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Home My WebLink About008-1095-90-000 (2)Wisconsin Department of Commerce Safety and Building Division PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)[ ALISA L FEYEREISEN ^ST BM Elev: Insp. TANK INFqRMATION City TOWN OF EAU GALLE TYPE 47� / . UFACTURER - CAPACITY Septic C)LESE2 Rilo Dosing Aerat' Holdin TANK SETBACK INFORMATION to z)epac > too' a Dosing II � u 1 33/ PUMP/SIPHON INFORMATION S Manufacturer De GFMV Model Number ,?,— ov 'pA3 TDH Lift Friction :gtas System Head � TDH "`'Ft Forcemain Lengt Dia. Z q Dist to Well V SOIL ARSORPTWN SVSTFsrf LN I / <--e— ELEVATION DATA STATION BS HI FS ELEV. Benchmark 2.z3 02. 3 ►�,a Alt. BM Bldg. Sewer C .3 St/Ht Inlet rr// d, St/HI Outlet f Dt Inlet Dt Bottom Header/Man. Dist. Pipe pd O , o/.6't Bot. System r3 F' al Grade b WI-4 r� 12 e-rr--p a 6,w O/Luo, St Cover 4-1 ) •4 / oZ , w 6.4 (ob. ee.0 BE ra"Width ENSIONS S ( PVC Length r Ngo �Of L S PR DIMENSIONS No. Of Pits Inside Dia. Liquid Depth SETBACK INFORMATION SYSTEM TO P/L LD WELL LAKE/STREAM LEACHING CHAMBER OR UNR Man r it Type Of System: } l� / 11 / Modal r �`� UISIFLIl3UTION SYSTEM i-- -' t-+1 && t>*w-o(iAs&-her-xb Znevtcfrb.n Header/Manifold ( Distribution 1 I I I ( x Hde Si U x Hde Spacing IF Vent IIF Air Intake - �ti P'°°`a' a Length Dia Length Dia Spacing �%3a I o l ' SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of m Seeded/Sodded xx Mulched Bed/Trench Center — Bed/rrench Edges 1 Topsoil 1 4a:k U Yes 0 No 1 Fpl Yes �`nJ No] kQr COMMENTS- I ude code disae nc es, /p Z 9�2x/Ap ,T ( pe persons present, etc.) Inspection 1: { Inspection #2: P WL� ..�ii �yZ don: 51 CTfRD BB D 1.) Alt BM Description = ss f 2.) Bldg sewer length = eZ 7 L ,poet A 1 eJ I I 7 '� `�Q - amount of cower = 1 VM4- • �a Af Cn,% ` �'�' T (W'�tieW -,s &1P 4�'�' . 2- 9 �G. /r+e�+ 3� 2 •Sa I L�cS 0%'- Jr an W � t� w►. fa 2.Dr O%i*S 0%% Orwaw�((�//lt -`o "Lit Plan revision Required? x Yes / � Use other side for additional information. 7 f/ +lli InsepAofs Signature Cert. No. ice\ -Att^ I ry Indbi< Servic lsion ounry :.."sPill 9,'tQ22 4822 Ma( ison Yards Wav Madison, WI 53705 ST CROIX Sanitary Permit Number be filled in poo by Co.) ,' 'V� ?:,,,, P.U. Box 7162C�- Madison, W153707- 62 Ifi CoW\tY 2n ermit Application Stale fransactwnNumber In Accordance with P. Ois. Adm. Code, submission of this form to the appropna (mental unit PWTS-072201424-C is rcquircd prior 10 airing a sanitary permit Note Application 6>nns for stale -ovine 'I'S are submitted to the Department of Sa(ety and Professional Services. Personal information you erovide miry be used for secondary Project Address (if different than mailing address) purposes in accordance with the Privacy Law, s. 15.04(1 Xm). Slals 51 C.T. H BB 1. Application Information - Please Print All Information Property Owner's Name Parcel a David & Alisa Feyereisen 008-1095-90-000 Property Owner's Mailing Address Property Location 1430 Oak Drive Govt. Lot City, State 'Lip Code Phone Number River Falls, WI 154022 715-426-1672 SW ,,NW i, Section 34 11. Type of Building (check all that apply) 1 n1 a T28 N R 16 E or W �✓ I or 2 Family Dwelling - NunikrofHcdrooms 0 b 2 — Subdivision Name s4to �17G�2� r.( /JO Block �Q _/ Dublic/Commercial - Describe Use AZW— >I JL �- E1Cityof �Statc Owned - Describe Use CSM Number illagc of ❑✓ Town or Eau Galle Ill. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable online A. Check one box on line B. Complete Ilne C if applicable.) A. ✓ ew System t--t' I peeplacement System [:]other Modification to Existing System (explain) Additional Pretreatment Unit (explain) R. ,.,oldin Tank g In -Ground l(�--'��.� t-(irate U` ✓Mound �/ H Individual Site Design 6 Other 1' ypc (explain) (conventional) < 1 C. ❑ Renewal Before ❑ Revision IT of Plumber �I rans(er to Ncw Owou .1st Previous Permit Number and Date Issued Expiration IV. Dis ersal/Treatment Area and Tank Information: r Design Flow (gpd) Design Soil Appli on Rale(gpolst) spersal ca Required Is0 Dispersal Ar Proposed Is System F.lev �yat_ 300 0.40 too 750 �-.QQ 750 ZD _ ^ 101 `r'*a r 'rank Information Capacity in Gallons oral Gallons a of Units Manu cturer c ' u i3 New Tanks Existing -ranks ail o - H N rn LLU a Septic or Holding Tank ✓ Dosing Chamber 500 Wieser Combo ✓ V. Responsibility Statement- 1, the undersigned, assume responsibilLW- for in ation or the POWTS shown on the attached plans. Plumber's Name (Print) Plum urc MP/MPRS Number Bicis Phone Number Michael B Rodewald 931384 T715-425-6200 Plumber's Address (Street, City, State, Zip Code) 285 CR-SS River Falls Wi, 54022 VI.CountyIDe artment Use Only Approved O I cd Permit Fee (,�fI Is. red Issu g Agent Signature ❑ rvcnR Denial S 6�S jj/ ZOZZ 00 p I 3�tGSSM� Sint l t%�t+tC, �+QtoQ� Dom' : I� SL �I'o Septic tank, effluent t1Her and Q J ,� j� � 4r dispersal call must be serviced I maintained t b^An°� '� Q� aa^^�'Y as per management plan provided by plumber p r y �5 All setback requirements must be maintained AL as per applicable code/ordinances. rinses ry caraprc¢ pans ror me systed antl submit to 1 t Court only m_ pyrer_rrwtshan g Iq x 1 i ches Ie /I_ 44411� UtYt T{Acj CC4q;1L�, PROPERTY udw Site location: Plot Plan . j� ALIsA L. ,/y . S&c. 'S'V_ -u sr c.T. H . R pars GO ;----------- V = 40 FT. '(emm* vjhwe nosed) p = backhoe pit T qD AMES 4 � N t� 0 =H a Q ►� o aox 3 ° f 0 a ,TI ,e 8` owl a e�A CA V' ` a \ C4 C4 7/d AW1W aL -� 01PI July 5, 2022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2024-07-05 Plan Review: PWTS-072201424-C MARY JO HUPPERT 25720 Firefly Lane Webster WI 54893 SITE: FEYERFIM9 DAVW & & ALM L. 51 C.T.H. BB Town of EAU GALLE St. Croix County Total Amount: $250.00 Division of Industry Services 2331 San Luis PI Green Bay, N 54304 www.dspsmi.aov Tony Even - Governor Dawn Crim - Secretary Corm0donagy APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE FOR: 300 gpd — 2 BRs — New Construcdon 21" Limiting Factor — Effluent Filter — Maintenance Required EZFlow Mound Component Manual — December 2017 Version Pressure Distribution Component Manual — Ver. 2.0, SBD-10706-P IN 01101, R 02/I8) The above submittal has been reviewed for conformance with Wis. Admin. Code (WAC) & Wis. StaL, and has been CONDITIONALLY APPROVED. This private onsite wastewater treatment system (jam shall be installed in accordance with the enclosed approved plans and any above referenced component manual(s) and specifications. The owner, defined in Wis. Stat. § 101.01(10), is responsible for compliance with all code requirements. Prior to install, a from the county where located and inspection shall be arranged per Wis. Stat. § 145.19 and 145.20(2xd). No person may engage in or work at plumbing unless licensed to do so per Wis. Stat. § 145.06. A copy of the approved plans, specifications, and this letter shall be onsite during install and open to inspection by authorized representatives of the Department. All permits required by the state, county, and local municipality shall be obtained prior to commencement of any construction/install/operation. This approval shall be subject to the following conditions: • Prior to ear workim tir near POTM dhowod eoosoeuM tire& soil moisture content shall be checked at depths from 0 to 8-inches. Smearing & compacting of wet soil reduces infiltrative capacity. By hand, a golf ball size soil sample shall be kneaded & rolled into a ball. If it can then be rolled into a wire down to 1/4-inch thick, the site is too wet to proceed; if it crumbles before reaching 1/4-inch thick, the site is dry enough to proceed. • Prior to plowing POWTS dispersal component area, tall grasses and shrubs shall be cut short and this and all loose organic material shall be removed from the area to prevent matting. • Areas occupied by rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the POWTS dispersal component area shall be cut off at ground level and removed, along with boulders; stumps and roots shall remain in place. A larger infiltrative area is necessary when any of the above conditions are encountered. Page 1 of 2 • POWTS component areas & horizontal setbacks shall be preserved prior to and during construction — prevent disturbance, compaction, fill or use of areas. • Horizontal setbacks of all POWTS components and lines, especially from buildings, OHWM of navigable waters, and wells, shall be verified prior to install to conform to WAC § SPS Table 383.43-1. • Wastewater from contractor equipment & tool use & cleaning and leftover products shall not be discharged to POWTS but shall be otherwise properly disposed of on or off site. • Tank install shall conform to all manufacturer's requirements. • All piping shall conform to WAC § SPS Tables 384.30-3 and 384.30-5. • Insulation of building sewer length beyond 30 feet shall conform to WAC § SPS 382.30 (11)(c). • Existing, unused POWTS components shall be abandoned per WAC § SPS 383.33, • Surface water diversion/drainage away from all POWTS component areas shall be provided. • Any changes impactine dosine specifications require State verification of TDH &GPM suecifications. • For new construction, it is recommended to not activate dose pump(s) until all tanks are pumped by a DNR certified septage servicing operator after conclusion of all significant construction and interior finishing. • Submiltbor dM wevilift gym a copy of this letter, the owner's manual & management plan, and all instructions for proper operation & maintenance of this POWTS, for which the owner shall be responsible, per WAC § SPS 383.54(I). Owner shall provide this Information to any subsequent owners. • each inspection, evaluation, maintenance, or servicing to county per WAC § SPS 383.55. • If any POWTS component malfunctions so as to create a health hazard, the owner must follow the contingency plan described in this approval. 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. Nothing in this approval shall relieve the designer of the responsibility for designing a safe building, structure, or component, per Wis. Star. § 101.12(2). Inquiries concerning this correspondence may be made to me at the telephone number or email listed below. Best Regards, Jake Shedivy I POWTS Plan Reviewer jacob.shedivy(a`.wi.gov 1 608-261-7932 Page 2 of 2 EZ11owo MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: DAVID S. & AUSA L. FEYEREISEN Owners Name: (SAME) Owners Address: 1430 OAK DRIVE RIVER FALLS, WI 64022 Legal Description: SW 1/4 OF THE NW 1/4, SEC. 34. T28N, R16W Township: EAU CALLE Conditionally Countf. ST CFM APPROVED T. OF SAFETY AND PROFESSIONAL Subdivision Name: NA SERVICES DIVISION OF INDUSTRY SERVICES Lot Number: NA Block Number: Parcel I.D. Number: 008 -1095 - 90 - 000 Plan Transaction No.: Page 1 Index and title SEE CORRESPONDENCE Page 2 Data entry ��Np�tulrlltrtptyy��i, �� Page EZllow mound drawings �ti.?`�L.w%f '. Page 4 Lateral and dose tank �'.�� .••••••••; '� Page 5 Distribution media UARY jr3 �•: . G Page 6 System makrtenance apecirtcatlons IIIIP�a f Page 7 Management and contingency plan D 1839 _� Page 8 Pump curve andPage Plot plan spectficaborrs :� —r�[a n 1ER;UlLs;i Page 10 SoiN test W1 Page 11Page 12 « «►`� 13 « Nf : PrcTay( srae s RwF /S.' 1AAK WWA Ne Mary Jo Huppertd License Number: 1859-007 Date: 06/21 Phone Number: 715 - 426 - 1775 Signature: 2, F&�,L Dss(prrd Pursusm to the EZNbw Mound Component Manual Ver. August 20. 2007. S8WW Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Preaun Disbtititrtion Component Manual Var. 2.0 S80-10706-P (N. 011)1) EZllow Mound Version 3.0 (R. 311112) Pope 1 of jig Mound and Pressure Distribution Component Design Design Worksheet (r or c) Site Information Residential or Commercial Design Estimated Wastewater Flow (gpd) Peaking Factor (e.g. 1.5 = 150%) Design Flow (gpd) Site Slope (%) Installation Contour Line Elevation (ft) Depth to Limiting Factor (in) In -situ Soil Application Rate (gpd/fe) R 200.00 1.50 300.00 4.00 99.75 21.00 0.40 (c or e) 0.50 8.80 66.00 Contour Length Available (ft) Distribution Cell Information a.00 Cell Width (ft) 3. 4. 5. 6. 7. 8. 9 or 10 Only 40.00 = Dispersal Cell Length (ft) 1.00 Dispersal Cell Design Loading Rate (gpde 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point Pressure Disribution Information Center or End Manifold Lateral Spacing (ft) Number of Laterals in the distribution LY network? Enter Y or N If N above, enter the elevation (ft) of the highest point. Orifice Diameter (in) (e.g. 0.25) Estimated Orifice Spacing (ft) = 4.10 ft/orifice Forcemain Diameter (in) Forcemain Length (ft) Does the forcemain drain back? Y Inside Pump ank evation (ft) Enter Y or N Forcemain Filter Loss (ft) System Head (ft) x 1.3 A42.00 Forcemain Drainback (gal) Vertical Lift (ft) 5x Void Volume (gal) Friction Loss (ft) Minimum Dose Volume (gal) Total Dynamic Head (ft) System Demand (gpm) Lateral Diameter Selection in. dia. options I choice 0.75 1.00 1.25 1.50 x x 2.00 x 3.00 x Treatment Tank Information 840.00 Septic Tank Capacity (gal) WIESER Manufacturer Manifold Diameter Selection in. dia. options choice 1.25 1.50 x X 2.00 x 3.00 Gallons/Inch Calculator (optional) Total Tank Capacity (gal) Total Working Liquid Depth (in) gaUn (enter result in cell B49) Dose Tank Information Effluent Filter Information 500.00 Dose Tank Capacity (gal) INEW SEPTIC SOLU Filter Manufacturer 11.821 Dose Tank Volume (gaUn) NSSCFF324 Filter Model Number WIESER Manufacturer cl f Project: DAVID S. & ALISA L. FEYEREISEN Page 2 of 12 Mound Plan View T J A Mound Component Dimensions Down 8 lo toe extension made. Al 8.001ft E i 8.84 in H I 1.001ft K 1 10.231ft BI 40.00 ft F 12.00 in 1 10.75 ft L 60.46 ft D1 15.001in G 0.50 ft J 7.37 ft W 1 26.12 ft 320.00 (ft) Dispersal Cell Area 1 750.001 (ft) Basal Area Available 7.50 (gpdtft) Linear Loading Rate 1 4.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View EZflow Dispersal Area Finished Grade 103.00 (ft) - — --- ----- ............ F0 i Dispersal Cell 101.50 (ft) Lateral 101.00 (ft)-10-1 Invert Elevation 1 Dispersal Cell N Ili. 3 ... ... ;'N D H 3 Elevation Wa W !13 11:1 M 4 9 .75 (ft) Contour Elevation 4.0 % Site Slope Typical Dispersal Cell Shading Key See Page 5 > Elm Topsoil Cap CL T Approved Geotextile Fabric Nh�-�4 Subsoil Cap q •2 2.0 ft ASTM C33 Sand 0 '40i =0 Tilled Layer 5•F EM • EZflow Media S 'A qt 0.5 ft * — A See details on page 4 for number, size, and spacing of laterals. Laterals are located in the 4" gravity distribution pipes as shown on page 5. Project: DAVID S. & ALISA L. FEYEREISEN Page 3 of 12 End Connection Lateral Layout Diagram Place Appropriate Lateral Diagram From Right Below P •=Turn-upvdbaIIvolveorolunoutplug Z 4 1 st orifice located at Z IF X--+I Orifices point up except every Sth one points down for drainage. Forov mail oonfiecdon Via tee or oross to maftlfold at X11 point. Laterals h force main of PVC Sch 40 AN laterals identical with orifices equally spaced. per SPS Table 384.30L Number of Laterals Lateral Diameter Lateral Length (P) Lateral End (Z) Lateral Spacing (S) Lateral Flow Rate System Flow Rate 2 1.50 in 39.19 ft 0.81 It 4.00 ft 21.00 gpm 42.00 gpm Orifice Diameter Orifice Spacing (X) Orifices per Lateral Orifice Density Manifold Length Manifold Diameter Forcemain Velocity Dose Tank Information Electrical as per NEC 300 and 10 SPS 316.300 WAC Tank component is properly vented WIESER Capacity 500.00 Volume 11.82 Manufacturer Gallons gallinch Dimension Inches Gallons A 26.91 318.05 B 2.00 23.64 C 3.39 40.11 D 10.00 118.20 Total 42.30 500.00 A i B C Manufacturer Alarm Manufacturer JSJE RHOMBUS Alarm Model Numbe AB TANK ALERT Pump Manufacturer I LIBERTY Pump Model Numbe 280 1 4.101 ft ft2/orifice ft — in Locking cover with warning label and locking device and sealed watertight 4 in. min. F— Alternate outlet location Forcemain diameter --T 2 in. Weep hole or anti - siphon device P- ump off elevation (ft) 98.83 Dose tank elevation (it) 98.00 Pump Must Deliver 42.00 gpm at ®ft TDH 8.80 Note: Switches containing mercury may not be used in this system. Project: DAVID S. & ALISA L. FEYEREISEN Page 4 of 12 40 Uflowa Distribution Cell Media Layout 8.00 J Cell Width (ft) Sidewall ArrangementsDistribution Cell Cross-section Abe@@@*& Component Legend SR1-7A Bundle - 5 ft or 10 It lengths SR1-12A or EZ 1201A in 5 ft or 10 ft lengths 4' Perforated Distribution Pipe With Pressure Lateral Inside Tumup Enclosure — — — — - Pressure Lateral Bundles are covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout - Typical 8.00 Cell Width - A (ft) 40.00 Cell Length - B (ft) Center Connection Lateral Layout Diagram 8 ft Wide End Manifold Project: DAVID S. & ALISA L. FEYEREISEN Page 5 of 12 Mound System Maintenance and Operation Specifications Service Provider's Name DARRELL'S SEPTIC Phone 715-425-1025 POWTS Regulator's Name IST. CROIX COUNTY ZONING Phone 715-386-4680 System Flow and Load Parameters Design Flow - Peak 300 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 200 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 840 gal Maximum TSS 150 mg/L Soil Absorption Component Size 320 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Service Frequency Inspect and/or service once every 3 years Inspect and clean as necessary at least once every 3 years Test once every 3 years Should test periodical) Laterals should be flushed and pressure tested every 3 years Inspect for ponding and seepage once every 3 years 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 EZflow Mound Component Manual Ver. August 20, 2007. 2. Dispersal cell media conforms to EZffow products approved for use with the EZflow Mound Component Manual Ver. August 20, 2007. Media is covered with an approved geotextile fabric. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, W is. 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 6-8• Diameter —� ..:::: ::: Threaded Cleanout Lawn Sprinkler : _ Plug or Ball Valve Lateral Ends at Last Orifice Where Variable Length Cleanout Begins _. _ . _ DegreeLong Sweep 90 or Two 45 .��.Diameter as Lateral Project:Distribution Lateral Lateral Cleanout 10 D.VID S. & ALISA L. FEYEREISEN Page 6. 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 [Unow Mound Component Manual 8120/07, Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01101) and SSWMP Publication 9.6 (01/81)) and local or state rules pertaining to system maintenance and maintenance reporting. 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 84nc hes in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Swdc 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 fitter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain solids in the tank that may sough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the fitter shall be serviced if the alarm its 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 as to 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 Wisconsin Department of Commerce. Pumo Tank The dosing (pump) 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 fitter is installed within the tank it shall be inspected and serviced as necessary. If the force main has a weep hole, it should be noted If it is functional during pump operation, and if not, it should be cleaned. "'No one should ever enter a septic or dose tank since dangerous gases maybe present that could cause death.**** 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 rat exceed 220 mg/L BODs, 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 104 cfu1100 mL for highly treated effluent. Influent fkov 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 3 years. 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 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continaencv 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 ckogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system Into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: DAVID S. & ALISA L. FEYEREISEN Page 7 of 12 Pump .S. pecifications 280 Sc�►�:s SLlb[11ersIbIc EffIU0[It PunIp ,moll � 1l &50 [1 Kmm] 9.50 L240mmj CORDS 23OV, OR 120V L.........J PIGGY BACK - AUTOMATIC SHOWN 01 uc c 290 SERIES DVAENSUNAL at rA�w.�v��NYwar tYwtit�t%XMdP•7 .a�rpprwr.wq A. w wwppypWwwaey Ma�p� IlwtlAMA/�O.d i� % N fi �[Ow.1/M-PPt I Doc M n RM"14 cc.pyrw sta M y P�p rm N *hb R«Ma sgRadu+�+rd �+�r •++r..tt. me r�7 9 AYns 33 �nl s io �Q j ?tF wS ��wyo�� y0 �az91 po rndS = I+ it a JO do o v� ` 0iw►r3�a� ,t j r VLq _fA ah •+joss zr+za wow Y= :W ,04 12Z.Old � dwu h^ N„V1-� M W .Ow/6hl ya s glm M3N qq.j c9 h �n (wou"Afa) loos MaN a _WoaAja 03ws 0 c%.QFz ,O t x YW minb DepoWn 1M of SOMY 0-1d PrOtsabnal Services Division of industry services SOIL EVALUATION REPORT n a¢mdarwe with SPS W3, Wft. Adm. Cade COredy Mich complete ale plan on paper not less than 812 x 11 inches in f¢e. Plan must include, but not Itlraad to: veAicsl and hormonfal mbfw= point (BM), direction and Parcel I.D. pwwd slope. scale or d(rnerrions, north snow. and oration and dManw to nearest road. PNaaa print all Informa>Yon. Reviewed try Parsarrar Maorrrr•rnon po poMda mar be uaad for mecorg y p•ro•••• (PrivW Law, s. 1 a.e1(1) (m)) P+w L of 4 ST. CROIX COUNTY 008 - 1095 - 90 - 000 Data property Location n a YDww DAVID S. & ALISA L. FEYEREISEN GWL Lot — SW 114 NW 1/4 S 34 T 28 N R 16 E(00 W PrspMyOwsesMdrpAddrass Lots Blork 8nbd.NO orCSH1 1430 OAK DRIVE - I - I - Viape U!Jrown Nsaeat Road RIVER FALLS. WI 54022 ( ) C.T.H. BRA • Nw Conalnrction useE] Residential / Number otbadiom. Cods dsrbed dew low raw om Replacement ❑ Public «mnrwcW-Deeabe: rarerrt material Flood Plain elevation if appkxft NA R General omiwnwft MOUND SYSTEM — 1.25 FT, SAND FILL. — 0.4C LOADING RATE end reeonvnendabons: PROPERTY ADDRESS: 51 C.T.H. BB o Bmv Q pg Ground sonnets elev. 98.85 R Depth to fnYlirg Wlor 21 1n, I Sol kvkalWn Rate HortnOru Depth DornineM Color Redox Desaiplim Ts Am Strwanee Cwws sum Boundary Rood GPDW In. Mlnw W. Sz cant Color Gr. Sz. SIL *EW1 vw 1 0-12 10YR3/1 — ail 2f-nubk mfr Cs 3vf-w 0.6 0.8 2 12-17 IOYR342— ail 3fabk mfr p 2vf-co 0.6 0.8 3 17-21 7.5YR4/3 ail 3fabk mfr as tv-&m 0.6 0.8 4 21-24 1 7.SYR4/3 nf7.SY]t" sid 2fabk mfr as Ivf-f 0.4 0.6 5 24-30 7.5YR4/3 mldSYR" Biel Ifabk mfr — — 02 0.3 water obarva , at 2A• somc gr;fcw cobs ❑ 00TV !lorinp s 99.30 0 pit Ground surface elw. R 26 Dplh to lilrtirp Odor in. Horleon Depth In. Dominant color M~ Red= Description Ou. Sz. Cont. Color Texture Structure Gr. Sz Sh. CmnsYwtla Rawery Roof GPD/R 'EIw1 'Efts2 1 0.6 10YR3/1 — sit 2f-msbk on* cs 3vf-co 0.6 0.8 2 6-12 10YR3/3 sit 3fabk mvf Cs 2vfco 0.6 0.8 3 12-26 7.5YR4/3 — sil 2fabk anti as lvf-m 0.6 0.8 4 26-30 7.5YR4/3 n f 7-1"4/6 sid I fable mfr — — 0.2 0.3 water obervad ® M- same grfew cobs Mena 01 • ow, > au 1"0rrwL aura 1*5 >a7 11 tip "WL we • ouu 1 ar nqL aura 100 1 au HVL CST Name (Please ft* CST NWYW MARY JO HUPPERT ollister's Soil Testing & Desi 224832 Address pew Telephone Numbs 25720 FIREFLY LANE, WEBSTER, WI 54830 04 - 19, 2022 715 - 426 - 1775 SBD43301R07/13) FEYEREISEN, David A Aliss Parwl 0 0 008 - 1095 - 90 - 000 2 4 paps of— Boring � 0 pp" Gm undsurlaoselev. 99.95 ft Depth to tsniYq factor 25 Sol Awkseson Rate Florimn Depth in. DaniwkColor MMnss1 RsdmcDssrtmm Au. Sz Cont. Color Tssias Stwkn Gr. St Sh. Canisbnas Boudwy Root GPON -m -Pm 1 0-6 IOYR3/1 - sit. 2fsbk mvfr a 3vf-co 0.6 0.8 2 6-18 1 _ sil 3fabk mfr as 2vf-w 0.6 0.8 3 18-25 7.5YR4/3 _ sit. 2fabk mfr I AS 1 vf-m 0.6 0.8 4 25-32 7.M4/3 m 1 f 7.5YR4/6 sil 2fabk mfr - - 0.6 0.8 water observed @ 26- some gr few oohs ■ ' T„7 - Effim t i1 - BOO, > 30 < 220 melt. and TS8 >30 < 150 np4 ssouwpmnri EMuwt 02 - BOD, 130 nV& and TSS 130 np4 - Effim t i1 - BOO, > 30 < 220 melt. and TS8 >30 < 150 np4 ssouwpmnri EMuwt 02 - BOD, 130 nV& and TSS 130 np4 Plot Plan PROPERTY OWNER: A LIsA L . fZ sKa—,Ot4 LegW DesaVtbn: S1n1%4 of TttE NW %4 . S6c. 5q, 'TZCN, R Tow1J of F-Au "ALE. St. CWVC CakNTy_ WLSCon4,VAJ- OD19--104C- yD- QD0 / SI C.? {}. .B Site location: 1 -7/01 AU309 QC 1� 4A r \ Page 3 of 5t 1" = 40 FT. 'lexcW where noted) A == baddm pit !10 MKES Feyereisen, David 04127/2022 CLEARFLOW FILTER INSTALLLATION AND SERVICE INSTRUCTIONS MODEL NO. NSSCFF324 FILTRATION 1/16" (.062" diameter holes) 0.50 FLOW RATE 83.8 gallons per minute @ Spsi. TDH Increase the total dynamic head loss by .05 feet of head to overcome friction loss from the filter Address: N6643 Blue Lagoon Lane City, State, Zip: Casco, Wi 5425013 Telephone: 608-333-3610 Email: info@newsepticsystems.com Website: www.newsepticsolutions.com INSTALLATION The NSSCFF324 ClearFlow is made to fit on the discharge port of any pump with a 2-inch NPT discharge. The filter can be adapted to fit pumps with a smaller diameter discharge. Install the filter in a position where it will be easy to service. • Place a 2-inch Schedule 40 PVC male adapter (MIPT x socket) on the end of filter. • Measure the amount of Schedule 40 PVC (tail section) needed between the filter and pump. Cut the pipe to the desired length and insert into the pump & filter. • The filter housing has a 2-inch Camlock coupling connection to the force main. - IVv Pivi rCCMvYC riLiCR it v1MiCR LCYCL W /'1OVYG rm-e GR a Ml\H The length of time required between service intervals is unique to every application. As such, we recommend the filter be checked within 12 months of installation to determine future service intervals. Systems with known or suspected high volume usage should be checked six months after installation. DO NOT ALLOW SOLIDS TO FALL INTO FILTER CASE • Unscrew the 4-inch cap and remove the screen from t e I ter ousing. • Taking proper protection, clean the screen using a hose with a spray connection. • After cleaning, inspect the screen for damage or corrosion. (Replace if necessary.) • Place the screen back into the filter housing and screw the cap back on, taking care not to cross the threads. QUALITY The filter housing, cap and coupling are made of heavy-duty ABS injection molded plastic. Injection molding insures the first part made and the ten thousandth part are virtually the same, insuring consistently high quality in every part. The stainless steel screen is made of 316L ((L stands for Low - meaning low carbon) 316L stainless contains molybdenum, an alloy which increases strength & hardness and enhances resistance in areas high in salt air and chloride, giving it the nickname 'marine grade' stainless steel. ECM REM NO. PART NUMBER I Poter Body 2 Cam Lock 3 Fifer Cap 4 Large Gasket 5 Screen filter ITEM NO. SW -File Nome ffle Name) I screen 2 Flange 3 Wire handle 4 Large Flange 113j" V/1 III 4' CAST -A -SEAL,'!! i2n C rfp / FILTER OR J BAFFLE II .`' X w o W h W840/500- M R TANK SPECIFICATIONS DIMENSIONS: WALL- 2 1 BOTTOM: COVER: S' MANHOLE 24' I.D. PRECAST CONCRETE RISER HEIGHT: 59 1 /2' O.D. LENGTH: 113 3/48' O.D. WIDTH: 93' O.D. 4' CAST -A -SEAL BELOW MlBT: W O.D. LIOUID LEVEL- 43' WEIGHT: 11.150 LBS. INLET AND OUTLET: 4' CAST -A -SEAL BOOT OR EOUAL GASKET, CAST -A -SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN. SEE DETAIL ItO (OTHER STATES SEE CHART) UOUID CAPACITY: 19.61 GAL/N (SEPTIC) 11.82 GAL/IN (PUMP) LOADING DEsiGN: 8' O' UNSATURATED SOIL TANK CAN BE USED AS: 4' VENT SEPTIC/SEPTIC. SEPTIC/PUMP OR SEPTIC/SIPHON COVER: MTX DESIGN 05 (NO FIBER) TANIC MIX DESIGN /10 STRUCTURAL FIBER) OUTLE .; n ra M PUMP PAD TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WESER CONCRETE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: _ U F ink ;r.1 ST CRO UNTY SANITARY SYSTEM File#: ' Only OWNERSHIP/ADDRESS FORM CCr�eedlce 20 1 Community Development Department will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system! This information will be provided as part of our ongoing efforts to protect public health, your well, groundwater, surface water, property values, and county resources. Once approved, this completed form and educational information will be sent to you by email. If you would like to view your issued sanitary permit online, you can do so by using the Property Files Scanned weblink. OWNER/BUYER INFORMATION Owner/Buyer Alisa & David Feyereison Mailing Address 1430 Oak Dr City/State/Zip River Falls WI 54022 Phone Number (required) 715-426-1672 Email Address (required) dave@feyereison.com Parcel Identification Number 008-1095-90-000 (found on the property tax bill) Site address 51 Cty BB NEW SYSTEM: LEGAL DESCRIPTION Property Location SW t/4 , NW 'A , Sec. 34 , T 28 N R 19 W, Town of Eau Galle Subdivision Plat: Certified Survey Map #_ Warranty Deed # 1081524 Volume . Page # (before 2006)Volume Page # Number of bedrooms 0 Spec house 13 yes ■ no Lot lines identifiable ■ yes O no Lot # New Property Address (Staff Initials) OFFICE USE ONLY (Verification of new address required from Community Development Department for new construction.) (Date) This form must be submitted with ail Private Onsite Water Treatment System (POWTS) applications. New System: Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. Community Development Department - Land Use Division 715-386-4680 St. Croix County Government Center cdd@sccwi.gov 1101 Carmichael Road, Hudson, WI 54016 715-245-4250 Fax www.sccwf.00v 285 COUNTY RIVER FALLS 800-828.3723 715A25-8466 RE: David & Alisa Feyereison Site: 51 CR-BB, Town of Eau Galle Project Scope: This system is for a convenience bathroom for a shed. Currently the site is serviced by a rental privy. The site is a gathering place for Mr. Feyereison's family and friends where they work on various projects & vehicles associated with the land. A more permanent bathroom facility is desired. Typically, there are 3-4 people on site daily. While this is a non-commercial/non- employee use; using 13 gpd/employee(person) and 25gpd for I floor drain would correlate to a EWF of 77 gal/day and a DWF of 116gal/day for baseline sizing. The system was designed at 300dal/day DWF. I have not included shed plans as this is a non-residential facility. While there are not plans to build a home on this site in the future; a location on the site, north of the existing shed has been identified as a potential home site and would be serviced by a separate POWTS if/when constructed. Mike Rodewald MPRS 931384 Portage, WI (800) 362-7220 Celebrating 401ears Spooner, WI (800) 336-3416 OfExceUence Fond du Lac, WI (800) 641-5937 1965-2005 Maiden Rock, WI (800) 325-8456 Visit Us MIEN EN111METE *nPCn www.wOiesehrconWcrete.com Ft l�E� Awi fops, .-� CROIKCOUNTYcan � r 1 rF Ns oue" 4J j I y Project Name: Computations By: Date: Location: Checked By: Date: Title/Item: Sheet: Of: t r � I III Ill,n lllllll111 III �' 9190i9• DC . o - -- Document Number Document Ti Tx:5109302 1;L56364 St. Croix County �� q qr C BETH PABST 22 ?REGISTER OF DEEDS Accessory Structure Afdavi St Crolx CROIX CO., Will CST. Co mm�n0.r�RECEIVED DevelpL.Fe)ietcetseJ FOR RECORD A-40 'D>r✓ro S. feyecet5ea 07/22/2022 I1:55 AM Name — (Owner) Typed or printed EXEMPT *: REC FEE 30.00 COPY FEE 2.00 He/she is the legal owner of the following parcel of land located in St. PAGES: 1 Croix County, Wisconsin, with their deed or document of ownership interest recorded as Document Number /o8/S2'i St. Croix County Register of Deeds Office. RecordinR .area � Na a and Return Address ��'rt feye,cerje� This roe is described as follows include lot no. and subdivision/CSM property riY C A✓etr'aAs r.rc S'yraLz or detailed legal description).: y r /ba Nw /7I eS- 5er f td>, $14 %a-jAlsR, p zs ^i. , A, Parcel IdentifiicationNumber (PIN) (✓t-$f, TOrnl n/ 04- EAK 4A//Cr -S l)c iO4n%, Pj#S"fj5;Wr t)(eep'F /.F.+A.S CoAVeyt.11 Fva /jJ4a✓A7 P-r-Os" OR: ❑ See attached deed copy for legal description As owner of the above described property, I acknowledge that the Private Onsite Wastewater Treatment System (POWTS) serves an accessory building on this lot and is sized for a future U bedroom home, or a design flow of gpd. This accessory building may not be used as a residence on this parcel. I also acknowledge that I will disclose this information and stipulation to any future parties interested in purchasing this property. Dated this_ dayof.Pa. �AU�NTlCATION authenticated this _day f TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stets.) THIS INSTRUMENT WAS DRAFTED BY: St. Croix County Community Development (Signatures may be authenticated or acknowledged. Both are not necessary.) t^ ACKNOWLEDGMENT STATE OF WISCONSIN ) )ss. t Croix County. ) Personally came before me this g day of the above named n ' person(s) who executed the foregoing sane. Notary Public, Stateorwiscoasin My Co fission is permancnl. If not, not, state Dale: = lut . 7 a p1� awn to be the : ?OS A,gy * �c .O : St Cu trt Grni rt County.] 156364.2age .tot l _.. a D SOIL EVALUATION REPORT J UN 3 0 2022 inaawdarcewithsPs3avft. Adm. Code GST- ?.o Zz - 13,d Courty Attach ails plan on paper not leas 812 x 11 nch s n size. Plan must ndude, not imttdd foroustl%olloitl reference point (BM), direction and Parcel I.D. percent gMWW . and bcobm and distance to nearest road. PIM" print all InfwmaBon. Pai m Yfamrnlion you provide may bo used for sseoildary Pr+Doasa (Privacy Law. s. 15.6r (1) (m)). 1 79 ( 7p Z,Z Property Owner Prop" Location DAVID S. & ALISA L. FEYEREISEN Govt. Lot — SW 19 NW 19 S 34 T 28 N R 16 E❑(or)❑W Property Owner's Maine Address Lot f Block • Srbd. Name or CS W 1430 OAK DRIVE — — — City State 4) Code Ptlarno Number UAty ❑Yiape UlTown Nearest Road RIVER FALLS, I WI 1 54022 1 ( ) C.T.H. BBA pap I of 4 ST. CROIX COUNTY 008 - 1095 - 90 - 000 New Construction UseEI R i l "satin I Number of bedroorns Code derived design Now no GPD Replacement Pubic or cortsrerWl - Describe: Parent melee Flood Ptah elevation if applicable NA R. Gene al r c rmu O merudetiorls: n°"le and r000MOUND SYSTEM — 1.25 FT. SAND FILL — 0.4C LOADING RATE and PROPERTY ADDRESS: 51 C.T.H. BB Boring i U BMW a Pi( Ground eurtace elev. 98.85 fL Depth to lin ftg factor 21 in. Soli Application Rate llorkm I Depth in.Mulael Domiwd Redox Desorption (1u. Sz Cat COW Texture Structure Gr. Sz. Sh. Consiefenae Boundary Rods GPDNE T11101 TIM l 0-12 10YR3/1 - sit 2f-msbk mfr cs 3vf-co 0.6 0.8 2 12-17 10YR3/2 _ sit 3fabk mfr cs 2vf-co 0.6 0.8 3 17-21 7.5YR4/3 - sit 3fabk mfr as lvf-m 0.6 0.8 4 21-24 7.5YR4/3 nr7.sYRM6 Sid 2fabk mfr as lvf-f 0.4 0.6 5 24-30 7.5YR4/3 mId5YR4/6 Sid Ifabk mfr - - 0.2 0.3 water observed at 24' some g;few cobs 2 a ❑ Boring Borxg 0 Pk Ground surface elev. 99 3U R Depth to wrMng factor 2 i in. c.,a e....a..sr:..., os.. Horizon Depth in. Dominant Color Kuwait Redoc Desorption Qu. Sz- Cont. Color Texture Structure Gr. Sz- Sh. Consistence Boundary Roots GPDAi -VW -EI►/2 1 0-6 10YR3/1 — sit 2f-msbk mvfr cs 3vf-co 0.6 0.8 2 6-12 10YR3/3 - sit 3fabk mvf cs 2vf-co 0.6 0.8 3 12-26 7.5YR4/3 - sit 2fabk mfr as I V f m 0.6 0.8 4 26-30 7.5YR4/3 n f 7:^ 4/6 Sid 1 fabk mfr - - 0.2 0.3 water observed @ 26" some gfew cobs - tantom W1 = MAJ > a1r E cau rnpti ana I a> >y c 1 OU mgn- Wz = MAJ c Jo rngrL arc I bb 1 J1i men_ CST mn (Pisese Prim— — — CST Nurnber MARY JO HUPPERT ollister's Soil Testing & �LDesi2M4Z— 224832 Address Date EMiliffin CodU&Ad Telephone Number 25720 FIREFLY LANE, WEBSTER, WI 5430 04 - 19, 2022 715 - 426 - 1775 Property Owner FEYEREISEN, David & Alisa Parcel ID 0 008 - 1095 - 90 - 000 3 BorKr9 f Bourg 0 Pit Ground surface elev. 99.95 ft. Depth to Ynug factor in. in. 2 4 Page of Q. t.Mc.d:..., 0� Horizon Depth in. Dominant Color Munsell Redox Description Ou. Sz. Corti - Cob( Texture Structure Gr. Sz Sh. Consisbrice Boundary Roofs GPDAf' OEfffti 'EM2 1 0-6 10YR3/1 — A 2fsbk mvfr cs 3vf-co 0.6 0.8 2 6-18 10YR3/2 — sil 3fabk mfr cs 2vf-co 0.6 0.8 3 18-25 7.5YR4/3 — sil 2fabk mfr as Ivf-m 0.6 0.8 4 25.32 7.5YR4/3 m If 7.5YR4/6 sil 2fabk mfr — — 0.6 0.8 water observed @a 26" some gr; few cobs pd Ground surface elev R Depth to Writing factor in. FN Pit Ground surface elev. ft. Depth to lirrtirg factor in. Sod Aooli®tion Rate Efthrerrt 01 = BOO, > 30 < 220 ngA_ and TSS >30 < 150 nglL %LID4330(RQI/13) Effluent i2 = BODE < 30 nV& and TSS < 30 mg4 PROPERTY Plot Plan AUsA L. f-& Logo : Sw�� of rE N� 14 , sGc . 34, 120N R (W4 "%wU1 of EAU "LLE, St. CMVC Coi( TY WLSGoA,54N- ODV lass- 9D- rw / st c.T. f+..B 0 W location: 0 bLD� V1 C*i oC Z � 3 tot Page 3 of l _ 1" - 40 FT. .(e=q* wMem noted) A=backhoe ptt Jf0 ACKES C�,;qs L w04C6) oar 9 one couNnr STATE NOa 644752 RY PERMIT xEvis No. (044�5'Z OWNER UVI 8 � 410 rLCH3t6tSVJ PLUMBER 14WAW FPWv*&&LIC.#1313TI? TOWN OF LLE SEC,T N, R14� AND/OR LOT -- BLOCK— J& aMt SUBDIVISION CHAPTER 145.135 (2) WISCONSIN STATUTES (a) The purpose of the sanitary permit Is to allow installation of the private sewage system described In the permit (b) The approval of the unitary permit is based on regulations in force on the date of approval. (c) The unitary permit is valid and may be renewed for a specified period. (d) Changed regulations will not impair the validity of a sanitary permit (e) Renewal of the unitary permit will be based on regulations In force at the time renewal is sought, and that changed regulations may impede renewal. (1) The unitary permit is transferable. History: 1977 c.169; 1979 c. 34,221; 1991 r- 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. W A O ZED ISSUING OFFICER - DATE �2 Z I PERMIT EXPIRES NftZy UNLESS RENEWED BEFORE THAT DATE POST IN PLAIN VIEW VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION SBD-06499 (RI1/20)