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HomeMy WebLinkAbout026-1121-10-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 453471 0 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)j. Permit Holder's Name: City Village X Township Parcel Tax No: Halle Builders Inc. I Richmond Township 026- 1121 -10 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: 1 040 C,S T 63 M :61L � 05.30.18.725 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. 5',55 /d5 1&b Septic Benchmark Dosing Alt. BM Aeration ^ Bldg. Sewer Holding St/Ht Inlet Iz .7c yZ • �s \ TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic a Dt Bottom Dosing [i Ar / Header /Man. Aeration Dist. Pipe Z 5 j Holding Bot. System 3 F al Grade PUMP /SIPHON INFORMATION % Q Id' C- 6 Manufacturer 1 Demand Cover II-A 1 GPM .l Model Number ��� �, `i TDH Lift Friction Loss System Head TDH Ft 14 Forcemain Length Dia. f Dist. to Well / zo Z /��� SOIL ABSORPTION SYSTEM BED/TRENCH Width Length ; No. Of Trenche PIT DIMENSIONS No. f Pits Inside Dia. Liquid Depth DIMENSIONS 1 4 7 P"' SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Q(,tj�� 7 % i UNIT Model Number: DISTRIBUTION / SY I STEM Header /Manifold Distribution / \ /f r x Hole Size x Hole Spacing Vent to Air Inta l 1' I / Pipes) � 4 ) I /A 3 11 3� Ve,� �j Length . Dia Length Dia Spacing S �_ SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only q , Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center / / Bed/Trench Edges �� \ Topsoil I Yes No Yes r ? No COMMENTS: (Incluog code discrepencies, persons present, etc.) Inspection #1: �i / /0- Inspection #2: Location: 1707 TSQ.h Street New Richmond, WI 54017 (SW 1/4 SW 1/4 5 T30N R18W) Partridge Run Lot 10 Parcel No: 05.30.18.725 1.) Alt BM Description = tl v ' �- ° v `z �-� b-- �. _ �.,{ o �J S h :, ,r.)r� G r 2.) Bldg sewer length = 7 S T 1 r - amount of cover = T 1 Plan revision Required ? Yes [] No lF - Use other side for additio I i formation. SBD -6710 (R.3/97) Date Insepctor' Sign a Cart. No. Safety and Buildings Division Count ^ t ` 201 W. Washington Ave., P.O. Box 7162 iconsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) (608) 266 -3151 S 3 Department of Commerce State Plan I.D. Num /D 2 Sanitary Permit Application CO In accord with Comm 83.21, Wis. Adm. Code, personal information you provide may be used for secondary purposes Privacy Law, st 5.04(1,)(m) Project Address (if different than mailing address) L Application information - Please Print All Informatio r• I Propert O �er'.�Nname Parcel q Lot H I Property Location ©� 1 3 Property Owner's Mailing Ad ress I 5 N y4, , /., section City, State Zi Codes -U Phone Number � /� ircl one) 5 6C) T 3O N; 11 or e W II. Type of Building (check all that apply) g/Z 4- �` ' Subdi ion Na e t CSM N tuber 1 or 2 Family Dwelling - Number of Bedrooms ❑ Public/Commercial - Describe Use j ❑ State Owned - Describe Use D T 5 T ❑Ci . Z L (p ty ❑V' 1 e'1 ship of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. Ne Sys tem ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of []Permit Transfer to New Before Expiration Plumber Owner IV. Type of POWTS System: Check all that a I ❑ Non - Pressurized In -Ground Mound > 24 in. of suitable s oil Mound < 24 in. of suitable soil OA t Grade ❑Single Pass Sand Filter ❑ , i .r ❑ Constructed Wetland 13 Pressurized In -Ground ❑ Holding Tank ❑ Peat Filter Aerobic Treatment Unit ❑Recirculating Sand Filter Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel s Pipe Other (explain) V. Dis ersal[Freatment Area Information: Design Flow (gpd) Degq Soil Appti ion Rate(gpdsf) Dispersal Area Required (s Dispersal Area Proposed sf) System Elevation / ► ` C � yid /01. �o VI. Tank Info Capacity Total Number nufacturer Pre Site Steel Fiber Plastic Gallo s Gallons of Units Concrete Constructed Glass LTank Existing Tanks Sep tic or Holding Tan Aerobic Treatment Un Dosing Chamber t7 l VII. Responsibility Statement- I, the undersigned, assume responsibility for in atioa of the POVM shown on the attached plans. Plu s Name (Print) Plumber' ignatu MP PRS Number Business Phone Number ZgM� ao35 7 6 Plumber's Address (Street, Ci , State, Z' ode) «-- �— /00 1 X Vill unt y /De artment Use Onl Sanitary Permit Fee (includes Ground r Date Issued Is ng Agent ignature (N t mps) Approved ❑ Disapproved Surcharge Fee) �"� d 6 T r v ❑ Owner Given Reason for Denial JJ/ Co ti ns of Approval/ easons for isapprp l �/A I 1 Septic tank, effluent filter and ,Y3. �z- 6) - dispersal cell must all be service maintained as per management plan provided by plumber. 2. All setback requirements must be maintained s as per applicable code /ordinances. - Attach complete plans (to the County only) for the sys on r not [ha tta iP size SBD -6398 (R. 01/03) fz� i - - _ v x � h o v t _ to �. 4 { fr r' a. o o0 I Safety and Buildings 10541 N RANCH ROAD commerce HAYWARD WI 54843 TDD #: (608) 264 -8777 isconsin www•commerce.state.wi.us /sb www.wisconsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary August 06, 2004 CUST ID No.220357 ATTN.• POWTS Inspector ZONING OFFICE BRADY J UTGARD ST CROIX COUNTY SPIA 110 KELLER AVE N APT 112 1101 CARMICHAEL RD AMERY WI 54001 -1034 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/06/2006 Identification Numbers Transaction ID No 1026227 SITE• Site Il) No. 687038 Halle Builders Please refer to both identification numbers, << 170TH Ave above, in all correspondence with the agency. Town of Richmond St Croix County SWIA, SW1 /4, S33, T28N, R16W FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 971331 Maintenance required; 450 GPD Flow rate; 38 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 101) 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- 1069 1 -P(N.0 1/0 1). • The pressure network is to be constructed in accordance with "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) ". • The mound site shall be chisel plowed to a depth of at least 16" per your written statement of August 5, 2004.° We suggest you contact St. Croix Zoning as they may want to be present at the mound site during the process. �0 A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits >, required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. NN 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. 1 BRADY J UTGARD Page 2 8/6/2004 r i 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. Sincere Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Thomas E Devereaux Plumbing / POWTS Reviewer II , Integrated Services WiSMART code:`7633 (715)634-3026, 7:15 am - 4:00 pm Mon. - Fri. tdevereaux@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 l MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: HALLE BUILDERS Owner's Name: HALLE BUILDERS Owner's Address: 1113 HWY 64 NEW RICHMOND, WI 54017 Legal Description: SW1/4SW1/4S33T28R16 Township: RICHMOND County: ST. CROIX Subdivision Name: PARTRIDGE RUN Lot Number: 10 Block Number: N/A Parcel I.D. Number: 026 - 1019 -10 -000 Plan Transaction No.: Page 1 Index and title, Page 2 Data entry, Page 3 Mound drawings y����� „ Page 4 Lateral and dose tank Page 5 System maintenance specifications 6� �N Page 6 Management and contingency plan Page 7 Pump curve and specifications S 1 Page 8 PLOT PLAN Page 9 soil test Designer: BRADY UTGARD License Number: 220357 Date: 07/22,104 Phone Number: 715 - 268 -6995 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 (01/81) Version 3.11 (R. 06/01) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) L R Residential or Commercial Design Note: Sand fill (D) calculations assume a . 30000 Estimated Wastewater Flow (gpd) Table 83-44 -3 in -situ soil tneatrrientforfecal 1 colftm of - 36 inches. 1.50 Peaking Factor (e.g. 1.5 = 150 450.00 Design Flow (gpd) 3.00 Site Slope (%) 100.70 Contour Line Elevation (ft) ✓ i 24 Depth to Limiting Factor 0.50 In -situ Soil Application Rate (9pd/ft Distribution Cell Information 1 75.00 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /fe) 1 Influent Wastewater Quality (1 or 2) Are the laterals the high� point in the distribution 1.' Pressure Disribution Information network? Enter Y or N (c or e) C Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation ft 4 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) = 9.38 ft /orifice 2.00 Forcemain Diameter (in) r - v l 150.001 Forcemain Length (ft) Does the foroemain drain back? 4 88.00 Pump Tank Elevation (ft) Enter Y or N 3.25 System Head (ft) x 1.3 24.47 Forcemain Drainback (gal) 13.20 Vertical Lift (ft) 46.90 5x Void Volume (gal) "_7 i 3.17 Friction Loss (ft) 71.36 Minimum Dose Volume (gal) 3 19.62 Total Dynamic Head (ft) 31.46 System Demand (gpm) / Z11__ Lateral Diameter Selection Manifold Diameter Selection P in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x 1.25 x X 2.00 X 1.50 x 3.00 2.00 x 3.00 1 x Gallonslinch Calculator (optional) Treatment Tank Information 600.00 Total Tank Capacity (gal) 1000.00 Se is Tank Capacity (gal) 51.00 Total Working Liquid Depth (in) 'WIESER Manufacturer J 11.761 gal /in (enter result in cell B49) Dose Tank Information Effluent Filte Infor mation j 600.00 Dose Tank Capacity (gal) lZabel Filter Manufacturer a 11. 76 Dose Tank Volume (gal /in) A100 Filter Model Number I WIESER J Manufacturer Project: HALLE BUILDERS Page 2 of 9 6 •d Mound Plan View 1 y 10 Observation Pipe Q J °s:. �-•' .tip • _ — W } g — — r � I L!• L Mound Component Dimensions A 6.00ft E 14.16 in H 1.00ft K 8.58 ft B 75.00 ft F 9.25 in I 8.08 ft L 92.17 ft D 12.00 in G 0.50 ft J 6.25 ft W 20.33 ft 450.00 (ff) Dispersal Cell Area 1 1055.98 (ff) Basal Area Available 6.00 (gpolft) Linear Loading Rate 7.50 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.47 (ft) � H t .tritiirir 2 ririirr ,. 1 I F Dispersal Cell 102.20 (ft) Lateral 101.70 (ft) Invert Dispersal Cell 'p t Elevation •�.•.{ •Ji 1` "' • � ,4� 4 • • • lL+� ��� 4. ryV.V A� ` }• (L "Y 100.70 (ft) Contour Elevation 3.0 °!o Site Slope Geotextile Fabric Cover Shading Key I T Dispersal Cell See lateral details on 70 ®Topsoil Cap a 1.5 ft Page 4 for number, size, rirrr Subsoil Cap 00 5 and spacing of laterals. ,� "t' • a�' b:•;' Laterals are equally © ASTM F C33 Sand :o ` = •• Z . ^ T • ical t eteeral spaced from the Tilled Layer d 0 5 ft .• ,- .- - ° ° JOE centerline in the Aggregate a c � °f ��`� �'�'��; °�' °L�� distribution ''� =��=•`.�:':: distribution cell (AxB). Project: HALLE BUILDERS Page 3 of 9 ip •d a Center Connection Lateral Layout Dai g ram Force main connection via tee or Oros$ to manifold at any point. Laterals are identical r 5 e— P S •= Turn- up%Wballvalveor IEX-- x0 d2 +i Laterals& Force main of PVC Sch40 dean out plug per COMM Table 84.30.5 Hiles drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.25 in Orifice Spacing (X) 3.20 ft Lateral Length (P) 36.80 ft Orifices per Lateral 12 Lateral Spacing (S) 3.00 ft Orifice Density 9.38 fe /orifice Lateral Flow Rate 7.86 gpm Manifold Length 3.00 ft System Flow Rate 31.46 gpm Manifold Diameter 2.00 in Total Dynamic Head 19.62 ft Forcemain Velocity 3.21 ft/sec Dose Tank Information Looking comer with warning label and locking device and sealed watertight Electrical as per NEC 300 and --► Cam 16.28 WAC 4 in. min. Disconnect .��_ Tank component is properly vented F— Altemate outlet location Forcemain diameter WIESER Manufacturer 2 in. Capacftyl 600.00 Gallons T Volume 11.76 galrnch A Weep hole or anti - Dimension I nches Gallons B siphon device A 30.95 364.00 C B 2.00 23.52 ,doff Elevation (ft) C 6.07 71.36 1 89.00 D 12.00 141.12 D Total 1 51.021 600.00 ir Dose tank elevation (ft) 3" Bedding under tank. 88.00 Alarm Manuafacturer I LEVEL Alarm Model Number DLV Pump Manufacturer GOULDS Pump Model Number EP05 Pump Must Deliver 31.46 gpm at 19.62 ft TDH Project: HALLE BUILDERS Page 4 of 9 s -d Mound System Maintenance and Operation Specifications Service Provider's Name UTGARD PLUMBING �� Phone 715 - 268 -6995 POWTS Regulator's Name ST. CROIX ZONING Phone 715 - 386 -4680 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 mg/L Sal Absorption Component Size 450 ft' Maximum FOG 30 mg/L Type of Wastewater 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 every 1.5 years Moundl 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. 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: HALLE BUILDERS Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code I 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 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, 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 filter shall be assessed at least once every 3 years by inspection. The outlet finer 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. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution 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 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS, 10 mg/L FOG, and 10" cfu/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 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. Continaency 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 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: HALLE BUILDERS Page 6 of 9 MGOULDS PUMPS Submersible Effluent Pump MODEL 3871 EPO4 & EP Series APPLICATIONS • Fully submerged in high ■ EP05 Impeller: Thermoplas- ■ Bearings: Upper and lower Specifically designed for the grade turbine oil for tic enclosed design for heavy duty ball bearing following uses: lubrication and efficient improved performance. construction. heat transfer. ■ Casing and Base: Rugged Effluent systems g 99 • Homes Available for automatic and thermoplastic design provides AGENCY LISTING • Farms superior strength and corrosion manual operation. Auto- Canadian Standards Association • Heavy duty sump matic models include resistance. Wp File # LR38549 • Water transfer Mechanical Float Switch ■ Motor Housing: Cast iron • Dewatering assembled and preset at the for efficient heat transfer Goulds Pumps is ISO 9001 Registered. factory. strength, and durability. SPECIFICATIONS ■ Motor Cover: Thermoplastic • Solids handling capability: FEATURES cover with integral handle and float switch attachment points. 3 /4 " maximum. ■ EPO4 Impeller: Thermoplas- • Capacities: up to 60 GPM. tic semi -open design with ra Power Cable: Severe duty • Total heads: up to 31 feet. pump out vanes for mechanical rated oil and water resistant. • Discharge size: 1'/2" NPT. seal protection. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA -N elastomers. • Temperature: 104 °F (40°C) continuous 140 °F (60 ° C) intermittent. METERS FEET • Fasteners: 300 series 10 .a stainless steel 9 J •Capable of running 30 ► ---5 GPM dry without damage to - -- - - - -.... - -- .. - -... -- . -- -- - -- - - $ 2.5 FT - -1 - -- components. 25 1 o z a - - .- - - - - -. - - -- - - - -- --------- - -- - - - -- i--- - - - - -- ------ Motor: W _ -- r -- • EPO4 Single phase: 0.4 HP, v 6 20 -- - -� 115 or 230 V, 60 Hz, 1550 a ----------- _ -- , RPM, built in overload with r 5 automatic reset. a 4 r _ -. - .... -- - EP0 0 15 1. • EP05 Single phase: 0.5 HP o t 5 - 115 V or 230V, 60 Hz, 1550 3 1 0 RPM, built in overload with _w EPOa ^ - - - - -- - -.... - - - - - - - -- - - - -- -------- -- automatic reset. 2 3/ � • Power cord: 10 foot 5 ? 1. standard length, 16/3 1 SJTW with three prong I I grounding plug. Optional 20 0 0� — ~- -- - -- -- f oot g p 0 10 20 30 40 y 50 GPM foot length, 16/3 SJTW with three prong grounding plug (standard on EP05). ° 2 4 6 11 10 12 m CAPACITY 74 Goulds Pumps �, ,... 9,, y � � gam, d �'t �� J � ,� O b �� r I � +' f �� �� ,/ ,'/ � � ii ,, ,'`C� L 0� I � � I � � � o` , °� � n � o �` y � � � - -� � /. / � .� Wiscon� rDepartment of Industry SOIL AND SITE EVALUATION REPORT Pagel of Labor and Human Relations Division of,Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and dista� ta road. _ _ _ R VIEWE APPLICANT INFORMATION - PLEASE P I�t A,LL BY DATE ' INFORMATION o 0 30 90 PROPERTY OWNER: PROPERTY LOCATION GOVT. LOT i/4 1/4,S T AR or) W . , L SW SE 5 30 18 PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 1113 H 64 1 `s . „ 110 na I Part 'd e Run CITY, STATE ZIP CODE PHO,K R { / - ._ ❑CITY ❑VILLAGE RJOWN NEAREST ROAD New Richmond, WI. 54017 (71.112" -681 Richmond 1 Kt WIN[ CIPPLE& j ]flew Construction Use [ Residential) Number of bedrooms, ' 4 (] Addition to existing building (] Replacement [ ] Public or com mgrcial describe Code derived daily flow 600 gpd - Recommended design loading rate np_ bed, gpd /ft .2 trench, gpd /ft Absorption area required nP bed, ft 500 trench, ft Maximum design loading rate . np bed, gpd /ft .2 trench, gpd /ft Recommended infiltration surface elevation(s) 102.70 ft (as referred to site plan benchmark) Additional design / site considerations system el based on contour 1 i np of e1 1 01 70 Parent material glacial drift Flood plain elevation, if applicablena ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for s stem El S 13 ® S 11 U El S 13 EIS aU ❑ S CCU [I S IR SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ITmr& 1 0 -12 10yr3 /3 none 1 2cp1 mfr cs if np .2 2 12 - 10yr4 /4 none sic& lcsbk mfr gw if .2 .3 Ground 3 26 -42 5yr4/4 none sl ,_M na 9w na .3 .4 elev. i 0 - r ft 4 42 -70 5ry4/4 none scl M na na na np .2 Depth to limiting factor Remarks: 6 k.- lei Boring # 1 0 -9 10yr3/3 none 1 2csbk mfr cs if .5 .6 2 €€ 2 9 -20 10 r4/4 none sil lcsbk mfr gw if .3 3 20 -29 10yr4 /4 none sic& 2msbk mfr gw if .4 .5 Ground elev. 4 29 -41 10yr4 /4 none sic& lcsbk mfr 9w na .2 .3 1 nl _ # t. 5 41 -60 5yr4/4 c2p 7.5yr5/8 scl M na na na np .2 Depth to limiting factor Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. New Richmond^I 54017 Signature:, Date: 10 -1 -98 CST Number: m02298 PROPERTYOWNER Halle Builders SOIL DESCRIPTION REPORT Page 2_, of 3 PARCEL I.D. # 026- 1019 -10 -000 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0 -9 10yr3/3 none 1 2msbk mfr cs if .5 .6 2 9 -16 10yr4/4 none sicl lcsbk mfr gw if .2 .3 Ground 3 16 -38 7.5yr4/4 none sl 0M na gw na .3 .4 elev. 1 4 38 -58 5yr4/4 none scl ' na na na np .2 Depth to limiting factor 38" Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # . i n•:: :iY. Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) �► s STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Halle Builders New Richmond, WI 54017 MPRSW -3254 SW4SE4 S5- t30N - R18W (715) 246 -6200 town of Richmond lot #10- Partridge Run N 1 " =40' BM.= top of NE lot stake C el. 100' Alt. BM.= top of lot stake C el. 99.10' �4 �� z iq �o � e4 tne 6 _3 / S a ,L d Gary L. Steel 10 -1 -98 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND - OWNERSHIP CERTIFICATION FORM Owner/Buyer 11 '3 f vk W try � ,� Mailing Address 1 3 Property Address 7 for new construction) it from Planning (Verification required arming City /State Ne- W i " VYL", W C Parcel Identification Number C)AI - 1 -0 0 O LEGAL DESCRIPTION �a Property Location '/4, '/4, Sec. . T D N -R_Lg _W, Town of Subdivision e_Rk► , Lot # 0 Certified Survey Map # , Volume Page #-- Warranty Deed # C Q©gJ�� - Volume �- Page # 2 Spec house 11 yes ❑ no Lot lines identifiable ❑ yes ❑ 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 mastcrplumber, 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. 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 that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. SI ATURE 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 owners) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SI ATURE OF APPLICANT DATE permit g y « « « « «« « « « « «. A information that is mis- represented may result in th san iaiit bein revoked b the Zoning Departm ent. «« 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 fir: 452PAGE 230 60g33E�3 KATHLEEN H. WALSH DOCUMENT NO. State Bar of Wisconsin Form 2 -1982 REGISTER OF DEEDS ST. CROIX CO., WI WARRANTY DEED RECEIVED FOR RECORD 08 -27 -1999 9:15 AM EXEMPT T# DEED 15 Wesley W. Halle and Linda R. Halle, husband and wife, convey CERT COPY FEE COPY FEE: and warrant to Halle Builders, Inc., a Wisconsin corporation, the TRANSFER FEE: following described real estate in St. Croix County, Wisconsin: RECORDING FEE: 14.00 PAGES: 1 Halle Builders, Inc. 1113 Highway 64 New Richmond, WI 54017 Parcel ID No. 026 - 1019 -10 -000 The Southwest Quarter of the Southeast Quarter (SW1 /4 of SE1 /4) of Section Five (5), Township Thirty (30) North, Range Eighteen (18) West, EXCEPT Volume 728, page 136 as Document No. 407700, now known as Lots 1— 26, Plat of Partridge Run, in the Town of Richmond. This is not homestead property. Exception to warranties: municipal and zoning ordinances, easements and restrictions of record. Dated this day of August, 1999. ` &-eyW.I le Linda R. Halle ACKNOWLEDGMENT STATE OF WISCONSIN ) ) ss. I ST. CROIX COUNTY ) Personally came before me this day of THIS DOCUMENT DRAFTED BY: August, 1999, the above -named Wesley W. Halle and ®N 4 Hg4 . da R. Halle to me known to be the persons who Judith A. Remington c �@x ted the foregoing instrument and acknowledge REMINGTON LAW OFFICES D�p� the s e. P.O. Box 177 N New Richmond, WI 54017 �� _- • (715) 246 -3422 pij ry Public Stat f Wisconsin IPA O Commiss xpires: 2' / Op drF 660.00' Ln 3 78.56' ro 23.37' 1 7 In :7.00 1.024 ACRES ILO I D5.56 Z Ir p 44,582 SQ. • FT. j 33' 33' 8 �o —• --- ^' cd I 7 1.014 ACRES �`b a ' N89'55'31 "E 2 0.20' 44,147 SQ. FT. Al ACRES L._._._._._I 1 7 SQ. FT. L CD 16 l cc —., ! © •�• c — 1.004 ACRES 43, 714 SQ.: FT. I 71• 16, I L., ! 80' y N89'55'31 "E 260.20' I 15 ! 1 .. . 1.009 ACRES ; I I N C 1.0( ACRE �w � 43,948 SQ. FT. f � W LP �.\ /� 49, 7 SQ. FT. ,,rp� r� 1( w W od im C ' 1 o � Z I� - �. FT. I I S89'55': "W 204.54' L am ° 1 �Ln j o (n 50' �" SE- SYSTEMJP4� ! o 50'-► EASEMENT Ion, t - - - -- -- (n I� W I in TO LOT 10 f �r N 01-1 N I O �, Cp I loo ui Lo I (o N89'55 31 E 2 0.20 O V 208.68' I C-4 L j w .- -- - -- - - -I a) = a) N I i. N�N It o 14 l I `r c 1. 47 A RES o C o • i o C� o O raj Ki r i p° i 612 Q. FT. o Ln N^ ; I i U) r Z i 1.034 ACRES I 45,033 SQ. FT. i I RES New" 0. FT. 89.5. 31 64.54' N89'55'31 "E 26:0.20' 1 ,- 13 -j 00' i L4 11 6 i I : I y ,� 1.038 ACRES • I 1.013 ACRES 45,210 SQ. FT. I '44,124 SQ. FT. I 4• .�,ho �\' '�� •. ter I rU') S89'S5'31 "W 2 0.20' 1.826 ACRES 79,555 SQ. FT. y � s 0 a a pr I lo IN � f .. structure M •