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HomeMy WebLinkAbout038-1163-30-010 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 589769 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 2738193 Permit Holder's Name: City Village Township Parcel Tax No: Tom & Tracy Duppong TOWN OF STAR PRAIRIE 038-1163-30-010 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: '7Ah2di (0a.6,9 7D(' 30.31.18.767A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. (list; ~S Septic y FOOD Benchmark z o SEA ~ ` 0 ~oz.g Gay. az:;, Dosing s BM (Z 3. y7 -'171 (aj . 0:51 lvm D S Aeration Bldg. Sewer )b34o (1. 7-7 Holding St/Ht Inlet 103,87 St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic t Dt Bottom 1(0-f lel 7 5-6" Dosing o~ t a y Header/Man. Aeration Dist. Pipe 103• ~U • 8 fig. 8'0 Holding Bot. System `U3 < ,7 f -fg, LD e ' PUMP/SIPHON INFORMATION Final Grade t(~ God, bo 3• ~v 7lDa CO Manufacturer / D and or Cover l% 0~ & U L(Lb-S GP t pu.k Ta~lG 103 `(7 3. (oZ . 8~ Model Number L- F TDH Lift Friction Loss V System Head TDH Ft to . 3 0475- y SS is" Forcemain Length , Dia. Dist. to Well r z~ Z SOIL ABSORPTION SYSTEM BED/TRENCH Width Length ` No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 75 &C, l~_C SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: tk~ -D DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake _ u , Length S Dia Z µ Length 3 X 61,+V la 2S Spacing 2•S ~i • ~S Z • sy qs - SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx > Depth of xx Seeded/Sodded xx Mulched Bed/Tre ch Cent 7 Bed/Trench E es u To soil u t p > /C / jG)n Yes No Ye/s/ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~-~l-~tp Sl/• nspection #2: ?-/~Q (f Cg(( Gl_ PLOWO W/ pPf oLT~ 6 Location: g32 W RIVER VIEW LN AZ' Trj(Zoui •i STAB 1.) Alt BM Description = j Z)P 0& 61D CA) b,F "~~y ~T Ow ER c N~►Gt~ K1 Qu( LD(AjU SEu1~rL 1Kc4SuR4E~ 8 ' FgZ~Vl G /W&i5~ rWTMJ6' ~J 2.) Bldg sewer length = r j po'. P1-,PA ~ F/d/S~/ PEp r6W5 amount of cover = lD ~f @ { ~L7u$6 t6'@ ~~~4~7 ((15~ uJ ~ 1-11 ry( n~ rA-~(,t~~ 2 Plan revision Required? Yes I} No Use other side for additional information. SBD-6710 (R.3/97) Date Inse ctors Signature Cert. No. 4 6.xn ~ A 1Vlpr61r 01 I County Safety and Buildings Division St. Croix RE~lV~® ~ ~ 201 W. Washington Ave., P.O. BOX 7162 Sanitary Permit Number (to be filled in by Co.) P 1 Madison 53107-462 oft"AIV inn, I commu(~l 664wok It Appllcatlt" State Transxetion Number ~I W is. accordance with SPS 383.21O2 . 1~is. Adm. Code. submission of this turn to the appropriate governmental unit 7- 73 48 / p is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Protect Address (if different than mailing ad I the Department of Safety and Professional Services. Personal information you provide may be used for secondary 1 1~ I pu oses in accordance with the Privacy Law, s. 15.04 I)(m), Stats. .~,~}}}g Q ~J 1. Application Information ease Print All Information Q r Property Owner's Name Parcel 1 la~o Tom & Tra Duppong 038-1163-30-*6* Property Owner" Mailing Address Property Location Govt. Lot 93 Midwest Ave. No. NW SW 30 City, State Zip Code Phone Number - - section _ (circle one) T 31 M R 18 Eor W Lake Elmo, MN = - It. Type of Building (check all that apply) 1,01 # I or2 Family Dwelling-Number of Bedrooms 3 Subdivision Name + 03 61C ebb 1U..- Crestview Addition Q Public/ Commercial -Describe L se City of Via T Na CSM Number ❑ Village of State Owned Describe Use ~J Na ❑ Town of Star Prairie ul Cc& C III. Type o Permit: (Check only one box on line A. Complete line B if applicable) i ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Pennit Revision ❑ Change of Plumber ter to New List Previous Permit Number and Date Issued ❑ Permit Trans j Before Expiration Owner IV. Type ofPOWTS System/Component/Device: (Check all that apply) Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade Mound _ 24 in. of suitable soil H Mound < 24 in. Of suitable soil L Holding Tank ❑ Other Dispersal Component (explain) - ❑ Pretreatment Device (explain)_~~~ C V. Dispersal/Treatment Area Information: PolyLok PI 525 effluent filter Design Flow (gpd) Design Soil Application Rate(gpdst) )ispersal Area Required (sf) Dispersal Area Proposed (s nat levatio n 1.0 gpd/sq.ft. ASTMC-33sand 6" above 450.00 Gpd 0.6 gpolsq.ft. native soil 450.00 sq. ft. 450.00 Sq. Ft 97.22' contour VI. Tank Info Capacity in Total o %lanutacturer Gallons Gallons [huts TD ° I ro ca j New Tanks Existing Tanks ~ zD/Z_ SIz N p ~ `O j a; U rig rn v G, Septic or Holding Tank 1,000 0 1,000 1 Weser Co rete X 0o5ing chamber 600 0 600 1 Wieser Concrete X VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MPIMPRS Number Business Phone Number William Schumaker MP 227990 (715) 386-311 Plumber's Address (Street, City, State, Zip Code) 1070 Scott Road, Hudson, WI 54016 VIIL County/Department Use Only d..pprove Permit Fee Date sued f~ssuing A t Signature pprove g 1~~ Z S , ncen Rwson for llenial CO IX. Condigj%~f WgWW Reasons for Disapproval 3) 6'J (1 JCj~C, 1 1.' ~L:$~p+t~~'s+v' tank, ef~uent fdta* gnd' A"~ disOem*ceA roust all el sL intAlr2~' ;J/ ,'r •s' jw,mrlnagement plan provided by plumber. 2 A 'e0t4llClc fnust bomont9ktied ft per appic" coft / ord . Attach to complete plans for the system and submit to the County onhon paper not less than 8 112 x 11 inches in size till)-b;i?811t I UI 1 ) SO!/ Q ✓a.lua6" LoC~~tdlOrop.s~ 832 /~;✓r~vcu~ C~• So,ncrst4, Uy- S"10115 ,d, IBA.)., 0 Or ;lei el s,6. Croy t C., &.of. ~o~%tfp3 _Av3-3o-a 5t,~ 3 ,f•~94crts \Yx w w p~opos~.d r..J~e~f - /acs.~ vr, propos~c( ¢ 6cdrev,*, Residcnec ~iQSTIIt 3 0 ~'f ~ . -,seww j e,.,,~ / "I:tC, h h Proposed H(ou+1d a~ !P. 3o X 7~1s3'cq/ 99 °r S' GO`d%S safcrJ/. S;x(`)d•'rfr,fua, ces ~~eposc~l W,~sscr - - - - spa cc a 2. sy ►etlfJfL~ntQ ew+t~.77CL 6Z wf-lr,~, ~l4,fsra~~~?-GGS _ 3 lam.,/0 !!d. e. in Owe G or Rte<~ACt p'~ Ll ~ J Pao ~ 8 61C 9 Duppong 3 Bedroom Residential POWTS Mound Index & Tilte Sheet Project Name: Duppong Residential Mound Owners Name: Tom & Tracie Dupppong Owner's adress: 93 Midwest Ave. No., Lake Elmo, MN Site address: 832 Riverview Ln., Somerset, WI 54025 Project Location: Subdivision: Lot 03, Plat of Crestview Addition Legal Description: NWva SWIA, Sec. 30, T.31N., R.] 8W., Town of Star Prairie, St. Croix Co., WI. Parcel ID 038-1163-30-000 Page 1 Index and Title Sheet Page 2 State Approved Mound Design Page 3 Septic/Pump Tank Cross Section Page 4 Effluent Filter Cross Section Page 5 Septic Tank Maintenance Agreement Page 6 Parcel map Page 7 Warranty Deed Attachments: Soil Evaluation Report Mater Plumber Restricted Service: Bill Schumaker, Dep't. of Safety & Professional Services Credential #227990 Signature: Date: Page I of 7 Design pursuant to In-Ground Soil Absorption Component Manual for POWTS, version 2.0 SBD-10705-P (N.01/01'R.10/12) etRruE.v DIVISION OF INDUSTRY SERVICES Toy 3824 CREEKSIDE LN HOLMEN WI 54636-9466 Contact Through Relay 3 SP.S K http://dsps.wi.gov/programs/industry-services 9.y www.wisconsin.gov ~o ssroNN Scott Walker, Governor Dave Ross, Secretary July 14, 2016 CUST ID No. 227990 ATTN: POWTS Inspector WILLIAM C SCHUMAKER ZONING OFFICE SCHUMAKER PLUMBING ST CROIX COUNTY SPIA 1070 SCOTT RD 1101 CARMICHAEL RD HUDSON WI 54016-7302 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/14/2018 SITE: Identification Numbers Tom & Trcie Duppong Transaction ID No. 2738193 832 River View Ln Site ID No. 826358 Town of Star Prairie Please refer to both identification numbers, St Croix County above, in all correspondence with the agency. NW1/4, SW1/4, S30, T31N, R18W Lot: 3, Subdivision: Crestview Addition FOR: Description: Three Bedroom Mound System / Sloping site Object Type: POWTS Component Manual Regulated Object ID No.: 1612194 Maintenance required; 450 GPD Flow rate; 34 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter 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 any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code CONDIT requirements. APPf~ No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, DEPT OF $ stats. ""OFESSION The following conditions shall be met during construction or installation and prior to occupancy or use: OF IND Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be mad It the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Slats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per SPS 384 product approval conditions. • The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or soil compaction is prohibited in this area. • 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. WILLIAM C SCHUMAKER Page 2 7/14/2016 Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Industry Services 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 erar Swim POWTS Plan Reviewer, Division of Industry Services (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633 jerry.swim@wisconsin.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. WILLIAM C SCINMAKER Page 2 7/14/2016 Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Industry Services 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 • Fee Received $ 250.00 Balance Due $ 0.00 erar Swim POWTS Plan Reviewer, Division of Industry Services (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633 jerry.swiin@wisconsin.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. I R E-'n E I VED i MOUND AND PRESSURE DISTRIBUTION COMPONENT DEWN 2016 Residential Application INDEX AND TITLE PAGE `;f.._ 1) Vt ES R Project Name: Duppong 3 bedroom mound Owner's Name: Tom & Tracie Duppong Owner's Address: 93 Midwest Ave. No. Lake Elmo, MN Property Address: 832 Riverview Ln Legal Description: NW1/4 SW1/4, Sec. 30, T.31N., R.18W. Township: Star Prairie County: St. Croix Subdivision Name: Crestview Addition ZONALLY ED Lot Number: 3 Block Number: na VETYAND W SERVICES Parcel I.D. Number: 038-1163-30-000 'STRY SERVICI$, Plan Transaction No.: • Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Attached Soil Evaluation Report Designer: Bill Schumaker License Number: 227990 Date: 06/30/16 Phone Number: (715) 386-3121 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01, R. 11/12), 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, R 10112) Version 7.0 (R. 11112) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information tR or C _..w.__. R Residential or Commercial Design Note: sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150°/x) fecal coliform of 36 inches. 450.00 Design Flow (gpd) _ 4.00 Site Slope 97.22 Contour Line Elevation (ft) 34.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ft`) Distribution Cell Information 60.00 Dispersal Cell Length Along Contour (ft) = 7.50 Ce►► Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft2; 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (C1 or r-) c Center or End Manifold 7~2. Lateral Spacing (ft) If N above, enter the elevation (ft) Number of Laterals of the highest point. Orifice Diameter (in) Estimated Orifice Spacing (ft) ft2/orifice Forcemain Diameter (in) 40.00 Forcemain Length (ft) Does the forcemain d in t,^,f,k? „ 90.50 Pump Tank Elevation (ft) 4.55 System Head (ft) x 1.3 6.52 6.72 Vertical Lift (ft) 55.84 5x Void Volume (gal) 1.25 Friction Loss (ft) 62.36 Minimum Dose Volume (gui, 0.00 In-line Filter Loss (ft) 38.77 System Demand (gpm) 12.52 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 x 1.50 x 1.25 x x 2.00 x x 1.50 x 3.00 I ► 2.00 x 3.00 x Gallons/Inch Calculator (optional) Treatment Tank Information 602.82 Total Tank Capacity (gal) 1000.00 Septic Tank capacity (gal) 51.00 Total Working Liquid Depth (in) Wieser Concrete (Manufacturer 11.82 gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 602.82 Dose Tank Capacity (gal) P01yLok _7 Filter Manufacturer 11782 Dose Tank Volume (gal/in) PL~ Filter Model Number `Weiser Concrete Manufacturer 1-111-1 Project: Duppong 3 bedroom mound Page 2 of 9 Mound Plan and Cross Section Views 1/10 B Observation Pipe . L. • ♦ ~ K - 1 :9 ❑ A W B z ❑ . . 3 . . L Mound Component Dimensions A 7.50 ft E 9.60 in H 1.00 ft K 7.26 ft B 60.00 ft F 9.25 in I 7.06 ft L 74.53 ft D 6.00 in G 0.50 ft J 4.74 ft W 19.30 ft 450.00 (ft') Dispersal Cell Area 873.58 (ft2) Basal Area Available 7.50 (gpd/ft) Linear Loading Rate 6.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 99.49 (ft) ► tV F Dispersal Cell 98.22 (ft) Lateral 97.72 ft - ► - O a . ; A Invert Dispersal Cell t Elevation D 97.22 (ft) Contour Elevation 4.0 % Site Slope Geotextiie Fabric Cover Shading Key ~ 2- T- Dispersal Cell See lateral details on 1 To a ❑ a ; psoil Cap o ~ 1.5 ft Page 4 for number, size, 0 Subsoil Cap .2 and spacing of laterals. Laterals are equally ASTM C33 Sand > F spaced from the Tilled Layer y 0.5 ft Typical Lateral distribution cell's A © Q 9gre gate 0 5 centerline in the A distribution cell (AxB). Project: Duppong 3 bedroom mound Page 3 of 9 Center Connection Lateral Layout Diagram a ii ,rdle:"[i~h µi.~E~¢;1sC-~4S: 1!F ±T7jnaf Gl~,fir .gPry ~rq;~yr. S s. P fi i, Turn-ups ni6alivalveor y < rLy; 12 1 Uaterals ~.forc-errtairt Soh 40 PV c3ara utpiu~ , '--r 'a~. ~ . Table 3F84 30-5 r'# ° ka° 1m 9B@ct M+n rho t'011 om of risk: l alw 3I.. Number of Laterals 6 Orifice Diameter 0.156 in Lateral Diameter 1.25 in Orifice Spacing (X) 2.54 ft Lateral Length (P) 29.21 ft Orifices per Lateral 12 Lateral Spacing (S) 2.50 ft Orifice Density 6.25 ft'/orifice Lateral Flow Rate 6.46 gpm Manifold Length 5.00 ft System Flow Rate 38.77 gpm Manifold Diameter 2.00 in Total Dynamic Head 12.52 ft Forcemain Velocity 3.96 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and -0. SPS 316.300 WAC 4 in. min. Disconnect ----!ll--- Tank component is properly vented Altern-a, r! _-t Weiser Concrete Manufacturer Capacity 602.82 Gallons - T Volume 11.82 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 31.72 374.98 B 2.00 23.64 C Pump off elevation (ft) C 5.28 62.36 91.50 D 12.00 141.84 D Total 51.00 602.82 Dom se tank elevation (ft) 3" Bedding under tank. 90.50 Alarm Manuafacturer [SI Rhombus - Note: Switches Alarm Model Numbe 1011421 containing mercury may not be used in Pump Manufacturer Glds this systern. Pump Model Numbe J Pump Must Deliver 38.77 gpm at 12.52 ft T D H Project: Duppong 3 bedroom mound Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name ~ BillSchumaker Phone (715) 386-2131 POWTS Regulator's Name L_St. Croix County Zoning Dep't. 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 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 ears Pump and Controls Test once every 3 years Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, 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: Duppong 3 bedroom mound Page 5 of 9 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01, R. 11/12), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01, R. 10/12)] 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 SPS 383.33, 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 filter 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 113 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 BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5, 30 mg/L TSS, 10 mg/L FOG, and 104 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 Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediate,, 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 repairer 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 operat, 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 mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. (5- GOULDS PUMPS Submersible Effluent Pump All[ EP04 3871 EP05 APPLICATIONS • Fully submerged in high ■ EP05 Impeller: Then>loplas- ■ Bearings: upper ana lo,r.e Specifically designed for the grade turbine oil for tic enclosed design for heavy duty ball beannc following uses: lubrication and efficient improved performance. construction. • Effluent systems heat transfer. ■ Casing and Base: Rugged • Homes Available for automatic and thermoplastic design provides AGENCY LISTING • Farms superior strength and corrosion manual operation. Auto SP Canadian Standards Association • Heavy duty sump matic models include resistance. • ^later transfer Mechanical Float Switch ■ Motor Housing: Cast iron • Dewatering assembled and preset at the for efficient heat transfer, Goulds Pumps is iso goal Registe en factory. strength, and durability. SPECIFICATIONS ■ Motor Cover: Thermoplastic • Solids handling capability: FEATURES cover with integral handle anc float switch attachment points. maximum. ■ EP04 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- rota ry/ceramic-stationary, BUNA-N elastomers • Temperature: 104-F (40°C) continuous 40:F (60°C) intermittent. METERS FEET • Fasteners: 300 series ° r stainless steel. • Capable of running 9 30 cry without damage to 8 co!nponents. _ _ z s r7 25 o ~ a Motor: _ • EP04 Single phase: 0.4 HP, ~2 6 20 115 or 230 V, 60 Hz, 1550 a RPM, built in overload with 'r automatic reset. 42 P 4 s • EPOS Single phase: 0.5 HP, T o EPOS 115 V or 230V, 60 Hz, 1550 ~ 3 i o RPM, built in overload with automatic reset. 2 EP04 • Power cord: 10 foot s standard length, 16/3 r SJTOW with three prong grounding plug. Optional 20 L 0 OQ 10 20 30 40 SG GPM foot length, 16/3 SJTW with three prong grounding plug 38 ~7Q/°%n;~rtu~ Sao/v✓~~P (standard on EP05) 0 2 4 6 a 10 12 CAPACITY Goulds Pumps 20J2 Goulds Pumps ITT Industries PfecTive September, 2002 c's871 17 0(q • ~ SOr(Qc/Q/ua~i'an • loca~td/O~op.s~ Sao, 952 Somu3~, uX. S~lo2s Q Lot'o3, C.~s~dfcw,Qdd•~a~, ~ 41,W-5cc~`ll,3eG, 30 'T 3101 ,od- /8u~., ~.°FSfti/ohovier 516. 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BALL PUSH ROD - OPENING ~ ~I I I' C I ~ I ~ I 7os~ I! OPENNG m . ¢y . 31 Ilan I ~ i 1 7Cs ~ ~ I ©I - .--1902 2244 POLYLOK PL-525 FILTER CARTRIDGE PARTNO. - 30141.525 tvIATERiAL - POLYPROPYLENE u Certlbred Survey Map of all of Lot 3 and all of Lot _f, plat of C1E5TOEW ADD1T/0N, :D dvcatescfan,,tJ)e MW 114 - 5f 114. 3=G ton 30, Tgddlf, R16W Town of Star Pra+rrc, 5t. Croix County, Wsconsm r (~y North %4 Corner/ \ 1? Sec. 30, T29N, R ! 9W Akan, Cap Morw. of record ) ~ scare: r • = 2oar X44 A O' WlY 300' 409 gA11MfItW7 rt e6GtN1? C.0 o I"xt&0.3150.0'e.1Won •i~ Y a o pq~ aet• wehytiq !.b b*gn.R. 4 5t. Garx Co. surveyor's Mn w.- as noted C • I s~ mu)ty rt~taraGOn o acek HE7FELD I • _W ran1,rpe rorr+dlarvdc AJ.) ENE- $-1644 a FAl1$, 0 e " ■ Z 'KM py>c k urid (fnsde dra,l J~ < ST. CR 14I t m A f~ I ` ~ 4 5 D cQmputcd pos+Aon - rw11+'n9 xt ~7~/1, i Y uc~~ _ y •.~Q1SUA~~ - ~Q 831 _ _ dcnvtcs ut 4ty easeme rt N,j U ' un !acted 1a11ds un alaCred /ands ` ..,t''„_,..1m a saerb>.z., a)seol ~ ..I 58976'74Y 99. 9G 'r " SN7Y,S'i•l' •,~~59 S8T153IT 31D J7 i ~ g d-' •.ir.:q wrB "c •y ( twvery 4 ~ L.p_ b g y Lot 4 a Lot 3 cot 2 y`'~ Ri a 146,078 sq. R t ~ m - ,!`4 ~ 127.979 xy. R ~~r 1'- t 3160 AG. E:y 4~ 7.. 2.9-4 AC. N ' i t r+7i.ya•. F, y16v5'oo 1. Sj ~ 1 r'+r. t,. ,y. )rl exr•u'Hut 'S n. Vr to 67 ,U t ..rzq,/ 1 ~t~,., TJ•fyn ~JycrL`~~.'~GtM ZJr)P t Lot ) 12._,..1 1.er•'h l w 'A 1 1 t GR~STVr~~lfUUITK)N ~ ~ ' N 1 ri "V lAt ~r ~ Lot 24 ; •P~' CR~'ajV11`WADDI'flONl N Lot 26 r Curve Table Curve No Arc Le". Radus Cent. Angle Chord brig. B DLstance Targent Ones. 1-2 2JO 45 273.00 48'21'58" 5.6234'01 "W., 2.13.67 S. 86'45'00"W dr S J8.23'02" W. (ac. or 56tJJ ~5'iY., 27.167) (ion or S.06'44b4-W.) 3-4 J667 •4400 52'3750" M_121737"W, 35.40 N5833'32"W. dr N06'01'42V (rec. er JS +01 (wet. 01 NSBW1 W'W.) k 1181 os Na61O!'Jd"W.) 9-5 105.58 60.00 15I. '00" N_43'50'I, "N!, 98.08 N 06'07'42"W. & N.81138'42"W (roe ns N.08177:IB"x,) 5-6 27.42 8000 79'38'06" 5.88 J27S "t4!, 27.ZB N.BI J8'42" N! & S. 784J'12"W, 6-7 91.30 80100 155-23'30" S.46TY127-W. 86.4:5 5.78'43'12"W. k S 0'1942W .¢ur. ea 5.4S:.LYAq'i7'. INS&N 4-7 22430 dO00 160J836" N.0627oo"., 757.72 N.0601'42"W. & 5.0'19'42"W (roc, ns N.9b 01'30"W.) -The parcels shown on this mop are subject to Stole. County and Sown Iowa. rules and regwoliara (I. e., wttionds minimum lot size, access to parcels, tie) Scioto taY.nrtron venlitd urwlrr 5ectron 13.1,5,10-31 of pu•ctrosinq or developing any portals, conlocl the St. Crol• the 5t. Croix Cowly bad Mmnton Ordnunr"e and County planning k Zoning Department anti the low. 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