Loading...
HomeMy WebLinkAbout032-2103-60-000 f 2 o & e \ 0 . 7 � \ � o � e � § - § LL §\ � k $f � . � » ° � . - 2 q C) / 0 CL & 5 -_ k # _ \ j a 2 k = q k z J \ _ _ E� - . k k 7 \ / ) z \§k co � . & M /a= q a) 0 < ] 3 s 7 ) ] z § - z / \ .. 5 £ . \ .4- ) t ƒ ~ t § ! o § k 2 .0 k \ / 0 k 3 / E b �\ a a a { IL \\ \ § , :Q a z f \ \ ® �I _ § @ �§ % < k / ) © ƒ § k _ 2 \ g /�` t t�� 6= o c 2 a§ . k Cl \ k $ S « / g = c - Q 4 64 N \ E § m ) i k f\§ \ 3 f \ \ z f \ ) \ ■ � . 2 ii Zl z 7 2 2 X § - � " (L » E$ a I k a§ / J a 2 jA � J 'Wi4consin Department of Commerce PRIVATE SEWAGE SYSTEM C ount y - Safety and Buildings Division INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitarv. Pe rmit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 370390 Permit Holder's Name: ❑ City ❑ Village j] TRWROIr State Plan ID No.: Klett James Somerset Townshi CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax Nn TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic C70 b Benchmark �4 / Dosing Alt. BM 13 9 Bldg. Sewer 1� o .3�{ 13.2P I`f r Holdi /Ht Inlet St / Ht Outlet . f / S ETBACK INFORMATION ( � TANKS 13 �- TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet t3•a� 8 Air Intake Septic 5 ` V r 1 NA Dt Bottom , 5'p �33• g9 r Dosing > SD r �3 r r NA Header / Man. (D /• 0Z r Dist. Pipe 2 ' O Z Hoi Bot. System c Jed .2S ' PUMP/ SIPHON INFORMATION Final Grade Manufacturer Demand - St cover Model Number ( 3I:�)GPM R #L - 1 •0r / TDH Lift 15.q,` Friction System TDH a3 •L Ft A.. A& Forcemain Length 10 Dia. z u Dist. To Well SOIL ABS PTION SYSTEM BED / TRENC Width r LerM th I No. Of PIT No. Of Pits Inside Dia. Liquid Depth DIME N 1 S DI nu acturer: SETBACK TEM TO SY P / L BLDG WELL LAKE / STREAM INFORMATION Type r CH ER Num er: System: IS '> SO > R UNIT DISTRIBUTION SYSTEM ES ` A ` HeaderTManifoW Distribution Pipe(s) r r // x Hole Size I x Hole Spacing Vent To Air Intake Length T Dia. 2 o Length �L_4 Dia. Z Spacing E 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 ❑ Yes ❑ No []Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) C�5 pow; o Insi3e ction #1: 1 Z /d Inspection #2: d 41)-' ° l Location: 1505 Hidden Valley Circle Road, Houlton, Wl 54082 (SE 1/4 SE 1/4 14 T301 R20W) — 14.30.20.979 Green Acre Ctry Estates -Lot 17 1.) Alt BM Description = e r t9 ��d�„ (Al W rbrov r, 2.) Bldg sewer length = 1, p - amount of cove = woo G°" 3.) contour = b � y Q S /O = � � , fps l o `f- d Plan revision requ r [:]Yes �o Use other side for additional Information. 3 0 6U f SBD -6710 (R.3197) Date Inspector's Signat re Cert. No. i t I ,R I' �o b If .,1 ti 1505 Fb O 0 6V VRLLEi' Sanitary Permit Application Safety & Buildings Division \#W Cl tz c,� L (Z 0 • In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 sconsin Personal information you provide may be used for second purposes Madison, WI 53707 -7302 Department of Commerce [Privacy Law, s. 15.04(1)(m)] p (Submit completed form to county if not state owned.) Attach complete plans (to the county copy only) for the less than 8 - 1/2 x 11 inches in size. County State Sanitary Permit Number ❑ Ch kv ato previous A"Iication State Pla4I. P. Number I. Application Information - Please Print all Information Location• Property Owner Name ; „ L C! -- Property Location 'J wl 1/ � 1 /4,SV ,N E(or Property net's Mailing Ad dre 4. Lot Number Block N tuber City, to Zip Code one" ,- Sub ' ' ' Name or CSM Number II. Type of Building: (check one) �L mss _1e Q� ❑ city �( 1 or 2 Family Dwelling -No. of Bedrooms : S �/ ❑ Village ❑ Public /Commercial (describe use):_ 1 Town of ❑ State -Owned Neare t Road r Parce -� m of sJ, III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) I �I . �, . 'Zo . °119 A) 1. IN New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) -- ( o-o ❑ Non - pressurized In- ground JX Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade r a , ❑ Ae bic Treatme t Unit ❑ Recirculati g ❑ O er: Cam. «�k 99• a - o � - � � �- �' k -s'' R�c�G�B fu`s�u,�e c�.Q V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inc Elevation VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks 19 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the un dersign ed, assume responsibility for installs )'on of the POWTS shown on the attached plans. Plumber' ame rint) Plumber' Sig (no § ): MP/MPRS No. Business Phone Number 22� = J Plumbers Address (Street, City, State, Zip ode) ` IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Sign (No stamps) L Approved ❑ Owner Given Initial Adverse Surch Fee) Determination 3Z� [ - �,S —Z(* X. Conditions of Approval /Reas for Disapproval. D n A A (1 s,PE+i s "4" ce.ti.�e,a n7�s , u.,Q i�..tr vtrVe�w.a w �n.�.. tll � Sc�E�eILS as -re 6 r.�+�t Cep �___- ••�.� vw�.� w�e,t.. Su�vE-t� .�� =&►� �r �� w.s �e,� �„ J . - Qc,�rS .nr�.�e.�..Q. -�''�t s . SBD -6398 (R. 07/00) ' Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264 -8777 Visconsin www.commerce.state.wi.us /SB Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary November 03, 2000 CUST ID No.224263 ATTN.• POWTS INSPECTOR ZONING OFFICE KIM A O'CONNELL ST CROIX COUNTY SPIA 504 3RD AVE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/03/2002 Identification Numbers Transaction ID No. 445656 Site ID No. 201215 SITE: Please refer to both identification numbers, Site ID: 201215, JAMES KLETT above, in all correspondence with the agency. ST CROIX County, Town of SOMERSET; HIDDEN VALLEY CIRCLE RD SE1/4, SE1/4, S14, T30N, R20W FOR: NEW MOUND, 450 GPD Object Type: POWT System Regulated Object ID No.: 768714 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 E chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: V c 1. This plan action is subject to designer comments on the plan. C(� ,h 2. The maintenance plan for this system must be given to the owner of the POWTS. 3. The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. r K 4. Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. ,DEPA ' fin' The proposed pump is near its limit with the proposed total dynamic head. If upon installation, the total DISI� a "r dynamic head increases, the proposed pump must be reevaluated and may be inadequate. t `� 6. Holes must be drilled with sharp bit and all burrs and foreign matter removed before installation.-- ---- 7. The management plan / users manual must contain the telephone numbers of persons to contact in case of SEE C0 any component failure. Amend your plan and provide this information to the owner. 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, .- DATE RECEIVED 10/17/2000 i E ' FEE REQUIRED $ 175.00 FEE RECEIVED $ 180.00 PATRICIA L SHANDORF , POWTS PLAN REVIEWER REFUND AMT $ 5.00 Integrated Services (715) 634 -7810, FAX: (715) 634-5150, M -F 7:45 AM - 4:30 PM Refunds of $25 or less will be PSHANDORF @COMMERCE.STATE.WI.US made only on written request. WSMART code: 7633 cc: JAMES KLETT • a MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: JAMES KLETT Owner's Name: JAMES KLETT Owner's Address: 101 WHEELOCK PARKWAY WEST ST. PAUL MN 55117 Legal Description: SE- SE- SEC14- T30N -R20W Township: SOMERSET County: ST. CROIX Subdivision Name: GREEN ACRES 47' �. Lot Number: 17 Block Number: y Parcel I.D. Number: :Jr OF c0 �idi t ,AFY SUILU NG Plan Transaction No.: ?- i 14 Page 1 Index and title �RESPOND E Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 Pump specifications Page 6 Management plan Page 7 System and maintenance specifications Page 8 plot plan Designer: KIM A. OCONNELL License Number: 224263 Date: "MwM" Phone Number: 1- 715 - 755-3145 Signature. ` c Version 2.2 (8/4/00) Page 1 of Mound and Pressure Distribution Component Design Maximum Design Flow 9W gpd Site Information R Residential or Commercial Design (R or C) Orifice 300.00 Estimated Wastewater Flow (gpd) Diameters 1.50 Peaking Factor (e.g. 1.5 = 150%) 1)8 =0'125 502 = 0.155 450.00 Design Flow (gpd) 3ne = 0.188 6.00 Site Slope (%) M2 = 0.219 99.70 Contour Line Elevation (ft) 1/4 = 0.250 29.00 Depth to Limiting Factor (in) 9132=0.281 0.50 In -situ Soil Application Rate (gpd4f) 5J18 = 0.313 Distribution Cell Information 1.00 Dispersal Cell Design Loading Rate (gpd/ft 75.00 Dispersal Cell Length Along Contour (ft) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest nt in the distribution Y Pressure Disribution Information network? Enter Y or N E Center or End Manifold (C or E) 3.00 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. -0.125 Orifice Diameter (in) (e.g. 0.25) 1.95 Estimated Orifice Spacing (ft) 5.92 ft /orifice Orifice Density 2.00 Forcemain Diameter (in) 125.00 Forcemain Length (ft) Does the forcemain drain back 86.40 Pump Tank Elevation (ft) Enter Y or N 6.50 )Operational Head (ft) 20.39 Forcemain Drainback (gal) 13.88 Vertical Lift (ft) 67.22 5x Void Volume (gal) 2.62 Friction Loss (ft) 87.61 Minimum Dose Volume (gal) 23.00 Total Dynamic Head (ft) 31.31 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 1.00 1.00 1.25 x 1.25 x 1.50 x X 1.50 x 2.00 x 2.00 x X 3.00 x 3.00 x Treatment Tank Information Gallonslinch Calculator (optional) 800.00 ST /ATU Capacity (gal) 800.00 Total Tank Capacity (gal) WEEKS Manufacturer 42.00 Total Working Liquid Depth (in) 19.048 gal /in (enter result in cell B48) Dose Tank Information 800.00 Dose Tank Capacity (gal) Effluent Filter Information 19.34 Dose Tank Volume (gal/in) IZABEL Filter Manufacturer WEEKS Manufacturer IA100 Filter Model Number Project: JAMES KLETT Page 2 of Mound Plan View .. .. J /68 » J T Observation Pipe K 0 _ A W — i l L Mound Component Dimensions A 6.00 ft E 11.32 in H 1.00 ft K 7.67 ft B 75.00 ft F 9.50 1 in 1 8.18 ft L 90.33 ft D 7.00 in G 0.50 ft J 4.77 ft W 18.94 ft A 6. 00 (fe) Dish ersat Cell Area 1063.26 (ft) Basal Area 00 (gpd/ft) Linear Loading Rate 12,50 (ft) 1/66 Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.08 (ft) F Dispersal cell 100.78 (ft) Lateral Invert Dispersal Cell EL D . ..............'.:.:.. ........... ,.... T ......':':. .. . ............ .---- .70 (ft) Contour Elevation 6.0 % Site Slope Shading Key g Dispersal Cell ® Topsoil Cap — See lateral details Subsoil Cap a 8 _ Q page 4 for number of ASTM C33 Sand V > �— / - F laterals, size, and [—� Tilled Layer 0.5 ft Typical Lateral I spacing. Laterals are Aggregate .r o centered in the AxB A ---� Distribi tion cell. I Project: JAMES KLETT Page 3 of Lateral Layout Diagram Laterals centered over the . wnension = Turn-up vwtball valve oroleanoutplug ,l P All Iawals are identical IF X —�I Holes drilled on the bottom of the lateral equally spaced S Force main connection via tee or cross to manoold at any point. Laterals & Force main of PVC Seh 4.0 (per COP-9M Table 84.30.5) Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 1.98 ft Lateral Length (P) 73.26 ft Orifices per Lateral 38 Lateral Spacing (S) 3.00 ft Orifice Density 5.92 W /orifice Lateral Flow Rate 15.65 gpm Manifold Length 3.00 ft System Flow Rate 31.31 gpm Manifold Diameter 2.00 in Total Dynamic Head 23.00 ft Dose Tank Information Locking cover with waming label and locking device and sealed watertight Electrical as per NEC 304 and ---PP Comm 16.26 WAC Disconnect 4 in. min. Tank component is properly vented � E-^^- Alternate otklet location Forcemain diameter WEEKS Manufacturer 2 in. Capacity 800.00 Gallons 'T Volume 19.340 gal/inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 28.84 557.67 C B 2.00 38.68 ump off elevation (ft C 4.53 87.61 86.90 D 6.00 116.04 D Total 1 41.371 800.00 gpose tank elevation (ft) 86.40 Alarm Manuafacturer I S.J. ELECTRO SYSTEMS Alarm Model Number H -101 Pump Manufacturer JGoulds _ Pump Model Number I WE0311M Pump Must Deliver 31.3 gpm at 23.00 ft TDH Project: JAMES KLETT Page 4 of i t' l;1 1 V 1 � 1 1 �.•I l l l.. l.: . , - .. .. ., T'� s � ! ,�' Curves Pumps MMR$ FEET 25 — I MODEL 3885 w -�- ' r--- SIZE' /, "Solids WE1SH — - 70 20 WE10H - '— 4 — %Ij F 0 WE07H - - 15 50 WE06H 40 J 10 W i 0 0 L _ 0 10 ZO 40 40 60 70 60 SO 100 %10 120 GPM p 10 ?0 50 m CAPACITY AW , n.! • T li �. �,. ,iNa W.`i ., �of P�i .'��':• 1 (° i r � PUMP I�1 C METER$ FEET 120 MODEL 3885 95 _ —� SIZE' /4" SolldS 11 0 WE15HH 100 -- - - - 25 80 - --�- - - -� wEOSHH _ 15 50 ,o 0 10 ZO 00 ♦0 50 W 70 W 1 W 110 : 0PM i p 10 CAPACITY •1M OWIda Pvmp4, Inc E""Vo jury. IYN C)1A, Mound System Management Alan Pursuant to Comm 83.54, Wls, Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic be disposed of in accordance with NR 113, Wis. dm. Code. The operating condition of the septic tank and outlet fitter shall be asses least once every 3 years by inspection. The ut et fi all be to en ire nro , r^^ The fitter cartridge c be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If thi equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent fltor alarms may Indicato surge flc impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank a wwd liquid volume of the tank If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shal the owner of when the next service needs to be performed to maintain less then maximum scum and sludge accumulation in the tank addition of biological or chemical additives to enhance septic tank performance is generally not required. However, If such products arr shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shalt be inspected at least once every 3 years. All switches, alarms, and pumps shag be tested to verify props operation. If an effluent fitter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressers Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be s+ mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other then for vegetative maim on the mound is not recommended since soil conpaction may hinder aeration of the infiltrative surface within the mound and snow com the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched for f. protection. Influent quality into the mound system may not exceed 220 mg/_ BODS, 150 mg/LTSS, and 30 mg/L,FOG. Influent flow may not axes 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 accumulated solids-at least once every 18 months. When a pressure test is peformod it should be compared to the intial test when the was installed to determine it onhee clogging has occurred and it orifice cleaning is required to maintain equal disribution within the drsf Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and ar above 4 inches considered as an impending hydraulic failure requiring add 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' componi [SBD- 10572 -P (R. 6/99)] and local or state rules pertaining to system maintence 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 tanb abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWfS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openir for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or sut failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device t accidental or unauthorized entry into a tank or component. Contingency 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 operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repai replaced with a component of the sarne 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 replat present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintence of this system should be directed to your designer, county zoning or health inspector. Page 6 of Mound System Specifications Y P Owner's Name JAMES KLETT Designer's Name ` KIM A. OCONNEL� Sanitary Permit Number Design Flow - Peak (gpd) 450 Estimated Flow- Average (gpd) 300 Septic Tank Capacity (gal) 800 Soil Absorption Component Size (If) 450 Type of Wastewater Domestic Inffluent Limits Septic Tank Pump Tank Dispersal Design Flow- Peak (gpd) 800 450 450 Maximum Influent Particle Size (in) NA NA 1/8 Maximum BOD5 (mg/L) NA NA 220 Maximum TSS (mg/L) NA NA 150 Maximum FOG (mg/L) NA NA 30 Service Frequency Septic Tank Inspect and /or service once every 3 years Outlet Filter Should inspect once a year and clean once every 3 years Pump and Controls Test once every 3 years Alarm Should-test month) Pressure System Laterals flushed and pressure tested once every 1.5 years Mound Inspect once every 3 years Other Lateral Turn -up Detail Woof.- .1b..�. 6" Diameter Lawn ... Finished Grade Sprinkler Valve Box Threaded Cleanout Pfug or Ball Valve Distribution Lateral w ... �... - Long Sweep 90 or Two 46 Bends Same Diameter as Lateral Project: JAMES KLETT Page 7 of 1 i I I 1 I I I asks- 1 0 I y i l i f TTT rd • • I , 1 I t I , , I I I � i 3 , III -_ I LT— '-. __. :. .i Y _._ ' - -1 -- - - •- _'" -" ` -- -- - -`- __.__ - _. - , I I i I , , _ I I " ' Wisconsin Department of Industry SOIL AND SITE E V A L U A R T Page 1 of 3 Labor iA Human Relations Divisii�n of Safety & Buildings in accord with ILHR 83.0 i COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in si an but St. Croix not limited to vertical and horizontal reference (BM int direction a f slo a e or CEL I. D. # 6 dimensioned, north arrow, and location and distance to nearest road. �j �99 pending IEWED BY DATE APPLICANT INFORMATION PLEASE PRINT ALL INFORMA PROPERTY OWNER: OPER N ,• , ' ✓ Lero Urhammer L� SE ,. 1 4* 1/4,S 14 T 30 N,R 20 fir) W PROPERTY OWNERS MAILING ADDRESS L M 1 BLOCfI WBD. NAME OR GSM # 1501 Scout Camp Rd. #17 'rta` reen Acre Ct . Es. First Addn. CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE [MOWN NEAREST ROAD Houlton, WI. 54082 (715) 549 -6597 Somerset Hidden Valley Circ �cj New Construction Use [ x] Residential i Number of bedrooms 3 [ j Addition to existing building I ] Replacement [ ] Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate • 5 bed, gpd /ft •6 trench, gpd /ft Absorption area required 375 bed, ft 375 trench, ft Maximum design loading rate .5 bed, gpd /ft .6 trench, gpd /ft Recommended infiltration surface elevation(s) 100.70 ft (as referred to site plan benchmark) Additional design / site considerations system el. based oncontourl line of el. 99.7' Parent material glacial dirft 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 for stem ❑S ®U [3S ❑U EIS ®U CIS ®U ❑S ®U ❑S ®U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounday Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 '?< 1 0 -8 10 r3 3 none sil 2msbk mfr cs `S 2 8 -39 10 r4 4 none sil 2msbk mfr crw lm .5 .6 5 Ground 3 1 39-45 7.5 r4 4 none scl m na na na elev. 100. Depth to limiting factor 39" Remarks: Boring # 1 0-10 10 r3 3 none S� 2 2 10 -21 10 r4 4 none sil 2msbk mfr .6 3 21 - 10yr4 /4 none sicl 2msbk mfi CrW if .4 .5 Ground 4 33 -50 7.5 r4/4 none scl m an na na n .2 4,19 ft Depth to limiting factor 33' Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. Ase New Ric mod WI 54017 Signature: Date:10 -24 -96 CST Number: m02298 PROPERTY OWNER Leroy Urhammer SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL I.D. # pending Lot #17 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 3 f 1 0 -12 10 r3 3 none sil 2msbk mfr cs 2m .5 .6 . S ................. 2 12 -29 10 r4/4 none sit 2msbk mfr gy if .5 .6 . Ground 3 29 -45 7.5yr4/4 none scl m na na na n .2 elev. 9 7.9 ft. Depth to limiting factor 29' Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor T-1 Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) r ° STEEL'S SOIL SERVICE Gary L. Steel Leroy Urhammer 1554 200th Ave. CSTM2298 SE S14- T30N -R20W New Richmond, WI 54017 MPRSW 3254 town of Somerset (715) 246 -6200 J — lot #17 -Green Acre Cty. Es. First Addn. BM.= top of SW lot stake C el. 100' 'C 0 3 w 2� Gary L. Steel 10 -24 -96 ST CRO IX COUNTY EN'r AND 0) ERSHT CERTIFICATION FORK Qwrter'Buyer t»5 �� LEA �-�- in 2 I� - t-C' Milling Address LO Y (v�le �- ) �) r ,4 4 �74c t1 I'r►/U n IJ� Property Address 0& �'crlilceupe ret�ulmti i*rnm Nanning Dvmrtment for pew eonstructi�r.) Porl:cl luenulicatiorn hlttmber ay-2 ;; L r cAr, DESCRIPTION Property ",Oration Sc' '�;, r£ Vj, Sc-,. P , T N -R zo W, Town of vse C i.,OI Cer?ilied Suney'limp it Volume Page Warrw - N Dced 4 ,�, Volurre Page 9 Spec house I ti'c, T n0 Lot 'Ines ;ilenti trl, bWc a ycs 2 rc SYSTEM M _ -- Improper use anti momicnanceotyot:rsePuc 5ysremeouid resu'i In itspriumaturc failure to hPr1dje wusics. Proper m7 in: cmn -c consists Of pumping Out Ii srpuc tint: +cry tltrtC yCM OT soon CT, ii needed by a licensed pumpcT. w'ha'. you put Intl �:an a!';cct the fur :ctlor, )f the acptrc t;tnk ,, > t1: :rner! stagic :n the waste d spr- sys cm. TIT pmprrt)' 0,YTIer uc ';t:h;:w :rI �: C.'ro;X Zoning Dcpartment a fora, sgned by the trls141 pwu yil Cr, !i),Ir ^� ,'tf'..lC: hl;;!tl:'Cr, ,'CSltlt;lcl: i�,Ult'i';'f or i irccnsS pu mper Y1 iW f 1) l!C rin-s1IC' VVaS'Cti' +'3tt'. ,:;Sr�'Sdi 5> is in hrnper opt; -Al t:I cut !u,tut aril (IF il} ;ti : 1, :uci and pumping ';;f necessary), the septic tank is less than 1 5 tali of > .. liwt, tht: nrdcrsTgnte have read ine aboi c requ:-cmcnis and agree to maintain the private sewage ;isposaf syssent with ', :e s :ac_.: '- yet forth, heretn, as sct by Cite Jepanrmenl of cnlrtrtercc and the Departrnen.t of Naturni Resources, State e.r W!scons;'I. Ccrt r,:, �Glilnt 'i1Ji 11T Nt j iii tilS1( 1`, "1, b. '1,11 "1';: ,I 1!1:15! t+!` • �'Inl +l;'iC�! ar 1vr1fnCCi ID 1hC' SI r "W GI :r I?j 7�T t'l1 UIi1 ' C{ tt1C lI1rCC Y!' 'Xp;'JL'Gn IiJ:L' t�ATURF. GF AFFCICAN'1' � DATE OWNFR CERTIFICATION (we) cmir)' mil st9tcn .'It'. icrt'n Jr? bile to "w best of "mi i cur; n_. ot`crty AteC.r'',Cc hr >... h +. clr, u1 do d :ec'.!rJe<i ;il ! ?Cb;vcr o1 : m!s v'(iCC S ATURE CF APPLICANT 7 \ I'�' �f T E. s. •..• A;i I n I o 1^.Tta t 1( it) that :s mIS l 1 h n. ^•• •'• "' :r Icl�rr;'ail' :c ir,t; resu�t rn the sarntar. pesttii, oc�r•g revoked by t�,e Zoning Uepa^ .. •' i nclusit' +rich this �ni? i(aI10 1 �ialty i •r4n!y ticcd 1ta!n i`t Rc 5tcr o;" Dcccl s ct'fcc o cnpti o ilia certlried survct map if rcirrcrtce Is made in ft ,4arrant; decd )oL VOL 1539PAGE 79 F_a29123 LAND CONTRACT KATHLEEN H. WALSH Document Number Forrnll REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD CONTRACT, by and between GREEN ACRE ENTERPRISE, INC. 08-31 -2000 1:15 PM ("Vendor', whether one or more) and Junes P. Klett and Caroline M. Klett, husband and wife, as survivorship marital 0 - ru rty LAND CONTRACT ur aser, whether one or more). Vendor sells and agrees to convey EXEMPT N to Purchaser, upon the prompt and full performance of this contract by COPY FEEEE: FEE: Purchaser, the following property, together with the rents, profits, fixtures TRANSFER FEE: 225.00 and other appurtenant interests (all called the "Property"), in St. Croix RECORDING FEE: 12.00 County, State of Wisconsin: PAGES: 2 Recording Area Name and Return Address James P. Kleft 101 Wheelock Pkwy W St. Paul, MN 55117 032 - 2103 -60 (Parcel Identification Number) I LOT 17 G REEN ACRE rQIINTR)L ESTATES FIRST ADDITION, TOWNSHIP OF SOMERSET, ST. CROIX WISCONSIN. I I I This is not homestead property. Purchaser agrees to purchase the Property and to pay to Vendor at 1501 Scout Camp Trail, Hou @on, WI 54032, the sum of $75,000.00 in the following manner: (a) $10,000.00 at the execution of this Contract; and (b) the balance of $85,000.00, together with interest from date hereof on the balance outstanding from time to time at the rate of 7.0% percent per annum until paid in full, as follows: $5,000.00 annual principal payments, plus accrued interest, beginning one year from the date of this contract and on the same day o, each year thereafter. Following any default in payment, interest shall accrue at the rate of 12.0% per annum on the entire amount In default (which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal balance). Purchaser, unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably anticipated annual taxes, special assessments, fire and required insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply payments to these obligations when due. Such amounts received by the Vendor for payment of taxes, assessments and insurance will be deposited into an escrow fund or trustee account, but shall not bear interest unless otherwise required by law. Payments shall be applied first to interest on the unpaid balance at the rate specified and then to principal. Any amount may be prepaid without premium or fee upon principal at any time. In the event of any prepayment, this contract shall not be treated as in default with respect to payment so long as the unpaid balance of principal, and interest (and In such case accruing interest from month to month shall be treated as unpaid principal) is less than the amount that said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds of insurance or condemnation, the condemned premises being thereafter excluded herefrom. Purchaser states that Purchaser is satisfied with the title as shown by the title evidence submitted to Purchaser for examination except: None. Purchaser agrees to pay the cost of future title evidence. If title evidence is in the form of an abstract, it shall be retained by Vendor until the full purchase price is paid. Purchaser shall be entitled to take possession of the Property on date of this land contract. r • Ivo'� Mgpjilit 80 Purchaser promises to pay when due all taxes and assessments levied on the Property or upon Vendor's interest in it and to deliver to Vendor on demand receipts Showing such payment. Purchaser shall keep the Improvements on the Property insured against loss or damage occasioned by fire, extended coverage perils and such uther hazards as Vendor may require, without co-insurance. through insurers approved by Vendor, in the sum of full insurable value, but Vendor shall not require coverage in an amount more than the balance owed under this Contract. Purchaser shall pay the insurance premiums when due. The policies shall contain the standard clause in favor of the Vendor's interest and, unless Vendor otherwise agrees in writing, the original of all policies covering the Property shall be deposited with Vendor. Purchaser shall promptly give notice of loss to Insurance companies and Vendor. Unless Purchaser and Vendor otherwise agree in writing, insurance proceeds shall be applied to restoration or repair of the Property damaged, provided the Vendor deems the restoration or repair to be economically feasible. Purchaser covenants not to commit waste nor allow waste to be committed on the Property, to keep the Property in good tenantable condition and repair, to keep the Property free from liens superior to the lien of this Contract, and to comply with all laws, ordinances and regulations affecting the Property. Vendor agrees that in case the purchase price with interest and other moneys shall be fully paid and all conditions shall be fully performed at the times and In the manner above specified, Vendor will on demand, execute and deliver to the Purchaser, a Warranty Deed, in fee simple, of the Property, free and clear of all liens and encumbrances, except any liens or encumbrances created by the act or default of Purchaser, and except and covenants and restrictions of record. Purchaser agrees that time is of the essence and (a) in the event of a default in the payment of any principal or Interest which continues for a period of 30 days following the specified due date or (b) in the event of a default in performance of any other obligation of Purchaser which continues for a period of 30 days following written notice thereof by Vendor (delivered personally or mailed by certified mail), then the entire outstanding balance under this contract shall become immediately due and payable in full, at Vendor's option and without notice (which Purchaser hereby waives), and Vendor shall also have the following rights and remedies (subject to any limitations provided by law) in addition to those provided by law or in equity: (i) Vendor may, at his option, terminate this Contract and Purchasers rights. title and interest in the Property and recover the Property back through strict foreclosure with any equity of redemption to be conditioned upon Purchaser's full payment of the entire outstanding balance, with interest thereon from the date of default at the rate in effect on such dale and other amounts due hereunder (in which event all amounts previously paid by Purchaser shell be forfeited as liquidated damages for failure to fulfill this Contract and as rental for the Property if purchaser fails to redeem); or (ii) Vendor may sue for specific performance of this Contract to compel immediate and full payment of the entire outstanding balance, with interest thereon at the rate in effect on the date of default and other amounts due hereunder, in which event the Property shall be auctioned at judicial sale and Purchaser shall be liable for any deficiency; or (iii) Vendor may sue at law for the entire unpaid purchase price or any portion thereof; or (iv) Vendor may declare this Contract at an end and remove this Contract as a cloud on title in a quiet -title action if the equitable interest of Purchaser is Insignificant; and (v) Vendor may have Purchaser ejected from possession of the Property and have a receiver appointed to collect any rents, issues or profits during the pendency of any action under (i), (ii) or (iv) above. Notwithstanding any oral or written statements or actions of Vendor, an election of any of the foregoing remedies shall only be binding upon Vendor if and when pursued in litigation and all costs and expenses including reasonable attorneys fees of Vendor incurred to enforce any remedy hereunder (whether abated or not) to the extent not prohibited by law and expenses of title evidence shall be added to principal and paid by Purchaser, as incurred, and shall be Included in any judgment. Upon the commencement or during the pendency of any action of foreclosure of this Contract, Purchaser consents to the appointment of a receiver of the Property, including homestead interest, to collect the rents, issues, and profits of the Property during the pendency of such action, and such rents, issues, and profits when so collected shall be held and applied as the court shall direct. Purchaser shall not transfer, sell or convey any legal or equitable interest in the Property (by assignment of any of Purchasers rights under this Contract or by option, long -term lease or in any other way) without the prior written consent of Vendor unless either the outstanding balance payable under this Contract 's first paid in full or the interest conveyed is a pledge or assignment of Purchasers interest under this Contract solely as security for an indebtedness of Purchaser. In the event of any such transfer, sale of conveyance without Vendors written consent, the entire outstanding balance payable under this Contract shall become immediately due and payable in full, at Vendors option without notice. Vendor shall make all payments when due under any mortgage outstanding against the Property on the date of this Contract (except for any mortgage granted by Purchaser) or under any note secured thereby, provided Purchaser makes timely payment of the amounts then due under this Contract. Purchaser may make any such payments directly to the Mortgagee If Vendor fails to do so and all payments so made by Purchaser shall be considered payments made on this Contract. Vendor may waive any default without waiving any other subsequent or prior default of Purchaser. All terms of this Contract shall be binding upon and inure to the benefits of the heirs, legal representatives, successors and assigns of Vendor and Purchaser. (If not an owner of the Property the spouse of Vendor for a valuable consideration joins herein to release homestead rights in the subject Property and agrees to join in the execution of the deed to be made in fulfillment hereof.) Dated this 3V day of August, 2000. GR ACRE E T RP ISE, INC. Lerq . Urhammer, President Vendor as P. Klett 1 ` Purchaser *Sy: Adele M. Urhammer, Secretary Ve r *Caroline M. Klett c Purchaser AUTHENTICATION ACKNOWLEDGMENT Signature(s) of Leroy A. Urhammer and Adele M. Urhammer STATE OF WISCONSIN a l t this 30th da of ugust, 00. ST. CROIX COUNTY L L Personally came before me this 3DIA tof 00t, 2000 the above named James P. Klett and to me signature Robert F. Wall known to be the persons whO 72 regoing instrum cknowlgdgq the d► .d . c v TITLE: MEMBER STATE BAR OF WISCONSIN signature THIS INSTRUMENT WAS DRAFTED BY type or print name Robert F wall Q Robert F. Wall Notary Public St. Croix County, . My commission is permanent. 'Names of persons signing in any capacity should be typed of printed below their signatures. [GAEIKIettLC1j Inform"n Profess 13 COM Wy Fond du Lec, VAx vn SM-665 -2021 1 oH ,. z 410, f o �� Nk a • .�. 'co a � w > �W wa GNMOD -4x