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651249 010-1014-40-100
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)]. Permit Holder's Name: Chad and Kristine Denucci City Village Township TOWN OF EMERALD CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION TYPE MANUFACTURER CAPACITY o� Septic Dosing y Ae rati Holdin TANK SETBACK INFORMATION TANK TO P/L WELL Vent to Air Intake ROAD Septic EBLDG. Dosing L t y 2,C- Ae rat' 7 Hold PUMP/SIPHON INFORMATION 3 z Manufacturer C.`[ Demand o GPM -11, Model Number jt'QoS TDH Lift qA Friction Loss ;1.20 System Head • SSA TDH Ft z 3.77 Forcemain Length qo Dia. �, z Dist. to Well � SOIL ABSORPTION SYSTEM ELEVATION DATA County: St. Croix Sanitary Permit No: 651249 State Plan ID No: Parcel Tax No: 010-1014-40-100 Section/Town/Range/Map No: 06.30.16.86B STATION BS HI FS ELEV. Benchmark �•� O1.0 I 60.D Alt. BM Bldg. Sewer q. SUHt Inlet IS.30 t St/Ht Outlet Dt Inlet Dt Bottom lO Iig .� I $<GS $2..32r Header/Man. Dist. Pipe r Bot. System i 2.1 5 Final Grade St Cover g D r �3-00 BE Width Length No. Of Tc@Aahos PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth ENSIONS I t © 3) k`i'e•r,a -- SETBACK SYSTEM TO P/ BLDG IWELL LAKE/STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR Type Of System: ���^ Q j(V\ 2,O 31 UNIT Model Number: t Z ovf DISTRIBUTION SYSTEM 46 air pl '.0kec - ah Header/'Manifold t I Distributi q ` x Hole Size x Hole Spacing Vent to Air Intake Length 1 *0 Dia \I62tt L ngth yx�� Dia tl �2 Spacing O J f r 3 • � 2j r SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No C IM�ENT (Include code iscrepencies, persons present, etc.) Inspection #1: 1,h3f I -a,, Inspection #2: 151 c ti n: No Address Availa le (f� ) 1.) Alt BM Description = 5� M,& , CQ , 2.) Bldg sewer length = 2P ; r�<c�+V> GWAD—& gD5— - amount of cover = ? `k2 �� T Plan revision Required? ❑Yes [� No Use other side for additional information. Da e , In�sepctor's Signature S D-j n (R.3-, n_p,�_� /n��Nparr „�' Previ�o�f'py�=Lz N C�H#�) � Cert. No. 0A1-;023- (0* Department of Safety ST CROIX QU G 03 2023 &Professional Services .• ' Sanitary Permit Number (to be fit led in by Co.) Industry Services Division �-) 2' f°l _ St.' roux County Commurig e opine mit Application State Transaction Number In accordance with SPS 383.21(2), Wis Adm. Code, submission of this form to the ap governmental unit ttS — 22 01S-) 3 rC' Project Address (if different than mailing address) is required prior to obtaining a sanitary permit Note' Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance ww with the Privacy La. s. 1 i.04(I)(m), Slats . I r I 1J �p I. Application Information Print Information —Please All Property Owner's Name Parcel # Chadand Kristine Denucci 010-1014-40-000 Property Owner's Mailin Address Prope v L anon 1759 215th street � t'4 ` City, State Zip Code Phone Number NEW RICHMOND WI 54017 /, Section T N R w II. Type of Building (check all that apply) / Lot 4 Subdivision Name ® 1 or 2 Family Dwelling - Number ofBedrooms 3 ✓ �- Block # ❑ Public/Commercial - Describe Use �- ❑ City of ❑ State Owned -Describe Use ❑ Village of CSM Number - 23S V Town Emerald of' 11 I. Type of POWTS Permit: (Check either "New" or "Replacement' and other applicable on line A. 'Check one box on line B. Complete line Cif applicable) 9 New System ❑ Replacement System ❑ Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain) B. ❑ Holding Tank ❑ In -Ground ❑ At -Grade IN Mound j- Id El Site Design ❑ Other Type (explain) (conventional) LZ T C. El Renewal Before El Revision El Change of Plumber ❑Transfer to New Owner List Previous Permit Number and Date Issued Expiration IN'. Dispersalfhreatment Area and Tank Information: X 5b 61 e9 -,r Design Flow (gpd) Design Soil Application Rate(gpd/st) Dispersal Area Required (sf) Dispersal Area Proposed (st) Sys in E vation ( � 450 •4 450 450 98.9 Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units Q S L 2 U New Tanks Existing Tanks c Y _ -- Septic or Holding Tank 1 X Dosing Chamber 1 600 1 X V. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the PONVTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number PAUL R KOEHLER �� ,� 225410 715 246 2660 Plumber's Address (Street, City, State, Zip Code) 321 WISCONSIN DR NEW RICHMOND 54017 VI. County/Department Ilse Only Approved roved PermittFpFee $ DateIssued 21 Issuing Agent Signature �]y9 er even enial bZ�S� ! "-"22 Conditions o A ro ap 3) Au ta�--tt`e,,;:, c� ps PS C� le �iM eu SYSTEM OWNER: 1. Septic tank, effluent filter and dispersal cell must be serviced 1 maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code 1 ordinances. Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 11 inches in size SBD-6398 (R. 03/22) Plot Plan PROPERTY OWNER: CA�--F-. Legal Description: OoVr. LkI 13-7 7 IL3qz, 06, 'K I"W To OF EMap-7NU) RDA Y- 101H-Lio- nfl-112;-7sq 21 ST. COPY -7 � LV t7-1 Site location:I! J-, Page - a di ,- 40 FT. (except where noted) 0 = backhoe pit ?mD 2-5D 7a,e�E 5 1 81 T J� -T N t (-0 ) ......... July 13, 2022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2024-07-13 Plan Review: PWTS-072201513-C MARY JO HUPPERT 25720 Firefly Lane Webster WI 54893 SITE: CHAD J. & KRISTINE A. DENUCCI 1759 215TH STREET Town of EMERALD St. Croix County Total Amount: $250.00 DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL GREEN BAY WI 54304-5211 Contact Through Relay hftp://dsps.YA.gov/programs/industry-services www.wisconsin.gov Tony Evers - Governor Dawn Crim - Secretary Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF IN STRY SERVICES SEE CORRESPOND CE FOR: Description: Three Bedroom EZFIow Mound system Pressure Distribution Component Manual — Ver. 2.1 (May 2022-2027) EZFIow Mound Component Manual — December 2017 Version, 450 gpd, 16 inches to limiting factor from original grade, Maintenance required, effluent filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also receive a copy of the appropriate operation and maintenance manual(s) and be responsible for ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, POWTS Plan Reviewer — Wastewater Specialist Department of Safety & Professional Services I Division of Industry Services email: Katie. Petzeli�wisconsin gov Cell: 608-574-1189 EZflowe MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: CHAD J. & KRISTINE A. DENUCCI Owner's Name: (SAME) Owner's Address: 1759 215TH STREET NEW RICHMOND, WI 54017 Legal Description: SEC. 06, T30N, R16W Township: EMERALD County: ST. CROIX Subdivision Name: EZ - U-1377/392 CWT. Lot Number: i1- Block Number. NA Parcel I.D. Number: 010 -1014 - 40 - 000 Plan Transaction No.: Pagel Index and title Page 2 Data entry KjgllEtit!'tttitr�i?)tllifd,• N 4" ' z ; °°t �z` ° Page 3 Mow mound drawings w A•> .. ''�' 'feo Page 4 Lateral and dose tank g'�+• {•••' % ` ••k��5S4i s��• •i � l Page 5 Distribution media l Page 6 System maintenance specifications : �'v = Page 7 Management and contingency plan D i sz 9Z Page 8 Pump curve and specifications .� t`-»• Page 9 Plot plan WI •' � Page 10 Tank specs r`>f, 40*►*���� Page 11 Soill test " fiilrltrfHlnuuq►���,�, Page 12 j'4t5c is r► % i'ik AERAL- Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF IN DLL STRY SERVICES + — ),tj SEE CORRESPOND CE ?IT1�4L- pa: /S• : ?iro�D�s Z OAS. Designer. Mary Jo Huppert License Number. 1859-007 Date: 06/24/22 Phone Number. 715 - 426 -1775 Signature: /T Designed Pursuant to the Uflow Mound Component Manual Ver. August 20, 2007, SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01181) and Pressure Distribution Component Manual Ver. 7.^ orrJAW in EZflow Mound Version 3.0 (R_ 3/1/12) Page 1 of 13 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/ft2) r 300.00 1.50 450.00 11.00 97.00 1ti.00 0.40 (c or e) F__1_06__.6_0_J Contour Length Available (ft) Distribution Cell Information il Cell Width (ft) 3, 4, 5, 6, 7, 8, 9 or 10 Only 5000 = Dispersal Cell Length (ft) Dispersal Cell Design Loading Rate (gpd/ft2 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 I Y —� network? Enter Y or N If N above, enter the elevation (ft) of the highest point. E_ Orifice Diameter (in) (e.g. 0.25) Estimated Orifice Spacing (ft) = 8.82 ft2/orifice Forcemain Diameter (in) Forcemain Length (ft) Does the forcemain drain back? Y Inside Pump Tank Elevation (ft) Enter Y or N Forcemain Filter Loss (ft) System Head (ft) x 1.3 20.39 Forcemain Drainback (gal) Vertical Lift (ft) 66.72 5x Void Volume (gal) Friction Loss (ft) 87.11 Minimum Dose Volume (gal) Total Dynamic Head (ft) 27.46 System Demand (gpm) Lateral Diameter Selection in. dia. options choice 0.75 1.00 1.25 x 1.50 x x 2.00 x 3.00 x Manifold Diameter Selection in. dia. options choice 1.25 x 1.50 x X 2.00 3.00 Gallons/inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) WIESER IManufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 650.00 Dose Tank Capacity (gal) IPOLYLOK Filter Manufacturer 17.00 Dose Tank Volume (gal/in) 1122 Filter Model Number WIESER Manufacturer Project: CHAD J. & KRISTINE A. DENUCCI Page 2 of 15 Mound Plan View W • L Mound Component Dimensions A 9.00 ft E 31.88 in B 50.00 ft F 12.00 in 20.00 in G 0.50 ft 450.00 (ft2) Dispersal Cell Area 9.00 (gpd/ft) Linear Loading Rate H 1.00 ft K 12.49 ft 1 18.61 ft L 74.97 ft J 7.14 ft W 34.75 ft 1380.60 (ft2) Basal Area Available 5.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View EZflow Dispersal Area Finished Grade 100.67 (ft) F 98.67 (fU — 1' 6t� Dispersal Cell Elevation .......:.......... H Dispersal Cell 99.17 (ft) Lateral Invert Elevation D .. 97.00 (ft) Contour Elevation 11.0 % Site Slope Typical Dispersal Cell Shading Key 10 See Page 5 _ Topsoil Cap > d a 2 0 Subsoil Cap 0. c Approved Geotextile Fabric 3 ASTM C33 Sand a 2.0 ft 1 # 4 Tilled LayerIF �5 EZflow Media t v, U U) 00 0.5 ft 1b 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: CHAD J. & KRISTINE A. DENUCCI Page 3 of 15 End Connection Lateral Layout Diagram • = Turn-u p vd ba I Iva Iva or cl as n out plug I� P —Z ---�4 1 st orifice located at Z I<- X-�l All laterals identical, with ortfces equally spaced. S Force main connection via tee or cross to manifold at arry point. Laterals & force main of PVC Sch 40 S per SIPS Table 384.30-6 Orifices point up except every 5th one points down for drainage. Number of Laterals Lateral Diameter Lateral Length (P) Lateral End (Z) Lateral Spacing (S) Lateral Flow Rate System Flow Rate 3 1.50 in 49.24 ft 0.76 ft 3.00 ft 9.15 gpm 27.46 gpm Orifice Diameter Orifice Spacing (X) Orifices per Lateral Orifice Density Manifold Length Manifold Diameter Forcemain Velocity 0.156 in 3.03 ft 17 8.82 ftZ/orifice 6.00 ft 1.50 in 2.80 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC 4 in. min. Disconnect - _ Tank component is properly vented WIESER Capacity 650.00 Volume 17.00 Manufacturer Gallons gal/inch Dimension Inches Gallons A 21.11 358.89 B 2.00 34.00 C 5.12 87.11 D 10.00 170.00 Total 1 38.241 650.00 A B C Bedding And Backfill As Per Manufacturer Alarm Manufacturer JSJE RHOMBUS Alarm Model Numbe AB TANK ALERT Pump Manufacturer IGOULD Pump Model Numbe PE 51 Pump Must Deliver I 27.46 gpm at 20.94 ft TDH �- Alternate outlet location Forcemain diameter ---1 2 in. Weep hole or anti - siphon device Note: Switches containing mercury may not be used in this system. Pump off elevation (ft) 84.83 Dose tank elevation (ft) 84.00 Project: CHAD J. & KRISTINE A. DENUCCI Page 4 of 15 Uflowe Distribution Cell Media Layout 9.00 Cell Width (ft) 1.50 sidewall to Lateral (ft) Distribution Cell Cross-section Arrangements 11»;� s, �» �»� i�»1\. G\ » A» ♦ i�»�\ .. � �� :tip»� .1rti111V� •1� A; 1�»1� ♦1'»11� yt �� �111��� •11�11V •� r� r»111V, r1y11111 A1.A1, r1y1 ♦1�-r`1�111 A� V .1�1»V ►1V►1'1,V rli�., r�11111 �;���� ���1� 1S»y�1 '� 1a � '►Za�j r�b��1 �,�t�l~r1�" r�,K»N r���11 Component r11i • - or 1 ft lengths r1111St r1»�1 11 or 1 or 1 ft lengths ..� .1v.. •»\ or 1 •»1�iti1� rllk►1• r11 1� • 1 • e ��� V . » 1 Y Enclosurehem 4" Perforated Distribution Pipe With Pressure Lateral Inside Tumup Bundles are covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout - Typical 9.00 Cell Width - A (ft) . n r-RII Length - B (ft) a .,...o Uu in 9 ft Wide End Manifold —► •. - - - - - - - - - - - - - - - - - - - - - - - 1 �- - - - - - - - - - - - - - - - - - - - - - - - I Project: CHAD J. & KRISTINE A DENUCCI Page 5 of 15 Mound Svstem Maintenance and Operation Specifications Service Provider's Name IPOWERS SEPTIC PUMPING Phone 715-246-5738 POWTS Regulator's Name IST. CROIX COUNTY Phone 715-386-4680 System Flow and Load Parameters Design Flow- Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL 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 Ins ect 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 EZt1ow products approved for use with the EZtlow 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, 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 Lateral Ends at Last Orifice Where Variable Length Cleanout Begins 1111151/11C11C11111/1S1S11S11111111151�111�11 - 1�11111�11�111�11111��11��1�111�11�11111111�� Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: CHAD J. & KRISTINE A. DENUCCI Page 6 of 12 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 [Flflow Mound Component Manual 8/20/07, Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) 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 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, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 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 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. Pump 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 filter 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 may be 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 not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 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. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be 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 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: CHAD J. & KRISTINE A. DENUCCI Page 7 of 12 Wastewater METERS FEET 10 9 30 8 25 Qn_ 2 U 6 20 Q Z 5 15 Q 4 O ~ 3 10 2 5 1 i —►-4— 5 GPM r 2.5 FT EP05 EP04 0 00 10 20 30 40 50 GPM i i i i i i i 0 2 4 6 8 10 12 m3/h CAPACITY MODEL INFORMATION Order Minimum Float Cord Discharge Minimum Minimum Minimum Maximum Shipping Number HP Volts Amps Circuit Phase Switch Length Connection On Level Off Level Basin Solids Weight Breaker Style Diameter Size Ibs.kg EP0411 No ISgitch 10' Manual Manual 20 / 9.1 EP0411 A Piggyback / 10' 12" 6" 21 / 9.5 .4 115 12 20 Wide -Angle EP0411 F No ISgitch 20' Manual Manual 20 / 9.1 EP0411 AC Piggyback / 20' 12" 6" 21 / 9.5 1 Wide -Angle 1'h" 15" 3/4" EP0412 230 6 10 No ISgitch 10' Manual Manual 20 / 9.1 EP0412F No IS g h 20' Manual Manual 20 / 9.1 EP0511 F 115 13 20 No ISgitch 20' Manual Manual 22 / 10 EP0511 AC Piggyback / 20' 12" 6" 23 / 10.4 .5 Wide -Angle EP0512F 230 6.5 10 No ISgitch 20' Manual Manual 22 / 10 PAGE 3 LOS GOULDS PUMPS Submersible Effluent Pump PE AMt"TtMS Specially designed for the following uses: • Mound Systems • ElfluentfDosing Systems • Low Pressure Pipe Systems • Basement Draining • Heavy Duty Sump/ Dewatering METERS r_�1,• t 1. _ I.I..�, Pump — General: • Discharge: I'A' NPT • Temperature:104•F WQ maximum, continuous when fully su • Solids handling: 'A' maximum sphere. • Automatic models Include a float switch. • Manual models available. • Pumping range: see performance chart or curve. PE31 Pump: • Ma)dmum capacity: S3 GPM • Maximum head. 25' TDH PE41 Pump: • Maximum Capacity. 61 GPM • Maximum head: 29' TDH PE51 Pump; 7A r_nAA MOTOR • sib phase • 60 Heat • 115 and 230 voks • Bunt -in thermal overload pro- tecwn with automatic reset. • Class B insulation. • 0114illed design. • High streno carbon steel shah. PE31 Motor: • 33 HP, 3000 RPM • 115 volts • Shaded pole design PE41 Motor. • .40 HP, 3400 RPM • 115 and 230 volts • PSC design PES1 Motor. • r%n up %" RPM lFFA>UM ■ Corrosion resistant construction. ■ Cast iron body. ■ Thermmpiasdc impeller and cover. ■ upper sleeve and lower heavy duty ball bearing construction. ■ Motor is pem"nendy lubricated for Wended service life. >• Powered for continuous operation. ■ AN ratings are within the waddng limits of the moor. ■ Quldc disconnect power cord, 20' standard length, hs3vy duty 16/3 SHW with 115 or 230 volt grounding pig• ■ Complete unit is he duty, portable and tornp tbo 1 ■ Mechanical seal is rn ceramic, BLINAMWess steel. nG) AGENCY PJSTIi " fisted to uE m and CM 2n 108 Randarris Ganadan g, d, I AsrodAbon File Plot Plan PROPERTY OWNER: - -77-3qz Levi Description: r--r-,bVr. UV4. C-2--U-13 / OFEAAER-t-710-0 KDtY- Ct [kkIT4 W I 1\3 Dtc- 101H-4D- L)�J'76q 5T. voe Site location: Page =/) of 40 FT. (except where noted) backhoe pit 4" CAST -A -SEAL 12' _ 2„ fl 1 a It II Itll V II �fl c IL d k i I! T 71 FILTER OR II Ii I j BAFFLE TOP VIEW WLP1000/650—MR TANK SPECIFICATIONS DIMENSIONS: WALL: 3" 4" CAST -A -SEAL BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 54 1 /2" LENGTH: 12'-2" WIDTH: 7'-0" BELOW INLET: 43" LIQUID LEVEL: 38" WEIGHT: 14,940 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 26.32 GAL/IN (SEPTIC) 17.00 GAL/IN (PUMP) LOADING DESIGN: 8'-0" UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIC/PUMP, OR SEPTIC/SIPHON 4" VENT OUTLET U n. PUMP PAD TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE REVIEWED BY REVIEW DATE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: a a E 0 N � m n w � s a a 0 o o W 0 F� a W CC U CD L4- Oz00 Ca o i auj � CV M o I O moo W_ N ��o F 3 SHEET NO. / DF kVWIS Governor Tony Evers Dawn Cram, Secretary May 31, 2022 Dept, of Safety and Professional Services Bureau of Technical Services Division of Industry Services Brad Johnson - Section Chief 4822 Madison Yards Way Madison WI 53705 Department of Safety and Professional Services Division of Industry Services Plumbing Product Review 4822 Madison Yards Way P.O. Box 7162 Madison, Wisconsin 53707-7162 Phone 608-266-2112 web http._jrds�s,wLgov Small dsps@wisconsin.gov TTY; Contact Through Relay Re: Description: POWTS Component Manual Manufacturer: Dept. of Safety and Professional Services Product Name: Pressure Distribution Component Manual for POWTS (Version 2.1); (May 2022-2027) Model Number(s): v. 2.1 eSLA PTO No.: PP-091800089-PTOVPCR The specifications and/or plans for this plumbing product have been reviewed and determined to comply with chapters SPS 382 through 384, Wisconsin Administrative Code, and Chapters 145 and 160, Wisconsin Statutes. The Department hereby issues an approval based on the Wisconsin Statutes and the Wisconsin Administrative Code. This approval is valid until the end of May 2027. This approval is contingent upon compliance with the following stipulation(s): 1. A copy of this approval letter shall be submitted with all plans using the Pressure Distribution Component Manual for POWTS (Version 2.1); (May 2022-2027) Plans submitted without a copy of this approval letter may be denied. 2. This approval recognizes that POWTS systems designed, installed and maintained in accordance with this manual will provide treatment and dispersal of domestic wastewater that is acceptable in the context of ch. 383 Wis. Adm. Code. 3. Systems installed in accordance with this POWTS Component Manual shall use wastewater tanks approved by the department. If a given tank is approved and meets the published specifications contained in the manual, then redundant approval of the tank is not required. The installation shall not compromise the structural integrity of the tank. 4. Systems installed in accordance with this POWTS Component Manual shall be installed, maintained and used in strict accordance with the manufacturePs published instructions, Chapters 381-387 Wis. Adm. Code and this product approval. If there is a conflict between the manufacturer's instructions and the Wis. Adm. Code or this Plumbing Product Approval, then the Wis. Adm. Code and this Plumbing Product Approval shall take precedence. S. Complete operation and maintenance instructions POWTS systems designed in accordance with this manual shall be provided to each system owner and remain onsite. 6. Systems designed in accordance with this manual shall be installed by persons holding the proper license or registration in accordance with Wis. Stats. § 145. 7. Drain, waste and vent piping used to install these systems shall conform to s. SPS 384.30 (1), (2) and (3) Wis_ Adm. Code. Dept. of Safety and Professional Services May 31, 2022 Page 2 of 2 eSIA PTO No.: PP-091800089-PTOVPCR 8. Cleanouts shall be installed in drain piping associated with the installation of these systems In accordance with s. SPS 382.35 Wis. Adm. Code. 9. Commercial food processing, food production, food service, restaurants, taverns and similar establishments which may generate greases, fats, oils or similar substances; shall have state -approved grease interceptors installed upstream of POWTS systems designed in accordance with this manual in accordance with s. SPS 382.34 Wis. Adm. Code. 10. DSPS POWTS plan approval shall be obtained from the department's Private Sewage Section, or the appropriate agent county, for. a. each installation of POWTS systems designed in accordance with this manual; and b. high -strength and/or commercial POWTS systems designed in accordance with this manual. 11. A sanitary permit shall be obtained, in accordance with s. SPS 393.21 Wis. Adm. Code, from the county, or other local authority having jurisdiction, for each proposed installation of systems designed in accordance with this manual. 12. A complete and acceptable soil evaluation report, conforming to s. SPS 385.40 Wis. Adm. Code, shall be performed for all proposed systems designed in accordance with this manual. Technical notations: a. This approval supersedes the approval issued September 11, 2018 under product file no. 20180223. he department is in no way endorsing this product or any advertising and is not responsible for any situation which may result from its use. Sincerely, Brad Johnson — Section Chief Department of Safety and Professional Services Bureau of Technical Services Division of industry Services Phone: 920 492-5605 Email: Bradleyjohnson@Wisconsin.gov ST. CRoix C-- UNTY SANITARY SYSTEM File #: L'i ISCOrrsrrr Office Use Only OWNERSHIP/ADDRESS FORM Created212021 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 Chad and Kristine A Denucci Mailing Address City/State/Zip Phone Number 1759 215th street New Richmond wi Email Address (requi Parcel Identification Number 010-1014-40-000 (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Property Location '/4 , 1/4 , Sec. 06 T 30 N R 16 W,.Town of Emerald Subdivision Plat: , Lot # Certified Survey Map #S� Volume 2 Page # �23 Warranty Deed # (before 2006)Volume I?- Q Page # Number of bedrooms 3 Spec house ❑ yes O no Lot lines identifiable ❑ yes O no / OFFICE USE ONLY G/ / New Property Address 1 76 7 � 1 l A �7 �eW 'S' -' 1� lif 3/ 1 7 (Verification of new address required from Community Development Department for new construction.) /ft q / 202-.? (Staff Initials) (Date) This form must be submitted with all 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 715-245-4250 Fax cdd@sccwi.gov 1101 Carmichael Road, Hudson, WI 54016 www.sccwi.gov ST. CRo ya��� NTY. SANITARY SYSTEM File #: '�;1�.�,���+,r�� Office Use Only OWNERSHIP/ADDRESS FORM Created212021 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 �1NN�R/�t�YER tNrFt3RMAT10N Chad and Kristine A Denucci Mailing Address City/State/Zip 1759 215th street New Richmond wi Phone Number (required) Email Address Parcel Identification Number 010-1014-40-000 (found on the property tax bill) .NEW SYSTEM::LEGAL DESCRIPTION Property Location 1/4 , '/4 , Sec. 06 T 30 N R 16 W, .Town of Emerald Subdivision Plat: , Lot # Certified Survey Map # fo�S` E , Volume 3 2 Page # 2 Warranty Deed # 665_Z30 (before 2006)Volume 1490 Page # 1 Number of bedrooms 3 Spec house 13 yes ■ no Lot lines identifiable 13 yes ■ no New Property Address (Staff Initials) (Verification of new address required from Community Development Department for new construction.) (Date) This form must be submitted with all 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 715-245-4250 Fax cddPsccwi.gov 1101 Carmichael Road, Hudson, WI 54016 www.sccwi.gov DOCUMENT No. STATE BAR OF WISCONSIN FORM 3-1e82 THIS SFACE RESERVED FOR RECORDING DATA QUIT CLAIM DEED ;, ; 7 90PP-,, 179 The First National Bank of New Richmond quit -claims to __Chad•-J_,__Denucci__and-_Kristine__A-_Denucci-------------- husband__and_-wife-_as _ survivorship_ -marital property _ -----------------------------------------------------------•--------------------------------------------- -------•-----------••---- -----•----------------------------•- •----------- -----------------•----------- ---•--------------------------•-------------------------------------------------------------- ---------------- the following described real estate in ________--------------------- County, State of Wisconsin: Government Lots "4i1 and 115t1 in Section 6-30-16. RETURN TO First National Bank of New Ric PO Box 89 ------- --- - - New Richmond; Sri - �f+b 1'% Tax Parcel No:OlO-1O1-0_&__�O This Quit Claim Deed is given to release an Assignment of Land Contract. The original Land Contract was recorded in the office of the register of deeds for St. Croix County on June 5, 2000, in Volume 11151611, page 193, as Document No. 624198. This ------- is homestead property. (is) (is not) Dated this ---------- 13th------------------------------- day of __.---- ecember----------- -----------------------• Xk.20Q1 ........(SEAL) . ......................... (SEAL) Ken Z u , Vice President -------------- - -----------•--------------------- ------------ . ----•-•------. .--------- ..... --------------(SEAL) ��?....C. (SEAL) .3a1 'e C. Dodge, Vice resident -----------------------------------------•-------------------- ............................. AUTHENTICATION ACHNOWLEDODAENT Signature(s) STATE OF WISCONSIN ss. -•--------------•-----------••---------------------------•------------------ St. Croix County. ------- ------- authenticated this ________day of___________________________ Ifl------ Personally came before me this ____3th...... day of December ]f 200 �1the above named •------------------•----- ----------------•------------------•--------•------- Ken �aruba and Julie C _Dodge as --- -------------------------------- officers of the First National_Bankof_ •-- •----••------- TITLE: MEMBER STATE BAR OF WiSCONSIN _ New --Richmond --------------------- ----- ------ (If not- --------- ---- --•--------------------- — ------ .., ----------------------- ---------------- ---------------•----------------- authorized by § 706.06. Wis. Stats.) J,'t L, to me known to be the person .---------- who executed the foregoI instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED By 4X ' ---1'--------------------------- -- Tna-_Swenson-----------------------------------.,•;_►- ►-- Bettina_ Swenson �` M ___ ________________ first NationalBank__of_-New R1C)�� y " .- Notary Public -- St rmnnent f n state County, Wis. ---- e t Croix _ (Signatures may he nuthenticnted or acknowl�l• - b4y CommisRinn is pe . (I not, expiration ure not necessary.) A' date ....2--QZI797 0- --- — ----311Z---------) •N&_ of persons ■ieninW in ■ny c&pscity should be typed or printed below their signatures. H (: MitlarCm+narry11Y11 ST1TF• HAIL l]F WIS(-nNSIN Cfnrk Nln 1ann.q I',�1.., w .. ♦ I it MATERIAL SYMBOLS: EARTHICOMPACT—'-1 BRASS FILL _ _ - POROUS FILL GRAVEL �;. LARGE SCALE '" BLOCKING - I CONCRETE. STUCCO FINISH WOOD - FACE BRICK x V. BATTILOOSE •. 1 FILL INSUL. - CONCRETE BLOCK _ CERAMIC TILE SANDNORTARI '" " Mon STUD- _ -_ PLASTERICUT STONE T ---.L SMALL SCALE 3D VIEW: mm DENUCCI RESIDENCE ISSUED FOR PERMIT VERIFY ALL DIMENSIONS, GRADES, ELEVATIO NOTES AND CONFORMITY TO LOCAL CODES,VE THESE PLANS FOR ANY POSSIBLE CHANGES CORRECTIONS PRIOR TO CONSTRUCTION. VER STRUCTURAL CONFORMITY OF SIZES PRIOR CONSTRUCTION, TAG SYMBOLS: GENERAL NOTES _ 1. CONTRACTOR TO VERIFY ALL EXISTING STEEL ALUMINUM CONDITIONS. _ Z CONTRACTOR TO VERIFY ALL FINISHES. —, ROUGH FRAMING FOAM INSULATION INTERIOR AND MATERIALS. CABINETRY, AND EQUIPMENT �7 A-2f11 Al %mi` DOOR TAG KEYNOTES O EXTERIOR VMTH OWNER ELEVATIONS �-- -- -- --' _ - - -- -- -- - - - 3. NOTIFY DESIGNER OF ANY DISCREPANCIES �- PLYWOOD, LVL OSB, PARTICLE BD SIM - PRIOR TO CONSTRUCTION. 1 BUILDINGANDWALL WINDOW TAG !1'. REVISION TAG L. ALL WORK TO CONFORM TO STATE AND r - SCALE PLYWOOD -SMALL SECTIONS 1 _ (GLASS - -;� _ LOCAL CODES. SCALE Room RIGID INSULATION T--f� GLASS BLOCK nSM ROOM TAG A' WALL TAG rot GYPSUMWAILBOARD "irk WOODSTUD -- - -- --- LARGE SCALE -LL_" - LARGE SCALE PROJECT LOCATION: 1759 215TH ST. NEW RICHMOND, WI 54017 DRAWING INDEX: I ALTHOUGH EVERY EFFORT HAS BEEN MADE IN DESIGNING AND DRAFTING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE GENERAL CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL DIMENSIONS, GRADES. ELEVATIONS, NOTES AND CONFORMITY TO LOCAL CODES. VERIFY THESE PLANS FOR ANY POSSIBLE CHANGES OR CORRECTIONS PRIOR TO CONSTRUCTION. GENERAL CONTRACTOR ALSO RESPONSIBLE TO VERIFY STRUCTURAL CONFORMITY OF SIZES PRIOR TO CONSTRUCTION. SHEET # SHEET NAME 01-GENERAL T TITLE 02 - ARCHITECTURE A1.1 FOUNDATION PLAN A1.2 LOWER LEVEL PLAN Al MAIN FLOOR PLAN Al 2ND FLOOR PLAN At ROOF PLAN A1.6 BRACED WALL PLANS A1.7 BRACED WALL PLANS A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS A3.1 BUILDING SECTION A3.2 BUILDING SECTION A4.1 SCHEDULES & DETAILS Is. RIFY OR IFV TO S 333 W WooAwoM 8I. E6roM, WI SA011 ]152206089 Infix®trrrkkdFWpir W do.com Revision Record Na . Oxeepdan Dsetr 1 IxwE br Pwnit U782023 W Z W v' U O Z N O N~i U W Q _ NyK N } �W Project Square Footage LOWER'. 85& SF RUIN' B34 SF 2ND: 920 SF TOTAL FINISHED: 2,508 SF GARAGE. 1.175SF TITLE Dw. 4/1912023 Drum By TKK T b A M till I All Ji to h At i ALTHOUGH EVERY EFFORT HAS BEEN MADE IN DESIGNING AND DRAFTING �I THESE PUNS AND CHECKING THEM FOR ACCURACY, THE GENERAL CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL DIMENSIONS. GRADES, ELEVATIONS, NOTES AND CONFORMITY TO LOCAL CODES. VERIFY THESE PLANS FOR ANY POSSIBLE CHANGES OR CORRECTIONS PRIOR TO CONSTRUCTION. GENERAL CONTRACTOR ALSO RESPONSIBLE TO VERIFY STRUCTURAL CONFORMITY OF SIZES PRIOR TO CONSTRUCTION. - - 28'-V 20'- O' 4B' - O' 1 LOWER LEVEL PLAN ISSUED FOR PERMIT VERIFY ALL DIMENSIONS. GRADES, ELEVATIONS. NOTES AND CONFORMITY TO LOCAL CODES. VERIFY THESE PLANS FOR ANV POSSIBLE CHANGES OR CORRECTIONS PRIOR TO CONSTRUCTION. VERIFY STRUCTURAL CONFORMITY OF SIZES PRIOR TO CONSTRUCTION. 1 LOWER LEVEL PLAN ISSUED FOR PERMIT VERIFY ALL DIMENSIONS. GRADES, ELEVATIONS. NOTES AND CONFORMITY TO LOCAL CODES. VERIFY THESE PLANS FOR ANV POSSIBLE CHANGES OR CORRECTIONS PRIOR TO CONSTRUCTION. VERIFY STRUCTURAL CONFORMITY OF SIZES PRIOR TO CONSTRUCTION. 333 W Woodnorlh St, EII—ft, WI 54011 715-2204M "-6V.tbd."—bJd0— Revision Record N. D—dP0- D.te 1 N.wd br P.mYI 1 VI92023 Z W W A U1] 0 Z=_ ra N2 v~i U W Q �3 'w z Project Square Footage LOWER. S55 SF MAIN: 834 SF 2ND. 920 SF TOTAL FINISHED: 2.509 SF GARAGE: 1, 175 SF LOWER LEVEL PLAN D.t. 4/1912023 D.— By TKK A1.2 ISSUED FOR PERMIT VERIFY ALL DIMENSIONS, GRADES, ELEVATIONS. i NOTES AND CONFORMITY TO LOCAL CODES. VERIFY -�= THESE PLANS FOR ANY POSSIBLE CHANGES OR CORRECTIONS PRIOR TO CONSTRUCTION. VERIFY 29' O' p,-D• STRUCTURAL CONFORMITY OF SIZES PRIOR TO V CONSTRUCTION. 9-e• 13'-C• 3"- ON- y b 9-0• 2-9 r-r 9-9 H B-8' 9-9 T.D. _-Is — 3•-�•-0- ro ENTRY �CLGLMNG � ao Yk b 14£XI0-V ON---"F h N 8'-0• CLG --- — iI. — b N i ia• ENG. TRUSSES 19.70.0 (VERIFY UP b J DINETTE 4 >•+ —STRUCTURAL POST _ 9'4r CLG GARAGE - -- L. AIS-6"CLO b b- r b { - DECK I b _' 1p A3.1 ; ro KITCHEN L - ------ - e'-T CLG �. b h _ 'ENG. TRUSSES u b 11'-0• CLG 1 �►. __ STRVCTURAL POST [IN 19.Y O.C. (VERIFY ae 3-0•2• N i • SO• w C.O. — o I 7EN DN REAR-- - - - `� 3'd•46,41• CLO 1� `LAUNDRY � I b b N S 1F9. V b .--2'6Fe'd 42' 60'vB9 C.O.hl a • h n i a'4r CLG Ca 050 - CSJo34 —v -- ' 17-Ir 2'-e• S-4• 9-31 5'-71• 29-R 20'-0" ------.48-a 10'-0' ALTHOUGH EVERY EFFORT HAS BEEN MADE IN DESIGNING AND DRAFTING THESE PUNS AND CHECKING THEM FOR ACCURACY, THE GENERAL CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL DIMENSIONS, 1 MAIN LEVEL PLAN GRADES ELEVATIONS, NOTES AND CONFORMITY TO LOCAL CODES. VERIFY ---- - - -- _ ----------------- -- ---�— _— -- -------------- --- - --- THESE PLANS FOR ANY POSSIBLE CHANGES OR CORRECTIONS PRIOR TO Al 7 1/4/4" = 1'-0" CONSTRUCTION. GENERAL CONTRACTOR ALSO RESPONSIBLE TO VERIFY STRUCTURAL CONFORMITY OF SIZES PRIOR TO CONSTRUCTION. I♦ II' 333 W WPotivgHh SI, EhxoM, WI 54011 715220.OW e.wpa.tm..q�.wao.wm Revision Record N. D.acdpucn D.4 I hard Tu r P. 4119I2023 Z W I.L n U 0 d Zu~i Z U W Q N K m Z Project Square Footage LOWER_ M SF MAIN034 SF 2ND. 920 SF TOTAL FINISHED. 2.508 SF GARAGE. 1.175 SF MAIN FLOOR PLAN D.m: 4/19/2023 Down BY TKK A1.3 ISSUED FOR PERMIT VERIFY ALL DIMENSIONS, GRADES. ELEVATIONS, �1 NOTES AND CONFORMT' TO LOCAL CODES. VERIFY Al2 THESE PLANS FOR ANY P0S58)LE CHANGES OR CORRECTIONS PRIOR TO CONSTRUCTION. VERIFY STRUCTURAL CONFORMITY OF SIZES PRIOR TO CONSTRUCTION. 20'-0' 201-01 10'-0' 9-0' 5'-r 1'-T 3'-r Ir CS-0CS2 0/0 .i010 C6-0IXi/ 7 b-. _ - - - ----- -/BATH M2 b �I CS-3T-0-x9'd b a•-0-CLG r I b OWNER'S BEDROOM b A - B'-0-CLG - 90- bl W.I.C. m rd7d e'a as b�'r -0 ff-0' __------ g / BEDROOM#2 ^' 4W CLO I b ,8 GARAGE g BELOW b, i` � II sr to HALL DBLa''as'-0• ---y� b B'-0'CLO h I 17 BATH M3 - - _ I'-0-CLG b 3 ` LINEN x H BEDROOM A3 b J� b 1Gdx LG �4 Y u 39" r^ 10'-D' CS-0O50 I 10'-r CSJ010 '� S T 5-0010 7.2 7-r 8'-3' .7-r _ter—�-- 20 0' 20' - Ir ALTHOUGH EVERY EFFORT HAS BEEN MADE IN DESIGNING AND DRAFTING THESE PLANS AND CHECKING THEM FOR ACCURACY. THE GENERAL CONTRACTOR ASSUMES FULIRESPONSIBIUTYFOR ALL DIMENSIONS, = -- GRADES. ELEVATIONS, NOTES ANO CONFORMITY TO LOCAL CODER. VERIFY , A1.1 1I4" = 1'-10" THESE PUNS FOR ANY POSSIBLE CHANGES OR CORRECTIONS PRIOR TO -- - CONSTRUCTION, CONTRACTOR ALSO RESPONSIBLE VERIFY URAGENERAL STRUCTURAL CONFORMITY OF 512E5 PRIOR TO CONSTRUCTION. TRU CONSTRUCTION. I♦ 333 W th, WI SQ I E 715-Z, WI51011 715-220.9089 b.wQt.kkd..gn.Wdo.wm Revision Record N0. D—dpd B I D.b 1 I..wa br P.mit u18/1fi23 W W Q W U0 Z W Q 0 2 U Lim � ¢3 N W Z Project Square Footage LOWER. 655 SF MAIN: 834 SF 2ND: 920 SF TOTAL FINISHED: 2,509 SF GARAGE: 1.175 SF 2ND FLOOR PLAN D.N: 4/19/2023 Dr. —By: TKK AlA A3.2 12' 4- 1 = EH RARING - 1 ._FRONT ELEVATION ALTHOUGH EVERY EFFORT HAS BEEN MADE IN DESIGNING AND DRAFTING THESE PUNS AND CHECKING THEM FOR ACCURACY, THE GENERAL CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL DIMENSIONS. GRADES, ELEVATIONS, NOTES AND CONFORMITY TO LOCAL CODES. VERIFY THESE PUNS FOR ANY POSSIBLE CHANGES OR CORRECTIONS PRIOR TO CONSTRUCTION. GENERAL CONTRACTOR ALSO RESPONSIBLE TO VERIFY STRUCTURAL CONFORMITY OF SIZES PRIOR TO CONSTRUCTION. a - 4' TRIM - TYP, C8.3050 —4-FRIEZE BO 10' FASCIA BD 4" CORNER BOB - ___-TYP, 12- 2 _RIGHT ELEVATION ISSUED FOR PERMIT VERIFY ALL DIMENSIONS, GRADES, ELEVATIONS. NOTES AND CONFORMITY TO LOCAL CODES. VERIFY THESE PLANS FOR ANY POSSIBLE CHANGES OR CORRECTIONS PRIOR TO CONSTRUCTION. VERIFY STRUCTURAL CONFORMITY OF SIZES PRIOR TO CONSTRUCTION. I♦ 333 W W—d—. SL EN—Mh, WI 54011 715-22D4M O _6r kkd-OuW6o.wm Revision Record Na Dnedglnn _- � D.te 1 It•u.E br P.rrM '4n9R073 W Z W vJ NWN _ U U Z WN� Q o � o Z u~i U �3 �i Project Square Footage LOWER: :55 SF MAIN: 34 SF 2ND: 920 SF TOTAL FINISHED: 2.509 SF GARAGE'. 1175 SF EXTERIOR ELEVATIONS D.a: 4/19/2023 Dr. —By: TKK A2.1 MAY 31 2022 ST ZoZZ ' � Nisconwr, Deparr-+em J.^sic^ *f Comme.:f OIL EVALLATION REPTT i�St. Croix County Co2 a`sareva')d 5ild"l% mmunity De amA Com, BE. tvis. Adm. Code ge _ L CI AC,act% compiete site pian o- paper na. less than E ': x ". inches ir. sac. Pian must t i tjde,cent lope : caieed t iensveti a: and -t, a,7o*.zont& re`e locate moan !BF✓', direction and I Pa^ce � �%n / rcent sic , scale o dime.^.siors, no.-r~ arra.n, an: location and distance tc nea-est road. L' Opp Flease print all informsVor. ~Revie] c�� / Date Pomona; s>ttofmatar yo+, provide rra. In usrar fa seran3arl purposes iFnvacy Law. t. ?S.Oa .'?) {m1`. I �lcl� fzL� 7 /� Z i Prope-ry '}w-w i Propem, L ocatlo- f !� ( I (. Lcl-CSC Govt. Lot `.l4 4 S 6 T 69 N R IXE lo- , Pr,►pe' Owners Fhailin Address Lot # Blab # Sub4. Name o CSM# J ON State up Code Pnone Number Ci C4 awn Nearest Road ` tveN Sartstr;ction ise F esiderift ; Numt,e; o` bedrooms Code derf,,ed design ffo� rate I1y 3?.� [t Repia+';ement Pub6v or a nr a cal Describe - Parent, rnatera? 9�X Jd� ��''t e0kj i=iood Piain elevation it apphcabie �� h` zoptt X `r Goa: comments and recommendatians: System Type System Elevation l �9 # coring �'+ C L Flit Ground surface etev. . L f. I-Wih to limiting `actor �— ir,. Soil Application Rate Horizon Depth in. Dominant Golan Munsel Redox Description CIU. z C Sont Cdor Textre Structure I Gr. Sz Sh. l Consistence' Bo indary Roots i GPO/!t` 'Eff#1 'Efi#2 7, Z; 3IL3 i l F Bmv # a Boring A � /0 �' l'� ❑ Pit Ground surface elev.� f. Depth to limiting factor - I/ ? in. Sal Anairation Rate � Horizon Depth in. Dominant Color Munseli Redox Description Ou. Sz. Coat. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDHF 'Eff#1 'Eff#2 Efiuent #1 = BOO. > 30 < 220 mgfL and TSS >30 1150 ' EfRuent #2 = BOD, < 30 mg/L and TS5 < 30 MIL CST Name (Please Print) Sig CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Teiephone Number 1432 120th St, New Richmond, WI 54017 S.-o 1 '�,� 715-246-4516 A /- 8 " Property Owner _ Parcel ID # Page -� Boring # tom- Boring IF Pit Ground surface elev. ft. Depth to limiting factor in. of Snil Annliratinn P.t-.71 Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDKf 'Eff#1 'Eff#2 -� AIL --" ('j oG" - Z - -' — �i c �F jr,, 4 Ni,4 < < FTBoring # ❑ Boring 4 -/— 7 � Pit Ground surface elev. ft. Depth to limiting factor _ _L in. Snit Annlirafinn Pntc Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDKf 'Eff#1 'Eff#2 h n � 17❑ ❑ Boring Bonng # Ground surface elev. ft. Depth to limiting factor in. Pit Soil Anoliration Rate Horizon 'lepth in. Dominant Color Munsell Redox Description. Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDM 'Eff#1 'Eff#2 ' Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg& ' Effluent #2 = BOD, < 30 rng/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 T"TY 608-264-8777. SBD-9330 (R.&=) Soil Test Plot Plan Project 'Name Chad Denucci Shaa Address 1759 215th st. New Richmond Wi 54u i i ATM #226900 Lot Subdivision Date 5/20/22 1/4 1/4S 6 T 30 N/R16 W Township Emerald ❑ Boring Q Well PL Property Line County ST. CROIX BM or VKP Assume Elevation 100 ft. Top of 1" pipe System Elevation TBD *HRpSame as Benchmark Iird Q 9 � �` CD iL �rv� R� JUN •p 6 20Z2 St, Croix County peVelopment \r \i _ , — ` I `\ \ NR''C•grner j r 1 � i � � �t r _ i `\ Section`C T30N, RI I \ •\ \� f \ \ \ 1 _ (PIf Nail) 1\ `fI 1 \ a Uvlx nplatted�Land 1 m Z ; Z ' `\ \\ \ `\ +•. 1 t I \ \ / !�� t 0 c M to N\89*0646" E 330100' � ,you o \ 3$�0'I i 297;00' �, `1 i h y c " 1 , c YEN 3 \ 1 \tom 1 \ - ` dl C14 In o \ I Lot 1cS + of /r t \ — A Cb I t \ Proposed 1\ f I\ f o I I \\ \\ �, \\ \�f •st ? O I 1 I Driveway,\\I I/ NI 1 \\ 1 h• e! I Z 1 1 / 1 Location I \ \ 4dth on A I I I f 1 ! 1 33 1 1, I tl t\ f viI j \ z t 33.ob• \ 297.6Q' X. I ! I t I + \ S $9°66'16' M 330.00' / / �, y I 1 r Pont of r 11 \ 1 \ t Un lattett Lan ' + �eginrtirg 1 _ -- 1 lEzist/n9 I I 1 \ \ \ \ \ 1 \ f0 \ \ \ \\ l t 1\ t \\ +, 1 \ + W I/4 C�rper+ t\ \t \,Section6tl I&N,R16� • \+\\1 i `t I\ \ ~�_ ^` �`._ �jQRIC-I'r.;� CERTIFIED SURVEY MAP Located in Government Lot 4 of Section 6, T30N, R16W, Town of Emerald, St. Croix County, Wisconsin. NW Comer Section 6 T30N, R16W , Owners & Subdividers (PK Nail) Chad & Kristine Denucci 1759 215th Street New Richmond, WI 54017 o Scale In Feet I co �I r 0 40 80 160 Unplatted Land co or.- 13 co µ O Variable v co Width ul o p I 33` 2 Z N 89'06'16" E 330.00' 33.00' 297.00' d 33' I of0 �IM 3Iv v M I 0 Proposed z Vim— Driveway i Location IS Lot 1 2.500 Acres 108,900 S.F. Including Road Right -Of -Way 2.250 Acres 98,010 S.F. Excluding Road Right -Of -Way Fo� LFCC v N 0 6 2022 St. Croix County Community Development C',Sm-C9o3a _ 039 M A oa_mu"ri u Z 2F Z C ar •- •- d e u E �• d 3 A N H yd N m i O n I � m chi �I t 33.00' � 297.00' �! ? S 89°06'16" I W 330.00' Z) j Point of 1 � I 3 Beginning Unplatted Land Daniel P. Kugel S-2684 Legend Professional Land Surveyor L— Existing County Section Corner Ogden Engineering Company 1234 South Wasson Lane Driveway USH63R/W� monument, found (1" River Falls, WI 54022 diameter steel "Survey Job No. 22-3657 Mark" nail, unless Date., June 3 2022 otherwise noted). c i I 1 1/4" (o.d.) x 18" Iron ���`���ao\5'G 0 At S��U���1* m; k O Pipe weighing 1.68lbs./ �/ '� tD I linear foot, set v I Previously DANIEL P. - KUGEL Width � (200.OD'J recorded dimension. S-2684 variable I ® Soil boring. RIVER FALLS, WI 1/4 Corner rnumai n nnR���a"`���• uW Section 6 T30N, R16W This instrument drafted by Daniel P. Kugel Page 1 of 3 Yfstsm�r�sro`Cr_� SGiL EVAL Ut,TIGN REPORT rage e'_ D-'-Sior o' Conn- KCox I . Gxrtra kt,a-' _--,M:`Yete Silt t Fx ! P-. P&r75; nO'• leS£ than � 4 3 ` i 1 EE 1': 3.6. 1�i ^ 55: 1 no: hr' itec kc, and ho. izonter6 e'en-- gou'7` "St S . direction, aw Pam � pe•: xnt SiSr E, S ciE O disnerssJnS: nGfi, ar, aas; an, i� abo am dfstance I-- nea,esi rca (/�r is— Rcetiewe ,ry i7a E Reese print at! infiam &Vor. Frto•w: �rto-itsti+or ••xC'o�M r;,g� be uvn; fa secor:�eJ't ?�rA�` iP�ic•a: jLxK :.. `..� ;' i tir:1'.. } '. LcK 1 1r3pa„ "v Ow"w-`S i�,ciiina F,Q0"E Csk'::Y. #+ St,�7G h.`�'ttE Cr e hl t^t ❑ C'K' Ci- Nag -awn tdearesg Road tigg• � J. F,.�w6; ttr2:' i �d:A.^.l.`,fl' O' `�+ES J�'?'t£ Rega�nisni Pa k9 mate *. _1 Gs�': c wrp- is s'+G rb�n.�'tdstia-ts: J Ooze deri-me desr?r f1a:1La±>rv' Rioo3 Main eievabo: i` a li bie �E -�- - - - ft• �,'ster;?y;,a /`ri !� tn.� Li � 7�+�.• � �.'--1 � Syeter.. Elevation fsann� 0 2 !!Sa!ina c;t Groin surface elev. / i 11_ t_. C• to Irni actor i^ I i Dept, i in. Dxmna-l: caa k4unseii d ea.;z Desaipba:t 'i Cr'. Sz. Gant. coin t "e re E i Struzere i Gr. Sz Sit. Ca-sisterx� (!so rrfdary f Ra�� G�3/flz `EtiY 1 EfT 2 i F�qson'% n Pit Ground surface elev. ft. Depth lici Wnik% fad in. � a nhni�eV,., Rana Honzon I Depth in. Dxninant Coior Mu nseti Redox Descsiptior: Qu. SZ Cott Color Te)&ws Structure Car. Sz. Stu. Consistence Hauru Wy Roos GPOM Eft#1 'Etftt2 p - / 1 jl Z- --`-i7 r rt r' u , '} L �^------- j / (• - . � . t /%'� it -f 1 t I � I t t / i i I 1 r Eftiuerd 91 x BOD_ > X+ < A} M_qrL alit Tt: ?31J < 1bU i tmueru rrc = av�, _ — t. W, -- , _ ••• t CST Name (Please Print) Sig CST Number { Bird Plumbing. Inc. Shaun Bird 226900 Address i Date Evaluation Conducted Tefaphone Number i 1432 120±h St, New Richmond, 4hr[ 54417 -/,� ' 715-246-4516 1 - , Pmperty Owner _ Parcel ID B.6. # 0- Boring F, I - EN -1 ft- Page — o' Depth to knifing factor in. I cZni A—Ii—ti— a5=. i Horizon Depth in. Dominant Color Munsell Redox Description Ou. Sz. Cont. Color Texture E�iructl- Gr. Sz. Sh. Consistence EBoundary Roots G *Eff#1 *Eff#2 2 7' ............ ElBoring t t /11, Bonng # 0, pit Ground surface elev ZZ 17 ft. Depth to limiting facto, in. Soil ADc4"Von Rate 'I Horizon Depth in. Dominant Color Munsell Redox Description Qu. S7- Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDM 'Eff#1 'Eff*2 -Cont, 4-7, 4T- -7 /11 F Borin Boring ng 0 Ground surface elev. ft. Depth to limiting factor in. I El pit I Soil cation Rate I-lonron -Nepth in. Dominant Color Munsefl Redox Description. Ou. Sz. Cont. Color Texture Structure Gr. Sz- Sh. Consistence Boundary Roots GPDfff *Eff#1 -Eff#2_ * Effluent #1 = 800. > 30 < 220 rrKj& and TSS >30 < 150 mg/L ' Effluent #2 = BOD, 130 rrYA 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. 513D 8330(K.60) Soil Test Plot Plan Project Name Chad Denucci Sh, ird� Address 1759 215th st. New Richmond Wi 54017 eSTM #226900 Lot Subdivision _ 1 /4 1 /4S 6 T 30 N/R16 W 0 Boring 0 Well PI Property Line BM or VRP Assume Elevation 100 ft. Date 5/20/22 Township Emerald County ST. CROIX Top of 1" pipe System Elevation TBD *HRPSame as Benchmark '/ii' r i • r r r '/ •' / / r"" /" /`^-�"_ � !' err a•^ /' ♦ / / / J I \r 1 / r/ �,-', .ram/" _r^ ',r/,/ r/ t ! I , / rr ! 1�`., '\ ♦ i r/ • r� r �r rr^'r r ,/' /♦ rr f 1 / ! r' ,r ! • r' I r -USH 61---;% s'; : 'r ~---/'/' _ " \ e I , Un�latjddlLend ti+ ram` '• ��: ��.- _ rrr'(N00°53'45"VS!).' m y 1, - N 0043'44" W 2417,08'. S 6.? � � ems"-.� ...e' — �----7-•e°— ^w-r'= ..G+�� ; "8880• N 001,63'44 V295fh Stre k 330.00' '\ .0et West line 0 the NW 114 13WHO, w 330.0A^r'rr�` • `/.. lr/__..-...�= _ `Cp�1r�`' I rr �1� W... .... ...r `_.. r?.. ��rr.. ,• '' "/^� 'r♦/' // I' I' ! . . USH 63 R/W / ••„•,•' pS. ..r•-- .. �'^^ter � +„r` � rr r rl A,r'rnWYr �p M I`" V :*R• rr_l fl 'r„h I • ,• ,• r +.r_ I �--- •.._ ' a 1 .J j rh�\"`r.,- ^\/'•ter !!r . . /r i " � !J ......�.. ..�1�� __ ~ _r.. /'+.ter'•- ".,/'\... •• r/ _/'1_� r\ r__"r f ! ti`` ' ♦,.r-•�„ -r/\^,r\ . ~\.r _+" sir �.. ! r\" --,../ ' S 00'53'44" E 330.00' BoaMn •4tarenced to the Wept Cina of the NW 114- r. r p'(6ectfon 6, T3014, 1ti6W, r u ,--""Ussum*d to pear N 00'!53'44" W. r �! �qt • CERTIFIED URVEY MAP Located in Government Lot 4 of Section 6, T30N, R16W, Town of Emerald, St. Croix County, Wisconsin. NW Corner Owners & Subdividers Section 6 Chad & Kristine Denucci T30N, R16W I (PK Nail) 1759 215th Street New Richmond, WI 54017 1165557 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 04/07/2023 11:33 AM CERTIFIED SURVEY MAP VOLUME:32 PAGE: 7235 REC FEE: 30.00 PAGES: 2 I 616' i Scale In Feet I I Note 0 40 80 160 Lot 9 is zoned R-1, Residential District, which allows 1 principal dwelling per 10 acres. Please contact the Community Development Department for more information. Unplatted Land a I N 89*06116" E 330.00' cc I w � -1I I I Cn = 33.00' mI f F� I 33' I o R ` 63 RTj cm M 0 M I N oil® N o Proposed o I 1 ZO Z Fri— Driveway Location z ' Variable Width 4 '' Z o I 33' ® . I Ch z I I o 33.00' 297.00' Lot 1 2.500 Acres 108,900 S.F. Including Road Right -Of -Way 2.250 Acres 98,010 S.F. Excluding Road Right -Of -Way 297.00' S 89*06.16" W 330.00' Point of f Beginning Unplatted Land l 6'6' II Legend L _ Existing County Section Corner —L<—Oriveway monument, found (1" usH 63 R/WiI diameter steel "Survey I j Mark" nail, unless otherwise noted). o i I 1 1/4" (o.d.) x 18" Iron co O Pipe weighing 1.68 lbs./ CD I linear foot, set. Previously recorded l200.00j Width i dimension. variable 1® Soil boring. W 1/4 Comer Section 6 T30N, R16W O 0 0 M CO) lu CO) 1P O 0 CO) K Daniel P. Kugel S-2684 Professional Land Surveyor Ogden Engineering Company 1234 South Wasson Lane River Falls, WI 54022 Job No. 22-3657 Date: June 3, 2022 Revised: August 90 2022 s `f DANIEL P. KUGEL S-2684 RIVER FALLS, ��''�• S U RJ�, This instrument drafted by Daniel P. Kugel St. Croix County 1165557 Page 1 of 2 Page 1 of 2 3a-- �a3s 011 INWOV-P, ma S i CRC ix COUNTY 1 2 t �� [:1 r.-RAN ® T J 1 . �. ® v S--1 OWNER CRAiJ � V2_L�7,rM6 li)C-A) uc..c- I el PLUMBERP&u.t,_ V-1 kee LIC.# 7.25�410 SEC T 3o Nq R 19/" AND/OR , -BLOCK r... S PERMIT EXPIRES SBD-06499 (R11/20) No. �S71 z q 9 6)6 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 sanitary permit is based on regulations in force on the date of approval. (c) The sanitary 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 sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (f) The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. AUT14ORIZED ISSUING , , 1