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Box 7162 Madison, WI 53707 - 7162 Sanitary Permit Number (to be led in by Co.) - ,sC►OnS'n , Department of Com merce (608) 266 3151 �j Sanitary Permit Application P�� State Plan I.D. Number - ��,✓s. In accord with Comm 83.21, Wis. Adm. Code, personal information you prbv' f/ 7' may be used for secondary purposes Privacy Law, sl5.04(lxm) Project Address (if different than mailing address) I. Application Information - Please Print All Info RECEIVE 9 7 yi sue' oive Property Owner's Na me ! 1 Lot # Block 9�vE,tr'N Me ^iE 3 i APR 2 8 2004 _ aw - 6 Property Owner's M ailing Address Property Location ST . CROIXWUN' XZJ f- .0 f2 7 c �ig� l4 - city, State Zip Code °' D J - _ © (circle one) _ T N; R or� H. of Building (check all that apply) � e Subdivision Name CSM Number ❑1 or 2 Family Dwelling - Number of g Bedrooms ,/ x � ❑ Public /Commercial - Describe Use /IG � - '(�' -� (p X - S a /f�' r ❑ State Owned - Describe Use Cdr o Lyy 17. (P ( o ty_ g P ❑Ci ❑Villa a Rrownshi of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. fiYNew System ❑ Replacement System g p Y g Y ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Renewal W Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner 3� IV. Type of POWTS S stem: (Check all that a 1 ) ❑ Noa - Pressurized In- Ground RMound > 24 in. of s uitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Applicatio t Dispersal Area Requi (sf) Dispersal Area Pro ed (sf) System Elpv_ation k- /sue . 0 0, s 12S y v (� �y�' VI. Tank Info Capacity id Total Number Manufacturer refab Site Steel Fibe Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks I Tanks O¢i9/ie ^ Qv Septic or4ldding `Pardt Ae O E Dosing Chamber - - -- + 400 l cry wit ✓ VII. Responsibility Statement- I, the undersigned, assume respo iljty for installation of the POWTS shown on the attached plans. Plumber's Na me (Print) Plum 's Si tore MP/MPRS Number Business Phone Number Plumber's Addre ss (Street, City, Stdie, Zip Code) Fogerty Plumbing & Perk Testing < s — — 37 VIII, o ApprovedS ❑14r Sanitary Permit Fee (includes Groundwater Date Issued ui=Agt o St amps) Surcharge Fee)J - [! � Owner Given Reason for Denial Z 0 IX. Conditions of Approval/Reasons for Disapproval �/ 11 l SYSTEM OWNERK 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintaine as per management plan provided by plumber 2. All setback requirements must be maintained a/Le Vn i�t�t t'I � 2 as per applicable code /ordinances. Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size r Pa 8of8 s� p� Ken Oevering Lot 6 Red Pine Comer 1st Add. NWl /4 -NWl /4 Sec. 25 T30N -R18W Richmond Tnsp. - St Croix County 0 40 Grapbla 9-b (red) 1 boot — 40 M Drainage Easement Existing 10001600ga W Concrete Combination Tank 95.80 w/a Zabel A -100 96.20 97.00' • WELL ---- - -- ,. _............ 97.60' ,, r ._ _..... .._ ......................98 ' A ,{` . ,r •Ali BM 3 Bedmom How( Alm Proposed 65c75' Mound Cell w/ a System Elevation of 98 60' Proposseal Sch 40 2 "Force Main I 1L Nearest Road 141st Street Maintain well and waterline setbacks per Comm 83.43(8)0 ABM = Top of 1/2" PVC Pipe * Me =Sam ASSUMED ELEV. = 100 `Alt. BM = Top of 112"PVC POe- Elev = 99.65' Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: t n 430133 0 GENERAL INFORMATION (ATTA 9 TO!-PERMIT) v � ' State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Oeverin , Ken I Richmond Township 026- 1130 -06 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: C-3 t11 L-►-► l 25.30.18.866 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic` Benchmark o Dosing Alt. BM Aeration Bldg. Sewer Holding SUM Inlet TANK SETBACK INFORMATION St/Ht Outlet 5�— TA i4 TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet (/hS Septic s S Dt Bottom Dosing j , Header /Man. V •� � Aeration Dist. Pipe o Holding Bot. System ei e I Final Grade PUMP /SIRHON INFORMATION M anufacturer / Dema St Cover C '. _l, S GPM Model Number EP �F(94 TDH Lift Fricti Loss System Head TDH Ft 8 - P 5 7 3 .25 /, B_� In S? a. roo.S rno.CX0 cemain LeylJ de , ]Dia:-- -- Well ,.—t I l i SOIL ABSOR YSTEM BED /TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS — 75 ' ' 1 ' , -, , J f i SETBACK SYSTEM TO d BLDG WELL LAK STREAM LEACHI Manufacturer: INFORMATION CHAMBE OR Type Of System: r Model Number: DIS _ .__. TIO.N_SYSTEM H der /Manifold Distribution �^ x Hole Size x Hole Spacing Vent to Air n Length :3 Dia Length 3 7 Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only � pth Over / Depth Over xx Depth of xx Seeded /Sodded r lched / d /Trench Center ( Bed/Trench Edges / Topsoil Yes No Yes No CO ENTS: (Include code discrepencies, persons present, etc.) Inspection #1.' / Inspec io — 1' ^ Location: 1397 141st St New Richmond, WI 54017 (NW 1/4 NW 1/4 25 T30N R18W) Red Pine Corner Lot o 6 Parcel No: 25.30.18.. 1.) Alt BM Description = C `f ' S r ✓ ! ' 2.) Bldg sewer length - amount of cover Plan revision Required? Yes No Use other side for additional information. 6710 (R.3/97) Date In ctor's Signature Cert. No. Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 430133 0 GENERAL INFORMATION (ATTACH TO PERMIT) St to Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 11 1 �, z -A Permit Holder's Name: City Village X Township Parcel Ta o: Oeverin , Ken I Richmond Township 026- 1330 -06 -000 CST BM Elev: Insp. BM Elev: BM De ti on: Section/Town /Range /Map No: 0 D D lOD v — 25.30.18.866 TANK INFORMATION A I A TYPE MANUFACTURE a V a CAPACITY STATION BS HI FS ELEV. Septic ( Benchmarkn� r Dosing Alt. BM Aeration �r� / Bldg. Sewer � ter/ - ��• � Holding St/ t Inlet / - TANK SETBACK INFORMATION S Ht Outlet TANK TO .S 71- WELL BLDG. Vent to Air Intake ROAD Dt Inlet (- Septic - / Dt Bo ttom tom p r � Dosing 20/ p V 16eV- Header /Man. Aeration Dist. Pipe Holding Bot. System Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM q' Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM 2 41 7 ZTT L _ 40-7.� S�/� �aAe� & BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. its Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L JBLDG IWELL I LAKE /STREAM LEACHING Manufacturer: i INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing 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/Trench Center Bed /Trench Edges Topsoil � Yep. �- -� No � '?�, Yes I ': ]No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: Q;- /:5 / D Inspection #2: Location: 1397 141st St New Richmond, WI 54017 (NW 1/4 NW 1/4 25 T30N R1 8W) R d Pine Co ner Loth Parcel No: 25.30.18.866 1.) Alt BM Description = Vt D ► t (1� S /t! r ����YC_�� /� X/G� / j ( � GG�h� .1 2.) Bldg sewer length = 2 Z - amount of cover = > q ( 5 ya'-" w` G ST revision Plan formation. -T / 'GG!CR.X!!f I v Use other side for additional in Yes i, '. No I S` �Z,I SBD - 6710 (R.3/97) Date Insepctor's ignature Cert. No. 1 �r �Z �o I Site PIM Page 8 of 8 Ken Oevering Lot 6 Red Pine Comer 1st Add. NW1/4-NWI/4 See. 25 T30N-R18W Richmond Tnsp. - St Croix County 0 40 Gropme son% (root) I bob — 40 M Drainage Easement Existing 10001600 gal Wk ser Concrete Combination Tank ------ 95.80' wla Zabel A-100 96.20' -,---97.00' • WELL . ....... ... - 97.60' . ... ........ ...... 98MI •xt BM Bedroom Hoind' A BM Proposed 65r75'Mazaid Cell wl a System Elevation of 98 60 Proposed SrA 40 2 Force Main Nearest Road 141st Street Maintain well and waterline saback per Comm 83.43(8) (l) ABm = Top of w" PVC P#w * me= Sme AMUMED ELEV. = 100 4PAIt. BM = Top of 112 - PVC P4w Elev. = 99.65' F— VOJM-",,) Jessie Nye Subject: Fogerty, Red Pine Corner Lot 6, 430133 (tank) Location: Richmond LL Start: Wed 12/31/2003 10:30 AM End: Wed 12/31/2003 11:30 AM Recurrence: (none) 026 - 1130 -06 -000 25.30.18.866 3 O-Z — Z� � o 6r< (a v Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 I � honsin Madison, WI 53707 - 7162 Sanitary Permit Number (LO be led in by Co.)- Department of Commerce (608) 266-3151 Sanitary Permit Application State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide 7 fli S` may be used for secondary purposes Privacy Law, s15.04(l)(m) Project Address (if different than mailing address) I. Application Information - Please Print All Info 7 RFCF1 VFC _ . 5'i std. Property Owner's Na me 1 y Lot # Block N 9 Me APR 2 8 2004 06 Property Owner's M ailing Address Property Location t ,C f2` -A, _,Y City, State Zip Code O J - _ Q (circle one) _ T H. ype of Building (check all that apply) 8 N; R or� - [G'f or 2 Family Dwelling - Number of ABedrooms Subdivision Name CSM Number ❑ Public /Commercial - Describe Use /"l�' �/`'�L ( (O � _ C / S ice_ 4z" r El State Owned - Describe Use 1 7.l'� (N� 2 (/ttC�J�o �C(� . _ ❑City — ❑Village township of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. &rNew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. El Permit Renewal & Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner , 3 3a IV. Type of POWTS System: (Check all that apply) ❑ Non - Pressurized In- Ground RM > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Applicatio Wgpdsf) Dispersal Area Requi (sf) Dispersal Area Pro (sf) �ZtemElpvation (� p - 0 , s 12 S sue/ , (o Vnir`r" / a �d VI. Tank Info Capacity i Total Number Manufacturer Y&fb Site Steel Fibe Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or4lolditg Fatdt O E Dosing Chamber — / VII. Responsibility Statement- I, the undersigned, assume respo ' . ' y for installation of the POWTS shown on the attached plans. Plumber's Na me (Print) PlumbeKs kgriature MP/MPRS Number Business Phone Number Plumber's Addre ss (Street, City, Stite, Zip Code) , Gf� _ J ewz -/®l" Fogerty PIUMbing & Perk Testing 37 T A ' pp,,vedSP* II. Co Cr .*M01 sanitary Permit Fee (includes Groundwater Date Issued uing Ag t S' o Stamps) Surcharge Fee) 0 Owner Given Reason for De�ial L/G IX. Conditions of Approval/Reasons for Disapproval 11 � SYSTEM OWNER e� / , 1' 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintaine y� �j�,t �- _ , as per management plan provided by plu tuber. / , 2. All setback requirements must be maintained V^ 2s per licable code /ordinances Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size r oaiCty aiiu — uuiya 10541 N RANCH ROAD HAYWARD WI 54843 TD #: (608) 264 -8777 �sconsin w www.commerc . o ns o Department of Commerce vrw.wiscnsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary February 11, 2004 CUST ID No.224059 ATTN: POWTS Inspector ZONING OFFICE KEITH E STONER ST CROIX COUNTY SPIA 23220 WOOD CREEK RD 1101 CARMICHAEL RD SIREN WI 54872 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/11/2006 Identification Numbers Transaction ID No. 967464 SITE• Site ID No. 670619 Oevering Homes LLC Lot 6 Please refer to both identification numbers, 141 ST St above, in all correspondence with the agency. Town of Richmond St Croix County NW1 /4, NW1 /4, S25, T30N, R18W FOR: p.O W. . Description: New mound, 3 bedroom residence C o n dit 01 Object Type: POWTS Component Manual Regulated Object ID No.: 941842 a Maintenance required; 450 GPD Flow rate; 36 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01101) and SSWMP Publication 9.6, " Pf Systems." p ARSME T of Pressurized Distribution Networks For Septic Tank- Soil Absorptio n y stems. OE SAf 0 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative C es and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in " ORR chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. SEE G No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the design manuals noted above. • 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. Key Item(s) • The CST should be reminded to scale the plot plan or locate each boring from the defined benchmark. . • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. P ursuant to outlet filter product approval stipulations maintenance information must be given to D the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access openin used to service the filter shall terminate over. KEITH E STONER Page 2 2/11/04 • The existing septic tank must be inspected for strudtural soundness, size and baffles and must be brought into conformance with the requirements of COMM 83, Wis. Adm. Code. If it does not conform a state approved tank must be installed. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(1). Consult the Department of Natural Resources for well setbacks and exceptions to the setbacks. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation- 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. S' Y, - Fee Required $ 175.00 .. Fee Received $ 175.00 Balance Due $ 0.00 � Patricia L Shandor POWTS Plan Rev ewer, Inte ated Services WISMARTi code: 7633 (715) 634 -7810, x: (715) 4-5150, M -f 7:45 am - 4:30 pm pshandorf @commer wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 l MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Ken Oevering Mound Owner's Name: Ken Oevering Owner's Address: 838 Summer Pines Circle Hudson WI 54016 (715)760 -0000 Legal Description: NW1 /4 -NW1 /4 Sec. 25 T30N R18W Township: Richmond County: St. Croix Subdivision Name: Red Pines Comer 1st. Addition S. 1nrt Lot Number: 6 Block Number: NA M r . Parcel I.D. Number: Pending __ � g `` V!l.DIN GS Plan Transaction No.: "l� ENCE. ,1 Page 1 Index and title Page 2 Data entry J Page 3 Mound drawings , y 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 Plot Plan Designer. Keith E. Stoner License Number: Designer# 1575 -007 1001Q4 v 02/02104 Phone Number: (715) 653 -2324 .� atur a •sl/N 'uaJlg Designed Pursuant to the H C rnponent Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and '•., '3 Hll3�WK* W 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Vef N � S f!C? ••• ,vvW101 ) Pagel of 8 ���auou� Mound and Pressure bistribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 8344 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches. 450.00 Design Flow (gpd) Note; 24" used as depth to limiting 6.00 Site Slope ( %) as Cst and plumber recommended 12" of 97.60 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) sand fill. 0.40 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 75.001 Dispersal Cell Length Along Contour (ft) = F Cell Width (ft) 1.001 Dispersal Cell Design Loading Rate (gpd /ft 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution t�� Pressure Disribution Information network? Enter Y or N (c or e) c Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation ft 4 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) (e.g. 0.25) 2.25 Estimated Orifice Spacing (ft) = 7.03 fr /orifice 2.00 Forcemain Diameter (in) 75.00 Forcemain Length (ft) Does the forcemain drain back? Y 90.62 Pump Tank Elevation (ft) Enter Y or N 3.25 System Head (ft) x 1.3 12.23 Forcemain Drainback (gal) 7.81 Vertical Lift (ft) 67.41 5x Void Volume (gal) 2.70 Friction Loss (ft) 79.64 Minimum Dose Volume (gal) 13.77 Total Dynamic Head (ft) 41.94 System Demand (gpm) Lateral Dia Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 1.50 x x 1.25 x 2.00 x 1.50 x x 3.00 2.00 x 3.00 x Gallonslinch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.001 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Concrete IManufacturer gal/in (enter result in cell 1349) Dose Tank Information Effluent Filter Inf ormation 602.821 Dose Tank Capacity (gal) JZabel Filter Manufacturer 11 .821 Dose Tank Volume (gal /in) JA100 Fitter Model Number Wieser Concrete Manufacturer Project: Ken Oevering Mound Page 2 of 8 Mound Plan View t 1/10 B : •... ....•. : 3 J bservation Pipe FK d A W B .. .. z ........... ............................... L Mound Component Dimensions A 6.00 ft E 16.32 in H A5.83 ft K 8.92 ft B 75.00 ft F 9.50 in z ft L 92.83 ft D 12.00 in G 0.50 ft J ft W 21.53 ft 450.00 ](ft) Dispersal Cell Area 1177.59 (fe) Basal Area Available 6.00 (gpd /ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.39 (ft) ---- ► , .rr r .... G H � .lririrrrrr 2 riirrrrr.. I F ::: ...... r 99.10 (ft) Lateral . Dispersal Cell 98.60 (ft)- -► — Invert Dispersal Cell t Elevation E D:' 1._ =; ; ; °; ? f d t } ,4 F J t J { J J J 3 J J J • J J - d J 1 4 J J., � 97.60 (ft) Contour Elevation 6.0 %Site Slope Geotextile Fabric Cover Shading Key m T Dispersal Cell See lateral details on [] Topsoil Cap c Q- 1.5 ft Page 4 for number, size, © rlrr! Subsoil Cap c and spacing of laterals. ASTM C33 Sand F Laterals are equally Tilled Layer m 0.5 ft Typical Latest spaced from the ❑5 Aggregate v c distribution cell's -I- centerline in the �--- A --* distribution cell (Axl3). Project: Ken Oevering Mound Page 3 of 8 l Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at a" point. Laterals are identical P 5 Ak— •- Turn -up wlba II valve or IE — )IEx12 x12 Laterals &force main of PVC Sch 40 oleanoutplug per COMM Table 84.30 -5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.37 ft Lateral Length (P) 36.74 ft Orifices per Lateral 16 Lateral Spacing (S) 3.00 ft Orifice Density 7.03 ft /orifice Lateral Flow Rate 10.49 gpm Manifold Length 3.00 ft System Flow Rate 41.94 gpm Manifold Diameter 1.50 in Total Dynamic Head 13.77 ft Forcemain Velocity 4.28 ft/sec i Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and - -10 Comm 16.28 WAC 4 in. min. Disconnect Tank component is properly vented F— Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer 2 in. Capacityl 602.82 Gallons Volume 11.82 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 34.26 404.98 C B 2.00 23.64 P� ump off elevation (ft) C 6.74 79.64 1 91.29 D 8.00 94.56 D Total 51-001 602.82 11 ♦ Dose tank elevation (ft) 3" Bedding uncTer tank. 90.62 Alarm Manuafacturer IS. J. Electro Alarm Model Number 101 -01H Pump Manufacturer JGoulds Pump Model Number #3871 EP05 Pump Must Deliver I 41.94 gpm at 13.77 ft TDH Project: Ken Oevering Mound Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name Tri- County Sanitatio Phone (715 386 -0114 POWTS Regulator's Name St. Croix County Zoning Office 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 f: Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspe ct for ponding and seepage once every 3 ears Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished • ............. ............... Grade 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution /. .. .. .. .. . .. .. .. .. .. .. .. .. - Lateral — Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Ken Oevering Mound Page 5 of 8 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.01101) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet 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 fitter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shalt be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS, 10 mg/L FOG, and 10 cfu /100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice dogging 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. Continency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Ken Oevering Mound Page 6 of 8 Page 7 of 8 MGOULDS PUMPS Submersible Effluent Pump 74 EPO4 3871 EP05 APPLICATIONS • Fully submerged in high ■ EP05 Impeler: Thermoplas- ■ Bearings: Upper and lower Specifically designed for the grade turbine oil for tic enclosed design for heavy duty ball bearing Y 9 lubrication and efficient improved performance. construction. following uses: heat transfer. • Effluent systems ■Casing and Base: Rugged • Homes Available for automatic and thermoplastic design provides AGENCY LISTING • Farms manual operation. Auto- superior strength and corrosion Canadian Standards Association • Heavy duty sump matic models kxMde resistance. • Water transfer Mechanical float Switch ■ Motor Housing: Cast iron (CSA listed model numbers end • Dewatering assembled and preset at the for efficient heat transfer, in "C" or "F".) factaq. strength, and durability. SPECIFICATION ■ Motor Cover. Thermoplastic Goulds Rmps is IS0 90M Wgond FEATURES cover with integral handle and • Solids handling capability: float switch attachment points. ale" maximum. ■ EPO4 Impeller: Thermoplas- N Power Cabo: Severe duty • Capacities: up to 60 GPM. tic Semi -open design with rated oil and water resistant. • Total heads: up to 31 feet. pump out vanes for mechanical • Discharge size: 1'12" NPT. seal protection. • Mechanical seal: carbon - rotary /ceramic- stationary, BUNA -N elastomers. • Temperature: 104°F (40cQ continuous METERS FEET 140OF (60cQ intermittent to •Fasteners: 300 series Stainless steel. 9 30 `x ""' 5GPM • Capable of running dry without damage to s 251r components. 25 Motor: _ • EPO4 Single phase: 0.4 HP, " 6 20 115 or 230 V, 60 Hz, 1550 RPM, built in overload with c 5 15 automatic reset. a • EP05 Single phase: 0.5 HP, c EP05 115 V or 230V, 60 Hz, 1550 3 10 _ 9 1 7 RPM, built in overload with EPO4 automatic reset. 2 G • Power cord: 10 foot 5 standard length, 16/3 1 S1TOW with three prong grounding plug. Optional 20 0 0 0 10 20 30 40 so GPM foot length, 1613 S1TW with three prong grounding plug ' ' (standard on EP05). 0 2 4 6 a 10 12 nY/h CAPACITY Goulds P ump s ® 2001 Gouids Pumps ITT Industries Effective May, 2001 83871 Site Plan Page 8 of 8 Ken Oevering Lot 6 Red Pine Corner 1 St Add. NWl /4 NWl /4 Sec. 25 T30N -R18W Richmond Tnsp. - St. Croix County o ,o 1 boob - 40 & Drainage Easement Existing 1000 160D gal Wieser Concrete Combination Tank 95.80 w/a Zabel A -100 Ent 96.20 • WELL __.__.......,. _ ._. _.:_ �— _ .. ........... 97.60' a' r 181114 BM 3 Bedroom Howe` A BM Proposed 6505' Mound Cell w/a System Elevation of 98.60' Proposed Sch. 40 2 "Force Main I 1L Nearest Road 141st Street Maintain well and waterline setbacks per Conan 83.43(8) (1) A BM = Top of 1/2" PVC Pipe * HRP =Sam ASSUMED ELEV. = 100 OAlt. BM = Top of 1/2 " PVC P4m Elev. = 99.65' _ - 1392 Wisconsin Department of C mercRECENED S IL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildi s in accordance wi Comm 85, Wis. Adm. Code Steel Soil Service p Pa nF A0Q County Attach complete site la on Pev a 8 : x 1 inches i size. Plan must St. Croix include, but not limited t vertical and horizontal reference,on an distance to nearest road. Parcel I.D. point ( M), direction and percent slope, scale or di emsk!n r"i@@vc-&DId16aY FICE , ending P/ ase viewed Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(l) (m)). / 3 Property Owner Property Location Oevering Homes, LLC Govt. Lot na NW 1/4 NW1/4 S 25 T 30 NR 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 828 Summer Pines Circle 6 na I Red Pine Corner 1 St Add. City State Zip Code Phone Number J City _j Village a Town Nearest Road Hudson I WI 1 54016 715 - 381 -6909 Richmond 1 141 Th St. f New Construction Use: a Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe Parent material Glacial Drift Flood plain elevation, if applicable na General comments and recommendations: Mound design, system elevation 98.70ft based on contour line elevation 97.60ft. Minimum 12" of ASTM C33 sand. Boring # J Boring ki Pit Ground Surface elev. 98.60 ft. Depth to limiting factor 36 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. *Eff#1 *Eff#2 1 0 -6 10yr3/1 none sl 2msbk mfr gw 1 c .5 .9 2 6 -13 10yr4/4 none scl 2msbk mfr cs 1 c 4 .6 3 13 -36 7.5yr4/6 none is osg mvfr cs na .7 1.2 4 36 -60 5yr4/4 none scl om dfi na na .0 .0 Boring # I Boring - e Pit Ground Surface elev. 98.60 ft. Depth to limiting factor 47 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. *Eff#1 *EfW2 1 0 -11 10yr3/2 none sl 2msbk mfr gw 1 c .5 .9 2 11-47 7.5yr4/6 none Is osg mfr cs na .7 1.2 3 47 -72 5yr4/4 none scl om dfr gw na .0 .0 4 72 -96 10yr6/2 none fractured limestone na na na .0 .0 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < mg /L and TSS < 30 mg /L CST Name (Please Print) nature: CST Number David J. Steel — 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 12/8/2003 715- 246 -5085 * Effluent #1 = BOD? 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS <30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 - 264 -8777. r Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST - POWTSM Overing Homes, L.L.C. New Richmond,WI 54017 Lic. #248956 Nw1 /4,NW1 /4,S25,T30N,R18W Bus.(715) 246 -6200 Town of Richmond, ST. Croix Co. Fax (715) 246 -9372 Red Pine Corner, Lot 6 Legend 1" = 40' ♦ =Benchmark Ele. I00.00ft Top of ' /2" PVC Pipe • = Alt Benchmark Ele. 99.65ft Top of 'h" PVC Pipe ❑ = Borings Boring Elevations B 1 = 98.60ft B2 = 98.60ft B3 = 96.20ft B4 = 00.00ft `10 r e- �o 5 0 -eO l LA l7 Doan 3% b 5 y C 6,n obl r�• g� 7 5/ 7,�?- �s � 0 c 0 g Cn C % k - o ° w CD ƒ q W I I § a ' o g w g o w o \ 0. � t § § o @ $ s 8 c-4 / / § # i % # � - 9 0 CD 0 X 0- 2f ° § ƒ 2 E CO) 3 -0 -0 -0 § 0 0 09 CL ■ ■ ■ m o w m I ' / \ k E §i/ 2 <�� % & §■ gL \ Eg3 $ m C. k k § 2 & / z E 3 Z w U § CL { z � m B E z 3 7 z E I W $ $ � © �;1> � oi& § ƒm2gca2 C $k�gkk % � 3 I D - \ 0 Cn © f5D @ _ b /(D 0 ( �a3■2 % I£2 §2 � m C2m �£, = -ac- CD �3 } 0 a § � Safety aW Bttildwp Division County 201 W. Washingtoa Ave., P.O. Box 7162 l S�� Madb WI 53707 - 7162 Sanitary Permit Nmeba (to be flbd is by Department of Commerce (6M 266.3151 z l 3 Sanitary Permit Application state Plan LD. In accord with Comm 8321. w- Adm. Code, personal mformnion Yon prndde may be used for secondary purposes Privacy Law. sl5.01(lxm) Project A n mailing address) I. Application Wormatim - Please Print An bft= F1 E C E i = 39 r.._ i- Property Na me a Parcel g Lot g Black 0 AIE4-z f i[A 2 3 2003 - Property Owner's M ailing Address , Aw City. stare Tap Code Pdoae Numbs u 1 (5 �'!� S-- D —O � cle II. � (&C& A thM apply) T 3 D N; R�E WI or 2 Family Dwelling - Number Bedrooms 3 � Subdivision Neon csM Number ❑ Public/Commercial - Describe Use * ❑ State Owned - Describe Use S ❑City ❑Village ®fowrship of III. (Check only one baz Vw A. Compkte line B if k) A. " ' F IrN,-w System ❑ Rcplaoe m Sy= ❑ Tr wncm cuing Talc Only Pydw Modi Ik B. ❑ Permit Renewal ❑ Permit Revision Change of ❑ Traosfa so Issued Before Expiration IV of POWTS (check all that ) 1K Non - Pressurind In-Ground ❑ Mound > 24 in. of /7: < 24 im of suitable tirade ❑ Single Pass Sari FiltJer ❑ Consnncsal Weda nd ❑ Pressurized hn•Ground ❑ ant Fixer ❑ Acrobic Unit ❑ Roc�aia�g Sand f9w 11 Recirculating Symbeft Media Filter Leadring e ❑ Gravel- less Pipe ❑ Other (explai V. DispamVfraftmst Area Information: /. ' ly 9 • S' - Design Flow WO Design Sod Application Rat Required (st) Dispersal Area Proposed (sf) system Elevation e -r Sys ' VI. Tank Info Opacity in Total Number Manufi'nuct Prefab Site Steel Fiber Plastic Crallow Gdkws of Units A Concrete Cnnstrucied Glass New Exkft Tanks Taub z /¢ Aerobic Trewoeot Unit Doft Chamber VII. ReWoodbi6ty Statement- I, the imdes rebl, far of the POWTS shoves on the attached pbms. Plumber's Na me (Print) 's Si I Business Phone Mu nber Fogerty Plumbing corer, W1 54801 only Approved ❑Disapproval Sanitary Permit Fee includes Groundwater � fssn S' Stamps) Surch ❑ Owner Given Reason for a te e' IX. Conte of AppmvWVItinsow ftw " r � �3 — ( a( e� � , d2� rdl2a"n ��t 2� / ✓fi - ( /'dr,►.. , (J v U t hins (m no Cmt om W Ibr 66 s a" I= am 312x11LrLrs size ,� 3 `� � d Xa -- ° 1 �-Q tin . = Y 3 f I -: ` -.... �;: ��; °; -." Y,y- - -- �:�._= _ .. "; ��' -: z.. y�. :�' � ;' � � y � � .~+ J `` }, . �� ,�� ...: 1' 3 _� e (� b � O� b A - Im CD • �- C co � A• "- v, I. _• a ( .��': � � � 4 • ..W Ott' , O V fA CA - 00 � s 0 � -, ••'_'• -� ACC i \\ � �. � i��+ QD ora r« •4 C cg R �ul� o 0 o� O - i I yso UNPLA TTED LANDS 3 -------------------- --------- S89*55 OP E 2597.92' -- - - - - -- R -o- w E 1162.22' _ _ _ _ CF' NTERLIII dE _ _ N 9 *46 11 " E 499.84' 33' -- - - - - -- 254.89 1 - - - -- —' ----------- __ -- I H. W.E. 981.0 torte G i H WL .. I P► � � � � ,�1 s i1�CT_ ,d�r� T�� it Svc. C6 LO Lr) l ot h' • N �, •� o = %i/d max- s .,, . ". da . ......... .. • . _ C) _ — wslG 1 3A D r '� �\ •' • • 19 oe 336 9�,-- copy LOT � '•. 66213 � � SO. F7: \` 2 `�, ' • , 1.52 ACRES ys UNPLA TTED LANDS -------------------- -- S89*55,01 of E 2597.92' -- - - - - -- E 11 9*46*1 1 "E 499.84' 33' ---- -- - - -- 254.89 _ - - -- —' ---------- _ ____ i H. W. E. 981.0 o b LO IO W �r,+ Iad 3,449104- to - � • t - - -- 36 -•_, _ ^ _ ,� 3 9 F - ••.. LEST 4 wa 88 213 SQ fT. �� `., '••_ 1.52 ACRES Q 1 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page -"_ of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must x include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all it7&i4*6C) f.r eviewed by Date Personal information you provide may be usedfgr549hdary purposes (f } iivsfc 'a s. 15.04 (1) (m)). 03 Property Owner - 1 j operty Location l rL ` ) ' r �u c ', .a` . Lot 1/4 NW 1/4 S 25 T 30 N R 1.8 { (or) W Property Owner's Mailing Address u # Block # Subd. Name or CSM# I__ na Red Pine Corner City # 10 We Zip Cdq6 Phone T City El Village ® Town Nearest Road Spring Lake P k, . 55 _ '1, 6 Richmond 140th. St. E$ New Construction Use: N Residential / ¢fer���ib�d��°° mjs Code derived design flow rate 600 GPD El Replacement E] P or commer`cidtl�esdiibe� Parent material glacial drift Flood Plain elevation if applicable na ft• General comments / /?,S and recommendations: v 4 L/ 2 n trenches starting @ el. 100.10', spaced to code stepped down slope 3.50' bel9w grade Fi-I Boring # El Boring 99.10 +100 C � 5 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 /fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 - Eff#2 1, 0 -10 1 Oyr 3/3 none 2 10-32 7.5hr 4/4 none sl 2msbk mfr 9W ?M 3 3 5\ 5 4/4 4 55-100 7.5vr4/E none MS os 9 3. 61 o Z F-21 Boring # Boring 101 .2 +97 ® pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 .9 2 7 -24 7 5. r .4/4 none is oscr mf 3 24 -67 7,5 4/6 none ms os 4 67 -97 7 5 4/4 none sl ms 2m mfr na nA �• O Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L uent #2 = BO < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature • CST Number Gary L. Steel 1 j r , 02298 Address Date Ev luation Conducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 11 -17 -2000 715- 246 -6200 F Property Owner 0akwOOd Land DeV . Parcel ID # pending Page 2 of 3 3 31 Boring # ❑ Boring pit Ground surface elev. 103. +100 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 I 'Eff#2 _ 5 .9 nono ms osq ml gw 2m .7 1.2 3 3 - "7 na 3 5 4 60 -80 7.5 4 none sl bk mvfr gw na .5 .9 5 80-100 7.5 4/ none ms osg ml na na .7 1.2 U IV F-1 Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil liption Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I F Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ pit Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30:E 220 mg/L and TSS >30:S 150 mg/L ` Effluent #2 = BOD < 30 mg/L and TSS < 30 mg1L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. SBD4330(R6=) t. ' STEEL'S - SOIL SERVICE Gary L. Steel Oakwood Land Development 1554 200th Ave. CSTM2298 NW''NWI S25- t30N - R18W New Richmond, WI 54017 MPRSW -3254 town of Richmond (715) 246 -6200 lot #6 -Red Pine .Corner This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. N 1 =40' BM.= top of 1" pvc pipe @ el. 100.00' Alt. BM.= top of 1" pvcpipe @ el. 102.00 O s ork l Gary L. Steel 11 -17 -2000 O� t Jun 20 03 09t49a FOGERTY PLUMBING 17156355268 p.l ST CROIX COUNTY SEPTIC TALK MAINTENANCE AGREEMENT ' AND OWNERSHIP CERTIFICATION FORM Owner/Buyer e9y�itLrtf�r _ -- Mailing Address Acil , - 6&MuWA2f / ww J Dlo 4.r Property Address 9 xr. (V required from Planning Department for new can & sauctton) Citymiate _�&Al '��h� Parcel Identification Nurnbe r -2.G -- JAGAL DEACRIFTIO� .arc ,vr� Property Location � %, .� 1 /., sec. 2 5- . T 36 N -�w, w or Subdivision ,��' f� �2r.�v� /�e'.✓E , Lot # Certitle:d Survey Map # . Volume Page # Warranty Deed # 71- 2,,[, . Voltune ,a s i A , Page # _,�?_ Spec house O yes 117 Im Lot lines identifiable, O yce Wno SYSTEM NANCE - Improper use and mainictueee of your septic system Could result in its premature failure to handle wastes. Proper msiuteuucc consists of ptanipiag out the septic tank every three years or sooner, if neededby a licensed pampa. What you put into the systlxrt can affect the function of the septic tank as a traatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master pltunber. Jowneyman plumber, restricted plumber of a licensed pamper vetifylag that (r) the on -site wastewater disposal system is in proper operating condition and/or (2) slier inspection and pumping (if accessary), tde septic tank is less than 113 Rt11 of sludge. Uwe. the undersigned bave read the above requirements and agree to maintain the private sewage disposal system with 00 Standards .set fords, herein, as set by the Departram of Com coerce end the Dep y nnettt of Natural Resoareek State of Wisconsin. CsttiScsfine statlog that your . c system has been maintained most be easnpkted and returned to the St. Croix Cotmry Zoning Offtee within 30 day f der , W. wrn :-.�:� •t-•- ov S ATURE OF APPLI DATE OWN>l -R t' yER'Y'IFICA?I4N 1 ( ) ceri that all statements on this form are truc to the best of my (our) knowledge. I (We) am (are) the owners) of the pr above, by virtue of a warranty deed recorded in Register of Deeds Qiftee. S1504ATURZ OF APPLICANT DATE • My information that it mU- represented may result in the naitary permit beds revoked by the Zoning Depat� rent. aae r � •• 1-1-d- stN. H". •rw/rwNeww• . - ...-9- A -J f'— *kA b&e:Noe ^r rladff nfriww i " POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page I of L 'FILE NFORMATioN SYSTEM SPECIFICATIONS - Owner Septic Tank Capacity O NA Permit Septic Tank Manufacturer 0 NA DESIGN PARAMETERS Effluent Filter Manufacturer Z O NA Number of Bedrooms 0 NA Effluent Filter Model 0 NA Number of Public Facility Units )(NA Pump Tank Capacity al l3 NA Estimated flow (average) gal/day Pump Tank Manufacturer a NA Design flow (peak), (Estimated x 1.5) �p gal/day Pump Manufacturer a NA Soil Application Rate al /day /ft2 Pump Model b ,kA Standard Influent/Effluent Quality Monthly average' Pretreatment Unit C3 NA Fats, ON & Grease (FOG) 5 mg/L 0 Sand /Gravel Filter 0 Peat Filter Biochemical Oxygen Demand (BOD 5220 mg/L 0 NA 0 Mechanical Aeration 0 Wetland Total Suspended Solids (TSS) 5150 mg/L 0 Disinfection O Other. Pretreated Effluent Quality Monthly average Dispersal Cell(s) 0 NA Biochemical Oxygen Demand (BOD5) 530 mgr- N In- Ground (gravity) 0 In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg/L 0 NA Q At -Grade 0 Mound Fecal Coliforrn (geometric mean) :51W cfu/t OOml 0 Drip -Line 0 Other: Maximum Effluent Particle Size Ya in dia. 0 NA Other. ❑ NA Other. ❑ NA Other 0 NA *Values typical for domestic wastewater and septic tank effluent. Other O NA MAINTENANCE SCHEDULE Service Event Service FnxpencY Inspect condition of tank(s) At least once every: 0 month(s) (Maximum 3 years) 0 NA ts) Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume 0 NA Inspect dispersal cell(s) At least once every: 3 0 mont l s) (Maximum 3 years) 0 NA Clean effluent filter At least once every: 0 month(s) 0 NA — Z year(si 0 month(s) CJ,NA Inspect pump, pump controls & alarm At least once every: 0 years) 0 month(s) Q NA Rush laterals and pressure test At least once every: 0 year(s) Other: At least once every: 0 months) rL NA 0 year(s) Other. [INA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septags Servicing Operator. Tank inspections must include a visual 'inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. Page - L- of Z-- UP AND OPERATION products or other chemicals For new constriction, prior to use of the POWTS check treatment tank(s) for the presence of painting pr that may impede the treatment process and /or damage the dispersal cellis). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(S) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Redaction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY P tAN If the PO WT ails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant mow "ystem: A suitable replacement area has been evaluated and may be utilized for the location of a replac�nent soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. Th sire of been a lu ed to ide a suitable repl a area. Upon POWTS a soil and site ev luati mu t be pe tuned loc a suitab repla ent area. f n =cement area is available a holding tank m y b install ast resort to replace the failed WTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < < WARNING > > SEPTIC. PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. *22118D Z.15 rd-88 McK (7 15? / r5-9609 A POWTS INSTALLER POWTS MAINTAINER Name l ( v Name le Phone S — Phone S SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name '71 Can( Co�A ffy Phone One r This document was drafted in compliance with chapter Comm 83.22(2)(b)11)(d) &(0 and 83.5411), (2) & (3), Wisconsin Administrative Code. J 2 2 10 P 5 6 2 7 1 - 7 as3 ( t KATHLEEN H. WALSH STATE BAR OF WISCONSIN FORM 1 — 1998 REGISTER OF DEEDS 1 WARRANTY DEED ST. CROIX Co., WI RECEIVED FOR RECORD Document Number 04/21/2003 09:06AN This Deed, made between Oakwood Land Development , Grantor, and Kenneth Oeverina , Grantee. WARRANTY DEED Grantor, for a valuable consideration conveys to Grantee the following EXEMPT II described real estate in St. Croix County State of REC FEE: 11.00 Wisconsin (the "Property'): TRANS FEE: 104.70 COPY FEE: CC FEE: PAGES: 1 Recording Area Name and Re Addre Kenneth enn 1397 st S N Rich nd, WI 54017 el �ISSO Fr�a�rcc f�� S ���v 026 1130 06 000 Parcel Identification Number (PIN) This Is not homestead property. (is) (is not) Lot 6, Red Pine Corner. Together with all appurtenant rights, title and interests. none Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except Dated this 15th day of April 2003. (SEAL) (SEAL) Oakwood�ev nt (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT WENDY SWATZINA Signature(4 PUBLI State of Wisconsin, 5 -TAT OF } ss. St. Croix County authenticated this day of _ Personally came before me this 1 5th day of Aorii 2003 the above named Gceaorv.k Peterson as Vice Pr ident TITLE: MEMBER STATE BAR OF WISCONSIN (If not, S�Z authorized by §706.06, Wis. Stats) Notary Public, State 9f Wisconsin THIS INSTRUMENT WAS DRAFTED BY My commission Is penman nt. (If not, state expiration date: rn Coldwell Banker Buet 1301 Coulee Road � ) Hudson, WI 54016 3 -27022 (Signatures may be authenticated or acknowledged. Both are not necessary.) Names of persons signin2 in any capacity must be ed or printed below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 1 —1998 Milwaukee, Wis. I� ST QUARTER OF THE NORTHWEST QUARTER AND PART OF THE NORTHEA` RTER OF THE NORTHWEST QUARTER AND PART OF THE SOUTHWEST QUAF RANGE 18 WEST, TOWN OF RICHMOND; ST CROIX COUNTY, WISCONSIN. shown on this map are subject to State, County and Township CURVE RAD dations ( i.e. wetlands, minimum lot size, access to parcel, 1 -2 233 sing or developing any parcel, contact the St. Croix County 3 -4 167 ie appropriate Town Board for advice. J 5-6 233 r9 7 -8 167 � O 9 -10 80. Sc/1�L,E' � C O§ ' = /eO 10 -12 TOTAL 80.0 Goa COQ "v LOT 17 80.( X UNPLA TTED LANDS 25 -26 323 -------------------- -------- - - - - S89'55'01 "E 2597.92 ------ - - - - -- R -O-w MORN L INE E' OF M NW 114 -------------------- - -- N U E S8 " E 11 62.2 2 ' CE N7ERL / N E 2 -W M •4 ' 499.84' • -- _ 254 - - - - - -- - - - -- - - -- r� s 244.95 33 33' r- - - - - -- H.WE. 981.0 � � � -Wert: 3: HWL \ H.W.L } I N In Q In W �P\ ��� 0 Q 5� ,�, I I �� N80 3 � N N �j � 0 ��.� k Ub E 94.18' N O ° o ° � k� 51 N �; LOT 5 00 981. ,� X _3 LOT 6 66,174 so. Fr !-'-' • a 71, 928 SO FT. 1.52 ACRES �' M • • to O 30 i f.65 ACRES jr 3 . 3 6. 9 5'% I 1_: M /N. F.F.E. 985.5 O O N77 02 2l " to M .•.. / - .�3 kb, E 1`\ \\\ \ �\ o, �� 511.44 35 W 226 �. 25 3 98. LOT 7 ?7 2051. \\ \�� • •`, 66,213 S4. FT \O ��� 1.52 ACRES 24 ` • `N .M /N. F.F.E. 985.5 S4. FT. ;RES h 8 98505 S X13 OZ 9; \ .\\ • •'' •. ci a y� 65,847 S0. FT. `887'05 "W 14 7.47' 00 98 151 ACRES LOT Z3 / ��. MIN. F.F.E. 505 ` DRAINAGE EASEMEA1 +. 70,362 S4. FT �. \ 0� 3.�y \ 1.62 ACRES S� ` y NN > MIN. F.F.E. 985.5 / '�pO 9� O P. \ • • t9� \ ...�"� • N So o ,21 „� 2 �.� ^5 EM / F F .\` 1? 14 . \'o- `9 560 / E � �� Ss� \,�S ?p M08L \ OR /• 3'8 / / 8- /�• X0 0• N? i '521 \ 56'2 �`� ' ; Jan 28 04 10:28a FOGERTY PLUMBING 17156355286 p.4 Jan 28 04 09 :07a David Steel 715- 246 -5085 P.1 C y 1392 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Sddy and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service Attach coal" std pten on paper not Less than 11% x 11 kdues in site. Plan must County in &, but not imted to: vertical aid hori wrid rderenoe poet (BM). direction and Croot cd percent snipe, sate or orninsk ss, mnh armv, and iomden and distarm to nearest road. Parcel l.D- Plasnse print all iryhomatron. pen ding - ---- Reviewed BY Dale Persowl iWmmalw you WmMe mar be used for wwrde9 p poses (Priray lac a 15.44(1) (m)). Property Owner Property Location Oevering Homes, LLC Gok porn n NW 1 NW 114 S 25 T 30 N R 18 W Property Owner's Mailing Address Lot is Block # Subd. Name or CSM# 828 Summ Pines Circle 6 i no Red P Comer 1St Add. City State Zip Code Phone Number _' City Village ✓ Town Nearest Road Hudson I WI 1 54018 1 715 - 381 - 6909 Richmond 141 Th St. ✓. New Corwuclion U tr Residentiai I Number of bedrooms 4 Code derived oesign flow rate 600 GPD _. Replacement - Public or commercial - Describe Parent material Glacial Orin — — - - - - - -- Flood plain elevation, if applicable __ _ no _ General continents and recormnendakons: Mound design, system elevation 98.708 based on contour line elevation 97 -601t_ Minimum 12' of ASTM C33 sand. 1 Boni # Boring D V Pit Ground Surface elev. 98.6 fl 36 in. _._ Depth tolintitinpfactor _ . __......__ Sill Applica6on Rate ftizon Depth Dominant Color Redox Despobw Texture Structure Consstence BourdM Roots in Lkunsel Qh, Sz Corn. Color Gr. Sz. Sh Ef#1 `E102 1 0 10yr3/1 none sl 2msbk mfr gw 1c .5 .9 _ 2 6-13 10yr414 none sd 2msbk mfr CS 1C .4 .6 3 13-36 7,5yt4ro none Is osg mvfr Cs no .7 12 4 36-60 $yr4/4 none Sd om dfu no na D .0 Borng # - Boring Pa Ground Surface etev - 913 fl- Depth to limiting factor _- 47 in. Sol Apprrcatim Wte Nwizon Depdr Dominant Cdor Redm DesevipbOn Texture Structure Comisrerm 8auneary Roots GPOYII` in. munsae Qu 92. Cart. Color Cy. Sz. Sh. 'E 1 0-11 10yr312 none sl 2msbk mfr gw 1c .5 .9 2 11-47 7,5 none is 0sg mfr Cs no .7 1.2 3 47 -72 Syr414 - -- none - - -- - scl om dfr - na .0 .0 4 72 -96 10yr6/2 none ractured' limestone no na na .0 .0 r i I ' Effluent #1 = BOD 30 < 220 m )IL and TSS >30 < 150 mgrs ' Effluent 92 = BOD <30 mglL and TSS s 30 mg/L CST Name (Please Signature: CST Number �- - 2a895 David J. Steel e „�, Address Steel Sill Service -- - .hare Evaluation Corsdurcted - Telephone Number 1564 CR GG, New RicMtond, WI 54017 12/8/2003 715- 246 -5085 I Jan 28 04 10:28a FOGERTY PLUMBING 17156355206 P.5 V Jan 28 04 09:07a David Steel 715-2413-5085 p-2 P o wner Clevering Ho Parcel ID # Page 2 of 3 Te�s LIC penffipg_____ [-3 x swag 96-20 ft. Depth to limiting factor 42 in. ✓ Pit Ground Surface elev. SW Appkation Rate Horizon Depth Dan*iant Color Red= Description Textum sladve consistence Boundary Roots GPDW in, MAMA QU Sz. Coal COW Gr. Sz, Sh . 'EM 1 0-0 10Kjm none S1 Zmsbk ry* CS 11C .5 2 8 -17 1 0yr4/4 none st 2msbk mfr gw 1 c 5 .9 3 1742 7.5yr4/6 rx>rte Is 03 9 M%IIF 9W na 1 .7 1.2 4 42-78 5yr4/4 none Sd om mfi gw rra .0 .0 5 178-100 lNrSQ none fractured limestone na i na rta .0 .0 F-1 Boring Boring Pit Ground Surface elev, fl- Depth to limiting factor in. Sol Application Retie HWM Dew Don"t Colo Reft Descipion Tofin $kid" C*Pslsrerce - 8 - m - x - x - b - y - 7 Rods in. Munsell Om Sz. Cori, CoIW Gr. Sz. Sh. *E*l 'EffiI2 Boring F Pit Ground Surface elev. It. Depth to limiting factor In. F Application PdO FWrizon Depth I Dorninart COW Radox Desmiption Texture ShIcture cmsistmm Bmwary Rood in. I Munsell Oil. sr. Cont. color Gr. Sz. Sh. - -E — ft •EW ' Effluent gl=EIOD,>30<220mg/L and T$$ >30- Effluent *2 = 8013 S_30 rog/L and TSS < 30 mg& The Department of Commerce is mn equa oppommity service provider and cmpt Oy er. If y ou need assistance to access services or ncr-d material in an a1tcmacc f0mut- please contact the dcom-Iment m 608-266-3151 or TTY 608-264-8777. f Page 3 of 3 STEEL'S SOIL SERVICE INC. David J_ Steel 1564 Cty Rd GG CST- POWTSM Overing Homes, L.L.C. New Richmond,WI 54017 Lic. #248956 NWI /4,NWI /4,S25,T30N,R18W Bvs.(715) 246 -6200 Town of Richmond, ST. Croix Co. Fax (715) 246 -9372 Iced Pine Corner, Lot 6 Legend 1" -40' ♦ = Benchmark Elm I00.00ft Top of %" PVC Pipe * = Aft Benchmark E1e. 99.65ft Top of :4 PVC Pipe n = Borings Boring Elevations B 1 - 98 -60ft 82 = 98.60ft B3 = 96.20ft B4 = 00.00ft f fig 5 — !J4 j Y y ` e - 7 7,7— Feb 16 04 10:06a FOGERTY PLUMBING 17156355286 P.1 10541N KANUH KUAU HAYWARD WI 54843 � - TDD #: (608) 264 -8777 sCO��,h www.00rrvnerc i I s Department of Commerce _ Jim Doyle, Governor Cory L. Nettles, Secretary February 11, 2004 CUST ID No.224059 ATTN- POWTS Inspector ZONING OFFICE KEITH E STONER ST CROIX COUNTY.SPIA 23220 WOOD CREEK RD 1101 CARMICHAEL RD SIREN WI 54872 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 02/11/2006 • Transaction ID No. 967464 o Site ID No. 670619 SITF . j A Please refer to both identification numbers, Oevering Homes LLC Got 6 G�Hocd wF 1415 t ���,� L "we �. comes den with the agency. Town of Richmond /`�!/E rrfi �� St Croix County �` h►OavD �� GrT b NWIA, NWI /4, S25, T30N, R18W FOR: Description: New mound, 3 bedroom residence Object Type: POWTS Component Manual Regulated Object ID No.: 941842 Maintenance required; 450 GPD Flow rate; 36 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- I0691 -P (N.01 101) and SSWMP Publication 9.6, "Design Of Pressurized Distribution Networks For Septic Tank- Soil Absorption Systems." P 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 defied in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.0r SO stats. The following conditions shall be met during construction or installation and prior to occupancy or use: / General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the design manuals noted above. • 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. Key Items) a The CST should be reminded to scale the plot plan or locate each boring from the defined benchmark. • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover.