0.4 Remarks: 1 0-10 10yr3/3 None sil 2fsbk mvfr as 2f - 0.5 2 10-19 10yr4/4 None sicl 2msbk mfr cw 2f - 0.4 3 19-26 7.Syr4/4 None sltill 2msbk mfi cw if - 0.5 4 26-44 7.Syr4/4 f2f 7.Syr4/6 sltill lcsbk mfi - - - 0.4 Remarks: CST Name (Please Print) Signa re: Telephone No. James K. Thompson 'G 715-248-7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceola, 54020 7/18/00 3602 _ 1265 PROP~RTY O~IINER: Ellen Alexander SOIL DESCRIPTION REPORT PARCEL LD.# -014-1067-50 ID#131.31.15.496 3 Ground elev m nT u Depth to limiting factor ~o• ~zss page 2 of 3 A (' F Cnil ~ Cite F.vaLiatinnc ri H Depth Dominant Color Mottles T t Structure nsistence Bounda Roots GPDlftz zon o in. Munsell Qu. Sz. Cont. Color ure ex Gr. Sz. Sh. ry Bed ~ Trench 1 0-10 10yr3/3 None sil 2fsbk mvfr as 2f - 0.5 2 10-18 10yr4/4 None sicl 2msbk mfr cw 2f - 0.4 3 18-29 7.Syr4/6 None sl till 2msbk mfi cw if - 0.5 4 29-41 7.Syr4/65 fld 7.Syr5/8 sl till lcsbk mfi - - - 0.4 KemarKS: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Ground elev Depth to limiting factor .: ~~~~~ ~~eXQ.,~¢ r SES g S . 3 ; T3/K. ~ ~. /ScJ.~ ~CU.Ie : l = S~ 2~/G~' Ce, fk~y. 5 T . of ~,ne./~a.C~.! ~. CroiX ~' ; ~/. Em erg Cc~ c,Jl. ^ ~o; l (~.s~/'~%o''' s'No/z ,~; t /Q~a,~-o~-, I~ 83 ^ t~ £ • ~ ~_ : T p of lad s~ a~E N. E Gurney off' C5r1. --- ,. ~8. bo • 96.60 ' Con,6orcr 81 E/e% ~ 9G,,~3: L.ofyo~ 6.517( dol./~ ~. 3~R~ oi~l• ioL~-S~u L o{' Y~ "/'eba: ~ SSUm~d e.l ems' = /oD.cD ~V' 7 ~f~ ~~ •' ~~~ Hof ~%~e 5 a~'e > SGi'> -f'rOM ~yS'~tm 0.r`e4. /Peg' ~/2GS i '~ . 4WisoonsinDepartmentofCommerce SOIL AND SITE EVALUATION Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code Page 1 of 3 AC.E. Soil & Site Evaluations Attach cxxnplete site plan on paper not less than 8%z x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal refer+~ce point (BM), direction and St. Cio1X: percent slope, scale or dimemsions, north arrow, eFatiat-•a[td distance to nearest road. „r , Parcel LD.# y APPLICANT INFORMATION rl ~aH i f i prt. of014-1067-50 - p p nf n ormat on. ~ Reviewed By Date dar~purp~es (Privacy Law, s.15.oa (~) (m))• Personal information you provide maybe us~ff Property Owner / ~ ' ' ~ ~ `- ~ Property Location ~ ;n. Ellen Alexander ~ ! Govt Lot SE 1/4 SE 1/4 S 31 T 31 N,R 15 W Property Owner's Mailing Address ~ _i Lot # Block # Subd. Name or CSM# 2468 Coun Rd. S ' ~ ' :> ~ : ~.. 3 Pro osed CSM Gity S ,.• ' (,; 1r~Atumt~er ^ City ^ Village ^Town Nearest Road Emerald W ~~~Q 12 • ~1 ~`~-4784 Forest County Road "S" ~ b~l~~um~-of bedrooms 3 ^Addition to existing building ^ New Construction Use: ^ Replacement ^ Public aat describe Code Derived daily flow 450 gpd Recommended design loading rate 0 bed, gpd/ftz- 3 ~ ~~> gP~ Absorption area required 900 bed, ftz 1500 trench, ftz Maximum design loading rate 0 bed, gpolftz .3 trench, gpolftz Recommended infi{tration surface elevatiort(s} 101.4' at 12" above100.4' contour. ft (as referred m site plan benchmark) Additional design /site considerations Parent material Glacial outwash Flood ain elevatiort, ff icable NA ft S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U=Unsuitable for system ^ s ®u ®S ^ u ^ S ®u ^ s ®u ^ s ®u ^ s ®u. SOIL DESCKIP 1 IUN KtF'UK 1 Boring# 1 Ground elev 99.73' ft Depth to limiting factor 40' 2 Ground elev 99.64' ft Depth to limiting factor 30" Deptlt Dominant Color Mottles Structure n i t C Bounda Roots ~ Horizon in. Munsell Du. Sz Cont. Color Texture ~. Sz. ~. ons e s ry eed ;Trench 1 0-9 10yr4/2 None sl 2fsbk mfr as 2f,lm 0.5 0.6 2 9-13 10yr5/4 None sil 1 thin pl mvfr cs 2f NP 0.3 ~ 3 13-20 10yr4/4 None sl 2msbk dsh cs if 0.5 ~ 0.6 4 20-40 7.Syr4/4 None sl 1 csbk dh cw 1 f 0.5 0.6 5 40-66 Syr3/4 f2d7.5yr5/8 scl Om dh - - NP 0.2 Remarks: 1 0-9 10yr4/2 None sl 2fsbk mfr as 2f,lm 0.5 ~ 0.6 2 9-12 10yr4/4 None sl 2msbk mvfr cs 2f 0.5 ~ 0.6 3 12-30 10yr5/4 None sl 2msbk dsh cs if 0.5 ~' 0.6 4 ___ _ 5 30-42 .____- 42-62 7.Syr4/4 Syr3/4 f2d7.5yr5/8 f1d7.5yr5/8 sl _ scl lcsbk ______ -___- Om dh dh cw - - --_ - 0.5 0.6 _-r_-___- NP 0.2 Remarks: CST Name (Please Printj Signatu Telephone No. James K. Thompson ~-- 715-248-7767 Address A.C.E. Soft & Site Evaluations Date CST Numt~er Ref # 340 Paulson Lake bane, Osceola, 54020 4/11/00 3602 1196 ~ _ _ - PROPERTa(OWNER: Ellen Alexander PARCEL I.D.# art. of 014-1067-50 3 Ground elev 101.23 fl Depth to limiting factor 34" SOIL DESCRIPTION REPORT »~ Page 2 of 3 A_C_E_ Soil & Site Evaluations Depth Dominant Cobr Mottles Structure ~ ~~ e Boundar Roots G Horizon in. Munsell Qu. Sz Copt Cokx Texhlre ~. Sz. Sh. 0 y Bed ~ Trench 1 0-10 10yr4/2 None sl 2fsbk mfr as 2f,lm 0.5 0.6 2 10-13 10yr4/4 None sl 1 thin pl mvfr cs 2f 0.4 0.5 3 13-18 10yr4/4 None sl 2msbk dsh cs if 0.5 ~, 0.6 4 18-34 7.Syr4/4 None sl lcsbk dh cw if 0.5 ~ 0.6 5 34-58 Syr3/4 f1d7.5yr5/8 scl Om dh - - NP ~ 0.2 KemarKS: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor I~ .-~ ~.3~'3 p~ner' E//e r1 /~ ~ ¢,Xa./)dP-/ ~~~os~ /ot /,~., ~ 7~ ~!~ ^ .~i l O.bse/'~~ion ~.5~6P Cd. ~d. S • ~-/Q~/cz~Ja~ ~',y,e~a, Cam/, ~ /. s y~/.ti 8.2 ~ I ~f ^ / ,G o ea~.~d-n ,P. is w., T . 6~' ,~iY'eS~~ Ste. C~'OiX (e.~~.J~. ~9/ ~o / 00 / ~~ s~ ~o ~ .oF/ / ^ g -~- i oP o,~yy "re 6~ ~ o~ ~f w. > fog. ~. ~s s ,, iNisconsin Department of Commerce SOIL AND SITE EVALUATION Division of Safety ahd Buildings in accord with Comm 83.05, W is. Adm. Code Page 1 of 3 A.C.E. Soil & Site Evaluations Attach complete sfte plan on paper not less than 8'/z x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal r~ (BM), direction and l t l di i rth d ~ St. Croix percx'rrr s ope, sca e or merrrs ons, no arr an ~~C a~istance to nearest road. APPLICANT INFORMATION ~ ~ lease~ prin all infcrirrna~tion 014-10678-8A9- . Personal information you provide may be u ~~secon~y 8 (PrivacYl.aw, s. 15.04 (1) (m)). ~. R viewed By Date ~} _ ~ Property Owner t •" ' Property Location Ellen Alexander r~s , ~ ~ _ Govt. Lot NW 1/4 SE 1/4 S 31 T 31 N,R 15 W Property Owner's Mailing Address ~ ~ - ' _ "T ` "°~'' Lot # „ Block # Subd. Name or CSM# . ,!q f!~ _a 2468 Coun Rd. S i` ,~ City StatB Zip. ClV6i~er ~'-,, ~ City Village ®Town Nearest Road Emerald WI `,54012, 715-265-4~'7$~4 Forest Countyxwy. "S" New Construction ~ Res`identi~I1 ' ~ ' of bedrooms 4 ^Addition to existing building ~~; _ ^ Replacement ~ Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate •5 ~, gpd/ftz .6 trench, gpolftz Basal area required 1200 bed, ftz 1000 trench, ftz Maximum design loading rate •5 bed, gpd/ft2 .6 trench, gpd/ft2 Recommended infiltration surface elevation(s) 102.25' At 12" above 101.25' contour ft (as referred to site plan benchmark) Additional design /site considerations Parent material Glacial till. Flood ain elevation, if a livable NA ft S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U=Unsuitable for system ^ S ®U ®S ^ U ^ S ®U ^ S ®U ^ S ®U ^ S ® U SOIL DESCRIPTION REPORT Boring# 1 Ground elev 1 nn 7d ft Depth to limiting factor 31" 2 Ground elev 99.10' ft Depth to limting factor 40' Horizon Depth Dominant Cokx Mottles T t Structure Consisten Bounda Roots GPD/ft~ in Munsell Qu. ~, Cont. Cokx ex ure ~ $z ~ ry ~ ~, Trench 1 0-10 10yr4/2 None sil 2fsbk mvfr as 2f&m 0.5 0.6 2 10-20 10yr5/4 None sil 2fsbk ds cs If&m 0.5 0.6 3 20-31 7.Syr3l4 None sl 2msbk dsh cw lm 0.5 ~ 0.6 4 31-65 7.Syr3/4 f2d7.5yr5/8 sl 2msbk dh - - 0.5 0.6 Remarks: 1 0-10 10yr4/2 None sil 2fsbk mvfr as 2f&m 0.5 0.6 2 10-23 10yr6/4 None sil 2msbk ds cs if&m 0.5 0.6 3 23-40 7.Syr4/4 None sl 2msbk dsh cw lm 0.5 0.6 4 40-71 7.Syr3/4 f2d7.5yr5/8 sl lcsbk dh - - 0.4 0.5 Remarks: CST Name (Please Print) Signa Telephone No. James K Thompson `+-- 715-248-7767 Address A.C.E. Soil & Site Evahlations Date CST Number Ref # 340 Paulson Lake Lane, Osceola, 54020 12/23/99 3602 1148 i Ground elev Depth to limiting factor Ground elev ,• ~PICOPERTYOWNER: EIIenAlexander SOIL DESCRIPTION REPORT PARCEL"I.D.# 014-1067-20-000 Ground elev 101.89 ft Depth to limiting factor ~aR 1148 page 2 of 3 e r F cai a e:.a F..fli,.s.:.,.,~ Horizon Depth Dominant Color ~~ Texture Sere sistence Boundary Roots ~~ in. Munsell ~. Sz. Cunt Cola' ~. Sz. Sh. Bed ~ Trench 1 0-12 10yr4/2 None sil 2fsbk mvfr as 2f&m 0.5 ~ 0.6 2 12-25 10yr6/4 None sil 2msbk ds cs lf8cm 0.5 ~ 0.6 3 25-33 7.Syr4/4 None sl 2msbk dsh cw lm 0.5 0.6 4 33-67 7.Syr3/4 f2d7.5yr5/8 sl till lcsbk dh - - 0.4 0.5 rcemancs: Ground elev Depth to limiting factor Depth to limiting factor ~ I _! .h .~ -.a~o'- i. `G -~85 -~ aim $tnc,{. Y-'ta.NC: Too o ~' „ -~-~--- V~ /'~ba.,..4sswncd ¢/¢/: = rte. Che.rfyutG. Ele%= 9.t.io' • ,~ ~n¢,~= E//e,-~ ~~eXa nd~ I z y~ P~ ~. Rd• s E~ eta-f~; c~3 /- s~a~z ~ ,C.o co~-~ o~ : I /Il.Jys/ S Eyy, Scc. d ~ I T. 3 / H; ,Q, i5 ~,T.o~ c~ i. ~^~ - ,o~ ~s .YI I vI r o i I I I r I i i I e ~ ~ i- I I I I ~ I I I I I I 1 rt w~~~ ~ ~rE~is~ ~ ~ D LinC I ~F_ .S~y~/SEys~ I SfYySEyy