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HomeMy WebLinkAbout032-2127-20-000 / R o i MI M � \� } f . _ § ± ƒ \ / / / E $ $ § , \ k ƒ e m /c; 0 { ® \ $ / \ § G ` 2 �cn 2 / ƒ f m ^ o to to \ { CD / §± % / \ CO 8 § C ® ) k ( "WAWA / § \ Cl) 2 E ca § k � i / \ : ( N ® K CD , A ■ a . § 2 m » § 7 ( _ § § o 2 , � \ 7 CL � m � ° � � \ & a _ CD E , k / * R z E } P 2 / . z ¥ to 17 \ z § e \ 7 7 z W %/ � � } § ƒ � m I I ) � � } � J � � / � « ■ o � (D § % _o �§ \i Wiscoyin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 395211 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Barrett, Jamie Somerset Township 032 - 2127 -20 -000 CST BM Elev: Insp. BM Elev: BM Description: / (1 4 La ✓ TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark < 3. la Dosing Alt. BM �� I ✓ Ae Bldg. Sewer Holdin Ht Inlet j. Z. Z 0 t Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Z- Septic I v / � Dt Bottom s Dosing -{— ( 7 , Header /Man. S q QI Q A n Dist. Pipe / S` 9 'r • 0 0 s fy Holding Bot. System 7, 7 f? 3 ' Final Grade PUMP /SIPHON INFORM ATION 3 t /4 Manufacturer Demand St Cover / GPM Model Number - fAw 3 z9 S2 Q z , y,/ 1d%( TD H Lift Friction Loss System Head JTDH Ft (0 3 2�. Forcemain Length , Dia. Z Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PITDIMgNSIONS No. Of Pits Inside Dia. ILIguid Depth DIMENSIONS S I i 6 y SETBACK SYSTEM TO f P/L IBLDG IWELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBE Type Of System: n ±/a0 , / ' U Modei ber: DISTRIBUTION SYSTEM ra \ `f Header /Manifold Distribution x Hole x Hole Spacing Vent to Air Intake Length Z 'S `Dia 2—" Length y Dia l //Z rf Spacing —L-2- ..S (/ 2-- — �- 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 Bedlrrench Center Bedlrrench Edges Topsoil Yes A No [*Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection o #1:�/ z , 0 ,� /� Inspection #2: � / Z / O Location: 516 164th Avenue Somerset, WI 54 (NW 114 SW 1/4 9 T30N R19W) WAgker et s L' � Parcel No: 09. 1.) Alt BM Description = � if k.9k5T' 'tDk �1 %)U& & twl 2.) Bldg sewer length = q Z r - amount of cover 44, > y 3.) Contour = , 3S' -f q q , � 3 Plan revision Required? ® Yes No D� Use other side for additional informatidn. 1 L � Date Insepctor's Sin ure Cert. No. SBD -6710 (R.3/97) P k o� 0 0 1Y lZ Sanitary Permit Application Safety & Buildings Division In accord with Cotton 83.21, Wis. Adm. Code 201 W. Washington Ave. `4 �.• See reverse side for instructions for completing this application PO Box 7302 sconsfn Personal information you provide ma be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce [Privacy $ (Submit completed form to county if not state owned. Attach complete plans to the county co the , ste er not less than 8 -1/2 x I 1 inches in size. County State Sanitary N r ❑ Ch if 'sion us application State n I. D. Number �. i 3 9.2 Permit r • z C If I I. A lication Information - Please Print all Info on Location: Property Owner Name Prop Location Q tion I /4JW 1/4, S 7 T N, I� W Property Owner's Mailing Address $ Lot Number Block Number City, State Code Phone Narr� t Zip br, E,> Subdivision Name or CSM Number /�ub -�z� /YI n • 5-5082 � �'�.,; II. Type of Building: (check one) // ❑ city Q � Q / �C D�alv�S s"LL, a t7t ❑ Village 1 or 2 Family Dwelling - No, of Bedrooms : f R-Town of • Public/Commercial (describe use):_ • State -Owned Nearest Road cal ax Number{ III. T e of Permit: Check only one box on line A. Check box on line B if applicable) 5 6, ❑Addition to A) 1, ew 2. ❑ Replacement 3. ❑ Replacement of 4. Existing System System System Tank Only Date Issued B) Permit Number ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) • Non - pressurized In- ground M -Kound C.Sk fo -� ❑ Sand Filter ❑ Constructed Wetland • Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line • At-grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: .5 ST C 3 1. Design Flow (gpd) Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation FFinal Grade 2. Required Proposed Rate (GalsJday /sq. fQ (MinJinch) le v a tion 4/6 q �So o . 5d n 98 32'✓ Al VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Gallons Gallons Tanks Con- Con- glass Information New Existing crete structed Tanks I Tanks ®— ❑ [1 C1 ❑ ,a &C kland Lkle6e cc,,, fa- l 7S0 / lc', cSe/ �rt VIII. Responsibility Statement 1, the undersi ed, assume respon sibili for installation POWTS shown on the attached plans. Business Phone Number Plumbers Name (print) Plum Ps Si a s): MP/MPRS No. z?SD36 386-80-Z Plum r s Address Street City, State, Zip Code /D 70 7 son t 1, 6V016 IX. County/Department Use Crnly ❑ Disapproved Sanitary Permit Fee 7(Includess Groundwater Date Issued Issuing Agent Signature (No stamps) lk Approved ❑ Owner Given Initial Adverse Surcharge Fee) ,(� �— Determination 3 l X. Conditions of Approval / / Reasons for D !ve ira 50- ,r4l a-,& Ser,)ke c� re ✓ iv.a r. u �etc]�a,+ -er S tlt coyer d Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 hsconsin #: (608) 264 -8777 erc www.comm www.wisconsin.gov .wisonsin.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary July 30, 2001 CUST ID No.225036 ATTN: POWTS Inspector ZONING OFFICE MICHAEL P MC DONELL ST CROIX COUNTY SPIA 340 PAULSON LAKE LANE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/30/2003 Identification Numbers Transaction ID No. 662935 SITE: Site ID No. 633398 JAMIE BARRETT Please refer to both identification numbers, 164TH AV above, in all correspondence with the agency. TOWN OF SOMERSET ST CROIX COUNTY NW 1/4, SW 1/4, S9, T30N, R19W LOT: 6, SUBDIVISION: WAGNER ESTATES FOR: DESCRIPTION: TWO BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 803723 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.01 /01) and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST (0 1/8 1) • 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 Vllt of the mound manual, and the pressure distribution component manual are complied with. A copy of this letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. • The upper edge of the cell is to follow the 97.58 foot contour. The orientation of the cell is to follow parallel to the surface grade contours on sloping sites. This is stated in Table 2 of the mound manual, and Comm 83.44(6)(a)2. • The changes made to this plan on 7/30/01 by this reviewer were acknowledge and approved by the system designer. MICHAEL P MC DONELL Page 2 7/30/01 • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). In addition, the owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • 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/instal lation/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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 Charles L Bratz 3 POWTS Plan reviewer 11- Integrated Services WiSMART code: 7633 (608) 789 -7893, Mon. -Fri. 7:45 AM to 4:30 PM cbratz@commerce.state.wi.us cc: JAMIE BARRETT MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Jamie Barrett 3 bedroom residential mound Owners Name: Jamie Barrett Owners Address: 916 South 4th Street Stillwater, MN 55082 Legal Description: NW1 /4SW1 /4, Sec. 9, T.30N., RAW RECEIVED Township: Somerset JUL 18 2001 County. St. Croix Subdivision Name: Wagner A FETY & BLDCS il�V Subd a9 ner Estates Lot Number: 6 Block Number: na Parcel I.D. Number: 032 - 2127 -20 -000, ID#9.30.19.1134 Plan Transaction No.: Page 1 Index and tide Page 2 Data entry CaftMonafly Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications APPROVED Page 6 Management and contingency plan OF �1E� Page 7 Pump curve and specifications Page 8 Site Plan SEE CORRESPONDEiN Page 9 Soil Evaluation Report Designer: Mike McDonell License Number: 225036 Date: 07/13/01 Phone Number: 715- 386 -8692 Signature: k4 g�aw Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.0 (03/01/01) Page 1 of 9 1 §� '� � � 5 e '� f'� t � . i �M �� Ii . .. , x rs Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 8344 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) caiform of - 36 inches. 450.00 Design Flow (gpd) 8.00 Site Slope ( %) 97.57 Contour Line Elevation (ft) 27.00 Depth to Limiting Factor (in) 0.50 In -situ Soil Application Rate (gpd/fe) Distribution Cell Information 90-001 Dispersal Cell Length Along Contour (ft) = 5.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest lnt in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) c Center or End Manifold 2.50 Lateral Spacing (ft) If N above, enter the elevation ft 4 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) = 6.25 fe /orifice 2.00 Forcemain Diameter (in) 120.00 Forcemain Length (ft) Does the forcemain drain back? Y 85.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 19.57 Forcemain Drainback (gal) 12.82 Vertical Lift (ft) 81.25 5x Void Volume (gal) 2.28 Friction Loss (ft) 100.82 Minimum Dose Volume (gal) l 21.60 Total Dynamic Head (ft) 29.66 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 x 1.50 x x 1.25 x 2.00 1.50 x x 3.00 2.00 1 3.00 1 x Gallons /Inch Calculator (optional) Treatment Tank Information 750.36 Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) 37.00 Total Working Liquid Depth (in) Wieser Concrete. Manufacturer 20.28 gal/in (enter result in cell B49) Dose Tank Information Effluen Filter Inform ation 750.00 Dose Tank Capacity (gal) Zabel Filter Manufacturer 20.28 Dose Tank Volume (gal /in) IA100 Filter Model Number Wieser Concrete Manufacturer Project: Jamie Barrett 3 bedroom residential mound Page 2 of 9 Mound Plan View :0: J 1 1 B . Observation Pipe 3 K T_ - - Q�:: . 5 1 A W F : -• g - I d. ............... y L Mound Component Dimensions A 5.00 ft E 13.80 in H 1.00 ft K A19.58 ft B 90.00 ft F 9.50 in 1 9.64 ft L ft D 9.00 in G 0.50 ft J 4.94 ft W ft 450.00( ) Dispersal Cell Area 1317.43 (ft Area Available 5.00 (gpd/ft) Linear Loading Rate 9.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.11 (ft) H I F ; : ; Dispersal Cell 98.82 ( I (f t) Latera 98.32 (ft) —► — Invert Dispersal Cell Elevation E D - '!'= % , - i 1 r > > i. J i. Vii, i.. � _ i .. %.. .. . .. , . !. i ... • • . 9 .57 (ft) Contour Elevation 8.0 % Site Slope Geotextile Fabric Cover Shading Key m $ T Dispersal Cell See lateral details on 01 Topsoil Cap c a 1.5 ft • •• . Page 4 for number, c 5 © rrrrr Subsoil Cap m :: size, and spacing of ASTM C33 Sand F laterals. Laterals are Z 0.5 ft Typical Lateral Tilled Layer � m ''''' equally spaced from �► Q 0 Aggregate a $ � ��• � the distribution cell's �-- A centerline in the distribution cell (AB). Project: Jamie Barrett 3 bedroom residential mound Page 3 of 9 Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at ang point. Laterals are identical S I P AL/_ •= Turn -up vdball valve or IF X -)1+x I x12 +1 Laterals & force main of PVC Sch 40 clean out plug per COMM Table 84.30 -5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 44.28 ft Orifices per Lateral 18 Lateral Spacing (S) 2.50 ft Orifice Density 6.25 ft /orifice Lateral Flow Rate 7.41 gpm Manifold Length 2.50 ft System Flow Rate s? 2x3:66 gpm Manifold Diameter 1N in Total Dynamic Head 21.60 ft Forcemain Velocity 3.03 1 ft/sec Dose Tank Information wing cover with warn label and locking device and sealed watertight Electrical as per NEC 300 and --► 4 in..min. Comm 16.28 WAC VDisconnect Tank component is properly vented E -- ARe location ion outlet Forcemain diameter Wieser Concrete. Manufacturer 2 in. Capacityl 750.00 Gallons Volume 20.28 galfinch A Weep hole or anti - Dimension Inches Gallons B siphon device A 1-BW :-372 W 5' C B 2.00 40.56 P� ump off e levation (ft) C 44a -qm l (. Y t 1 1 86.00 D 12.00 243.36 D Total 36.98 750.00 Dose tank elevation (ft) 3" Bedding uncrer tank. F 85.00 Alarm Manuafacturer LevelArm Alarm Model Number I DLV Pump Manufacturer JZoeller Pump Model Number #-a7 7 Pump Must Deliver 29.66 gpm at 21.60 ft TDH Pa 4 of 9 Project: Jamie Barrett 3 bedroom residential mound 9e Mound System Maintenance and Operation Specifications Service Provider's Name J. Thompson, POWTS INSPA4819 Phone r 5- 248 -3271 POWTS Regulator's Name St. Croix County Zoning Phone 15-386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Ma)dmum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Ma)dmum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ff Ma)dmum FOG 30 mg/L Type of Wastewaterl Domestic Ma)dmum Fecal Coliform >10E4 cfu/100 m Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthl Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. Al gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished •.� •����..�. •........����•.• ... Grade 6-8" Diameter Lawn I Threaded Cleanout Sprinkler Valve Box 7 Plug or Ball Valve Distribution Lateral `�y Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Jamie Barrett 3 bedroom residential mound Page 5 of 9 I Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and 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 kxmger used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shah 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. 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 tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet fitter shall be assessed at least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the fitter when removed from its enclosure. If the fitter is equipped with an alarm, the fitter 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. Pump Tank The pump (dosing) tank shalt 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 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 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 as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg1L TSS, and 30 mg& FOG for septic tank effluent or 30 mg/L BOD 30 axA TSS, 10 mg/L FOG, and 10` cfu/100 mL for highly treated effluent. Influent flaw 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 test is performed it should be compared to the initial test when the system was installed to determine if 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 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. 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 proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) 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 absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page) of this plan for the name and telephone number of your local POWTS regulator and service provkW. Project: Jamie Barrett 3 bedroom residential mound Page 6 of 9 HEAD/CAPACITY CURVE EFFLUENT and DEWATERING WARNING: Model 18514185 should not be subjected to less than 30 feet TDII. TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE � ss•ss L, I�--. � v AWES — _ 43 41 _ 1741 11 U74)1 _16014140 16114161 16314167 165 -165 16La115 _11614116 — 11-4111 11114111 71. M. Gal. LUs, Gal. L61. Gal. L1a Gal. LI>t Gal. Lva Gal. ltra G al. L" Gal. Lln Gal. Lba G 41. lln, Gal. LM. Gal. L". Gal. Ltn. Gal lh 1 40-- s 1.62 11.S 12 21 106 41 163 12 271 13 152 14 SS6 101 601 11 2)1 19 ) - - sl 270 +ss sal ISS S41 43 111 4 10 )A6 1)1 SO 7] IT H 121 61 231 79 100 10 311 loo 371 61 V1 11 721 s4 no RI s60 Isl 677 as 170 1 35-- Is 1. 1_ 1 }4_ _1L 17 11 7Z 15 110 61 jai _3 114 91 60 Py 60 221 $e In 142 7 Iu 1 as 170 2 0 6.10 21 1 7 11 2S 11 36 131 )) 276 12 310 59 227 60 227 sl 220 176 SIS 110 $30 as 171 40 1 3 25 W 1 30 63 231 74 210 57 211 $1 22) sl 220 124 6N 1)) $at 45 171 )o 1.14 $) 201 6s 246 ss 216 so 221 1a 311 so 22e 171 414 127 ui as nt 4 1211 30 111 46 171 6 17 1 sf 211 75 211 $I no los 317 114 431 45 Ile 38 1 2 SO Isl _ 2+ 10 51 12S 51 111 sl 219 se 221 10 341 100 379 a 170 10 1111 — Is ST 43 let 56 116 so n0 71 211 Is 32 AS 110 1 2 70 213' )0 111 Io 31 57 +11 SI Ill 70 261 AS 171 36 191 l0 26 n _— - -- — -- — — a 0 — — 4s _ne :e +oe s. 2a 4 s 170 l 11 171 7 1 11 110 4 170 100 30,44 - 21 71 34 40 110 i!1 110 1200 -- 1 71 a )o )o n1 -- _ 20 71 32 1 05 uo n. 0 - -- -- -- —� _ — _� -- _ a _36 Lab Valve. 21.4' 21' Ills' 27' 26' 46' V 56' 66' et 7)' 115' 91' 112 17� - -- 100 30 — — — — - -- 95 _ 28 90 _ 186, 26 85 4186 _ 165, 24 80 4165 — 75 2 2 -- + 70 20— _ 65 — — 18 60— 163, 4163 189, 55— 4189 — 16 SO— — 14 x5 12 40— _ 140, 188, 35— 4140 4188 10 30 137, 185, — -- - — — - - -- 8- 25 139 4185 .Zl 60 E -- 15 10 2 5 a3 48 53,55 — -- 161, 57,59 1 1 98 4161 J L GALLONS 10 201 1 0 401 50 60 70 80 90 400 110 120 130 140 150 160 I _RS 80 160 240 320 400 480 560 640 0 FLOW PER MINUTE � 4: mu.n u /y I-IaZe- r e� 4 /-ed. V09977 Note: For Head Capacity on Model 112, industna iumn- explosion pr000f pump, see FMO219. (v of 1 _� c.Jc�ne E5Ea L �¢rVa{r7rn ,B : T /o�S e. 6 /�V af� ✓�nu� 1 0 , , 6 Pa. 4 022 -.vz z ♦ E /eda£ 6 -cm E"lp- = 9D 39. z� 0' /9. // JF Proposed 1, coo Cohc reAw- q ,-Sd,. y , y C. Sc * 1t.��v7 ark /X -�� Ficci /e�in s2i.lw. Q FF /u eN � Fy �.� E v Gct /e gene rvl�K Tp oF% %e -bar. s ,0 ,e, Comm, �,�,E 6eale y0' /�ssurneol e% /do.cV." god, _ ioisa; y'f457W- .b 303y e{P /u•" E /, e Pr•opo.5ed 3 bdrm 1�ro posed 750 9a.P re S� de►1ce P : `] rcemaiq. iCJ \ o \ a � P ,")Posed ntou -17-( a.f \\ S'x 9o'c.b�r��on ee /1. F�Kr•(� /i /a�erQ(S, �, 97 �� yy.,tB w�%�ori�%'c�s S,eaceo/cc� \ \ �\ 30 Bz g7'o' 3 0 a`_ 1435 Wisconsin Department SOIL EVALUATION REPORT page t of 3 - Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Sal & Site Evaluations Attach complete site plan on paper not less than 8' %x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference pant (BM), direction and -- -- - -- - -- - -- - -- - - - percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I. D. 03 - 2 127 -20 -000, ID #9. 30.19.1134 Please print alllnforrnatlon. Reviewed By - - - -- -- - -- Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Ja Ba rrett Govt. Lot NW 1/4 SW 1/4 S 9 T 30 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 916 South 4th Street 6 Plat Of Wagner Estates City State Zip Code Phone Number _J City `J Village V Town Nearest Road Stillwater MN 1 55082 1 651 -351 -7922 Somerset 164Th Avenue V New Construction Use: W1 Residential / Number of bedrooms — 3 Code derived design flow rate 450 GPD — I Reptacement �j Public or commercial - Describe: Parent material Glacia Till _ —__ _ —_ Flood plain elevation, if applicable General comments and recommendations: Mound system elev. = 98.32' at 9" above 97.57' contour. Boring # �j Boring g Pit Ground Surface elev. 9 8.05 - ft. Depth to limiting factor ___ 30 i in. Soil Application Rate Horizon '' Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots — GPD / ft'_____- i *Eff#1 'Eff#2 1 0 -12 1Oyr4/2 n sil j 2fsbk ds cw 2f,1m 0.5 0.8 2 12 -19 1Oyr4/3 none sll 2msbk ds cw 1f &m 0.5 i 0.8 2msbk mfr cw 1f 0.5 0.9 - 3 19-30 1 1 O r4 /4 no sl - - - -- - - - - -- j - 4 30 -51 7.5yr4/4 f2d 5 r5/8 scl 2msbk mfi 1 f 0.4 0.6 2 Boring # Boring sm Pit Ground Surface elev. 97. 13 ft. Depth to limiting factor _._ - 27" in. Soil Application Rate Horizon Depth Dominant Color =ption Texture Structure Consistence Boundary Roots GPDIft'_ j `Eff#1 _ -Eff#2 1 0 -15 !; 1 Oyr4 /2 none sit 2fsbk ds cw 2f,1 m 0.5 0.8 2 15-27 0 . 5 1Oyr4 / 3 none sl 2msbk ds cw 1f &m 0.9 3 27-46 1 1 Oyr4 /4 f2d 7.5yr5/8 sl 2msbk mfr cw if 0.5 0.9 4 46-58 7.5 r4 /4 scl 1 csbk mfi - 1 f 0.2 0.3 f2d 5 r5/8 I Effluent #1 = BOD ? 30 < 220 mg/4 and TSS + 150 mg/L #2 = BOD , 30 mg/L and TSS < mg/L CST Name (Please Print) Sign re: CST Number James K. Thompson S-- 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson lake Lane, Osceola, WI 0 7/12/01 715- 248 -7767 Property owner Jamie Barrett Parcel ID # 032-2127-20-000, ID#9.30.19.1134 page _._ 2 of 3 F3 ] Boring # Boring Pit Ground Surface elev. _96.25 ft. Depth to limiting factor 30" in. =Apocation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Y----- — *E — f — f# 1 *Eff#2 1 0-16 1 Oyr412 none SO 2%bk ds cW 2f, I rnj 0.5 0.8 2 16-30 1 OYr4/3 none Sl 2msbk ds cw 1 Mm 1 0.5 0.9 3 1 30-42 1 0 r4/4 f2d 7.5 5/8 sl 2msbk mfr cw 1 f 0.5 0.9 4 42-53 7.5 r4/4 f2d 5yr5/8 mfi 1f 0.2 0.3 scl I csbk L ❑ ng # Boring Pit Ground Surface elev. Depth to limiting factor in. F Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 t F-1 Boring # _j Boring :_j Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ------GPZfV -------- *Etf#1 *Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < I SO mg/L Effluent #2 = BOD -i_30 mg/L and TSS <�O mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need nmtffW in an alternate format, please contact the department at 609-266-3151 or TTY 608-264-9777. Aft Q 1 - u s e'. s�� # `� �` v zb -cam E /eve = 9D•39. P a. -a 30- 19 113F ♦ E /Qdaf ,ASSQM eo( e tee /CJo. cv.' Propo - 3 W r m re s. dance 8/ �� ■ �3 ao 97 A y6.o' ion 9i 62 q>.o� 3 0 p�.3o�3 1435 Wisconsin Department of Commerce SOIL EVALUATION REPORT pap I d 3 Division of Safety and Buildings in accordance with Cornrnn 85, Wis. Adm. Code A.C.E. Sal & Site Evaluations Attach complete site plan on paper not less than 8'/ x11 urines in sae. Plan must Cw* St. Croix include, but not limited to: ver ical and horizgntal reference poeft"), direction and percent slope, scale or dimemsions, norlirarrow, and location and distance Parcel I.D. 11 to nearest road. 032- 2127- 20 -000, 113#9.30.19.1134 Please ppq6 al h1forriation. Date Personal information you provide m !Ze for ! ` (Pdy"taw, s. 15.04 (1) (m)). Z I Property Owner $ roperty Location Jamie Barrett Owt. Lot NW 1/4 SW 1/ S 9 T 30 N R 19 W Property Owners Mailing Address < ..a # Block # Name or CSM# t � Subd. 916 South 4th Street s N� �� 6� Plat Of Wagner Estates city CIV@?purrtber I City _j Village _0 Town Nearest Road Stillwater MN 65.35 f A�9?,2' Somerset 164Th Avenue J New Construction Use: sM Residential / Au . / d bedrooms 3 Code derived design flaw rate 450 GPD J Replacement _ I Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable na General comments and recommendations: Mound system elev. = 98.32' at 9" above 97.57' contour. a Boring # I Boring im Pit Ground Surface elev. QV8.05 ft. Depth to knifing factor 30" in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfF 1 0 -12 10y r4/ 2 none Sill 2fsbk ds cw 2f,1m 0.5 0.8- 2 12 -19 10yr4/3 none sill 2msbk ds cw 1f &m 0.5 ✓ 0.8 ✓ 3 - 19-30 10yr4/4 none sl 2msbk mfr cw If 0.5 V 0.9 ✓ 4 30-51 7.5yr4/4 Pfd 5yr5 /8 scl 2msbk mfi - if 0.4 ✓ 0.6 a Boring # Boring td Pit Ground Surface elev. 97.13 ft Doh to limiting factor 27 " in. Sod App6cotion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ~E GPDNe 1 0 -15 10yr4/2 none Sill 2fsbk ds cw 2f,1 m 0.5 0.8 2 15 -27 10yr4/3 none sl 2msbk ds cw 1f &m 0.5 ✓ 0.9 ✓ 3 27-46 10yr414 f2d 7.5yr5/8 sl 2msbk mfr cw If 0.5 0.9 ✓ 4 - 46 -58 7.5yr4/4 f2d 5yr5/8 scl lcsbk mff - 1f 0.2 ✓ 0.3-/ ~ Effluent #1 = BOO 5' 30 < 220 mglL and TSS 4 <150 mg& #2 = BOD <30 mgrL and TSS <-30 mglL CST Name (Please Print) S CST Number James K. Thompson 3602 Address AC.E. Soil &Site Evaluations ' -- Date Evaluation Conducted Telephone Number 340 Paulson Lake lane, Osceola, WI W2 7/12/01 715- 248 -7767 Properly Owner Jamie Barrett Parcel ID # 032 - . 2127 -20 -000, ID*9.30.19.1134 Page 2 of 3 F 3 ] Boring Boring # 0 Pit Ground Surface elev. 96.2 _ ft. Depth to limiting factor 30" in. Sail Application Rate Horizon Depth Dominant Color Redoc Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0 -16 10yr4/2 none sit 2fsbk ds cw 2f,1m 0.5 ✓ 0.8 ✓ 2 16 -30 10yr4/3 none sl 2msbk ds cw 1 f &m 0.5 0.9 ✓ 3 30-42 10yr4/4 f2d 7.5yr5/8 si 2msbk mfr cw If 0.5 0.9 ✓ 4 42 -53 7.5yr4/4 f2d 5yr5 /8 scl 1 csbk mfi - 1 f 0.2 ✓ 0.3 F-1 Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Applic Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW *Eff#1 *Eff#2 F-1 Borin # _j Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Apron Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPMV *Eff#1 *Eff#2 * Effluent #1 = BOD 30 < 710 mglL and TSS >30 < 150 rnWL * Effluent #2 = BOD <30 rnWL and TSS <_W mglL The DeparUnent of Commerce is an equal opportunity service provider and employer. If you need assistance to access services of need material in an altennfe fommi, please contact the deem n m at 60 8466 -3151 or TTY 605- 2644777. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND 2 OWNERSHIP CERTIFICATION FORM Owner/Buyer ��I am ; M Mailing Address 916 "o VC 5`6 - Property Address S/� /e, �/ " Ixe • /S W/ (Verification required from Planning Department for new construction) 9.3 /9. i /3Y City/State ��'� �/ 5y 0 2 5 Parcel Identification Number 032. - 2127-.20 -0 LEGAL DESCRIPTION Property Location / %4, S W '/4, Sec. _, T 3 N -R_Zf_W, Town of Subdivision _ u Lot # Certified Survey Map # Volume . Page # Warranty Deed # . Volume , Page # Spec house ❑ yes P'n'o Lot lines identifiable Dyes ❑ 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, restrictedplumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal 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 ur septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days e th e expiration date. ,-�� SI 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 prop scribed above, by virtue of a warranty deed recorded in Register of Deeds Office. / Q? fl SI ATURE 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 /ot � �° /a-� off' �� Es�� -Fes, ■ �; � Al � nu.� r P Elev = 90 39. 10a. ''092 - .2J2 7- 'i -cam ♦ E/eda -W ss, � - 9.30. 113F z N ,Assumed e lect`= ido.ov.' Prop rm re ->.denee 8I ■ �3 0 97. ♦ 9i 6.2 qro' 990 ` a 3 d a p� 30 -C3 'r /O yl i..�c,v'�1PASE 602 STATE BAR OF WISCON.MN FORM 2.1999 4& 44924 WARRANTY DEED KATHLEEN H. WALSH Document Number REGISTER OF DEEDS 5T- CROIX CO. WI This Deed, made between N ottingham Development, LLC RECEIVED FOR RECORD byGreg Johnson, its sole member, 05 -08 -2001 9:30 AM WARRANTY DEED Grantor, and J amie Barrett EXEMPT # — — CERT COPY FEE: COPY FEE: TRANSFER FEE: 131.40 RECORDING FEE: 10.00 PAGES: I Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croi County, State of Wisconsin (if more space is needed please attach addendum): Recording Area Lot 6, Wagner Estates in the Town of Somerset, St. Croix County, Name and Rem r���I Wisconsin. Kti C IS LAND ESTREEN & OGLAND 304 Locust Hudson, Wi 54018 Pt 032-2127-20 Parcel Identification Number (PIN) This is not homestead property. 0i) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this day of May 2001 n t m Develop nt, , - — + + Greg Johnson, it le me ber + r AUTHENTICATION ACKNOWLEDGMENT Signature(s) Nottingham Development, LLC, by Greg Johnson, STATE OF WISCONSIN ) its sole member, ) ss. County ) authenticated this day of May 2001 Personally came before me this _day of the above named + Kristins Ogland TITLE: MEMBER STATE BAR OF WISCONSIN per ) — -- (If not, to me known to be the son(, who executed the foregoing instrument and acknowledged the same. authorized by C 706.06, Wis. Slats.) THIS INSTRUMENT WAS DRAFTED BY Attorney risti O land y g Notary Public, State of Wisconsin Hudson, l 16 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) + Names of persons signing in any capacity must be typed or printed below their signature. kd Pro it w.i. Cemp.ny, Fad a, lac, s^n STATE BAR OF WISCONSIN E100-655-2021 WARRANTY DEED FORM No. 2 -1999 I •,' ' • y ' r•. •rri "•',�` 'C � xlY�y�� ?may �, yy`, r�1s µ , �- � 1 � � +, ..• J i •i'•5•I. +�fry I I p ��5�' 65 r *. r, - esT WW1 /4 AND 'THE t iN TOWN OF SOMERSET! ST ION 'i. T30N �i1 �W� : ap�ra a LAMM r ` s loa boo.. Zoo . S89027 #08 "E 1996,36' EAST 'VEST 1/4 LTW OF SECT' 9 : - f.8 - NON -NAVn WEB : �lIR�►1NA : Z0' �. :;.. .... ... , 2 AORM SO FT Mv (( � R �� 1 �- � az ��� �� ,� 3 �� ,w � �-� scW �, bl�� i3 603588 8 6? e 5 Z 7 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI STATE BAR OF WISCONSIN FORM 1 - 2000 RECEIVED FOR RECORD Document Number WARRANTY DEED 08/16/2005 12: 05PH THIS DEED, made between Jamie Barrett, aka James P. Barrett, aka WARRANTY DEED Jamie P Barrett, a single person Grantor, and Bruce R. Meskill and EllE1tPT # Cynthia M Meskill, , husband and wife as survivorship marital property, REC FEE: 13.00 Grantee. TRANS FEE: 975.00 COPY FEE: Grantor, for a valuable consideration, conveys to Grantee the following CC FEE: described real estate in St. Croix County, State of Wisconsin (the PAGES: 2 "Property"): SEE ATTACHED EXHIBIT A Recording Area Name and Return Address: Land Title Inc 1900 Silver Lake Road Suite 200 New Brighton Mn 55112 Together with all appurtenant rights, title and interests. OJ Q . q? l a 7 - o2 0 ' 0 C- Parcel Identification Number (PIN) This t „crfi homestead property. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Dated this 24 of Ma . * J e Barrett * AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF MINNESOTA ) WASHINGTON COUNTY. ) ss. authenticated this 24th day of May, 2005 Personally came before me this 24th day of May, 2005 the above named Jamie Barrett, aka James P. Barrett, aka Jamie P * Barrett , a single person to me known to be e person(s) who TITLE: MEMBER STATE BAR OF WISCONSIN executed the fore g instrur and zkno ged the same. (If not, authorized by § 706.06, Wis. Slats.) ancy J. Lentz THIS INSTRUMENT WAS DRAFTED BY Notary Public, State bf Minnesota My commission is permanent. (I not, state "piration date: ) ,.A Larry Mountain, Attorney, 1900 Silver Lake Rd #200, New Brighton, MN 55112 (Signatures may be authenticated or acknowledged. Both are not necessary.) �� f ' . NANCY J. LENTZ *Names of persons signing in any capacity must be typed or printed below their signature Notary Public- Minnesota my commlaskm t x lm Jan 31. 2010 WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 1 -2000 EXHIBIT A Lot 6, Wagner Estates in the Town of Somerset 7 L in Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, W is. Adm. Code A.C.E. Soil &Site Evaluations Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimensions, north arrow, and location and distance to nearest road. parcel I.D.# APPLICANT INFORMATION - Pi s AJr k All info ation, 032 - 2035 - 10 ID#9.30.19.60 Personal information you provide may be us oP Za pur ses (Privacy w, s. 15.04 (1) (m)). Reviewed By Date Property Owner Property Location Gay len Schilling, B i er: Gr .3ohnson Govt. Lot NW 1/4 SW 1/4 S 9 T 30 N,R 19 W Property Owner's Mailing Address r A r ° Lot # Block # Subd. Name or CSM# `' Plat Of W 448 150th Avenue 6 Estates City S e -- zip Code Phon�'46mber City Village ETown Nearest Road Somerset ` W ' S402�c 449 Somerset SoThstreet New Construction Use: %Ejeild�enfial / Number of rooms 4 ❑Addition to existing building Replacement [] m' escribe Code Derived daily flow 600 gpd Recommended design loading rate .5 bed, gpd/ft .6 trench, gpd/ft Absorption area required 1200 bed, ft 1000 trench, ft' Maximum design loading rate .5 bed, gpd/ft .6 trench, gpd/ft Recommended infiltration surface elevation(s) 97.5'. ft (as referred to site plan benchmark) Additional design / site considerations County soil verification needed prior to submittal to Dept. of Comm. for At Grade plan approval. Paren material Glacial tilt Flood plai n elevation, if applica ble na ft S= Suitable for system Conventional Mound 71n Pressure AT - Grade System in Fill Holding Tank U= Unsuitable for system ❑ S ®U S u E U ❑ S❑ U 11 S N U ❑ S® U S OIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD1ft Boring# Horizon in Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consisten Boundary Roots Bed Trench 1 1 0 -9 10yr3/3 None sl 2fsbk mvfr as 2fn 0.5 0.6 2 9 -26 10yr5/4 None sil 2fsbk mvfr cs if 0.5 0.6 Ground 3 26 -38 1Oyr4/4 None sl 2msbk mfr aw if 0.5 0.6 elev 98.19 ft 4 38 -50 7.5yr4/4 f2f7.5yr4/6 is Osg ml gw if 0.7 0.8 Depth to 5 50 -78 5yr4/4 None scl 2mpl mfr - - NP 0.2 limiting factor 38' Remarks: - -- - - - - -- -- -- - 2 1 0 -9 10yr3/3 None sl 2fsbk mvfr as 2fin 0.5 0.6 2 9 -21 10yr5 /4 None sil 2fsb mv cs if 0.5 0.6 Ground 3 21 -30 1Oyr4/4 None sil 2msbk mfr aw if 0.5 0.6 elev 98.08 ft 4 30 -52 7.5yr4/4 None sl 2msbk ml gw if 0.5 0.6 Depth to 5 52 -77 7.5yr4/4 f2f7.5yr4 /6 is Osg mfi - - 0.7 0.8 limiting factor 52' Remarks: CST Name (Please Print) Signatur Tel No. James K. Thompson 715- 248 -7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceola, WI 54020 518100 3602 1225 PROPERTY OWNER: Gaylen Schilling, Buyer: Greg Johnso SOIL DESCRIPTION REPORT t22s Page 2 of 3 PARCEL I.D.# 032- 2035 -10 ID#9.30.19 AC.E. Soil & Site Evaluations Depth Dominant Color Mottles Structure GPD1ft Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. nsistence Boundary Roots Bed ' Trench 3 1 0 -8 10yr3/3 None A 2fsbk mvfr as 2frn 0.5 0.6 2 8 -19 10yr4/4 None sil 2fsbk mvfr cs if 0.5 0.6 Ground elev 3 19 -33 10yr4/4 None A 2msbk mfr aw if 0.5 0.6 96.17 ft 4 33 -50 7.5yr4/6 None s Osg ml gw if 0.7 0.8 Depth to 5 50 -78 7.5yr4/6 M7.5yr4/6 s Osg ml cw - 0.7 0.8 limiting factor 6 78 -91 5yr4/4 M2.5yr3/6 scl 2mpl mvfi - - NP 0.2 50" Remarks: Ground elev Depth to limiting factor Remarks: _ Ground - - -- elev Depth to limiting factor _ -- Remarks: Ground F elev Depth to limiting factor Remarks: G, IC/a,� o'e, tl--�ner r.S ■ - soil Okw vaion Af fi. o �S omer Sct S�•C/b,;! Co�u� ♦ Elev& / /) I -& SfaXe AAII N Sco./e • / •' y0 Bench YVla.I9t'� ToPo,F'Ys! j• c,ba�. ,gssLcmu:1 e-W. IMCn, A/ •S , 8z r �4 a3 v 1 N0 t ■ h 00 M ■ 8� It• o of %y` re,bar. E/ = P O pos eci d ub l i G 00.01