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sin Department of Commerce County: PRIVATE SEWAGE SYSTEM St. Croix and Building Division INSPECTION REPORT Sanitary Permit No (ATTACH TO PERMIT) 597483 ENERAL INFORMATION State Plan ID No ,ersonal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 2989867 Permit Holder's Name: City Village Township Parcel Tax No. RYAN & KIANDRA FREEMAN TOWN OF SAINT JOSEPH 030-2161-12-000 ICST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 24.30.20.3195 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER , CAPACITY STATION BS 1d FS ELEV. T4 :2 /406 Septic f i~ Benchmark 7-6 Dosing J 3 Alt. BM i ~L 7•3 15. F ~ Bldg. Sewer ~ ~ ~ • i ' Holding St/Ht Inlet a TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Ve Air Intake ROAD Dt Inlet Septic 3G Dt Bottom A z- 7T. Dosing Header/Man. Aeration Dist. Pipe 3,t, 6a~.3 Holding Bot. System 3•coS /ao . PUMP/SIPHON INFORMATION Final Grade .2-0 /QZ . Manufacturer Demand St Cover ,r 7-3Z $'f0• ZS GPM Model Number 14. OW TDH Lift Friction os System `ead TDH 'fi`b 0,`.'; ' 9Z. 0• Z. Z /3• 5►'0•5/ Length Dia. t Dist. to Well Forcemain 12-2,5 1 Z 104 SOIL ABSORPTION SYSTEM BED/TRENCH Width Length jNo Tren s PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS S. -75 SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: CH AMBER OR INFORMATION Type stem: 1>2 1 O j I l~ / UNIT Model Number: DISTRIBUTION SYSTEM 7 7 /`J Header/Manifold N Distribution f Ix Hole Size Ix Hole Spaci g / V o Air I t e Pipe(s) / Length Dia ~ 5 Length Dia / Spacing Z V .2 1 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded Mulched Bed/Trench Center Bed Trench Edges Topsoil No Yes No Ip COMMENTS: (include code discrepencies, persons p nt tc.) Inspection #1: / f Ci- Inspection #2: Location: 272 143RD AVE/'~Q a 14 1 1.) Alt BM Description - ~ 2.) Bldg sewer length = 3~ -amount of cover = J 7 r g Q I Z~- 36 r revision Required? Yes )<No 10 d I `7 her side for additional information.___ Date Insepctor 0 (R.3/97) Signature Cert. 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Soft zip 7Z!Z IL Type of awwag (Cbs& an dual apply) Lot ~ T Su X R 3~M ❑ 1 or2 Family Dwelling-Number afBtdrooms Subdivision Name D PubBrJComm%eW - Dowibe Use Q r- S'7- I!`e D City of © State owed- Detmix U, CSM Number © viliar of 16Y7,JV OL?bwn of ~77 UL Tt"w of f'w1ft (am* odT ale bu as Me A. Con oft Un B if app&2W otv s~_ D Re~laanacsr ❑ T Tak RVW=nw 0* D 0~oamE=osqyA= (,X* 0 Peseta Rem wW 0 Pama RerWm 0 CW-= of P4wtba D pwn& T=w*r 6o r,, Lint Prcriona Pamir Numixr and Dale tanned sobw owns ]CC'. "FORTS 5 oaa eseVD9vies: Check all that a Q Noon-Prrrasuriasd buu-0rattod ©Preuuizad ]n-Grauad D At-Graff XMD=d 2:2A Jim of suitebte sail D Mound <24 is of euimble wa D Hold'mg Tank ❑ 01ba Dispersal Cott pww (C*sm) ❑ P1CVtW= Device (tacplaia) V. iR'rtat Dw Area "foratatioa: Deaiga Pkrw (Rd) Deaigia Soil t4Vk)dw /0 Rate(gpdst) Dispersal Area A Disp-~7*et Araa (s!) System Eitivatioa VL Tmk ~ C1t w y in Tout # of flMdioos t?sam t3ratr kbJ-~l° liar Tama Eaardaa To" 2118H ~ rs. O or Etaid'em Teats W ( 1 l VII. oes SfxterueMrt- 1, them ed, assume rse edbulty far f tlon or &e POVYTS aeacLad ss i Phtosbear's Now (7+rirtt) r Ptamber's Si &Mi ww Phase Number _ S Plttrl*a's Address (Street, Ctty, State, Z p C0&) Coma eat use only Peiana Fee Dale Earned M CaMidm of appretralrl tsmm ao for Dicapprorai 3\ C~ ; itiJ~S ice. SYSTEM OWNER: )JS~§ Cmt>,k av.o! s~4.boeaCs gc~ oss Q2X' 1. Septic tank, effluent filter and uC., dispersal cell must be serviced / maintained LuQ-w_~041(- r management plan rovided b lumber. 2. All setback requ ireme sl'bai at~4aihetla r~wa sad awbmit rs t1n Crary sely a pop" as ins on a w 111 iftek" in at* as per applicable code/ordinances. SBD-6 98 (R 11/11) xTxFSVr DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 !vc/`m• GREEN BAY WI 54304-5211 i Contact Through Relay http://dsps.wi.gov/programs/industry-services www.wisconsin.gov Scott Walker, Governor Laura Gutierrez, Secretary September 06, 2017 <~.<i~ ('"vE:0 CUST ID No. 223242 ATTN: POWTS Inspector _ JEFFERY V FOX ZONING OFFICE JEFF FOX CONTRACTING & SEPTIC INC ST CROIX COUNTY SPIA PO BOX 565 1101 CARMICHAEL RD DRESSER WI 54009 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/06/2019 Identification Numbers Transaction ID No. 2989867 SITE: Site ID No. 842558 Hartman Homes Please refer to both identification numbers, 143RD Ave above, in all correspondence with the agency. Town of Saint Joseph St Croix County NW1/4, SEI/4, S24, T30N, R20W Lot: 12, FOR: Description: Mound System (S Bedrooms - New Construction) Object Type: POWTS Component Manual Regulated Object ID No.: 1725973 Maintenance required; 750 GPD Flow rate: 30 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code 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: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to homeowner occupancy. • Wastewater generated from contractors cleaning of equipment and tools and/or left over construction products shall not be discharged into the drains discharging to the private onsite wastewater treatment system (POWTS). Waste generated shall be properly disposed of on-site or off site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from mound area. • Divert surface water from POWTS Area. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil Proper soil moisture content can be determined by rolling a soil sample between the hands If it rolls into a 1/4- inch wire i JEFFERY V FOX Page 2 9/6/2017 t 1 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. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacture's recommendations. • SPS 383.54(1)(e) The management plan for a POWTS shall specifically address the servicing mechanics of an aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist: 1. The bottom of the tank is located more than 15 feet below the elevation where the servicing pad is located. 2. The bottom of the tank is located more than 150 feet horizontally from where the servicing pad is located. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan. Any changes may result in pump resizing to meet TDH and GPM Specifications. • Areas that are occupied with 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 basal area of the mound must be cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval 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. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of con struction/installati on/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Tim Vander Leest WiSMART code: 7633 Private Sewage Plan Reviewer, Division of Industry Services (920)492-2214, Monday - Friday 6 am To 3:30 pm tim.vanderleest@wisconsin.gov MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Hartman Homes Owner's Name: ti Owner's Address: 744 Ryan Drive Hudson WI C 54016 Legal Description: NW1/4 SE1/4 S24 T30 N/R20W Township: St. Joesph County: St. Croix Subdivision Name: Orchards of St. Sroix Lot Number: 12 Block Number: Parcel I.D. Number: Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Plot Pan Page 9 Soil Test Designer: Jeff Fox License Number: MPRS 223242 Date: 08/15/17 Phone Number: 715-491-3458 Signature: i Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01101, R. 11/12), and both SSWMP Publication 9.6 Design of P s istribution Networks for ST-SAS (01/81) and Pressure Distribution Ccii~ er. 2.0 SBD-10706-P (N. 01101, R. 10/12) Version 7.0 (R. 11/12) aUG I I ZU? l Page 1 of 9 O L)t~STRY SERWCES Mound and Pressure Distribution Component Design Design 'vAlorksheet Site Information (R or C) R' Residential or Commercial Design Note: Sand fill (D) calculations assume a (gpd) Table 383-44-3 in-situ soil treatment for 500.00 Estimated Wastewater Flow fecal coliform of 36 inches. 1.50 Peaking Factor (e.g. 1.5 = 150%) 750.00 Design Flow (gpd) 18.00 Site Slope 100.00 Contour Line Elevation (ft) 30 F 0.40 In-situ Soil Application Rate (gpd/ft~ Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 10.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (C or E) a Center or End Manifold 3.33 Lateral Spacing (ft) If N above, enter the elevation (ft) 3 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) 2.70 Irstirrr~ate~ Orifice Spacing (ft) = 8.93 ft2forifice 2.00 Forcemain Diameter (in) 120.00 Forcemain Length (ft) Does the forcemain drain back? Y 85.00 Pump Tank Elevation (ft) Enter Y or N G3 6.50 System Head (ft) x 1.3 19.57 Forcemain Drainback (gal) / 15.11 Vertical Lift (ft) 101.08 5x Void Volume (gal) 1 3.03 Friction Loss (ft) 120.65 Minimum Dose Volume (gal) U 0.00 In-line Filter Loss (ft) 34.60 System Demand (gpm) 24.64 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x x_,.. _..j 3 b~ 1.25 x _ 2.00 x 1.50 _x x 3.00 2.00 x ~j 3.00 x Gallonsllnch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1585.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Manufacturer [_r] gai/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 950.00 Dose Tank Capacity (gal) lifetime Filter Manufacturer - 25.00 Dose Tank Volume (gallin) 8 Filter Model Number Weiser Manufacturer Project: Hartman Homes Page 2 of 9 Mound Plan and Cross Section Views 5• J :11i 1~ Observation Pipe K O tit A W l: B z L Mound Component Dimensions in H 1.00 ft K 9.58 ft A 10.00 ft E Aft B 75.00 ft F in 1 23.42 ft L 94.15 ft D 6.00 in G ft J 3.49 ft W 36.91 750.00 (ft2) Dispersal Cell Area 2506.79 (ft2) Basal Area Available 10.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.29 (ft) f! G H ,sA''lflffJlfflJlff ff !!J p; ~ fff.JJ f. J. f!{ffJJ ~ fJ{ ffJf{If{f (ft) Lateral 1101.00 Dispersal Cell F Invert 100.50 (ft)-111 Dispersal Cell Elevation D s • J , 4 P ~ J 100.00 (ft) Contour Elevation 18.0 % Site Slope Geotextile Fabric Cover Shading Key ispersal Cell See lateral details on m - Pa e 4 for number, size, Topsoil Cap c ° 1.5 ft~ g c :L?J and spacing of laterals. Q ffJfffff Subsoil Cap _ Laterals are equally © v ASTM C33 Sand Z F spaced from the ai 0.5 ft Typ Tilled Layer ical Lateral distribution cell's ® c h © Aggregate V o Q centerline in the A distribution cell (Ax6). Project: Hartman Homes Page 3 of 9 R End Connection Lateral Layout Diagram Center the Inter afs over the ,A i= B dirr.en_ion Turn-UP vW ball va lua or ~I ea nout Pl ug P t All f.3tPiafr are identi.-at i X---3l Hof et dritied or, the bot tom 4 th? lvf it -quaffy ap bced Laterar_ W fcrrc f main ~or_tt 40 PV pet S, PS,, Takdr 384 JO-15 Force rn.nin c:-3rne Gti-.n ~.~ia tr•> or cro to msnitotd o ana point. Number of Laterals 3 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.72 ft Lateral Length (P) 73.44 ft Orifices per Lateral 28 Lateral Spacing (S) 3.33 ft Orifice Density 8.93 ft2/orifice Lateral Flow Rate 11.53 gpm Manifold Length 6.67 ft- System Flow Rate 34.60 gpm Manifold Diameter 1.50 in Total Dynamic Head 24.64 ft Forcemain Velocity 3.53 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 - F--- Alternate outlet Tank component is property vented location Forcemain diameter Weiser Manufacturer 2 in. Ca acit 950.00 Gallons - T Volume 25.00 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 20.47 511.85 C B 2.00 50.00 Pump off elevation (ft) C 4.83 120.65 85.89 D 10.70 267.50 D Total 38.00 950.00 pow se tank elevation (ft) 3 Bedding un er tank. 85.00 Alarm Manuafacturer Rhombus Note-, Switches Alarm Model Number MJ Plugger containing mercury may not be use in Pump Manufacturer Zoeller this system. Pump Model Number BN153 Pump Must Deliver 34.60 gpm at 24.64 ftTDH Project: Hartman Homes Page 4 of 9 >R Mound System Maintenance and Operation Specifications Service Provider's Name Jeff Fox Phone 715-755-2461 . POWTS Regulator's Name St. Croix County Zoning Phone System Flow and Load Parameters Design Flow - Peak 750 gpd Maximum Influent Particle Size 1/8 in mg/L Estimated Flow -Average 500 gpd Maximum Maximum BOD5 TSS 122050 mg/L Septic Tank Capacity 1585 gal Maximum FOG 30 mg/L Soil Absorption Component Size 750 ft Maximum Fecal Coliform >10E4 cfu/100 mL Type of Wastewater Domestic Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 years Alarm Should test month) Pressure System Laterals should be flushed and Pressure tested eve 1.5 ears Mound 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 mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Tum-up Detail Finished • • • • . Grade Threaded Cleanout 6-8" Diameter Lawn Plug or Ball Valve Sprinkler Valve Box Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Page 5 of 9 Project: Hartman Homes 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 Manua its! comp 2.0 one t manuals [SBD-10691-P (N.01/01, R. 11/12), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component 10706-P (N. 01/01, R. 10112)) and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. g2Rgc 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 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 fiter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume o the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Puma Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verity proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distributwn System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, an any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediate repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Site Search - Zoeller Pump Company Page 3 of 3 X ui PUMP PERFORMANCE CURVE MODEL 1511152/153 50 14 45 153 NN, I 12 40 c~ 35 152 10 c3 30 Z 8 151 25 R 6 20 15 4- 2- 0- 10 20 30 50 60 70 80 90 100 GALLtONS,q uu LITERS 0 40 80 120 160 200 240 280 320 360 FLOW PER MINUTE 014508 http://www.zoellerpumps.com/en-na/distributor/sitesearch?search=152 5/2/2017 77, t fj vK' ~r -o- s ,~6g tt ' Z5. t 5'; L~ ~.Fr ~ r^ r Sr. f ~r.;BAty 14~}--. SOIL EVALUATION REPORT #1882 ;y t_e S p Department of Safety and Professional Services Page 1 of 3 Division of Safety and Buildings Geo Tech Soil & Site Evaluation, LLC in accordance with Comm 85, Wis. Adm. Code ".'ri~••% County Attach complete site plan on paper not less than 8Y2x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location HARTMAN HOMES Govt. Lot NW1/4, SE1/4, S24, T30N, R20W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 744 RYAN DRIVE #102 12 ORCHARDS OF ST. CROIX City State Zip Code Phone Number City ❑ Village ® Town Nearest Road HUDSON WI 54016 715-377-1555 St.Joseph 143RD AVENUE ® New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: NA Parent material GLACIAL TILL Flood plain elevation, if applicable NA ft. General comments Requires a 6" sand fill mound component. Upslope edge of distribution cell to be installed along the flagged 100.00' ground contour. and recommendations: Maximum basal SLR = 0.4 (eff#1). Maximum 18% design slope at the flagged contour, I 1 1 Boring # Boring II II ®Pit Ground surface elev. ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 -Eff#2 1 0-9 10YR 4/3 SIL 1 M SBK MVFR GS IF 0.4 0.6 2 9-28 10YR 4/2 SIL 1 M. ABK MFR GS IF 0.4 0.6 3 28-36 7.5YR 4/4 C2D 7.5YR 5/6 FSL 1 M SBK MFR GS 0.2 0.6 10YR 5/3 2] Boring # ❑ Boring ® Pit Ground surface elev. ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color I Gr. Sz. Sh. `Eff#1 `Eff#z 1 0-8 10YR 3/2 SIL 1 M SBK MVFR GS IF 0.4 0.6 2 8-16 10YR 4/3 LOAM 1 M ABK MFR GS IF 0.4 0.6 3 16-34 7.5YR 4/4 SICL 1 M SBK MFR GS 0.2 0.3 4 34-56 7.5YR 3/4 C2D 7.5YR 5/6 FSL 0M MFI 0.2 0.5 No.4 with some cobbles. Effluent #1 = BOD5> 30 < 220 mglL and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 m and TSS S,30 mg/L CST Name (Please Print) Signature: CST Number William J. Bergh _ 227819 Address Geo Tech Soil & Site Evaluation, LLC Da alu tion ed Telephone Number 11091 30th Avenue Chippewa Falls, WI 54729 512015 715-577-6838 SBD-8330 (RI U] 1) it Page z of 3 Property owner HARTMAN HOMES Parcel ID # [j Boring Depth to limiting factor 27 in. 3 Boring # ft. Soil Application Rate ® pit Ground surface elev. Horizon Depth Dominant Color Redox Description Texture' Structure Consistence Boundary Roots *EtGPDIftE2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-9 10YR 3/2 SIL 1 M SBK MVFR GS IF 0.4 0.5 2 9-27 7.5YR 4/3 LVFS 0 MVFR GS IF 0.4 0.6 27-66 7.5YR 4/4 C21) 7.5YR 5/6 LFS OM MFI 0.5 1.0 3 No.4 with some cobbles. F Boring # Boring Pit Ground surface elev. 100.00 ft. Depth to limiting factor 36 in. Soil Application Rate FHorizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots `E1GPD/ftEff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 0-6 10YR 2-3(2 SIL 2 F SBK DSL GS 2F-M 0.6 0.8 6-17 10YR 4-5/3 SIL Z F SBK DSH GS iF M 0.6 0.8 3 17-24 7.5YR 3/3 GRSL 1 C SBK DH CS IF 0.4 0.7 4 24-36 7.5YR 4/3 GRSL OM MFI CS IF 0.2 0.6 0.2 0.5 5 36-40 7.5YR 4/3 C2D 10YR 6J3 GRFSL OM MFI oring rJ Boring B # ® Pit Ground surface elev. 96.60 ft. Depth to limiting factor 30 in. Soil Application Rate Fiz Dominant Color Redox Description Texture Structure Consistence Boundary Roots XE~iGPD/ftEff#2 Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 10YR 3/2 SIL 2 F SBK MVFR CS 3F,1C 0.6 0.8 10YR 4/3 SIL 2 M SBK MVFR GS 1F-M 0.6 0.8 3 13-22 7.5YR 4/3 GRSIL 2 C SBK MVFR GS 1F-M 0.6 0.8 4 22-30 7.5YR 3/3-4 GRSL OM MFR CS IF 0.2 0.6 C2D 10YR 5/3 GRFSL OM MFR 0.2 0.5 5 30-40 7.5YR 3/4 7.5YR 5/8 No.3 with 10YR 613 clay skins on ped faces. < `Effluent #1 = BOD> 30 < 220 mg/L and 7SS >30 <150 mglL ' Effluent #2 = BOD5 30 mg1L and TSS < 30 mg/L 5 - The Department of Safety and Professional Servicese is an equal opportunity service provider and employer. Uyou need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Rol' & sire Evaluasoa, uc Geo SSD-8330Tesc (1L.1 c' I* Page j _of 3 Property Owner HARTMAN HOMES Parcel ID # Boring Depth to limiting factor 30° in. Soil Application Rate Boring # ® Pit Ground surface elev. 100.00 ft. Horizon Depth Structure Consistence Boundary. Roots GPD1ftEff#2 Dominant Color Redox Description Texture *E in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-6 10YR 2-3/2 SIL 2 6-17 10YR 4-5/3 SIL 3 17-30 7.5YR 3/3 GRSL - 4 30-35 7.5YR 4/3 GRFSL Boring ft Depth to limiting factor in. Soil Application Rate Boring # F] Pit Ground surface elev. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#l *Eff#z in. Munsell Qu. Sz. Cont. Color Gr. 5z. Sh. Boring ft Depth to limiting factor in. Soil Application Rate Boring # F~ Pit Ground surface elev. - GPDIft' Sh Consistence Boundary Roots 'Eff#l *Eff#z Horizon Depth Dominant Color Redox Description Texture Gr. Structure in, Munsell Qu. Sz. Cont. Color * Effluent #2 = BOD < 30 mg1L and TSS < 3o mg/L * Effluent #7 = BODS> 30 220 mglL and T55 >30 < 150 mg/L s - Relay tance to The Department of Safety and Professional Servicese is an equal opportunity service provider ande mploi eTTY hru need at 608-266 Geo Tech Soil & Site Evaluation, u.C need material in an alternate format contact the department access services or S1113-8330Test (R.l l/l I) I ~ - -0V 9.1 SV O38INOSK 1302Wd woa•sadiaaemaasem@n,C1119 :1!ewa m pamaw* o ab P kmuodsal lM `Xt02ia'1S IM'NOnnm 9LS"90999)' Wd 9E9911590:Hd apsapslasnoaho,adeun 'On'4'al090 • ' p lei uapw o4l pvxwm pan aq lW 1d 101t dIHSNMOIHd3SOr1S 31N3Atl Q£6 6ZLVSIM'Sl1VdVM3ddIHO A- ..mlajL 'asne-fjlgloupueual"Idde 7~# jQ1 MOZ"0£"trZ S3WOH NVWISVH 3nN3AV HM 66M mpadsegpadolanapuaagsegiuawnoop s~ul X{t32{a I "3S-MS O21D :NOIlvmoJNI31iS80r 011'H031039 sug3wn30o3o3sn3a IS JO ~omoooaz c ~o~z m---ix T-j Dim= i'D"1 o $ ° o ;10 >000K o Yz a°~ zm50 zz n z rn c~ a 0 mCI~ZOOn-~F io yw 'alma ~m~= A DSO ~OOm~ ~m D ~M °mon oc~V--~7~ yr ~..,z vmi =iQ ~'„vmmN z3 ~C "'a~'-" obS+? -10z- ~0 pNAmz mm nv'i no °cS°S m 1 wy'0 11 r -1 n y 1 ~5 O"q<Om [n0g m0 ~0 ~"a oom > N 9 wAOm O m x N FE) .1 C r ~ vy m< D Z ca c m a ~ 7a =p Gs < O -n t r C O 3 m O a o D ~l c? o m N v r m y rn m ®N -1 m m C. Fu---- /®t N _ m I 1 s~ ° zz N A N g o 2:§ Mn n Fn 1 1 1 m - ur cf) 2: O A z mm F~ m N m O go m y ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer kgo'-k t1agbq Fr`lt'm'do Mailing Address ~~5 t/'~`'✓i~~ ~~5 U/~~~ 1 Slr Property Address z1 z ye 141 W z 5~-Yoez (Verification required from Planning & Zoning Department for new construction.) City/State of-y /~nA Parcel Identification Number -0 W 12, - 0( )0 LEGAL DESCRIPTION Property Location '/4 V Sec. T ~N R j W, Town of t Subdivision Plat:_ OY6 Utary~ 171, Lot # Certified Survey Map # Volume Page # Warranty Deed # (before 2007)Volume Page # Spec house ❑yes❑no Lot lines identifiable ❑yes❑no .SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §SPS. 383.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Safety And Professional Services and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on this form are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue off a7nty decd recorded in Register of Deeds Office. Nn of bedrooms IGNATURE OF APPLICANT(S) DATE •*"Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 04/12) 32 ml \ a31 ' ti iq~ 503'9.8'43' E \rg~\ \ L \ \ 3 q \Y / ~ ~ 3 a F~ \ .9 O ri h w`°N SOFS~ \ ZI n iL'S9M..866F.6p53i~ .1~ti mm 'r 0ZG42TN 5$. 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I r~ a9 I m .99 \ ,84'89Z M„6f,8E.L05 \ ,£Z'88Z M„6£,8£,TOS J/7811d3H101 O31VJ1030 DIJ-- 133211S H1SZ - - - II9,IM 9,` 69'ZLZ 3 ,StZZ93,.6E,8£.TON ib 6'_ .00'99 w ,bb'6f _ %~.,OF.6b.9r5 GI6' MH' ap9 - 3y I i^ ~\sr F 4 Z ti / a ~ o fQ Z/ Y\ n°O/ `E9'Z~M„6E,8£.TpS ~eSJ _ ~ I~ ~ S ~ ' 2D1N~ b11 SOIL EVALUATION REPORT #1882 S P S Department of Safety and Professional Services RECEIVED Page 1 _of 3 Division of Safety and Buildings Geo Tech Soil & Site Evaluation, LLC in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8'% x 11 in in $iz¢ =a st St. Croix include, but not limited to: vertical and horizontal reference 311)Jd nd percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. D-Z✓(o/-/Z-Dao Please print all information. ,T. CRO/V COUNV Reviewed By Date I ( / - - / Personal information you provide may be used for secondaryeowk r c a , M4 (ffl) . 66 /V Property Owner Property Location a#1 HARTMAN HOMES Govt. Lot NW1/4, SE1/4, S24, T30N, R20W Propert I Owner's Mailing Address Lot # Block # Sbd. NamM# 744 RYAN DRIVE #102 12 ST. CROIX City State Zip Code Phone Number City F_-] Village M Town Nearest Road HUDSON WI 54016 715-377-1555 St.Joseph~ 143RD AVENUE New Construction Use: Z Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial - Describe: NA Parent material GLACIAL TILL _ Flood plain elevation, if applicable NA ft. General comments Requires a 6" sand fill mound component. Upslope edge of distribution cell to be installed along the flagged 100.00' ground contour. and recommendations: Maximum basal SLR = 0.4 (eff#1). Maximum 18% design slope at the flagged contour. W(0- ut7 Si l~ VIF L,}A) 4A-%G' = gm i? u s~~ti 1 rf/ ,<44a AQ-e . H I Boring # E] Boring Z Pit Ground surface elev. ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#2 1 0-9 10YR 4/3 SIL 1 M SBK GS 1F 0.4'x' 0.6 2 -28 10YR 4/2 SIL 1 MFR GS 1F 0.4-x' 0.6 3 28-36 7.5YR 4/4 C2D 7.5YR 5/6 10YR 5/3 1 M SBK MFR GS 0.2 0.6 i 2 Boring # Boring IZ Pit Ground surface elev. ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I *Eff#1 *Eff#2 1 0-8 10YR 3/2 SIL 1 M SBK GS 1F 0. t- 0.6 2 8- 10YR 4/3 LOAM ABK MFR GS 1F 0.4 0.6 3 16-34 YR 4/4 ICL 1 M SBK MFR GS 0. 0.3 4 34-56 7.5YR 3 .5YR 5/6 FSL 0M MFI 2 0.5 i No.4 with some cobbles. * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 m and TSS S.30 mg/L CST Name (Please Print) Signature: CST Number William J. Bergh ! 227819 Address Geo Tech Soil & Site Evaluation, LLC Da alu tion ed Telephone Number 11091 30th Avenue Chippewa Falls, WI 54729 5/2015 715-577-6838 SBD-8330 (R.11/11) Property Owner HARTMAN HOMES Parcel ID # Page 2 of 3 3] ❑ Boring F Boring # Pit Ground surface elev. ft. Depth to limiting factor 27 in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ _ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-9 10YR 3/2 SIL 1 M SBK MVFR 4 0.6 2 7 7.5YR 4/3 LVFS 0 MVFR GS IF 0.4 0.6 3 27-66 7.5YR 4/4 C2D 7.5YR 5/6 0M ME 0.5 1.0 No.4 w cobbles. ❑ Boring F4 Boring # Pit Ground surface elev. 100.00 ft. Depth to limiting factor 36 in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10YR 2-3/2 SIL 2 F SBK DSL GS 2F-M 0.6 0.8 2 6-17 10YR 4-5/3 SIL 2 F SBK DSH GS 1F-M 0.6 0.8 3 17-24 7.5YR 3/3 GRSL 1 C SBK DH CS IF 0.4 0.7 4 24-36 7.5YR 4/3 GRSL 0M ME CS IF 0.2 0.6 5 36-40 7.5YR 4/3 C2D 10YR 6/3 GRFSL 0M MFI 0.2 0.5 E] Boring F- I M' rJ Boring # Pit Ground surface elev. 96.60 ft. Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10YR 3/2 SIL 2 F SBK MVFR CS 3F,1C 0.6 0.8 2 4-13 10YR 4/3 SIL 2 M SBK MVFR GS 1F-M 0.6 0.8 3 13-22 7.5YR 4/3 GRSIL 2 C SBK MVFR GS 1F-M 0.6 0.8 4 22-30 7.5YR 3/3-4 GRSL 0M MFR CS IF 0.2 0.6 5 30-40 7.5YR 3/4 C2D 10YR 5/3 GRFSL 0M MFR 0.2 0.5 7.5YR 5/8 No.3 with 10YR 6/3 clay skins on ped faces. * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L The Department of Safety and Professional Servicese is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, contact the department at 608-266-3 15 1 or TTY through Relay. SBD-8330Test (R 11/11) Geo Tech Soil & Site Evaluation, LLC I Property Owner HARTMAN HOMES Parcel ID # Page 3 of 3 ❑ Boring F6 Boring # ❑ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 30" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10YR 2-3/2 SIL 2 6-17 10YR 4-5/3 SIL 3 17-30 7.5YR 3/3 GRSL 4 30-35 7.5YR 4/3 GRFSL I ❑ Boring Boring # ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I ❑ Boring F-1 Boring # ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell QU. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L The Department of Safety and Professional Servicese is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay. Geo Tech Soil & Site Evaluation, LLC Sall-8330Test (R I I/I 1) O w w ~ ~N w =gzm ~N o W o m w o W ~wp O ~ z Q N ~ 3 Z w U Uj o W O rn ~ ~ 1 F_- ~ ° ~ a } to I t ~ 1 /A 'O fry t Q W W H u F J~ ~ 2 W O ? OU tli I-- 0 t7 0 \i OJ !t l~ X W J :1 ti f-~ 00, O LL a T a I W U z Q > (j) Q w 0 J ch U 21 2 r Y W F j p xma a p C J 1 O Q J ¢ as f V O etl Sv~i vi m O>1 WZ'P how ~Q It OUOP=Mo m a'Paw ,_Fa m 3 f Z ZO z'1J, U S~ w o w <wmar-, Oi-cn y p w v ~ M W o owao ww w~ ~w WO WOE 0.i.. f~~ 3M 3~ wx ~roo Fr r OwK N w Z Y~w~"Z w m ~wOp W ppz f H~ ¢ >LL c7v ai Z O ¢ ZZX-Z o°w010 `'w< Zx O= 2OOoa 9200f ~cxJG a.~ W O F Q H UVWIQQQUvJ IQ)H _aoa u3 z¢UU Z ~k o ~ m o wmooow Jw a J m Zw. U REUSE OF DOCUMENTS GEO TECH, LLC ORCHARDS OF ST. CROIX This document has been developed for a specific JOBSITE INFORMATION: 11091 30TH AVENUE SW-SE-24-30-20W applicatior. and not for general use. Therefore it may HARTMAN HOMES LOT #12 not be used without the written approval of CHIPPEWA FALLS, WI 54729 143RD AVENUE ST. JOSEPH TOWNSHIP Geo Tech,LLC. Unapproved use is the sole PH: (715577-6838 FAX: (888)466-8573 PLOT PLAN responsibility of the unauthorized user email: billy@waslewaterpros.com HOULTON, WI ST. CROIX, WI PARCEL DESCRIBED AS 7.8 AC. Land Uaformatior Community Development Department Septemterb:er 15'', 20t 7 File#: LUP-2017-046 Rvan & Kiandra Freeman 2305 Woodbridge Circle Roseville. MN 551 13 Imo: Land Use Pern-ut - Rural Residential, Shoreland Site Address: 272 1431 Ave, Houlton V+71 54082 Legal. Section 24, Township 30N, Range 20W. Lot 12, Orchards of St. Croix. Parcel 4: 030-2161-12-000 Ryan & Kiandra, This letter is to advise that the Community Development Department (CDD) staff have reviewed your Land Use Permit application for the construction of a new home with an attached garage and new driveway within the Rural Residential and Shoreland Zoning Districts. The request for a Land Use Permit is approved based on the application conditions and the following findings: • The proposed project meets all applicable setbacks based on the site plan. • The structure meets the 35-foot maximum height requirement for a principal structure. • The Impervious Surfaces proposed meet the storm water management standards by use of infiltration basins as per site plan. • Erosion and sediment control plans have been provided that meet WDNR Technical Standards. I Based on these findings, approval of the Land Use Permit is subject to the following conditions: 1. A pre-construction inspection is required to verify erosion control installation, and sensitive areas flagged which are not to be disturbed. These areas to be flagged include: 75' Building Setback from Wetlands and Open Water as per site plan 50' Private Onsite Wastewater Treatment System from Wetlands and Open Water as per site plan Storinwater infiltration basins, A and B, areas as per site plan * Septic drainfield area as per Soil Report Drainage easement along the North property line It is the applicant's responsibility to schedule the pre-construction inspection with Community Development Department staff. Phone 715.386,4680 Government Center, 1101 Carmichael Road, Hudson, K/I 54016 Fax 715.386.4686 vvww'SI'Cw",t° ~t .C7Y' WsE>o rc*1Ceboo ?X' tl ``vwi t.. 3€. ' 7):. j. + ST. (ZIROIX ~ Planning tnfor armi~,rrion ~:2- Community Development Department 2. Erosion control, seeding and storm water management to be installed according to the General Erosion Control Notes on the site plan prior to any land disturbance activities. St. Croix. County reserves the right to require additional erosion control measures to be installed during construction if found necessary due to site-specific conditions. 3. A tracking pad shall be installed prior to any land disturbance or construction activities. Wisconsin DNR Conservation Practice Standard 10157, Stone Tracking Pad shall be followed, this standard is enclosed. 4. Permanent vegetation to be established once final grading is complete. A temporary cover crop such as oats, winter wheat or rye shall be applied on all disturbed areas if seeding cannot occur prior to September I st. Dormant seed and increased application rate will be required after freeze up. 5. A post-construction inspection will be required prior to removing erosion control measures to determine the entire project site has reached a point of 70% permanent vegetative cover. It is the applicant's responsibility to schedule this with the CDD staff. 6. Failure to comply with the terms or conditions above may result in the revocation of this permit by the Zoning Administrator. 7. The applicant shall be responsible to secure any other required local, state or federal permit(s) and approval(s) prior to land disturbance activity. This approval is subject to the conditions listed above; it does not allow for any additional construction, grad on beyond the limits of this request. This permit does structures, in g, paving, filling or clearing of vegetati not approve neighboring sites nor future projects within the site. For any other projects/plans please contact the CDD staff. Your information will remain on file at the St. Croix County Community Development Department suite. It is your responsibility to ensure compliance with any other local, state, or federal permitting or regulations, including contacting the town of St. Joseph and the Wisconsin Department of Natural Resources to inquire if additional permissions are required. This permit is valid for one year, with the possibility of up to two (2) six month extensions if the applicant submits the appropriate permit extension fee and documentation to the CDD staff. The permit card is recommended to be posted on the job-site. IT IS THE APPLICANTS/AGENTS RESPONSIBILITY TO ARRANGE INSPECTIONS. FAILURE TO DO SO MAY RESULT IN A CITATION. Prior to an inspection, the CDD staff shall be given at minimum 2 full business days' notice to ensure an inspection can be arranged. Phone 715.385.4680 Government Center, 2101 Carmichael Road, Hudson, tilt 54026 Fax 715.386.4686 s L,lDDI-C0,"; , 5:f Di _-0 119 ~ MV1 ~4~' f~ 21>;.Itt t" I64-f12. i%t w a-, WfG~C ST. CROIX G. U N Resource Jklanagement Community, Development.Department Please feel free to contact me with any questions or concerns. I am typically available Monday-Friday from 8:00-5:00 PM. If yon would like to schedule an inspection, please call the main office so they can direct the newt available staff member to accommodate your request as best as possible: (715) 386-4780. Respectfully, Nicole Hays Land Use Technician i I I it ~I EC: Town of St. Joseph CC: File Enclosure: Standard 1057, Stone Tracking Pad Phone 715.386.4680 Government Center, 1101 Carmichael Road, Hudson, W154016 Fax 715.386.4686 - ~?srys<r a^ r° r r^_ ) tT. F S" v5, d1.~ U d..a, COO „ - eb 3 It,. w © laln's Drawing Room 20 17 oo~N~o~ (0 N ~ ~ ~F ~ N N ~ S co' 3 ~ °i p c9 v ~ O S i~,~ O Qv N OO D N ~OU10 3 =m ° n y yz ~ -°o p Q o O° N p ~rj o ° O D N N 7 m D o N ~ N N N N i 1 CO ° rn D (J1 '~~=m o N I,I _ ~I 3 N "~c9 } L4-- (J) Nn'Ti n p~ O N N N ~ S1 qq i 1 j l l I ) ~ I I ' I J I O I ( ;1 7 t I 11) I N 6F Ijl iii II ill 1'{~ a~ ~I 1 w o~ 0 7~"' II~ ~ ~ i 11 It I 10 °o~°~~~~~ A N J c ~ C9 O°~ rn c9 3 7~ I ) I Z Z ~ u ~~~~oo Q3 i a°a tt4 I I ' N 'T ~ I NI ( 11~ II - UT f{ 1 1= II. 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