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034-1090-20-000
,aRT\Ig� County ��N ,�� \ :'µ Safety and Buildings Division ST.CROIX �'X \^� 201 W.Washington Ave., P.O. Box 7162 Sanitary Pe it Number(to be filled in by Co.) s ) Madison,WI 5 = 2 483996 �51o33�c, �;.,A i orl iYlrt 4 I�. /ham State Transaction Number Sjta `' ermit Applicatio 1592058 In accordance with SPS Wis.Adm.Code,submission of this form to the appropriate govemmenta 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 Servies. Personal information you provide may be used for secondary IJ 705 PIONEER RD purposes in accordance with the Privacy Law,s. 15.040)(m),Slats. 1. Application Inform 'on-Please Print All Information Property Owner's Name / 034-1 # GEORGE POST 034-1090-20-000 ( 5-71 Property Owner's Mailing Address PropertyLocation 705 PIONEER RD Govt.Lot (.579B) City,State Zip Code Phone Number SW_y,,_S W_%., Section_2 g_ WILSON WI 54027 715-772-4483 (circle one) T-29—N; R_15_E or W 11.Type of Building(check all that apply) Lot# Al or 2 Family Dwelling-Number of Bedroor /3 EPLACEMENT 6&7 Subdivision Name Block# El Public/Commercial-Describe Use ❑ City of 32 CSM Nu �j Village of_HERSEY 11 State Owned-Describe Use 4.5 X iOO MOUND C L %Town of—SPRINGFIELD dk 111.Type of Permit: (Check only one box online AiCImpletelLe p icable) A. 11 New System Replacement System r tin ank Replacement Only El Other Modification to Existing System(explain) CONTOUR 100' List Previous Permit Number and Date Issued B. .it Renewal ❑ Permit Revision ❑ Ch of Plumber ❑Permit Transfer to New Before Expiration Owner A+ �3 V 2d p 2 fly() IV.T e of POWTS System/Component/Device: Check all that apply) ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑Mound>24 in.of suitable soil Wound<24 in.of suitable soil SANDLIFT 30" ❑ Holding Tank ❑Other Dispersal Component(explain) ❑Pretreatment Device(explain) V.Dispersal/Treatment Area Information: Design Flow(gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required(so Dispersal Area Proposed(sf) System Elevation 450 .20 2250 2250 102.50 VI.Tank Info Capacity in Total #of Manufacturer c 9 U Gallons Gallons Units h U New Tanks Existing Tanks v o :: WITH ORENCO FILTER w U v) w 0 A. Septic 1000 1000 =HUFFCUTT X Dosing Chamber 600 V 600 1 COMBO X VII.Responsibility Statement- 1,the undersigned,ass a responsib_Wqqr installation of the POWTS shown on the attached plans. Plumber's Name(Print) Plumbers 'gnature MP/MPRS Number Business Phone Number 139462 715-235-2644 TODD L SINZ Plumber's Address(Street,City,State,Zip Code) E5609 708T"AVE MENOMONIE WI 54751 VIII County/Department Use Only Approved Disapproved Permit Feeo 7/7 Issued Issuin gent Sign iven Reason for I $ 0� ZDl L IX.Condit$t/5TJM IWeasons for Disapproval 3, /e t.� •`4�� � �` �`('C_ 1, Septic tank,effluent fiker and dispersal cell must all be services/maintalnad ^ �t-t-emir t-J' : e-r�'`�'�'• as-per management plan provided by plumber. r n n 2. Mt se Tack requtrerttents must.ba:rttairtt�ittfd 0 rJ �2,�w -a 6e- ��a✓t d10 .�/ O� as par coot/ordirw oot Attach to complete plans for the system and submit to the County ofily on paper not less than 8 1/2 x 11 inches in size tAl_ SBD-6398(R. l l/11) @:nj 40V Safety and Buildings Division Cwnty / • 4 241 W.Washington Ave.,P.O.Box 7162 e- J tiZc Madison,RIII 51 7r Ssauaty pewit Number(to be filled m by Co.) • Y y839� Sanitary Permit Applicati mate Transaction Number In accordance with s.Comm.$3.21(2),Wis.Adm.Code,submission of this form to the appropriate emgov mental /5 Z 0 unit is required prior to obtaining a sanitary permit Note•. Application foram for stato-ownod POWTS are Project Address(if different than mailing address) submitted to the Department of Commenm personal infoamatim y y be used for secondary purposes in accordance with the Privacy Laar s.15.04 m Ststs. 4 765 A�� je,4 . L Application Information-Please Print 'tins Property Owner's Name / Parcel# dS% f 0 ID�D A�Od°• Property Owner's Mailing A Property Location / ��� 0� Q [PI ST,CF 1 C9l�NTY Govt.Lot city,State/ T Ztp code a�771�' �yS _'�S one le * REo� IL Type of Building(check all that apply) Lot# N R{or 2 Family Dwelling-Number of Bedrooms S �+-7 / Sabaivisiea Name n�1ACAV- Block# ❑Public/Commercial-Describe Use w 3 Z ❑city of ❑State Owned-Describe Use CSM Number A Village of iSG OTawn of IIL Type of Permit: (Check only one box on line A. Complete Nine B N applicable) A' ❑New System ,IRephraement System ❑Trestment/Holding Tank Replacement Only ❑Other Modification to Existing System(explain) B. ❑Permit Renewal ❑Permit Revision Change of Plumbs ❑Permit T er to New List Previous Number and Date Issued Before Expiration IV.Type of POWTS stewcom t/Devim - aIl tha ❑Non-Prcosurized In-Ground ❑Pressurized Iu-Ground 21rin.of suitable soil *"Mound<24 in.of suitable soil ❑Holding Tank ❑ ex Dispersal Component{exp ❑Pretreatment Device(explaitt) /t V.Dis rsaVrre ent Area Information: Design ow(gpd) Design Soil Application Dispersal Area Required(s Dispersal Area Proposed( System Elevation 0.2• So VI.Tank Info Capacity in Total ' #of Manufacturer Gallons Gallons Units w New Tanks hkisting Tanks Septic asiioldiagTEL+Ic Dosing Chamber VII.Responsibility Statement-I,the mdoralgnei raspomi for Installation oftbe POWTS shown on the attached plain. Plumber's ame(Print) Plain S' MP/MPRS Number Business Phone Number /DMA & Plumber's Address(Street,City,Stater,Zip Code LI CT Witt '!�/-&- ,9 5 : ,—? won, VIII.Conn !De IP arhnentI `mow__roves Permit Fee Date Issued t Si �'l"t'�" ' en Rea�gp fxDeaisl $ "2'/"'• UL Condit ##I�Eteasons for Disapproval 1. Septic tank,effluent finer and ✓ / dispersal cell must all be services/maintained C vrerjr 4.jl 4-tt:'4 as per management plan provided by fti /l 2:. AS st>lbacktegl�terttertcs moat be.mantained �1 Ol� S �L_� e7�p. '�CJ, o-Q U appowiw tcde/ordMnrras. f Y� et, cL«. Attach to coarpiete phms tar the system and sainsitto the County 94m ant less than a in x 11 isehes to siu tad 1. SBD-6398(R.02/09)Valid thru 02111 M 1 fVl_. l4 Q ' I N , ~ ~ O 3 c -3 O'b cl CD ? 0 M + q- Oo 2 ' ri a e° vet N i 7' M o ILL w 3 o ` DA o Ql; I~ ti t o 02 F- v -vim Nola Safety and Buildings commerceml. 13 E SPRUCE STREET gov CHIPPEWA FALLS WI 54729 TDD (608) 264-8777 i sco n s i n www.commerce.wi.gov/sb/ Department of Commerce www•wisco isconsinsin.go .gov Jim Doyle, Governor Richard Leinenkugel, Secretary September 29, 2008 CUST ID No. 139462 ATTN: POWTS Inspector TODD L SINZ ZONING OFFICE T L SINZ PLUMBING INC ST CROIX COUNTY SPIA E5609 708TH AVE 1101 CARMICHAEL RD MENOMONIE WI 54751-5520 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/29/2010 Identification Numbers ~ Transaction ID No. 1592058 SITE: George Post Site ID No. 742695 705 Pioneer Rd (site) Please refer to both identification numbers, Town of Springfield, St Croix County above, in all correspondence with the agency. SW 1/4, SW 1/4, S28, T29N, R14W Lot: 6&7, Block: 32, Subdivision: Abandoned Hazel Street FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 1201477 Maintenance required; Replacement system; 450 GPD Flow rate; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.0 1/0 1) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. 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 Dept. per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This approval is based in part on an interpretive determination approved pursuant to s. Comm 85.60(2), Wis. Adm. Code and recorded under transaction number 1592061. It is subject to the conditions set forth in that approval. • 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 publications SBD-10706-P(NO1/01) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems - Version 2.0. • Chisel plowing is required to at least 16 inches depth prior to sand placement. • Proper landscaping of the mound and land surface up slope of the mound is critical to proper operation. See the approved plans for details. • Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. • The existing POWTS must be properly abandoned per s. Comm 83.33 Wis. Adm. Code. 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 TODD L SINZ Page 2 9/29/2008 I required by the state or the local municipality shall be obtained prior to commencement of construction, installation or operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. 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, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Leroy RPSS POWTS Wastewater Specialist WiSMART code: 7633 Integrated Services Bureau (715)726-2544 , Friday, 7:00 a.m. To 3:30 p.m. Leroy. j ansky@wisconsin. gov I I I T MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE SFp D Project Name: George Post Replacement Sewer 1 11J G 8 20G Owner's Name: George Post 8014,0/IV ^A^ Owner's Address: 705 Pioneer Road J\. Wilson Wi 54027 715-772-4483 Legal Description: SW1/4 SW1/4 S28 T29n R14W Township: Springfield County: St Croix Subdivision Name: Abandoned Hazel Street Lot Number 687 Block Number. 32 Parcel I.D. Number 034-1090-20-000 81090-30-000 Plan Transaction No.: 8 Page 1 Index and title P.O.W.T S. Page 2 Data entry Conditionally Page 3 Mound drawings A " M Page 4 Lateral and dose tank vN: raIROVED Page 5 System maintenance specifications DEPARTMENT OF COMMERCE Page 6 Management and contingency plan D14 10N OF SAFETY AND BUILDINGS Page 7 Pump curve and specifications A Page 8 Plot Plan SEE RRESP pENC Designer: Todd Si License Number MP139462 Date: 09/10 Phone Number. 715-235-2644 Signature: Z~~~ Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) Version 5.1 (R. 06/06) Page 1 of 8 Mound and Pressure Distribution Component Design Site Information R Residential or Commercial Note: sad fill (o) a 300.00 j Estimated Wastewater Flow (gpd) Table 83-44.3 in.. ~ soil treatrnent for fecal 1.50 Peaking Factor (e.g. 1.5 = 150%) cdifoRn or 36 inches. 450.00 Design Flow (gpd) 5.00Site Slope t -_1.00000 Contour Line Elevation (ft) 6.001 Depth to Limiting Factor (in) z _ 0.20; In-situ Soil Application Rate (gpd/ft ) Distribution Cell Information 100.00! Dispersal Cell Length Along Contour (ft) = 4.50 Cell Width (ft) 1.00. Dispersal Cell Design Loading Rate (gpd/ft) Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Pressure Disribution Information network? to- r a ti E ~ Center or End Manifold 2.25 Lateral Spacing (ft) If N above, enter the elevation (ft) j 2 Number of Laterals of the highest point. 0.125; Orifice Diameter (in) 4.00' " Orifice Spacing (ft) = 9.00 ft2/orifice j 2.001 Forcemain Diameter (n) 55.00! Forcemain Length (ft) Does the forcemain drain back? Y i~ 88.001 Pump Tank Elevation (ft) = t = Y ,)k J 6.50 System Head (ft) x 1.3 8.97 Forcemain Drainback (gal) 14.00 Vertical Lift (ft) 62.70 5x Void Volume (gal) 0.53 Friction Loss (ft) 71.67 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 20.60 System Demand (gpm) 21.03 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. o ions choice in. dia. options choice 0.75 1.25 x x 1.00 1.50 1.25 x - x 2.00 1.50 x 3.00 2.00 x 3.00 x Gallons/inch Calculator 4 Treatment Tank Information Total Tank Capacity (gal) 1000 00L Septic Tank Capacity (gaq 1 Total Working Liquid Depth (in) H-W Concrete Manufacturer ,I gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 627.00 Dose Tank Capacity (gal) Orenco Filter Manufacturer 1490 Dose Tank Volume (gal/in) FT0822-14ba_ !Filter Model Number Huffcutt Concrete Manufacturer Project: George Post Replacement Sewer Page 2 of 8 r Mound Plan and Cross Section Views T J 1/10 B < - « < : Observation Pipe 3 - K p Q A W . - B I . • L Mound Component Dimensions A 4.50 ft E 32.70 in H A9.84 It K 13.15 ft B 100.00 ft F 9.25 in z ft L 126.30 ft D 30.00 in G 0.50 ft J ft W 32.34 ft 450.00 (ft2) Dispersal Cell Area 2250.00 (ft) Basal Area Available 4.50 (gpd/ft) Linear Loading Rate 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 104.27 (ft) F p; C1 103.00 (ft) Lateral 102.50 (ft)~ - Invert Dispersal Cell s ❑ ~ Elevation E _ D s 4 100.00 (ft) Contour Elevation 5.0 % Site Slope Geotextile Fabric Cover Shading Key ~T Dispersal Cell See lateral details on l Topsoil Cap c 1.5 ft Page 4 for number, size, © Subsoil Cap M o O ~''~Q T and spacing of laterals. © ASTM C33 Sand ~ Z / F Laterals are equally Tilled Layer 0.5 ft Typical spaced from the ❑5 Aggregate v c --•I 05 distribution cell's ♦ centerline in the A distribution cell (AxB). Project: George Post Replacement Sewer Page 3 of 8 I End Connection Lateral Layout Diagram Laterals centered over the A & B dimension ! - Tu rn-up wd ba 11 valve or cl ea n out pl u g `I P AN laterals are identical k- X- ) I Holes dr7ed on the bottom of the lateral s equay spaced Force mail oofmodw via tee or cross to maniFold at arty point Laterals & Force main of PVC Sch 40 (per COMM Table 84.30-5) Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 4.10 ft Lateral Length (P) 98.40 ft Orifices per Lateral 25 Lateral Spacing (S) 2.25 ft Orifice Density 9.00 ft 2/orifice Lateral Flow Rate 10.30 gpm Manifold Length 2.25 It System Flow Rate 20.60 gpm Manifold Diameter 1.25 in Total Dynamic Head 21.03 ft Forcemain Velocity 2.10 ft/sec Dose Tank Information t_ocWg cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and Comm 16.28 WAC D scor><lect 4 in. min. Tank component is property vented E Akenwrie otrtlet location Forcemain diameter Huffcutt Concrete Manufacturer 2 in. Ca acit 627.00 Gallons I Volume 14.90 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 23.27 346.73 B 2.00 29.80 C Pump off devation (ft) C 4.81 71.67 -t 89.00 D 12.001 178.80. D Total 42.08 627.00 ♦ Dose tank elevation (ft) Bedding under tank. 88.00 Alarm Manuafacuurer S J E Rhombus j Alarm Model Number Tank Alert 1 Pump Manufacturer Franklin Pump Model Number SE 40 H Pump Must Deliver 20.60 gpm at 21.03 ft TDH Project: George Post Replacement Sewer Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name T L Sinz Plumbing Inc. Phone! 7-i5'--235--26-4-41 POWTS Regulator's Name S i d roix Co. 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 Soil Absorption Component Size 450 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mt_ Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Should inspect and dean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested eve 1.5 years Mound Inspect for ponding and seepage once every 3 years Othr? 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)(1, 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 Tum-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: George Post Replacement Sewer Page 5 of 8 ' y Mound System Management Plan • Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01 /01)] 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 loW 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. Arty 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. Seofic Tank The septic tank shall be maintair-ed by an individual certified to service septic tanks under s_ 281.48, Stals. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm_ Code. The opera" condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shad be cleaned as necessary to ensure proper operation. The tiger 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 filer alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and sc rn in the tank exceeds 113 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triemiif assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than miaxanurn soxm and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generaly not required. However, if such products are used they shall be approved for septic tank use by the Department of Comrrwce. Pero Tank The pump (dosing) tank shall be inspected at least once every 3 years. AN switches, alarms, and pumps shall be tested to verity proper operation. If an effluent filter is installed w tin the tank fl shall be inspected and serviced as necessary. Mound and Pressure Disfrilbubon System No trees or shrubs should be planted on the mound. Plantings may be made around the mouxrs 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 sod compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the whiter will promote frost penetration. Coll 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 m91L BODS, 150 mg/L TSS, and 30 rmg1L FOG for septic tank effluent or 30 mg/L BODS, 30 rmg/L TSS, 10 rmg/L FOG, and 104 ctu/100 mL for highly treated effluent. Influent flow may not exceed mnaxini m 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 fox effluent poxxdng. Pending levels shad be reported to the owner. and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Condnaen 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 perfarinanee. If the mound component fans 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 mmedi a, and related piping, and replacing said components as deemed necessary to brig the system k*D proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagernent and maintenance for prebeatnent devices such as aerobic treatment units or disinfection units are attached as separate doaumnernts and are considered part of the overall management plan for this system. I( g A, Franklin Mectric: INSTR~CTIOW MANUAL Upper Volute Seal: Vellumoid gasket INTRODUCTION Power Cord: 16 AWG 3-conductor copper stranded Franklin Electric Submersible Effluent Pumps are designed for Cooling: The motor housing contains a cooling use in normal sump and general. dewatering.ap.plications where oil to. provide cooling for the motor and higher pressure is required. The-pump is designed for pumping to lubricate bearings and seals. These non-explosive, non-corrosive liquids with up to 3/4" spherical pumps are capable or operating with solids. Do not use for raw sewage. the motor housing partially exposed Automatic operation can be achieved with the use of the RFS for extended' periods.of time, providing Remote Float Switch. Other accessories such as basins, check sufficient motor cooling and bearing valves and covers are also available, lubrication, however, for the best cooling and longest motor life, the liquid level All models have a 1-1/2" NPT discharge. Do not over-tighten being pumped should normally`be above discharge pipe into pump volute discharge. the top of the cast iron motor housing. UNPACKING: SAFETY GUIDELINES: Franklin Electric pumps are carefully packaged, inspected and tested to ensure safe operation and delivery. When you receive your pump, examine it carefully to determine that there are g" no broken or damaged parts that may have occurred during Risk of electrical shock. This pump is supplied with a groundinq shipment. If damage has occurred, make notation and notify the conductor and/or grounding-type attachment plug-To reduce firm from which you purchased the pump and they will assist the risk of electric shock, be certain that it is connected to a you in replacement or repair, if required. properly grounded grounding-type receptacle. SPECIFICATIONS: Read all., instructions and safety guidelines thoroughly. Failure to Discharge: 1-1/2" NPT vertical follow the guidelines and the instructions could result in serious, bodily injury and/or property damage.t Handling Capabilities: 3;4" screened opening ` Your effluent pump is equipped with a 3-prong electrical plug. Housing: Cast iron The third prong is to ground the pump to_prevent possible Volute: ABS plastic electrical shock hazard. Do not remove the third prong from the plug. 'A separate branch circuit is recommended;,Do not use an Impeller: Closed design with stainless steel wear extension cord. ring When a pump is in a basin, etc., do not touch motor, pipes. Motor: Single phase induction 1750 RPM, or water until unit is unplugged or shut off. If your installation with automatic reset thermal overload has water or moisture.present, do not touch wet area until all protection Hardware: 300 Series stainless steel FIGURE 2. FLOW - LITERS/MINUTE Bearing: Ball : Radial Bearing: Sleeve - Permanent lubrication o loo 200 aoo Shaft Seal: Mechanical, spring loaded, stationary 10 carbon with rotating ceramic seat 30 Impeller Seal: U-cup, Nitrile e Volute Seal: O-ring, formed Nitrile w w Motor Housing/ 'i 20 6 °a FIGURE 1. _ , o a cus.ssaa+ssmn+aue--•- to 2 2 • re 0 0 0 20 40 so so ° FLOW - GALLONS/MINUTE 'P IV) H N o J Y- 17 lj T ir1~ 7 ✓ A O l a a M 91 c1- Q' C~ r a t f~~ M A-- N 60 kA C-*) U M ` aq W 3 N ? N = O \ N 3 ~l , o M N ~ ~ ~ ~ . S 2 LJL -21 41 Q ~-t-' z j ~ vi 1,il l J b nA NIQ j t~J A 0 o 021 ti-- v y" NO ~d Safety and Buildings 3824 N CREEKSIDE LA commerce.wi.gov HOLMEN WI 54636 TDD (608) 264-8777 Itiepartment sco n s i n www.commerce.wi.gov/sb/ of Commerce www.wisco isconsinsin.go .gov Jim Doyle, Governor Richard Leinenkugel, Secretary September 29, 2008 CUST ID No. 139462 ATTN: POWTS Inspector TODD L SINZ ZONING OFFICE T L SINZ PLUMBING INC ST CROIX COUNTY SPIA E5609 708TH AVE 1101 CARMICHAEL RD MENOMONIE WI 54751-5520 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/29/2010 Identification Numbers Transaction ID No. 1592061 SITE: George Post Site ID No. 742695 705 Pioneer Rd (site) Please refer to both identification numbers, Town of Springfield, St Croix County above, in all correspondence with the agency. SW 1/4, SW 1/4, S28, T29N, R14W Lot: 6&7, Block: 32, Subdivision: Abandoned Hazel Street FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1201479 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. Only those object types listed above have been approved; other submittals such as plumbing and those listed below under Also Submit, may be required. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the highest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. The estimated highest level of prolonged soil saturation approved under this determination is six inches below grade. At least 30 inches of sand lift on top of six inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. 3. The basal soil application rate for the mound shall be < 0.20 gpd/sf, and the linear loading rate < 4.5 gpd/ft. 4. Chisel plowing to a depth of> 16 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. 5. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. 6. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 7. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 8. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. TODD L SINZ Page 2 9/29/2008 If the Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter, the expiration date only applies to the plans for the design, not to the decision on the Interpretive Determination Report. 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. If plan index sheets were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. Any local requirements shall be complied with. 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. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 eroy 7Gnsky, RIPS POWTS Wastewater Specialist WiSMART code: 7633 Integrated Services Bureau (715)726-2544, Friday, 7:00 a.m. To 3:30 p.m. leroy.jansky@wisconsin.gov i Interpretive Determination Report ~4r 8 2008 Property owner George Post 705 Pioneer Road Wilson, WI 54027 SWV4SW'/4S28T29R 15 west Springfield Township St. Croix County, WI The site location of this report is at this address. Prepared and Submitted by Lewis C Bjork, Master Plumber and Certified Soil Tester Department of Commerce Credential Number 253976 Department of lFtyta,~ „ices Certification Number 82247 Condition ally APPROVED , 1592,061 DEPARTMENT OF COMMERCE DIVIS► J OF SAFETY AND BUILDINGS SEE CO ' ewi"s WjOXV' E7818 County Road E Menomonie, WI 54751 715-308-2173 Lewisbj orkgyahoo. com TABLE OF CONTENTS Introduction and Project Information 2 Methods 4 Local Hydrology 5 Geomorphology 7 Soil Disturbance and Hydraulic Modifications 8 Landscape Position and Local Topography 8 Soil Series 10 Data 11 Conclusions and Recommendations 12 References Attachments Soil Evaluation Report, Lewis Bjork on 7-28-2007 Soil and Site Evaluation/ Examination Preformed by Jansky on 7-29-2008 with Lewis Bjork learning. Topographic Details, Section 28 T 29 N R 15 West Soil Series Map, Soil Survey of St. Croix County 1 I In 2007 Mr. Post was not inclined to proceed with this report and subsequent investigation. He also was not interested in the prospect of a new approved holding tank. One year later now July 2008 he contacted myself and expressed his interest in moving forward with further investigation and this report. The first order of business was to meet with Pam Quinn ( Representing St. Croix ) at our site 705 Pioneer Street. We dug and examined two pits in the proposed mound area. Pam felt that our site had promise and was worthy of further Investigation and a (on- sight )visit by Jansky (An expert in soils and the District Waste Water Specialist This was preformed on Monday the 21" of July 2008, 2pm, after a rain event the previous Saturday. On the 29th of July 2008, I Oam I met with Jansky at our site 705 Pioneer Street . After examination of the site and soil Mr. Jansky felt that we had a least 6" of non-saturated (more than couple of days anyway) A- Horizon and with an executable Interpretive Determination Report and a few design stipulations we could proceed with a mound installing goal. The vegetations within the tested aera consists of miscellaneous up land grasses. There are no signs of stress within the project area due to excessive or insufficient moisture. Hydric vegitation was not observed 3 Interpretive Determination Report for A + 0 Mounds Septic System on the George Post Property Introduction and Project Information On the 28 of July 2007 Lewis Bjork, CST 25397 conducted a soil and site Evaluation on the George Post property located at 705 Pioneer Road Wilson WI 54027 for the purpose of installation of a new POWTS. This site (Approximately 11/2 acres) has one existing three bedroom home with anon Conforming holding tank. After several primary pits it was determined that most of southern half of the property had been disturbed by former buildings and driveways, parking lots etc. These things are now gone but, the impact on the structure of these delicate soils remains . However there is a metaphoric (so to speak) silver lining to this cloud. The "backyard" directly east of the home has a 132' slightly convex contour with undisturbed natural soils. This is the area of our focus and proposed location of our treatment and dispersal mound cell. Our soil evaluation pits in this area however lack the required A+4 for design and installation of a POWTS by "standard " cannels. 2 I _ within tested area. Methods Soil color, texture, structure, consistence and redoximorphic have been evaluated and reported on accompanying Soil Evaluation Report in accordance with the guidelines set forth under comm. 85 Wisconsin Administrative Code. Examples of Interpretive Reports done buy other good soil testers. Pertinent information has been extracted from Soil Survey of St. Croix County, Wisconsin. Topographical details where obtained from the DeLorme 3-D TopoQads mapping releases. On-line aides listed in the References section of this report. A CD sent to me from Leroy Jansky titled, "Preparing the Interpretive Determination Report". This CD also contains other pertinent and useful information in the construction of this report .Field investigations included seven backhoe pits with soil profile documentations on attached Soil Evaluation Report. Two pits with Pam Quinn from St. Croix County Zoning office ( undocumented in the report other that to agree verbally that we have six inches of unsaturated soil in her opinion) . Two pits with Jansky that accompany this report. Rod and transit 4 elevations (site specific) were obtained at pit locations, along tentative design contour, and over ten foot grid intervals to allow the intersecting nominal contour lines to produce a detailed plot plan of site. Local Hydrology 1. Surface water drainage patterns- Surface water drainage is relatively uniform across proposed system area. The majority of surface water on this is lot comes from a culvert in the south west corner that receives surface l storm waters from crop land on the south side of highway 12 and conveys it to the west side of up slope of our mound site. The proposed mound location receives surface run off waters during prolonged rain events from an up slope area that is approximately 132'x 230'. This area is relatively pronounced due to the unique topography and physical features of the site. To the south is highway 12 that is higher in elevation and directs water west to the culvert. To the east on the lot line is an old mol board plow " land " . This term "land " is a word that my father and grandfather use to describe the opposite of a plow furrow. " You can plow a land on to fence line but you cant plow it off' I was told. Thus on 5 the east lot line of the property we have a higher elevation ( a hump or mound so to speak ) this acts as divider on the relatively consistent back slope to the north toward the proposed system area. To the west about in the middle of the lot it starts to slope downward to Pioneer Road with the lowest elevation on the east to west cross section being right at the edge on north/south Pioneer road. 2. Subsurface water drainage- The subsurface drainage in our proposed system area is described as " somewhat poorly drained" typical of Skyberg series soils listed in the Soil Survey. This is reasonable for the moderately structured silt loam A horizon and our weaker structured B horizon and underlying restrictive massive sandy and sandy clay loam till. Slower infiltration is anticipated during wet spring periods when the soils are closer to capacity and slow to dry. The underlying massive till will significantly restrict vertical infiltration. Lateral movement of water through the more permeable upper horizons will be further facilitated by the 5 to 6 percent cross section slopes below the proposed 100' design contour. Heavy and prolonged precipitation 2.5 inches in 24 hours, as described as once in two years by the Soil survey, will also slow infiltration as the A horizon reaches near capacity. Evapotranspiration will be a significant 6 I factor by summer growing season but offer no value in winter months. 3. Artificial drainage devises - No artificial drainage devises were observed during this investigation. 4. Contributing Drainage Area - This would consist of the up slope area 132'x 230' described earlier in this section. This area is primarily an old parking and building site that soil infiltration of storm water has been reduced and more prone to run off in the direction of our proposed mound site. A surface water divisional ditch will need to be constructed to limit the effects of surface water from up slope. This diversion will be shown on attached detail plot plan for mound design. 5. Soil saturation - No saturation was observed at any time during any of the numerous visits to the site. 6. Surface water elevations - The closest surface water was at times at the site was a culvert under Rail Road tracks 1 /8 mile north shown on attached 3-D TopoQuads maps. Geomorphology Limestone bedrock underlies most of St. Croix County. Typically the 7 limestone is sandwiched between layers of sandstone which is then overlaid with glacial till forming the principal soil parent material. Rockian till, correlated with the first sub-stage of Wisconsin glaciations, is the parent till for Skyberg soils. The Rockian till is overlain by a thin layer concurrent and/or post-glaciations loess cap. Soil Disturbance and Hydraulic Modification The proposed mound location is uniform topography. Land use was hay crops in 2005, minimal recent tillage and significant root penetration have enhanced soil structure. The upper B horizon exhibited weak platy structure in one pit profile which is a possible artifact of tillage but is as likely a result of the natural deposition process of loess soils. Hydraulic conductivity of the solum can -and should be - improved by deep chisel plowing to a depth of at least sixteen inches. Landscape Position and Local Topography The landscape position of the proposed mound site is on the western slope near the midpoint of the west end of a glacial ground moraine. The 8 proposed location, along the 100.0 contour. The 100.0 contour is located on a south slope with small scale cross slopes slightly north to south at 5% although the general slope of the moraine is to the north. The moraine rises to the east to a nominal elevation of 1280 MSL, about'/4 mile south of Highway 12, just south Pioneer Road, almost 1/2 mile north of the 100.0 contour which is at a nominal elevation of 1210 MSL. The moraine slopes from just about the 100.0 contour about 1/z a mile to the north; natural surface drainage is to the west of the 100.0 contour about 100 feet to a shallow surface drainage feature which trends nort about %z mile, and into a culvert under rail road tracks at a nominal elevation of 1142 MSL. Typical wetland vegetation is evident around this area and immediately north of the rail road tracks. No structures are down-slope to interfere with lateral movement of effluent. The 5% slope at the mound site will increase the hydraulic gradient and encourage lateral movement of treated effluent. Upslope surface runoff can -and should be -be minimized by landscaping fill up-slope of the system. The upslope toe of the proposed system should be extended with additional fill such that surface runoff is diverted to the west and east and ultimately 9 around the west and east ends of the mound. The small scale cross slopes at the proposed mound location combined with the available length are significant reasons to favor this location. Enhanced lateral effluent movement plus low linear loading are excellent indicators of good system performance for an A+0 mound system. Soil Series The Soil Survey of St. Croix County maps the site soils as Skyberg Series close to the boundry of both Magnor and Amery Series upslope to the east. These soils are respectively described as "somewhat poorly drained" (Skyberg), "somewhat poorly drained" (Magnor, and "well drained" (Amery). Field observations of soils pits are in reasonable agreement with these mappings. All three series are Alfisols; Families vary from Coarse- loamy mixed (Amery) to Fine-loamy mixed (Magnor) to Fine-loamy mixed, mesic (Skyberg); subgroups are Typic Glossoboralfs (Amery) to Aquic Glossoboralfs (Magnor) to Udollic Ochraqualfs (Skyberg). 10 Field observations show reoximorphic features absent to depths of 6-7 inches in two pits representative of the proposed mound site. The B horizon redoximorphic features in the system area were typically few and faint but common and distinct in one pit below the observed A-2 horizon. Periodic soil saturation is indicated below 6 inches by these observations. The Amery soils are described as formed in areas of pitted drift which are typically formed by the third sub-stage of Wisconsin glaciations, the Cary till. It is possible that these sandy subsoils were formed by the influence of this later glaciations sub-stage over the older Rockian sub-stage. More likely they were formed by erosional deposition from the upslope mapped Amery soils. In either case the better drained, sandy subsoils add weight to the conclusion that a successful A+0 mound can be installed in this area. Data The soil and site evaluation report and data are similar to other sites which have received Department of Commerce approvals for A+0" mounds with minimum of six inches of seasonally unsaturated soils in the upper A 11 horizon. Examples include the Robert & Ellen Olson site, ID # 1569703 Lisa Mosetine site, ID #636612, Anthony Lugwig site, ID #634143, Jon Mentink site, ID #787909, Tim Holldorf site, ID #849265, and Karen & Kiether Anderson site, ID #639788 Conclusions and Recommendations 1. Seasonally saturated soil conditions go not occur in the upper 6 inches of the soil profile as indicated by the absence of redoximorphic features. 2. The A horizon in the proposed system area is Munsell color 7.5 YR 3/2 to 10 YR 3/2 which indicates an organic matter content nominally of 25 g/kg in the range of 20-30 g/kg or 2.5 percent. This level of organic matter is indicative of relatively god drainage and aerobic conditions. 3. The relatively low level of organic matter indicated by the Munsell value of 3 would facilitate observation of high chroma redoximorphic features in the A horizon. The general lack of observation of these features in the A horizon is strengthened by the low organic matter content which lends further evidence to a conclusion that at least six inches of soil is present which is not periodically saturated for more than six day. 4. No hydric soil indicators are present in the observed system area soil pits; this conclusion is based on particularly careful review of the indicators for All Soils and Loamy and Clayey Soils. 5. System area pits demonstrated root penetration to depths of 14-16inches; such depths are not expected in soils which remain saturated for significant time periods. 6. The small scale cross slopes of 5% indicates excellent potential for i lateral movement of effluent down-slope into the more permeable upper soil horizons and away from the mound system without surface ponding. 7. The available length which allows for a 100 foot which enhances the ability of the system to allow effluent to infiltrate the in situ soils. 8. The site is acceptable for a mound septic system with a minimum of six inches of unsaturated soil for treatment and dispersal of treated wastewater effluent as allowed by Comm83.44(3)(b)l. The observed six inches of redoximorphic-free natural soil will allow treated effluent to be assimilated into the subsurface without ponding on the ground surface. 9. Sit preparation requires mowing and removal of as much vegetation as possible followed by deep chisel plowing to at least a 16 inch depth. I O.Additional fill landscaping soil shall be added to the upslope area of the mound structure filling the concave, upslope area between the west and east system ends. The final, settled slope of this landscape fill shall be at least 2% to the west and southwest end to the south, and around the west end to the west and southwest. This fill will correspond with the construction of the ditch upslope the proposed mound. 11.Landscaping to the east of the system, in conjunction with the above up slope landscaping, must ensure that any surface drainage following the existing plow land is diverted to the southeast to further minimize the adverse impact of natural surface drainage on the system. 12.Mound construction requires 2.5 feet of ASTM C-33 sand lift immediately placed on the freshly plowed ground surface. Construction must take place under relatively dry conditions. This depth of sand creates an effective sand filter and can be expected to produce a treated effluent with loss than 30 mg/L of both BOD and TSS and fecal coli form concentrations of <10,000 cfu/100mL 13.The rock cell in the mound structure shall be 4.5 by 100 for a linear loading rate of 4.5 gallons per day per foot for a three bedroom residence. 14.The sand basal area loading must be a maximum of 0.2 gallons per day per square foot which can be accomplished by extending the sand tow to 18.0 feet below the lower edge of the rock cell giving a total system basal area loading rate of 0.11 gallons per day per square foot. 1 15.The system management plan must provide adequate maintenance information to maximize the system longevity. Final authority for this site's approval rests with the appropriate regulatory authorities, the Wisconsin Department of Commerce and the St. Croix County Zoning Office. This report, conclusions and recommendations are the professional opinion of Lewis C. Bjork, CSTM 253976. 15 Wisconsin Department of Comm SOIL. EVALUATION REPORT page 1 of 4 Division of Safety and Buildings ~ (~Q in ac6dQ with Comm 85, Wis. Adm. Code C. 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. 034-1090-20-000 &1090-30-000 percent slope, scale ordimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s 15.04 (1) (m)). 10-18-07 Property Owner Property Location Post, George Govt. Lot SW 1/4 SW 1/4 S 28 T 29 N R I5 E❑(or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 705 Pioneer road 6&7 32 Abandoned Hazel Street City State Zip Code Phone Number ity ❑Village Town Nearest Road Wilson WI 54027 ( 715-772-4483 US HWY 12 & Pioneer rd New Construction LlseE] Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: na Parent material Loess over till Flood Plain elevation if applicable as _ ft. General comments Install A+0 mound system on 100' contour with approval from Jansky and accepted interpretive deterrnination and recommendations: report . This is in the back yard (east) of existing home on area that has not been disturbed . 1592061 Boring # 11 Boring 1 5 9 2 0 5 V 1❑ Q _ pit Ground surface elev. -98.8__r't. Depth to limiting factor 0 _ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfif in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 I 0-8 7.5yr3/2 sit 2 f sbk mvfr gs if .5 .8 2 8-13 7.5 (312 sit 2 m sbk mvfr cs if .5 .8 3 13-18 7.5yr5/4 cld7.5yr4/6-5/3 sit 2 in pl mvfr cw - .0 .0 4 18-24 7.5vr5/4 c20.5yr5/8 sit Om mfr p 0 Boring # 11 Boring 100 0 Fil 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 1 0-8 7.5yr3/2 sit 2 fsbk mvfr gs if .5 .8 2 8-16 7.5 r3/2 sit 2 n1 sbk mvfr cs If .5 .8 3 16-22 7.5yr5/8 c2dyr5/3 sit I m sbk mvfr as _ 0 O 4 22-30 7.5yr5/8 set Om mfr - - .0 .0 ` Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Efflu t #2 = BOD < 30 mg/- and TSS < 30 mg/L CST Name (Please Print) S natu CST Number Lewis c Bork 253976 Address D e Evalua n Conducted Telephone Number E7818 county road E Menomonie,W1 54751 7_28-07 715-308-2173 i Yv ww Property Owner US~ Parcel ID # Page of Q F Borkv Q Borktp 1 Ey ~t ~l Pit Ground surface elev. R, Depth to Ytrikirlg tailor in. Horizon Depth Dominant Cobr Redox De Soil Application Rate saipUon texture Structure Consistence Boundary Roots GPD* In. Mcswell Qu. Sz. Cont. Color Or. Sz. 5h. •Elfairf •Etf#2 3 Sl~ ~ I R I~ ~ S m o . b 2 z. ` iN a ~ 1 O t y~ 8orkv # ❑ Bomv Plt Ground surface elev, it Depth to umitlng factor in. Horizon Dspth Dorn mw Cobs Radox Sod _RRACWon Rate Nurser Desortption Texture t3huchrro Consistence Boundary Roots GPD/tf cu. Sz. Col Color Gr. Sz. 5h. •EttAtt 'EfW2 { 7 3 t F -S AA)C44 J 6orln° * ~ Bonng ~ Plt Ground surface elev. Depth to limiting factor. If _ o in. Horizon Depth Dornirtent Coke Redox Solt Oaaipt AP& ation Rate im Mur"I Ou. ;Sz. Cord. color Texture Strucdre Cons(stenos Boundary Roots p r G►. Sz. 8h. Erol .EW2 7 ~ r ter, ~F ~ .9 a ~ ' Eflitlent ~1 : 60Dr' 30:5 2M mill and T83 >30 < 1 SO nV/L Effluent *2 = BOD, _ gp nViL and T$3:5 30 tn°Il 900 fi3] DuIUOZ 00 YHO ZS 999V 99C STL YVA t V t 80 MOX 80/tT/LO ' I 1 An. 4 1,' .Z 7 o~ AX, ift 03. '74-9wiv Of' ~Yfi;141 gin JL Bow S~n 1,oLA1 It Ufj ~1~~Soa W-r . Ail. kco~ Lojt It, NO` LIc . ice g'3 G % B- z Z Q y ioi .y.~~~ BM * 46 j% gr Pn c~ 7 4 ~irrtl~ T~.~ ~,SLr~ ~cO ,~y spt,.y . A1O $GGrj . 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DA - - 28 DRIB u ~,,'T•• ~r~1 ilv).vA~.Ah;' + S\ \ aN P~y JW`. r ` 11~t c t rr~~``" y~? FdA B 4 u MAu- ' _ ~'cHdA\ It i~ v'\ H role ' r.:' Y, AuA c B~9 .•3A Y y vas 1 S~A o t r\ COC2 y p SAA Ex s \`t rA~ ` ;_A , 1L. 3 l.. ~K ~l•.t tit 4., .~I SrA 1 r r} FC2 SrA A~iB r f- Fos + , r4' FnE3 AmC2F,, fM 5 Nj ~Y . ~ 0 r,: i l p3 Mr ~R, AmC2 3.sz AuA s cls,:• y t a R¢C2 t Ma8 Ma8 . SaC2 ti, ~r Y71 }1 S,t~ .r Ya j. SrA 1 + K-yr 8" j + r\ q~ FnB Fn6 ass SGti "F 1% 1 --L\ a+. \ ;c! \ ► + BPA P A ~ AOB y - 1S ~K' t` Fn8 " i x '~t rr`.• Sa \ iv 'r, AOB 4f, ~ A;; r;`.. q e• r ;s` Jib"lr ~;bEinS (Joins sheet 80) r 4 SAFETY AND BUILDINGS DIVISION commerce.wi.gov Integrated Services Bureau INSPECTION REPORT 13 East Spruce Street ■ Chippewa Falls, WI 854729 isconsin www.cornrnerce.wi.rv/4s4b Department of Commerce Jack L. Fisher, A.I.A., Secretary Date of Inspection: July 30, 2008 Plumber Name and Address: Project Name: Post Use: Residential Legal Description: SW, SW, 28, 29, 15W Site Number: na Subdivision: Lots 6-7, Blk 32, Abandoned Hazel St Certified Soil Tester Name and Address: Municipality: Town of Springfield Lewis Bjork, CST 253976 County: St. Croix E7818 CTH E Menomonie, WI 54751 Plan Transaction Number: na Sanitary Permit Number: na Owner Name and Address: George Post Wastewater Flow: 450 gpd 705 Pioneer Rd Persons Present: L. Bjork Wilson, WI 54027 An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. Test pit 1 is located on the proposed installation contour on the east end of the system area and may be described as follows: T-1 00-07" 10YR 3/2 sil, 2msbk, dsh, cs. 07-09" 10YR 4/2 sil, 2msbk, dsh, cw, w/c2d 10YR 4/6 rmfs. 09-12" 10YR 4/3 sil, 2msbk; dsh, w/ c2f 10YR 5/3 and c2p 7.5YR 5/6 rmfs. T-2 00-06" 10YR 3/2 sil, 2msbk, dsh, cs. 06-08' 10YR 4/2 sil, 2msbk, dsh, cw, w/c2d 10YR 4/6 rmfs. 08-13" 10YR 4/3 sil, 2msbk, dsh, w/ c2f 10YR 5/3 and c2p 7.5YR 5/6 rmfs. If_a-mound_systgm is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should not exceed 4.5 gpd/ft'and'the basal-was ew ateT-application-rated-should-Trot exceed 0:2- gpd/ftz. The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 30 inches of sand lift is required when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible. In addition, an up slope drainage ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. If there are any questions regarding this report, please contact me. 1z Leroy G. nsky, Pr ssional it Scientist, POWTS astewate Specialis cc: County ❑ Plumber Ierov.iansky(cD.wisconsin.Qov E-mail ® CST ❑ Owner 7151726-2544 Voice 715/726-2549 Fax ❑ Other SAFETY AND BUILDINGS DIVISION cornmerce.wl.gov Integrated Services Bureau 13 East Spruce Street INSPECTION REPORT Chippewa Falls, WI 54729 12544 v/sb 44 t(IDepartment sco ns i n (71.commerc5)).w72i.6-25 of Commerce Jack 1wwwFisher, A.I.A., Secretary Date of Inspection: July 30, 2008 Plumber Name and Address: Project Name: Post Use: Residential Legal Description: SW, SW, 28, 29, 15W Site Number: na Subdivision: Lots 6-7, Blk 32, Abandoned Hazel St Certified Soil Tester Name and Address: Municipality: Town of Springfield Lewis Bjork, CST 253976 0 County: St. Croix Menomonie, WI 54751 RfGC'~`v~ Plan Transaction Number: na ,ZI Sanitary Permit Number: na Owner Name and Address: George Post p G ~NSY Wastewater Flow: 450 gpd 705 Pioneer Rd s~ GRo,G o~F Persons Present: L. Bjork Wilson, WI 54027 ZpN\N An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. Test pit 1 is located on the proposed installation contour on the east end of the system area and may be described as follows: T-1 00-07" 10YR 3/2 sil, 2msbk, dsh, cs. 07-09" 10YR 4/2 sil, 2msbk, dsh, cw, w/c2d 10YR 4/6 rmfs. 09-12" 10YR 4/3 sil, 2msbk; dsh, w/ c2f 10YR 5/3 and c2p 7.5YR 5/6 rmfs. T-2 00-06" 10YR 3/2 sil, 2msbk, dsh, cs. 06-08" 10YR 4/2 sil, 2msbk, dsh, cw, w/c2d 10YR 4/6 rmfs. 08-13" 10YR 4/3 sil, 2msbk, dsh, w/ c2f 10YR 5/3 and c2p 7.5YR 5/6 rmfs. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should not exceed 4.5 gpd/ft and the basal wastewater application rated should not exceed 0.2 gpd/ftz. The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 30 inches of sand lift is required when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible. In addition, an up slope drainage ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. If there are any questions regarding this report, please contact me. Leroy G. nsky, Pr ssional oil Scientist, POWTS astewate Specialis cc: 0 County ❑ Plumber Ieroy.iansky(EDwisconsin.gov E-mail Q CST ❑ Owner 715/726-2544 Voice 715/726-2549 Fax ❑ Other Wisconsin Department of Commerce EVALUATION REPORT Page -L of 3 11-vision of Safety and Buildings in accordance 'th Com Wi dm. Code 64. C county Attach complete site plan on paper not less than 812 x 11 in n size. include, but not limited to: vertical and horizontal reference point (B , rection parcel I. . `0 ~F Q.... Z &-W v percent slope, scale or dimensions, north arrow, and location and distanc earest road. Please print all information. Revi d by Date 1 nvacy aw, s. 15.04 (1) (m)). Personal information you provide may used f REICTE Profwrtv- Property Location • %5 e 2007 Govt. Lot SLJ 1/j1/4 /(~A T q N R Property O~w}ner's Mailing Ad es! Lot # Block # Sub . me or CSM# ro Aj ST IX COUNTY d State Zip de Phone Number ❑ City 'Village Town N e t R d lwl- k Al i i77-2' ❑ New Construction Use: Residential / Number of bedrooms _ 3 Code derived design flow rate GPD Replacement ❑ Public or comnercW - Describe: Parent material / l'~i l~S O ViJK Jill Flood Plain elevation if applicable t rt• line l omme lions: loo - ~6 &",t Joa rt ~ t ~ t -th ~'te ~.1► Cj 1~3 p,~ roves l ~J ~.~'N ~C r• P r ~ ~ A + t tX, ~+Gt G ~ vrt t N 1~~~ rJ or A'-() /,,f. s` . F 1-1 Boring Boring 1 ) r ORIGINAL Wpit Ground surface elev. 110,18 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. . Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 'Eff#2 8 5A/- 3 - sal a ~ 6~k rvwl2 s F • s . 43 Z. 8-13 '75"~/~312 ;I f,n bk C • S • 8 r•, C .0 1.0 '1S SA4 02J F Boring # ❑ Boring ~M s r r 2-1 pit Ground surface elev. UJ ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/* in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 -Eff#2 7 3 Sb~. MOW. S i F •S . ,Z e4-7 W 7 V3 I _ S j rn k, ut2 1 F ~$`y/L s 1 s it 'I u ~2 - O •O Effluent #1 = SOD >-30 < 220 rng/L and TSS >30 < 150 mg/L uent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name ( se Print) Igna IT N I Address ate Ev kaation Conducted Telephone Number Tye ~Lw~ - ? ai~~ Property Owner C3" Parcel ID 0 Page Z of Boring # ❑ Boring ► ~'7~ FT pit Ground surface elev., _ ft. Depth to limiting factor - in. Sal Application Rate Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz Horizon tIn In. Mtxtsell Qu. Sz. Cont . Color Gr. Sz. Sh. •Elf#1 `Eff#2 3 s1( i IF Z ( rhok ~ Boring # ❑ Boring i pit Ground surface elev. fL Depth to limiting factor _ 0 in. LTJ , Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Etf#2 t 7 a - d as . b s Ii Aj 4, _I 31 Stl F ,6 •g - - - .o p Yjq 0,,j YK 513 51A 6123 F-51 Boring # Boring Ground surface elev. /D[~J, ft. Depth to limiting factor in. OPit Soil Applicati Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 M~ P6 !F 1 6 .8 a - - a 7SW WIZ -C knig -0 Effluent #1 = BOD6 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, ^ 30 mg/L and TSS < 30 ffV& i Property Owner Parcel ID # Page L of F-31 Boring # Boring t tt TTY 12 Pit Ground surface elev.160 - ft. Depth to limiting factor- in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 317 sr J~ IF . 2 ~ I L MJ~ S 3 I - y - rho l u z S6 FILPBoring Boring 1 D I I r t. pit Ground surface elev. ft. Depth to limiting factor in. LTJ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 -1 7,q-q,71-)2 Sii F .6 •8 S- 2 q 6-" Ytq I d;;12 267k 511 6j23 Boring Pit f If t~~.....~~~_......ttt Boring # Ground surface elev. lUh ft. Depth to limiting factor ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/If in. Munsell Qu. Sz. Cord. Color Gr. Sz. Sh. •Eft#1 •Eff#2 mv, lF • 6 b ? s' M-6 or, - a Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODr < 30 mg/L and TSS 130 mg/L t 4 ~ i Property Owner ik- Parcel ID # Page of 76 Boring # ❑ Boring i f Pit Ground surface elev. D ' ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stnucure Consistence Boundary Roots GPD/W in. Munsell Ou. Sz. Cord. Color Gr. Sz. Sh. 'Ef1#1 'EM o u !gA , Os S .6 -o Z 3 - .Io .O ate X~pg 4i y 75 om _ O- oYV% - o r T Boring # [J- Boring 19 Pit' Ground surface elev. 0 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominard Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Mtnsefl Ou. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ~tV4 - o Boring Boring # 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/fP in. Munsell Qu. Sz. Cord. Color Gr. Sz. Sh. 'Etf#1 'Eff#2 ` Effluent #1 = BODr > 3D:5 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BODE < 30 mg& 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 608-266-3151 or TTY 608-264-8777. SBD-8330 (R07100) i DI SGT `/ySc~l `Iy As 6 * sw n O~ 44* 03.1 _ WA, o fo f S p!%r►~y c' r 3 m Botk►n • tt F- ~raC.a use. Od- Sys t 51~~ e ,p, . Li V,i/,, y" Flits E y S~ &0 ~ y (b . 4/'AN~S~ hpc.a~ pNj ~1t~50t~ W~ . Ail Lcal L%-#X5 4-z ~ z o S(U It% :yid ~ LIL ~ S(Akt. ----_ccaq __-r . 3 E-3 / IO °/p d ~t Amer -rL \ ~inahl ~ . S f A16 f~l~rn~ se,&A 0 ~ 10,8 P i 106, $ o L r,n,tr- r ~ ~r.bed 50 WS c s-~-- 12 w S ~ ST. "CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT • AND OWNERSHIP CERTIFICATION FORM Owner/Buyer - Mailing Address ~d s `%`',C,t> rtlt~h> '06 a-• e- Property Address (Verification required from Planning & Zoning Department for new construction.) City/StateL d_ 3V - / qa ZQ- 00 0 Parcel Identification Number LEGAL DESCRIPTION Property Location '/4 , Sec.2 g , T jq_N RI-5- W, Town of 5 Subdivision , Lot # Certified Survey Map # , Volume , Page # Warranty Deed # 9,6"k' , Volume , Page # 96) Spec house yes ~i Lot lines identifiable es no SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & 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 113 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, asset by the Department of Commerce and the Departtncut 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 Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms q 11 ao/D -4-, &4 IGNATURE OF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application 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. (REV. 08/05) pffl ' r~ ST/~TE FORE! _ t. ,'art 3 L r~ riu¢ siFAm A* i~G~OYK~ oI~TA ;3729 rS VFF, - s Ana _~tarxe _eab htaesaei ~itdt +:x yr - Ida etnd. r. is td 6. csrs'e Q. Ilcrst -.sad. Hcna Peat y Of _ I Q _ - ULALM" &Ad vile, as jgk--at gtna2 t.a. W 8.3d 1~ _ _ _ FtkjjM.k To CuaintY. 0- "lasirliFING; daac~ raw aaZta in state at'y+ lea - Lots 6 & 7, black 32 and All al-'vaeatet3 •Hai~= _ - _ lying So- Of said l€sts'6 & 7- All ia_ plet. of - - V312age of $as'6s$. - -rex coy Nq. - i- el'Ay- - - FEE This hO ..lead property. : - - (13) (is pati - Exception to wArrarriftw. Dated this - day of (SEAL) (SERI * V i- E ` -Peabo (SEAL) (SEAL:) f ; - ~g kierine La Peabady- AUTHENTICATION ACKNO. WLED(i6ti NT Signatures authenticated this day of STATE OF WISCONSIN 19 _ St. -Crdia County. ss. Personally came before me, the 21 day of a>xgtist , i33 81 TITLE. MEMBER STATE BAR OF WISCONSIN (if not. the above named authorized by S 706.0$, antis. Slats.) tail- iam E. Pe_ gboody and. KAtberine L. Peabod ~ssass■s~tnr~ This Instrument was drafted by Y~ John G. Nestinsten. Attorney ~°yR Baldwin. Wisconsin 54(702 to me known to ba ~e p 's n-- i►h'~ xe uie he foregoing In- st Con, and ckn Is Atte C joy,. e~ (Signatures may be authenticated or acknowledged. Both are not 4 necessary.)ry (b,~a ! atd~~ Public rYSr.. ti County, Wis. •"amas oa py aaas eignsng:n a,y oaDacity muss be typed o. onn+•e aetow their signatures. Notary My_Pommlasion Is permanent. (it not, state expiration date. WAAIiA QED -STATE a of v-q3 'NS/NTP CAN .'F -~7 T7- Stock~~3002 t sr M.i( to ~co V•...1` r ~ S 5o e> ;x 52 I ti b N 6~ 5 a X33 / \ ~G d b fya 'L j . a ~ 1 G b ~o^ des SZo~ ' d3 ° ~ % ~ b as -z' J b o y ~J A e az ~Wt, a J e It'd V v e 2 wr z J X cSAujlin ' e to /q9 c b Tin e c yJ o >9t T 6~6 c. ~Oy b "v8~. 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