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HomeMy WebLinkAbout030-2095-10-000 (3)`,11 ,�H 111f 1 County - industry Services Division St Croix D S 1400 E Washington Ave Sanitary Permit Number (to be filled in by Co.) \ P P.O. Box 7162 S _ Madison, WI 53707-7162 Sanitary Permit Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary 1467 24w Street purposes in accordance with the Privacy Law, s. 15. 1 m Stats. I. Application Information — Please Print All Information Property Owner's Name Parcel # Koury & Laura Toomey 030-2095-10-000 Property Owner's Mailing Address Property Location 1467 24'h Street Govt. Lot SE 1/4, NW %a, Section 24 City, State Zip Code Phone Number Houlton, WI 54082 rrcle one) T30N R20Eor H. Type of Building (check all that apply) Lot # ® 1 or 2 Family Dwelling — N / �� G r /� I Subdivision Name NON RE5i DeN � "#&' Country Side Estates # ❑ Public/Commercial — Describe Use Block ❑ City of ❑ State Owned — Describe Use ❑ Village of CSM Number ® Town of St Joseph 111. Type of Permit: Check only one box on line A. Complete line B if applicable) A. ® New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued B. Before Expiration Plumber Owner IV. Type of POWTS System/Component/Device: Check all thatapply) ® Non -Pressurized In -Ground ❑ Pressurized In -Ground ❑ At -Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation 150 Rate(gpdsf) 375 375 95.00, 0.4 Vt. Tank Info Capacity in Gallons Total # of Manufacturer g d o U y New Tanks Existing Tanks Gallons Units U B in �, a � i.i C7 i1, Septic or Holding Tank 750 750 1 Wieser Concrete ❑ ❑ ❑ ❑ Dosing Chamber I I I 1 0 1 ❑ ❑ VH. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plu i MP/MPRS Number Business Phone Number John Schmitt 1 223760 715-760-0486 Plumber's Address (Street, City, State, Zip Code) 586 Valley View Trail, Somerset, WI 54025 VIII. Coun /De artment Use Only ❑ Approved ❑ Disapproved Permit Fee Date Issued Issuing Agent Signature ❑ Owner Given Reason for Denial $ IX. Conditions of Approval/Reasons for Disapproval Attach to complete plans for the system and submit to the County only on paper not less than n trz x i 1 mcnes in size SBD-6398 (R03/14) CONVENTIONAL COMPONENT DESIGN i?esjdenlial Application INDEX AND TITLE PAGE Project Name: Toomey 150 gpd Accessory Building Septic System Owners Name: Koury & Laura Toomey Owner's Address 1467 24th Street Houlton, WI 54082 Legal Description: SE1/4, NW1/4, S24, T30N, R20W Township St. Joseph County: St. Croix Subdivision Name: Country Side Estates Lot Number: 1 Block Number Parcel I.D. Number 030-2095-10-000 Plan Transaction No. Page 1 Index and title Page 2 Plot Plan Page 3 Septic Tank Specifications Page 4 Effluent Filter Information Page 5 System Sizing & Cross Section Page 6 EZ Flow Information Page 7 Management and contingency plan Page 8 Sanitary System Ownership/Address Form Page 9 Warranty Deed Page 10 CSM or Plat Attachment 1 Soil Evaluation Report Designer: John Schmitt Date: 9/21/2023 Licnese Number: MPRS 223760 Phone Number: 715-760-0486 Signature: ` ', In -Ground Soil Absorption Component Manual Version 2.1 May 2022 Page 1 SYSTEM PLOT PLAN Toomey 150GPD Shed Septic System Project Address: 1467 24th Street BM1 Symbol: - BM Elevation: 100.00' BM Description: Top of 2" PVC Pipe BM2 Symbol: p BM Elevation: 109.14' BM Description: Top of ground at NE lot comer Slope Gradient of Tested Area: (20%) Well Symbol (if applicable) Notes: See CSM for Complete Lot Design Flow: 150 GPD Attach design flow calculations for commercial plans: Pipe Materials / ASTM Standard Tables 384.30-3 & 384.30-5 4" SCH 40 PVC pipe ASTM- D2665 4" SCH 3034 PVC pipe ASTM-D3034 R/W 24th Street N Scale: 1" = 60' 0 60 90 120 15` BM2 c J Driveway BM1 C CD 0. E IB1ITIII I� a I I I I JT C Shed I I a (No Residential I I I 2 o- use) �I �B31 I I I 1321 I Proposed WLP750-MR 98, 96 Septic tank w/ Polylok 525 94' Existing T1- Proposed 3'x75' EZ Flow trenc El.= 95.0' Well Driveway c Existing Garage House Existing Septic System jw-OSLdlm :3TA 99tg—SZ�-008 OSL4S IM 'NO0OIVW 'Osn 9LL£M 2! No�3 L AMrmH. 1bnNdW Old3S �0 7nOd-1SOd 00/0w0 /00_w :31V0 � \�aW dOM :AG NMV :bnod-ad OS313H00031353'mbW—OSLdIM�� 0 zO JOrQY (n z C w m wwCL �i=p o0 z W J a U) IZ U o 0 m cn w w z < aI U Ln U a a JJU `5 o v o U W Oin w Im ZO LJ a o L,< W a) 0 c v 5 5 3 LL J >0>Gm v Qw W mOV NOpQ go Lu it W It Q ¢ZN p a eN O NM� Q LLJ Hc N °° Z LU O 0YW Q F- 0 a s �< in �F�1 Q a z J MO Ni OQI \ Mi���� O =U L;j0ZCD o0===0 V) Q~ wQZW wm� Xz c�Un NQ 30 =aaV"Qz�� Z O z a FJ U~o 00 woww ) V�z3mU=om� ~I`w n 0 uj z - z - a J o m -i H U H U J Q LJ L I Q H U) U It rA a36inO3N sv w „ot J H O , ..fL � o a I- Z W 2 W a W N _N U N Q ui W W U X w w O uj ui H- w O H- O W LA- Q D W N Y Page s POLYNOX—Inc. Innovations in Precast, DrainageG Zabel"& Wastewater ProductsA Division of Polylok Inc. PL-525 Effluent Filter PL-525 Filter The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank. Features: • Rated for 10,000 GPD (gallons per day). • 525 linear feet of 1/16" filtration. • Accepts 4" and 6" SCHD 40 pipe. • Built in gas deflector. • Automatic shut-off ball when filter is removed. • Alarm accessibility. • Accepts PVC extension handle. PL-525 Installation: Ideal for residential and commercial waste flows up to 10,000 gallons per day (GPD). 1. Locate the outlet of the septic tank. 1/16" Filtration Slots Alarm Switch 4 10,000 GPD r'f (Optional) <:�-�=I Accepts 1" PVC tension Handle Rated for 10,000 GPD 525 Linear Ft. of 1/16" Filtration Slots 2. Remove the tank cover and pump tank if necessary. Accepts 4" & 6" 3. Glue the filter housing to the 4" or 6" outlet pipe. If SCHD 40 pipe the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to center filter. 4. Insert the PL-525 filter into its housing. 5. Replace and secure the septic tank cover. PL-525 Maintenance: The PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing should be done by a certified septic tank pumper or installer. 1. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed. 4. Pull PL-525 cartridge out of the housing. 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted. 7. Replace and secure septic tank cover. Certified to NSF/ANSI Standard 46 4 Gas Deflector Automatic Shut -Off Ball L i Outdoor SmartFilter® Alarm Extend & Lok'" Polylok, Zabel & Best filters accept Easily installs the SmartFilter® switch and alarm. into existing tanks. Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: 203.284.8514 www.polylok.com Page 4 lU O) m U co j C W N c c F- rn Y ii Lfi m C: N Lo U N a a y � <n to w U U �, r o C)O >O LEJ 7 Lj w Q m w T- I.L Q O Q � U cr W W .c •N .� C) W Q L 70 U � Q�/ ry O icu Z C;D > O W l� E V z 1 mm �� mo Uw U m U z c 0C o� a =� LLE � LU v cl LU :� • v= a m •� 0 v � my LU mao m m v m Z;(n m m � a m to C 'm 0 i m O a s( X m m .a 0 0 V p d `0 U R N = w U > C M Z -� Z N E w O U c N w JUG QW p U Z Ivy .� � O } m }� E— d co a NO I.L. ui U r w w O U O co PAGE 3 OF 4 O C'M .Q Ei ri (0 I II U O r i II U Z�� #— > U C) Z I tl A t y O U C � a E- C: w mF _ 'Q p = ov co N `� a r C w m J E O C a Lo MI MI I 11 C C a a W W /Lo N V N U C C � 7 o W coLo c") II II N Q w 0 cu - o � a) Oa W wa� II a� L U C N Lf') I` M X L U Iz Q (A LLl N N O Q 0 a If Page 5 Installation Instructions for AEZflbyOZUTM EZflow Systems in Wisconsin FILTRATOR ........................................................................................... Wisconsin Department of Commerce, Safety and Buildings 5. The Absorption area (SF) necessary for a given site shall Division, has reviewed the specifications and/or plans for this be sized based on maximum daily sewage flow (GPD) and product and determined it to be in compliance with chapters the Permeability for the site. If certain criteria is met, the Comm 82 through 84, Wisconsin Admin. Code, and Chapters EISA sizing can be used in Wisconsin, resulting in a 40% 145 and 160, Wisconsin Statutes. All sites must meet the Site ; smaller drainfield. & Soil Conditions & Locations & Isolation distances as noted in local regulations. 6. Place EZflow bundle(s) in the EZflow configuration ap- proved by system design permit specified for the particu- The approved products are 1203H (3-12' bundles with pipe in lar site. The top or center -most bundles containing pipe center bundle in 5' or 10' lengths) and 1203HP (3-12" bundles are joined end to end with an internal pipe coupler. Any with pipe in each bundle in 5' or 10' lengths. additional aggregate only bundles that may be required, • should be butted against the other aggregate -only bun - A single pipe bundle contains a four inch perforated pipe sur- dles and do not require any type of connection. rounded by EPS aggregate and is held together with poly- ehtylene netting. A single aggregate bundle contains aggregate 7. The top of each GEO cylinder contains a filter fabric pre - only and is held together with polyethylene netting. ; manufactured in between the netting and aggregate. The • fabric is inserted to prevent soil intrusion. The installer Materials and Equipment Needed shall make sure the the GEO is positioned upward and is • EZflow Bundles : in contact with the fabric contained in the adjacent cylin- • EZflow Geotextile Fabric der before backfilling. • EZflow Internal Pipe Couplers • Pipe for Header and Inlet : 8. The EZflow Drainfield Systems should be installed in a • Backhoe/Excavator level trench in all directions (both across and along the ' trench bottom) and should follow the contour of the ground Installation Instructions surface elevation (uniform depth), with all continuous The instructions for installation of EZflow products are given adjoining 10-foot cylindrical bundles placed end to end, below. This product must be installed in accordance with state with central bundle distribution pipe interconnected, rules defined in chapters Comm 82 through 84, Wisconsin Ad- without any dams, stepdowns or other water stops. ministrative Code, and Chapters 145 and 160, Wisconsin Stat- utes, as well as the local health department's current design 9. The trench top shall be graded such that water will not manual. pond. Backfill should be seeded or sodded immediately after completion to reduce erosion. 1. After the local health department has determined sizing, configuration, and layout for the EZflow systems, stake 10. EZflow EPS bundles are flexible and can fit in curved or mark with paint the location of trenches and lines. Be ; trenches as may be necessary to avoid trees, boulders, or careful to set correct tank, invert pipe, header line or dis- other obstacles. tribution box and trench bottom elevations before instal- lation of pipe bundles. 1 1. EPS aggregate is lighter than water, therefore, it might • be expected that natural buoyancy forces would tend to 2. Remove plastic EZflow shipping bags prior to placing ; cause EZflow assemblies to float out of ground when bundles in the trench(es). Remove any plastic bags in the ponding occurs. Field experience has shown, however, trench before system is covered. that this is not a problem when systems have a minimum • of 6" of soil cover as recommended by manufacturer. 3. This product must have geotextile fabric that meets re- quirements of s. Comm 84.30 (6) (g), Wis. Adm. Code, ; installed directly on top of the product and extending 1203H-GEO down along the sides of the product to a point at least six inches from the bottom of product. ---- Geotextile Barrier Material 4. When installed in a trench, the trench should be dug to a width of 36 inches. This not only saves labor in excava- 12, _ tion, but also provides better load -bearing capacity after backfilling is complete. ' 36' -� ...................................................................... . ................ Page 6 PAGE 4OF4 In -ground Gravity Management Plan IMPORTANT: The owner of this in -ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow = 150 gpd9 1301135 < 220 mgL'; TSS :5 150 mgL'l; FOG :5 30 mgL"' Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) o material fatigue (i.e., leaks, breaks, corrosion, etc.) o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes) o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell prior to dosing o dosing irregularities - if applicable (i.e., pump re -cycling, float switch settings, etc.) o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms. etc.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification) o surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis. Stats. when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code. Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12 months. System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company: Schmitt & Sons Excavating, Inc. Phone: 715-760-0486 Local government unit: St. Croix County Community Developement Phone: 715-386-4680 Local government unit address: 1101 Carmichael Road, Hudson ZIP: 54016 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. Admin. Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384, Wisc. Admin. Code. Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed in -ground dispersal component may be abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils. System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc, Admin. Code. Page 7 ST C o.l- AUNTY SANITARY SYSTEM File#: Office Use Only OWNERSHIP/ADDRESS FORM Created212021 Community Development Department will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system! This information will be provided as part of our ongoing efforts to protect public health, your well, groundwater, surface water, property values, and county resources. Once approved, this completed form and educational information will be sent to you by email. If you would like to view your issued sanitary permit online, you can do so by using the Property Files Scanned weblink. OWNER/BUYER INFORMATION Owner/Buyer Koury & Laura Toomey Mailing Address 1467 24th Street City/State/Zip Houlton, Phone Number (required)651-278-3317 Email Address(required)rschmidt7906@gmail.com Parcel Identification Number 030-2095-10-000 (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Property Location SE /4 , NW '/4 , Sec. 24 T 30 N R20 W, Town of St. Joseph Subdivision Plat: Country Side Estates , Lot # 1 Certified Survey Map # Plat Volume Page # Warranty Deed # 980619 (before 2006)Volume Page # Number of bedrooms NA Spec house 0 yes ■ no Lot lines identifiable o yes 0 no New Property Address (Staff Initials) OFFICE USE ONLY (Verification of new address required from Community Development Department for new construction.) (Date) This form must be submitted with all Private Onsite Water Treatment System (POWTS) applications. New System: Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. Community Development Department - Land Use Division 715-386-4680 St. Croix County Government Center cdd@sccwi.gov 1101 Carmichael Road, Hudson, WI 54016 715-245-4250 Fax www,sccwi.gov Page 8 980619 BETH PABST REGISTER OF DEEDS SPECIAL WARRANTY DEED ST. CROIX CO., WI RETURN TO: RECEIVED FOR RECORD Laura Toomey 06/ 18/ 2013 08:00 AM EXEMPT # NA I j�� I AAo�I --rOrl W ��� �'`�— RE PAGESC FEE: :2.00 Tax Parcel No: I 030-2095-10-000 **The above recording information verifies that this document has been electronically recorded & returned to the submitter LEGAL DESCRIPTION: Lot 1, Country Side Estates, in the Town of St. Joseph, St. Croix County, Wisconsin. For Information Purposes Only 1467 24th Street Houlton, WI 54082 EXEMPT FROM TRANSFER FEE AND FORM PER WIS. STATS. 77.25(2) Merit Title File: 120147 Page 1 of 2 1 of 2 Page 9 THIS DEED, made between Federal National Mortgage Association ("GRANTOR"), and Laura Toomey, married, ("GRANTEE", whether one or more). Grantor, for a valuable consideration, conveys to Grantee the real estate described in the attached LEGAL DESCRIPTION, together with the rents, profits, fixtures and other appurtenant interests in ST CROIX County, State of Wisconsin. Grantor warrants that title to the Property is good, indefeasible, in fee simple and free and clear of encumbrances arising by, through or under Grantor, except municipal and zoning ordinances and agreements entered under them, recorded easements for the distribution of utility and municipal services, recorded building and use restrictions and covenants, and further except the 2013 real estate taxes. Dated this _L,�_ day of May, 2013. Federal National Mortgage Association Deborah A. BloMMM SBN:1000749 For: Blom mer Peterm an, S.C. as Attorney -in -Fact for FNMA AUTHENTICATION Signature authenticated M (� 12013 MEMBER - STATE BAR OF SCONSIN Name: James W. Ramseyer SBN: 1003705 THIS INSTRUMENT WAS DRAFTED BY Deborah A. Blommer Merit Title File: 120147 Stacey Cira Page 2 of 2 ACKNOWLEDGMENT STATE OF WISCONSIN } } ss. COUNTY OF WAUKESHA } This instrument was acknowledged before on by , as attorney in fact for FNMA. Notary Public, State of Wisconsin My Commission expires: 2 of 2 V YV IVCf% R20W, TOWN OF ST. JOSEPH, LINE Joao cicaTa=o TO THE PusLlc ®--137.80' 216.00' F 216.00' — — % S89035'57"W 569.80' VERNELL A.SKOGLUND STEPHEN L.SKOGLUND 149 HIGH STREET NEW RICHMOND, WI. 54017 i i O N LOT 3 LOT 2 LOT I 0 N ` l �� 3.06 ACRES 8 3.15 ACRES 00 3.15 ACRES LLJ % <n I 133,348 SQ.FT. cD 137,367 SQ.FT. 6 137,367 SQ.FT. Q JI ro tD ro U) O 0 3 z ro tD � = 30 3 0 - 0 L� I too 0 ui z u1 cD p O _ J (� '— S0 cn1— 00 w <1 I �, —i cn nI zI 71 216.00' 216,00' 216.001 FOUND PIPE LIES N42°06'41"W, 0.62' 1295.33' N FROM COMPUTED POSITION. ANDS 3 re) 0 �D Kj o n O tD 0 (V N Page 10 Department of �S Safety and Professional Services SOIL EVALUATION .REiPORT in accordance with Comm 85, leis. Adm. Code #2259 Page 1 of 4 Schmitt Soil Testing. in. .•�� 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 reference point (BM), direction and slope, scale or dimensions, north arrow, and location and distance to nearest road. County St. Croix parcel I.D.percent 030-2095-104)00 Please print all information. Reviewed By Date Personal Information you provide may be used for secondary purposes (Privacy Law, S. 15.04 (1) (m)). Property Owner Toomey, Koury & Laura Property Location Govt. Lot SE1/4, NW1/4, S24, T30N. R20W Property Owner's Mailing Address 1467 24th Street Lot # 1 Block # Subd. Name or CSM# Country Side Estates City State Zip Code Phone Number i J City 0 Village L_l Town Nearest Road Houlton WI 1 54082 1 651-278-3317 St.Joseph 24Th Street New Construction Use: P. Residential I Number of bedrooms 1 Code derived design Row rate 150 GPD (] Replacement ❑ Public or commercial - Describe: This will serve a pole !wilding Parent material Glacial Till (Santiago-Antigo Silt Loam Series) Flood plain elevation, if applicable R. General comments Area is suitable for a conventional system with a 0.4 gpd/sgft rate. Possible system elevation for the area is 95.W. Slope of the and recommendations: area is 2D%. M❑ Boring Boring# Pit Ground surface elev. 98.29 f. Depth to limiting factor 96+ In. Soil Application Rate Horizon Depth in. Dominant Color Munseli Redox Desa#Man Qu. Sz. Cont Color Texture Structure Gr. Sz- Sh. Consistence Boundary Roots GPDW 'Eff#1 'ER02 1 0-17 10yr3/4 FILL sl lmsbk mfr CS — 0.4 0.7 2 17-28 10yr3/3 none ail 2msbk mfr gw 2vf 0.6 0.8 3 28-36 10yr4/4 none ail 2fsbk mfr gw 2f,2vf 0.6 0.8 4 36-84 10yr5/6 none f5i 2msbk mfr ---- ----- 0.4 0.8 ❑ Boring # L] Boring Pit Ground surface slew. 97.49 it. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Sz- Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/W T-W '0102 1 0-18 10yr3/4 FILL sl lmsbk mfr Cs — 0.4 0.7 2 18-30 10yr3/3 none sl 2mSbk mfr gw 2f,2vf 0.6 1.0 3 30-51 10yr4/4 nixie sl 2msbk mfr gw 2f, lvf 0.6 1.0 4 51-60 10yr5/6 none fsl 2msbk mfr CS ----- 0.4 0.8 5 60-96 7.5yr5/6 none s Osg ml — --- 0.7 1.6 Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluentrill = BODE 1.30 mg/L and TSS _30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soll Testing, Inc. Date IIvalM W Coo Muoled Telephone Number 1693 72nd St. New Richmond, WI 64017 t3/22am 715-700.1978 Property Owner Toomey, Koury & Laura Parcel ID # 030-2095-10-000 Page 2 of 4 E❑ Boring Boring # ® Pit Ground surface elev. 95.64 ft. Depth to limiting factor 84 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' •Eff#t 1002 1 0-9 10yr3/3 FILL sil 2mgr mfr as 2m,2f 0.6 0.8 2 9-17 10yr5/3 none sil 2msbk mfr gw 2f,2vf 0.6 0.8 3 17-27 10yr4/4 none sil 2msbk mfr gw 2vf 0.6 0.8 4 27-53 10yr4/4 none sil 3msbk mfr Cs ----- 0.6 0.8 5 53-84 7.5yr5/6 none sl Osg mfr — 0.7 1.6 1-1 ❑ Boring Boring # ph Ground surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/fl' •Efiu1 -Eff#2 Boring # J Borirtg pd Ground surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/fE' "Eff#1 -Eff#2 Effluent #1 = BODS> 30 <_ 220 mg/L and TSS >30 <-150 mg/L ' Effluent #2 = BODS <- 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 609-266-3151 or M 609-264-9777. SaD-5330 (R 07/00) Schmitt 6dl Testhp, Inc. � 0 S� § a » ± > ) (�( - y{{ \ e !(;� 0 3 __, u m = o 7 \ §`: ) \ j- § }\ . \& \ //2 \ § s oa e ƒi ± \ /\ ® \ƒu I ±�/ \0 \\$ ± 111 « a_ f 0 ƒ?\ ©�� W/\ gym= 4 a- 7-1 / �/� /»CD 0)\ o / \/7C E\@ ® \ «6®i /`� /e2 \ [ LO - 777% / e be 7- o \ /£R \9\/ 7 a !$r »� s k#£ °/z� & \/ \/ _ »c2 ©of/ 7 § mm _ \ 0C) \\3\ 0 /� \/ /\ 0 3-I a- CO O @ :om I@ #W[@@d § - � - i m v J v N Aft f—Iola s� `