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HomeMy WebLinkAbout026-1130-32-000 Witconsi'n Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building, Division INSPECTION REPORT sanitary Permit No: 453411 0 (ATTACH TO PERMIT) GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. o % 0 — Qjws. /p Permit Holder's Name: City Village X Township Parcel Tax No: Miller, Sam I Richmond Township 026 - 1130 -32 -000 CST BM Elev: Insp. BM Elev: BM Description: , , Section/Town /Range /Map No: >J `. L � (i< f .. I r t 25.30.18.892 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM JS v 1a Sea.- 01 u� p.� CaY�*4� Aeration - -- -_ Bldg. Sewer 7 2L /v 3 L Holding -,__ St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet lc r .7 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic (� r Ad �'� T ( _ Dt Bottom - 7, �7 Dosing I � I�yc. - Header /Man. A) Aeration Dist. Pipe A /L / Holding Bot. System (4) Fin Grade PUMP /SIPHON INFORMATION V-0 W „(( L t* W + C•etW m Manufacturer Demand St Cover Etio I L r GPM Ott Model Number !, lob TDH Lift oqt Friction Loss System Head TDH Ft ,p rte' 0.15 (a • So 1.3�• ft/ (ao IOQ•bo •o. Forcemain Length ( Dia. r , Dist. to Well p � Pf Y4 (�� §9 ABSORPTION SYSTEM N � O •Yry ! A.,O gWrumillit Width Length No. Of PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 5 9D ! SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEA G kManu c r. I NFORMATION CHAMBER Type Of System: UNIT Number: DISTRIBUTION SYSTEM t - -` ^� �� " ` " t ` `�` `C Header/Manifold rt Distribution ' / u x Hole Size x Hole Spacing r+ ent to Air Intake P Length ipes) Length Z•� Dia I /Z Spacing Z / 2's3 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges I Topsoil xx g fix; Yes 0 No Ezfl Yes 0 No COMMENTS: (Include de di cr ties, persons present, etc.) Inspection #1: c / 1 / �' `/ Inspectio #2;�� Location: 1418 136th Ave. New Richmond, WI 54017 (SW 1/4 NW 1/4 25 T30N R18W) Red Pine Corner Lot 32 Parcel No: 25.30.18.892 D� w.a..ly� - car tr 3 c 1.) Alt BM Description = t y` +'r h ��.� { r �,� �,� f G I k c• I Cr =3 7,, 2.) Bldg sewer length w. - amount of cover Plan revision Required? [J Yes �No� Use other side for additional inform ion. — SBD -6710 (R.3/97) Date Insepctor's Signature Cart. No. Safely and Buildings Division County n - -- 201 W. Washington Ave., P.O. Box 7162 N Madison, W! 53707 - 7162 Sanitary Permit Number (to be filled in by C:: ; ,SconSin (608) 266 -3151 De artment of Commerce Sanitary Permit Application State Plan I.D. Number In accord with Comm a. 83.21, Wis. Ad COde,-personal information you provide W/o may be used for secondary purposes Privacy Law, s15.04(l xm) Project Address (if different than adds ess, 1. Application Information - PleasePrintAllInformation _ P-opcny Owner's Nammeee Parcel N .�01 /y, //&V 11 rok A I J Property Owner's Mailing Address Property Location .� l 1 p - , Section ZS �g. city, Stan Zip Code _ 'v w S"`/ol �. -ai r'3Y47(rs9 �• / cucleo 11. Type of Building (check RU that apply) T 0 N; RE 1 or 2 Family Dwelling - Number of Bedrooms Subdivision Name CSM Number O Publ /Commercial - DescribeMMU Su se - I�-Q P: M CO v LJ / ❑ State Owned - Describe Use /"OyN 5 x f f o ' DYI / 03 . /O ✓ ❑City_ ❑Village Vrownship of . c 4 ou 111. Type of Permit: (Check only one box online A. Complete line B if applicable) A. New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System b 1) Permit Renewal C1 Permit Revision 11 Change of C1 Permit Transfer to New List Previous Permit Number and Date ls iuca Before Expiration Plumber Owner 1 V. Type o(POWCS System: (Check all that apply) _ O Non - Pressurized In - Ground ouod > 24 in. of suitable sod ❑ Mound <24 in. of suitable soil ❑ At Crrade ❑ Single Pass Sand Filter U Coastructed Wetland ❑ Presstuized !n - Ground Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recmilating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: 136 O Design Flow (gpd) Design Soil Application te(gpdsf) Dispersal Area uirod (so Dispersal Area Proposed (sf) System El evation i i 5/ S v l • o E: / l O. �/ /�L S Sd � �/ z s �1So � - ��.- / -C� /o3 . (vo VI. Tank Into Capacity in Total Number Manufacturer Prefab Site Steel Fiber 'Iasi.: Gallons Gallons of Units 7 / / A � f Concrete Coastrutxed Glasi New exbtin g GJGJa Q Tanks Tama t _ S.rix or Hol"ling Tank O ©O A.:rub�c Trcaimcm Unir I Doing Chamber 7 SJ -- V 11. Respoaslblllty Statement - 4 the undersLgaed, assume responslblllty for Installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Pbooe Number X03 C. Plumba's Address (Street, City, State, Zip Code) VILL C un /Dc artment Use Only_ proved ❑Disapproved ��y Permit Fee (includes Groundwater Date lssu� • lssuing g t Signature (No :ps; Surcharge Fee) �° Oa ` 1) owner Given Reason for Denial -� ­_ a3 10 1X. Coodidons of Approval/ReasIs proval 6(iC1�3 YSTEMOWNER: /� `yZU 9eep�tic tank, effluent filter and dispersal cell must all be serviced / m tatnt3d as per management plan provided by plumber. 2. All setback requirements must be maintained UDR se as per applicable code /ordinances. gAe Q p Attach complete plaas (to the County ly) or bo T t a f aper n s lhaa 81/2 s 11 lucbcs to rlxc !_ y SBD -6398 (R. 01/03) Ba h Clk YVUI K : Cg 0 / /0 Sfa�. ,4sr4.,,cd e 1 e% = iao. co. ' � Sa,l eva 1��� P• t o' d Ex,'Sf� "r�q �icL�e eltY 1 'o. �'��, • /vea Leal �p�o�. "t �ropos•cd h'to�,.., /�i7x /o�!.sa �oP /�• - io3.o' /': ' ,J/S'X9O'drs�wsa /cc! /. For , -M) h ��ky j� cu e : s�0 d � s ff�bu �o.� la&n•/saE p/a , � oFe'( - & '7f G CrE) ,- 4 , /;4-5-7 - ;I. 303 / 0.d.C. eAF /u•o /:mc. ��oPoscd 1, c�d - #''.SCI,4l0Pd.C. 4 vu-t Pr ° P °s` � 3 b`.dr CA (0.5� I I ` p r0 pased L ,,)etl IlL 3 4 L I 13 (0 Avew,ac Safety and Buildings 4003 N KINNEY COULEE RD commerce.Wl.gov LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www www.commerc .wis c ons .wisonsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary July 16, 2004 CUST ID No.225036 ATTN: POWTS Inspector MICHAEL P MC DONELL ZONING OFFICE MILLER CONSTRUCTION ST CROIX COUNTY SPIA 1070 HUNTER RIDGE RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/16/2006 Identification Numbers Transaction ID No. 1019684 SITE: Site ID No. 686477 Sam Miller Please refer to both identification numbers, 1418 136TH Ave above, in all correspondence with the agency. Town of Richmond St Croix County SW 1/4, NW 1/4, S25, T30N, R18W Lot: 32, Subdivision: Red Pine Corner FOR: Description: Proposed Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 968999 Maintenance required; 450 GPD Flow rate; 21 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01 /01); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. 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 approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD- 10691- P(N.01 /01). • The pressure network is to be constructed in accordance with publications SBD - 10706- P(NO1 /01) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems - Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/8 1)". • 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. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. P.O. til.T.v. Conditionally A W% r0V E Dum MICHAEL P MC DONELL Page 2 7/16/04 • Comm 83.22(7) - 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. Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Comm 83.52(1)(a) - 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). • 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. 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. • 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. • The distribution pipe being inserted into the 4" corrugated pipe located in the EZflow product shall have one out of every five orifices installed at the 6 o'clock position. The remaining four orifices shall be installed at the 12 o'clock position. The lateral(s) shall slope back to the force main to ensure total drainage after every dose. 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. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Y Fee Required $ 175.00 Fee Received $ 175.00 Gerard M. Swim Balance Due $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 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 ISBD- 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 longer 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 shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tanK shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pum p Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter. and the mound shal oe seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetati ie 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 mg /L TSS, and 30 mg /L FOG for septic tank effluent or 30 mg/L BOD5, 30 mg/L TSS, 10 mg /L FOG, and 10 /100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure 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 wit;i,n 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 ts' 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 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Sam Miller 3 bedroom residential mound system Page 6 of 9 v oV %OUND AND PRESSURE DISTRIBUTIO N COMPONENT DESIGN Residential Application �� � INDEX AND TITLE PAGE S�� Project Name: Sam Miller 3 bedroom residential mounds stem Owner's Name: Sam Miller Owner's Address: P.O. Box 151 Trout Brook Road Hudson, WI 54016 Pcl. Add.: 1418 136th Ave. Legal Description: SW1 /4NW1/4, Sec. 25, T.30N., R.18W. Township: Richmond County: St. Croix Subdivision Name: Red Pine Corner Lot Number: 32 Block Number: na Parcel I.D. Number: 026- 1130 -32 -000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Soil Evaluation Report Designer: Mike Mc Donell License Number: 225036 Date: 07/06/04 Phone Number: 715- 386 -8692 c Signature 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 (01/61) Uk'Ak tAEN i Ur U(-' Page 1 of 9 Version 3.0 (03/01/01) ),VjskUH jF SAFLTY ANU BUILDINGS ��i�rr� t,L.L GUI RLS a Mound Plan View T 0 .. J 1/10 B • . . .' Observation Pipe. 3 .• ... ..y K :.: I • A w :a''':•:::•:�: _ ''B'' � . . .......... Mound Component Dimensions Down slope toe extension made. A 5.00 ft E 9.00 in H i1ft ft K 7.25 ft B 90.00 ft F 9.50 in z ft L 104.50 ft D 6.00 in G 0.50 ft J W 17.17 ft 450.00 (ft Dispersal Cell Area 1 1125.00 (ft) Basal 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 105.39 (ft) G H � ,riirrrrrr 2 rrrrrrrr,.. T F ; : ; r' Dispersal Cell 104.10 ( I rirrr �� (f t) Latera X103.60 ft)--► Invert Dispersal Cell Elevation E D ..:.1 •..�:.. ..�..,r +,�. a.:�.l.: - i.K{ _a. { 7�).:l.�iti_ +•.:i.:i. + { ] - i i .{ 103.10 (ft) Contour Elevation 5.0 % Site Slope Geotextile Fabric Cover Shading Key Dispersal Cell See lateral details on [' Topsoil Cap c 1.5 ft Page 4 for number, rrrrr Subsoil Cap H ? size, and spacing of ASTM C33 Sand ���`•�'' F laterals. Laterals are .....' , a, 0.5 ft Typical Lateral equally spaced from ;i Vii - ;i Tilled Layer y ' 05 Aggregate v o __ • '�. the distribution cell's �— A centerline in the distribution cell (AxB). Project: Sam Miller 3 bedroom residential mound system Page 3 of 9 Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. Laterals are identical I P •= Turn -up vw'ba II valve or If }� CIE xf2 I 02 +1 Laterals & force main of PVC Sch 40 AL cleanoutplug 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 2 /orifice Lateral Flow Rate 7.41 gpm Manifold Length 2.50 ft System Flow Rate 29.66 gpm Manifold Diameter 1.50 in Total Dynamic Head 14.17 ft Forcemain Velocity 3.03 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and —► Comm 16.28 WAC 4 in. m:n. Disconnect ���111 --�� _+. -,�` Tank component is properly vented E— Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer 2 in. Cap acityl 750.00 Gallons Volume 20.28 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 18.50 375.10 C B 2.00 40.56 Pump off levation (ft) C __ 90.98 97.00 D _ 12 .0 0 1 243.36 D Total 3648 750.00 il Do se tank elevation (ft'; 3" Bedding un er tank. 96.00 Alarm Manuafacturer �LevelArm Alarm Model Number DLV Pump Manufacturer Zoeller Pump Model Number �98 j Pump Must Deliver 1 29.66 gpm at F 14.17 ft TDH Project: Sam Miller 3 bedroom residential mound system Page 4 of 9 i Mound System Maintenance and Operation Specifications Service Provider's Name Jim Tho mpson #30021 1 Phone 715-248-7767 POWTS Regulator's Name St. Croix Co unty Zoning, Dept _ Phone 715 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1000 gal Maximum TSS 150 rng /L Soil Absorption Component Size 450 ft Maximum FOG 30 rng /L Type of Wastewater I Domestic Maximum Fecal Coliform >10E4 cfu /100 mL 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 month) Pressure System Laterals should be flushed and pressure tested evey 1.5 years Mound Inspect f or 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. All 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 - • • . . Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Sam Miller 3 bedroom residential mound system Page 5 of 9 y r.4 a I • I" I Aff HEAD CAPACITY CURVE EFFLUENT MODELS 12 1 D CA UTION I t cde� 1'35 J 65 ; 7 ,1 __ 35 —i - -� }— ,--, -- I1Cl be SUDJe (U 1, In.BI - 0 'E : 7 D� 38 --i 125 20 36 191 r I —� —. 34 32 105 I 00 JO 95 _ 28 90 _ 186, 26 85 4186 ' I 24 60 165, 5 416 70 i Y. 20 65 o IB 60 163, _ 4163 IB9. Y 55 4189 4 45 _ I 12 40 -_ 40. B8. 35 � 4140 4188 1 1p i - 30 _ 137 I 185. B-I 28 4185 t r 5 IV / ' 6 2 — a61, 2 8 161 r 53,57 98 —� -- 0 o* a S. GALLONS 10 20 0 40 50 60 70 50 90 100 110 120 110 140 150 16C T LITERS g0 160 240 320 400 480 56C 640 I 0 ROw vER MINUTE ra e �m �c�oD /v TOTAL DYNAMIC HEAO /CAPACITY PER MINUTE EFFLUENT AND DEWATERING uaaei 53/57 98 1 }7 140/4140 161/4161 163/4163 165/4165 185/4185 186/486 83/4188 135/ 185 r u 1E75 LVS Got. L a. Gol, Llrs. GoI. Urs. Ca L 1. Gol. LI,s I Col. LVS Col. LU, . 1 Col. IT —�. -5 163 72 27} 9) 152 91 )44 100 379 bl 2 }I 61 231 58 T 220r 4 5x9 - 5 59 — — -- 34 129 61 231 79 299 84 - f— 1 ! -7-T,-- _- }IB 93 }52 61 2J1 61 2 }1 5b 22 0 1 , .p l '9 72 ! 45 170 64 242 76 288 85 322 60 227 61 231 58 22 3 }4 J7 l{ 1 L' 1 25 95 36 136 68 257 79 299 59 223 60 227 58 220 126 464 t �;4 4;6 - -- 2 ' 8 30 59 221 70 265 57 216 59 223 58 2") 122 462 ! - 3 r 41 - -- 3iT 49 185 62 235 55 206 SB 220 85 322 58� _ j 22 11E 439 1 20 4 -4 r 2 21 79 45 170 46 ;72 55 206 70 265 58 220 r- I)4 394 1C9 3 4 �- -- - �— 1 20 76 33 125 50 189 51 193 58 j 220 nC 141 s7 } 3i7 S j 15 57 39 148 32 121 58 220 r- 'I 269 05 3.2 - 2 S 23 87 9 ---- - -- --- - -- 34 52 II 197. �I 1y3 E3 201 r3 38 5 17 :8 �1 i 0 �06 'a !' 1 3 - -- _ 3, � - - -_. - -� -r 2C -_ c. va lv e 119311 (59m) 2311. (7m) 26 It (7.9m) 461t. (14m) 56 it (1711 661t (20.1m) 86.51t. (26.4m) 73 It (223 ,,) 114 11 };71,)'9' i (2? '13 1 3 } J 1 i MEMBER U ANO SuuA G uFEw4GE ✓VU RS ASSN © Copyright 1998 Zoeller Co. All rights reserved. Gq 130 v► cA, /off S16aAN. • f}Sra.,,c.d 21G.�/.- = ��. c0.' � So,l 2va /ua�i'd� pi p ` / 02. 0' O� 1r i Contour ® EX gi c,� � e el� R oPo ud r►(ou„a/ a •6 1 7 17 k AD'C ra ' 9o'drs�wsa /cc ! /. Fou./ Fcej S�cccd a+�.2, s3.' ' % �/ 61 LoG 31, P /a� of �Cd �%�c ��•; 4-. C rDjK \ cr I�c 150- „n,e p LLM c lom 44.s 303V A -loo cg /u en6 'l w 410 A d. e. at i'n Ou-t Pr °P ° sue (Its� o P� a 0 rc /� 1,31 Ave nue- / � . Sap? Wisconsin Department of Commerce SOIL EVALUATION REPORT Page _ I— of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St CROix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. p ercent slope, scale or dimensions, north arrow, and location—and—distance to nearest road. per Please print all infgrmation. view b Date Personal information you provide may be used for gedondary purpos s (Privacy Law, s. 15.04 (1) (m)). Property Owner Prowty Location do - ' SW 1/4 NW 1/4 S 25 T 30 N R 18 Wor) W Oakwood Tand Develorulent V A Property Owner's Mailing Address ' E < y L ok Block # 1 Subd. Name or CSM# ��L 1 .. 2' na Red Pine Corner i e Zip Code P one Nu bUNN ,[].C' E] Village Q Town Nearest Road Spring Lake P k, .55432 g� ) t,49��' Richmond I 140 Ek New Construction User Residential / Num ,R 11e rc�o� "A4`•• Code derived design flow rate 600 GPD ❑ Replacement • ❑ Public or commercial - glacial drift Parent material Flood Plain elevation if applicable ft. flat „ General comments and recommendations: mound @ el. 104.10' based on contour line of el. 103.10' F- Boring # F] Boring 11 g] Pit Ground surface elev. 103 . 4 O ft. Depth to limiting factor 41 in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 L 2msbk mfr gW 2f .5 .8 _ if 4 6 3 19 -41 73yr 4/4 none sl 2msbk mfr qw na .5 .9 nA 4 41 -70 5yr 4/4 f 3 7 2 Boring # E] Boring 103 3 9 Ground surface elev. ft. Depth to limiting factor in. ® Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 2 8 -18 10 4/4 none sicl 2msbk mfr 09 if -4 -6 3 18 -39 7.5 4 4 2msbk mfr qw na .5 9 4 39 -55 5 /4/4 f3d7.5 5/6 scl 2msbk mfi na na 4 Effluent #1 = BOD > 30 220 mg/L and TSS >30 150 mg/L quent #2 = BOD < mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Gary L. Steel LM ---- Address ate Eval ation Con d Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 11-6-2000 715- 246 -6200 I 4 a Property Owner OakW`OOd Land Dev _ Parcel ID # r" nc1 Page 2 of - 3 F-31 Boring # ❑ Boring 3 7 Pit Ground surface elev. 1 . Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff42 2 -20 .5 4/4 none 3 0 -37 5 4/4 •6 F-I Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring # ❑ Boring 1:1 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Kplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 ` Effluent #1 = BOD > 30 1220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD < 30 mg& and TSS 5 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608 -264 -8777. SBD4330 (R.60)) r a STEEL'S SOIL SERVICE Gary L. Steel Oakwood Land Development 1554 200th Ave. CSTM2298 , , New Richmond, WI 54017 SW4NW4 S25 T30N - R1.8W MPRSW -3254 town of Richmond (715)246 -6200 lot #32 -Red Pine Corner This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. N 1 =40' BM.= top of NW lot stake @ el. 100.00' >a� Alt. BM.= top of 1" pvc pipe @ el. 100.45' 0� 2� p Gary L. Steel 11 -6 -2000 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page I of 2 FILE INFORMATION SYSTEM SPECIFICATIONS Owner S,A iti Septic Tank Capacity / e c p a l ❑ NA Permit # s-3 Septic Tank Manufacturer wQ,,; s m ,� ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ZA4 B E ❑ NA Number of Bedrooms 3 ❑ NA Effluent Filter Model p ❑ NA Number of Public Facility Units *NA Pump Tank Capacity 7 SD a l ❑ NA Estimated flow (average) 30fJ g al/day Pump Tank Manufacturer far- ❑ NA Design flow (peak), (Estimated x 1.5) tf D g al/day Pump Manufacturer ❑ NA Soil Application Rate , al /da /ft2 Pump Model ❑ NA Standard Influent /Effluent Quality Monthly average` Pretreatment Unit NA Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L Al NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L ❑ In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L ❑ NA ❑ At -Grade PKMoun Fecal Coliform (geometric mean) 510 cfu /100m1 ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in did. ❑ NA Other: ❑ NA Other: ❑ NA Other: ❑ NA `Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: ( ❑ ear(s) (Maximum 3 years) ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cell(s) At least once every: 3 ❑ year( 0 month ear( 1(s) (Maximum 3 years) ❑ NA Clean effluent fitter At least once every: ❑ m ) C3 eaarrl(ss ) ) ❑ NA � Inspect pump, pump controls & alarm At least once every: ❑ mo nth ❑ eaarrl(ss) ) ) ❑ NA Flush laterals and pressure test At least once every: ❑ year(s) ❑ m ) ❑ NA Other: ❑ month(s) ❑ NA At least once every: ❑ year(s) Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. _ START UP AND OPERATION Page 7i of For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior'to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or.must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. 0 T alua ' b e a �R01- /181Ti✓� �oi2 N�1✓ CpNS"TR(1�o?l p ,Jank i e Mound and at -g rade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name �� �► ZZ563(v Name Phone �� 2 _ - - 1 - 7 Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name S , Ikb t d Z0�!l�cl Phone Phone '? /S'— �/ </ s o This document was drafted in compliance with Chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.5411), (2) & (3), 'wsconsin Administrative Code. ST CROIX COUNTY SEPTIC TANK MAIN'T'ENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address /3oX' /�v�,1oti Gt'J / s SDI 6 Property Address (Verification required from Planning Department for new construction) _ City/State NfU r e k wo - -g0 WJ/ Parcel Identification Number o Z!p -1 /3d _ '%. 2 - - e 3 00 LEGAL DESCRIPTION Property Location SU✓ '/,, L4LJ ' /,, Sec. 2 T_ N -R $ W Town of 4i J w oti. � - Subdivision R's I : K-�- ce r K _✓ Lot # 3 �— Certified Survey Map # is L I 1 � , Volume `a , Page # f 3 Warranty Deed # I !-�, 88 t Volume 2_cf oo , Page # SZ Spec house � yes ❑ no Lot lines identifiable byes ❑ no SYSTEM MAINTENANCE Improper use and maintenanceof your septic system could result in its premature failure to handle wastes. Proper mainten? nce consists of pumping out the septic tank every three years or sooner, if needed by a licensed purrtper. What you put into the sys:en: can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, 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, Certificadon stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning office Y Within 30 days of the year expiration date. //S /O ATURE F ICANT 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 owners) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. cf� - A &�� — - 7 S / NATURE OF APP ANT DATE • • • •" An information that is mis -rc resented ma result in the sanitary permit being revoked by the Zoning Department. Y P Y D' P `• 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 U 2 9 0 0 P 5 2 3 738849 STATE BAR OF WISCONSIN FORM 1 — 1998 REGISTER OF DEEDS WARRANTY DEED ST. CROIX Co., WI RECEIVED FOR RECORD Document Number 09/04/2003 02: 30PH This Deed, made between Oakwood Land Development. Inc.. a Corporation , Grantor, and Sam E. Miller, a single person Grantee. WARRANTY DEED Grantor, for a valuable consideration conveys to Grantee the following EXEI4PT ti described real estate in St. Croix County State of REC FEE: 11.00 Wisconsin (the "Property "): TRANS FEE: 607.20 COPY FEE. CC FEE: PAGES: 1 Recording Area Name and Return Address �a( —1130 —31 '000 Sam E. Willer 30 Otte -1! 3nw �'...wl -6"4Z ago f 13 03s le y,? -s Parcel Identification Number (PIN) This _ is not homestead property. (is) (is not) Lots 31,32, 33, 34 and 35 Red Pine Corner. Lot 54, Red Pine Corner First Together with all appurtenant rights, title and Interests. none Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except Dated this I day of 2003 (SEAL) (SEAL) 6 OcSkwood Land I c. (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, ) ss. St. Croix County authenticated this day of Personally came before ire this day of �P 2003 the above named Grocory P eterson _the vice president of Oakwood Land v I n n . to me known to be TITLE: MEMBER STATE BAR OF WISCONSIN the p on who executed the foregoing instrument (if not, an ckn d �the e. authorized by §706.06, Wis. Slats) THIS INSTRUMENT WAS DRAFTED BY S Q� ... P vel�rJ Coldweil Banker Burnet r A. .. _. Wb - Y Public, State o isconsin 1301 Coulee Road 0 1 3 + N►ARA K Hudson, WI 54016 's TA T commission is permanent. If not, state expiration date: 2 -41070 . N • KERBS (Signatures may be authenticated or a ckn�g�d. Both are not necessary.) i4rveto OF °W;c�G,�= * Names of persons signing in any capacity must be ed o� �I'nted below their si nature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. J WARRANTYDEED FORM No. 1 — 1998 Milwaukee, Wis. I Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Bulldings _ in accordance with Comm 85, Wis. Adm. Code County -- Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Ex3ndltl -- -- _ Please print all Infornnatlon. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Govt. Lot SW 1/4 NW 1/4 S 25 T 30 N R 18 FX( or;l W Property owner's Mailing Address Lot # Block # Subd. Name or GSN1 _ 32 1 na. I Red Pin c y Ot dtU Zip Code Phone Number ❑ City ❑ village � Town Nearest Road Spring Lake P k, .55432 (612) 780 -4996 Richmond 140th. ST. [;� New Construction Use: {] Residentiaf / Number of bedrooms 4 Code derived design flow rate - �.__ 2�___.___ - --_� v?U C Replacement ❑ Public or commercial - Describe: --------- - - - - -- ---- - - - - -- - -' - -- Flood Plain elevation if applicable Parent material �.a�1. .3.1-- L1.S1 -f - - - -- - - -?°! tr -- " ------------- G,, comments and recommendations: mound @ el. 104.10' based on contour line of el. 103.10' F -1 1 F1 Boring pi Ground surface elov. ep Bain # - g �] 1 0 3 • 4 O ft Dth to limiting factor —4 � __- in. coil cation Rate I Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Root in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #2 L 2msbk mfr gw 2f .8 -�- 1f 4 6 3 19 -41 7.5yr 4/4 none sl 2msbk mfr na - .5 .9 4 41-70 5yr 44 f3 5/6 M __Da__na na --- o i i - Boring L 2 Bo:i g.'. 1 03.40 -- - - ® Pit Ground surface elev. ft. Depth to linli boil r, Con Ftai 1-- Depth Dominant Color Redox Description Texture Structure Consistence Buunda y Roots I - GF 'C /f? - - -� in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 - -_' i8 - 10 r 4/4 none_ 5icl -2;, 3 18 -39 7.5 4/4 none sl 2irtsbk mfr cam? _ na . 5 .9 4 39 -55� /4 /4 f3d7.� 5/6_..— S'"1 -- l - - -- _ _ i - -- -- - - - -- - - - - - - Lc u I t i t - LJ .�.L J`.i < L__ :� Cy �. Li i., �.. _ - % J ' Jv +:y1 ent #2 = B")..)� il' arl - CST Na:arc Tiease Print) Signature CST Number _ Gar L. Steel X2 Address `--- ate Eva) ation Con cte Telephone Nuiw) � 1554 200th. Ave., New Richmond, WI. 54017 11-6-2000 — 715 -246 -6 200 Property Owner Oakwood Land DL-v Parcel ID # _� „��� Page �_ of - - — F 3 Boring # Boring nn� nn Pit Ground surface elev. 2 �i Depth to limiting factor 37 n. Soil Application Rate Hcxizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 2 -20 .5 r 4/4 none 3 0 -37 Boring # ❑ Boring ❑ pit Ground surface elev. tt. Depth to limiting factor -- in. Soil Applicato n Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GpD/ftr in. Munsell Qu. Sz, Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff #2 L Boring # ❑Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horzon Depth Dominant Color Redox Description Texture St Consistence Boundary Roots GPD/ff in, Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD, > 30 < 220 nVL and TSS >30 < 150 mg/- ' Effluent #2 = BOD, < 30 n ,/L and TSS < 30 rTg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or TIY 608 -264 -8777. S8D -8 ))0 (RLW) STEEL'S SOIL SERVICE Gary L. Steel Oakwood Land Development 1554 200th Ave. CSTM2298 SWJNW S25- T30N -R1 8W New Richmond, WI 54017 MPRSW -3254 town of Richmond (715) 246-6200 lot #32 -Red Pine Corner 'This soil evaluation was conducted to satisfy a zoning reauirement, it may or may not be suitable for your use. The location of the test may or may riot be as shown as permanent lot lines were not established at the time the test amts conducted. BM.- top of NW lot stake @ el. 100.00' Alt. BM.= top of 1" pvc pipe @ el. 100.45' 20� X / fY /* Gary L. Steel 11--6--2000 el �T6 1 . 6 5 AC n «39 7 1 24�i 5 7 AC 7OT 23 X1.62 AC \• 1. 22 .52 ~ ^``� � � ` ter• �,jr <. • ` �•,,\ � 'z� r � 1.52 AC � L,OT 19 4 "r3s ` 2.09 AC LOT �1 � # 1 `f /G 1- 5 AC t LOT 2 1 WT S 20 l 3.87 AC It 1-52 AC 13 V 3 / `f / � / DDT 10 0 LOT 18 #/y/o rr r,r 1 13 - 7 , 7 1. 53 `AC LOT 26 L . 1.52 AC LOT 11,E 1 ` 1 -51 AC 1 q 13 I;;YT 2 7 1 , 52 AC; LOT 16 /3rr� LOT 12 7ss A zr 1.54 AC / l y o �3 C ,« LO ?8 52. AC LOT 15 „ LOT 13 ^ # 1.58 AC X 1.55 AC's' 1 LOT 29 LOT 30 , zt • °�- � . A~,.,�,``' 11.61 AC i WT 114'. LOT J 5 yo Z !� 0 4, 1.69 AC 1.52 'Xc I `foS" �� . LOT 34 #,1 3� ` ' '.. LOT 31 X 1.52 AC t 1.5.2 AC a .I,q,3o ,•tea , T 33 I TS 1.52 AC '�, :1 51 AC �O 3 LOT 32'� 3 LOTS q6 1•. 60 A 1. S2 AC T 4s / 3 59 LOT 3gr 1.52 AC �i 1.52 t.OT-C ' LOT 40 T 43 iii 1.52 1 A AC 1.51 AC, � / 12 ►i 1 # /y /3 V �¢ -1 LOT 41 / 5�Z J 1 Lob 4 /9 1. .�C LOT 42, AC 1.55 AC