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022-2001-20-500
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM c°u^'y St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 597303 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 2928866 Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] Parcel Tax No: Permit H!Elev: r's Name: City Village Township DAVLABARGE TOWN OF KINNICKINNIC 022-2001-20-500 Insp. 9lev c~ BM Description : n /t Jl. ^ Section/Town/Range/Map NO: CST BM / ~'1'` 35.28.18.546D-50 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER n CAPACITY STATION BS HI FS ELEV. f[ . w 5 -s Benchmark Septic u e Dosing Alt. BMI Z .y /dG. Z Cdr o P.~ C, Ate- Bldg. Sewer I d zs Holding St/Ht Inlet , 1-7 add 9 St/Ht Outlet \ TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent t it Intake ROAD Dt Inlet Septic 33 1:5 Dt Bottom fZ • ~ 9(o, /o0 Dosing Header/Man. / ` AD 7, 44 -7 goo /5 Z ~ r / Dist. Pipe X6 7 • -9 `'7 Aeration f Bot. System Holding Z ~Q G . Final Grade PUMP/SIPHON INFORMATION Manufacturer 1 Demand St Cover ~Q / 21 /Q Z aJ ` ~ GPM Model Number ~j• ~6~--~ Z TDH Lift I I FrictioLLl-os~ System H~eadLIS TDH F. JJ .J. 0 Forcemain Length Dia. N Dist- to well '33 166 2 SOIL ABSORPTION SYSTEM / PIT DIMENSIONS No. Of Pits Inside Depth BEDITRENCH Wdth Length No. Onches / /A Q DIMENSIONS :5 • CJ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer I --,X- CHAMBER OR INFORMATION Type stem: UNIT Model Number: of yb ~V DISTRIBUTION SYSTEM x Hole Sizg It x Hole Spacing Ven to it Intak Header/Manifold Distribution✓~ Pipe(s) `r Z 4(_ I 3• 64 Length Dia 0~ Length ✓ 4 • Dia Spacing I L SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only a Mulched Depth Over xx Depth of xx Seeded/Sodded Depth OvQ* Topsoil C'4-. Yes No BI Bed Trench Edges I Yes ~ No ' n p~~2~ I I L ~J COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Ins O0 rl Location: 1353 HALO DR 80 5e 1.) Alt BM Description - 2.) Bldg sewer length / za..k 5 - amount of cover V4 3 Plan revision Required? ~ Yes ~o Z5~ Use other side for additional information. ~J Date Insepctor's Sign re Cert. No. SBD-6710 (R.3/97) ~evr ~e~a - counte / 51 ' ; mot, _ Safety and Buildings Division - ai U I U'l 1 201 w. Washington Ave., P.O. Box 7162 I sanitary Permit Numbrr (to be rated in by cu.) g t Ma n, 537 762 '55736-5 P S ST. C 1:0U1JTY R0 .,•-,0 )WUNfTY DEVELOPMENT Sr.+'e Tiai.:_cuoil Number i Sanitary Permit Appii%.ct.a.,--- z 9 Z ill accordance with SPS 3,,3.21(2). Wis. Adm_ Code Submission or t us utrnl to the appropriate aotcnunentai unit ` = ~-sub is required prior to obtaining a Sanitary Pemut Note Application for;- on or staic-owli ntaObe used r for srintled to i. Proie 1u :css {,I d tfcr nt than m i 't ' Cdf'.,i .11 You Pro,, ide the Department Safety and Prete,sional Servie: 1353 ~ A t © J~ - in a~ o dare with the Yrnacy Law s. 15.O4(i}(m), .tats. Itur~wscs - I AMjicatton Information Please Print All In-or -a 5 0 0. C, 35,'d 7 0 art': (ore, °s 5 V, I W, Aduress C ~ Got tl,t scCOC Z;pC'uu~: Phnn ~url- ii1'. SiutC _ 7 .570/ N_ 'R 0/ Xtr ~ti. Ty°pe of Building (check all that apply) g bu;N,s;on Namc ]y~. I or 2I-arrlih Dwelling-Number of Bedrooms Block= `.whb F - l - (m of _ Pubfic~Commerciat - Describe lise _ x of CS~t\c °_•er Q V 1 tilt n of } state Ot; neu Describe Css - f7 P4 mix III. Type of Permit: (Check only one box on ine A. Complete line 13 if applicable) Other Modification to Existing system (explain) _ \elt S) sim Rep':acerwllt S} cm I rcatmer&jlolcling Tank Replacement Only I ~ I i List previous Permit Number and Daie Issued / - B. Permit Renewal Peru., R isio:t - Change of Plulnbcr ✓ Pem t Transfer to New i i 1 Owner Before Expiration - IV. Type of PONNTS Svstem;Com Went Device: (Check all that a lv _ 4 in. of suita. e sot r' PCs Zed In-Ciround ^ ;1t-Grade 'tound 2-I it cl suitable soil ♦tound \ m-1'rc tuizec In t round - Pr tccatmcntI)eti c (explain} - Holding lank t he D persat C.o l itan r (explamj-- - - ~ 7 ~ - - J % ~ O 7 ertito is crsaUTrea ent Area Information Svstcm - i-+1 DysPerssl Area Proposed / G~ 7i aa `V xstgn l tow (gpd) Design Soil Application ate(g ds~ `[e_l Are Required ; ~~y ~j Q V V - -3/ llanlitactarc, e - Capacn\' s VI. 'Tank Info m Gallons Cialfcrt, Sew Tskc -F~tstirt_ rank; _ / i .n r 'z' JG ~ septic or Holding T.,nk % 00 r7 ute t. harri cr ~ H. Responsibtllty Statement- I. the undersigned assume respoustbihtx for installation of the POVi 7 5 shoN n on the attached pans A7P RIPRS Number T I3it tncs; Phone \tuttb r \ pIt//?er s SHdn,:; co-dc) e s Adds s C t? S Datc sued Is.:uing. IT, Sisnaturc - VIII. 'ounty/Department Use t D I to r - ,~PProt cd ai Prol'«- S r? ownci -n R a on for Dental '~-(-J-- - -----Tff/V 1 +i. ConditI '"Weasons for Disapproval A_ 1. Septir tank, eikki. literWhi cw•` t ('1(1~ crisper. to cell must all ~se~s rw~ ~nt~re~ I t1 Gi"Ir'C~ 6 as per maragernen! plan pro titled by pluinber. 2. AU tretbu * rKitifernemis must Lw tralntr ir:e•1 , as per tipF*mblrt car / crdinwow. - Atiactt Ui tt=tnpicte plans fur the s~srrnt and submit t the County nntti on paper nat irss thin R 1, 2 c t1 inches in .~ze SLID-639`7 W. I i ID l ~t e~tis( l~v~~ f l~ F } `~",lam ` 1 ~ I t n '10 k DIVISION OF INDUSTRY SERVICES \\v 10541 N RANCH RD Q') HAYWARD WI 54843-6462 Contact Through Relay http: //ds ps.wi.gov/programs/industry -services / www.wisconsin.gov Scott Walker, Governor Laura Gutierrez, Secretary April 19, 2017 CUST ID No. 220357 ATTN POWTS Inspector BRADY J UTGARD ZONING OFFICE UTGARD PLUMBING & HEATING ST CROIX COUNTY SPIA PO BOX 413 1101 CARMICHAEL RD AMERY WI 54001 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/19/2019 7above, ntification Numbers D No. 2928866 SITE: 36986 Dave Labarge o both identification numbers, 1353 Halo Dr omes ondence with the agenc . Town of Kinnick innic St Croix County NW1/4, NE1/4, S32, T28N, RI 8W FOR: Description: Mound, 3 br res Object Type: POWTS Component Manual Regulated Object ID No.: 1700572 Maintenance required; 450 GPD Flow rate; 6 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), SSWMP Pub. 9.6; Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative CodesT 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 c requirements. f 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: Key Item(s) • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • All conditions of Interpretive Determination Transaction # 1266999 must be followed. The conditions pertaining to the design of the system have been adhered to in this approved design. • Chisel plow to a depth of at least 12" immediately prior to sand placement. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. BRADY J UTGARD Page 2 4/19/017 Reminder The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per SPS 383.44(6)(a)2. Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Materials shall conform to the requirements of SPS 384. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of 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 Patricia L Shandorf WiSMART code: 7633 POWTS Plan Reviewer, Division of Industry Services (715) 634-7810, Fax: (715) 634-5150 , M - F 8:00 a.m. - 4:45 p.m. pat. shandorf@wisconsin.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm BRADY J UTGARD Pase 2 4/19/2017 Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per SPS 383.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Materials shall conform to the requirements of SPS 384. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of 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 $ 2.000 Balance Due 0 $ 0.00 Patricia L Shandorf WiSMART code: 7633 POWTS Plan Reviewer, Division of Industry Services (715) 634-7810, Fax: (715) 634-5150, M - F 8:00 a.m. - 4:45 p.m. pat.shandorf@wisconsin.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE , ~k ct; %\j 11211 Project Name: LABARGE , ~ s-. Owner's Name: DAVE LABARGE Owner's Address: 39 BRIGHTON PATH HUDSON WI. 54016 1353 HALO DRIVE Legal Description: NW/NE/S35/T28/R18W Township: KINNICKINNIC County: ST. CROIX Subdivision Name: 22/5341 p t L Y WED Lot Number: 5 Block Number: IF E'TY AW) NL gERVIG Parcel I.D. Number: 022-2001-20-500 Plan Transaction No.: i Pagel Index and title t.SpONDE Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications E~ Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 PLOT PLAN Page 9 SOIL EVALUATION Designer: BRADY UTGARD License Number: 220357 Date: 0410N1 7 a umber: 7157600945 Signature: Desig d Purs nt to the Mound Componen Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) Version 3.11 (R. 06/01) Page 1 of 9 Mound and Pressure Distribution Component Design Site Information R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83-44-3 in-situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150%) coliform of - 36 inches. 450.00 Design Flow (gpd) 4.00 Site Slope 104.90 Contour Line Elevation (ft) 6.00 Depth to Limiting Factor (in) 0.20 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 114.00 Dispersal Cell Length Along Contour (ft) = 3.95 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? c Center or End Manifold 0.00 Lateral Spacing (ft) If N above, enter the elevation (ft) 2 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) (e.g. 0.25) 3.00 Orifice Spacing (ft) = 11.85 ft2/orifice 2.00 Forcemain Diameter (in) 100.00 Forcemain Length (ft) Does the forcemain drain back? Y x84.00 Pump Tank Elevation (ft) V 3.25 System Head (ft) x 1.3 16.31 Forcemain Drainback (gal) 13.40 Vertical Lift (ft) 51.60 5x Void Volume (gal) 1.37 Friction Loss (ft) 67.91 Minimum Dose Volume (gal) I 18.02 Total Dynamic Head (ft) 24.90 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 1.50 1.25 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator Treatment Tank Information 600.00 Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) 50.85 Total Working Liquid Depth (in) weiser Manufacturer 11.80 gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 600.00 Dose Tank Capacity (gal) POLYLOC Filter Manufacturer 11.82 Dose Tank Volume (gal/in) PL-525 Filter Model Number weiser Manufacturer Project: LABARGE Page 2 of 9 Mound Plan View T 1/10 B Q J Observation Pipe K A W ....i ...B i - . . . . I . 9 . L Mound Component Dimensions ft A 3.95 ft E 31.90 in H 1.00 ft K aft B 114.00 ft F 9.50 in z 15.79 ft L ft D 30.00 in G 0.50 ft J 10.16 ft W 450.30 (ftZ) Dispersal Cell Area 2250.00 (ftz) Basal Area Available 3.95 (gpd/ft) Linear Loading Rate 11.40 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 109.19 (ft) C „ff.. G H frrrrr f.•}}}fr~rr"rte{~ rr} F Dispersal Cell 107.90 (ft) Lateral 107.40 (ft) -00- Invert Dispersal Cell : . E Elevation D ❑3 104.90 (ft) Contour Elevation 4.0 % Site Slope Geotextile Fabric Cover Shading Key Q. Dispersal Cell See lateral details on 1❑ 0 Topsoil Cap o = 1.5 ft Page 4 for number, size, © f~ f Subsoil Cap to O ❑5 Q and spacing of laterals. ASTM C33 Sand F Laterals are equally n4 Tilled Layer N 0.5 ft Typical Lateral spaced from the distribution cell's 5 Aggregate ~ 0 5 centerline in the in the A distribution cell (AxB). Project: LABARGE Page 3 of 9 Center Connection Lateral Layout Daigram P I IE X (-.12 I W241 Laterals & force main of PVC Sch 40 (per COMM Table 84.30-5) Holes drilled on the bottom of the lateral. i =Turn-upva'ballvalve orcleanoutplug equally spaced Number of Laterals 2 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.04 ft Lateral Length (P) 56.24 ft Orifices per Lateral 19 Lateral Spacing (S) 0.00 ft Orifice Density 11.85 ft2/orifice Lateral Flow Rate 12.45 gpm Manifold Length 0.00 ft System Flow Rate 24.90 gpm Manifold Diameter 0.00 in Total Dynamic Head 18.02 ft Forcemain Velocity 2.54 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight or- Electrical as per NEC 300 and 10 Comm 16.28 WAC 4 in. min. Disconnect Tank component is properly vented F-- Alternate outlet location Forcemain diameter weiser Manufacturer _ 2 in. Capacit 600.00 Gallons Volume 11.82 gal/inch Weep hole or anti- Dimension Inches Gallons B siphon device A 37.02 437.53 B 2.00 23.64 C P♦ ump off elevation (ft) C 5.75 67.91 94.50 D 6.00 70.92 D Total 50.76 600.00 Do♦ se tank elevation (ft) Bedding un er tank. 94.00 Alarm Manuafacturer LEVEL Alarm Model Number DLV Pump Manufacturer GOULDS Pump Model Number EP05 Pump Must Deliver 24.90 gpm at 18.02 ft TDH Project: LABARGE Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name UTGARD Phone 715-760-0946 POWTS Regulator's Name ST. CROIX 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 450.3 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect for ponding and seepage once every 3 years INSPECT FILTER ONCE A YEAR Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: LABARGE Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [S13D-10691-P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, 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 of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: LABARGE Page 6 of 9 UL S PUMPS Submersible Effluent Pump EP04 EP05 SAPPtiCATfONS _ _ • l'uIly subme t in high a'ci'f)5 lmpellef: r t1a~•,Iq,,p f fl7t 'k f-- 1 f: 2tttblifE Ot~~Qf i4C enclosed t1P_ v, !3{i 11[,lt :a. jilbricat}on and effident )ii1 C~i (;V+?f~ {)f!?l=3tlr_r• < - heat transfer. ! Casing and base Available fvratftomatiCand ther;r;npldStKdFt)~t ~rt!r~ AGENCY (tSTING fnantial operaftin rz)jt. rrr ctrufi~tl . Auto- rr; yr_,-£ti !'h_LdnntlUn StarKi.ur1. .~•..u..~t:r„ f i.; ! xc hx* de F& K iRi8",4y Met,llank:al Float Swkch ■ Motor Housonq fxHSirh Yuen { 11t? MNi? H rtrtitr~Fri assembled and preset at the or c+ ;tKient heal ,Fut ,~t7p ' factory. 5irerv , and duraht)th• SPECIFICATIONS ! Mt2t0( Cover: iFlrf7l?iJj t4a~Ei~_ iapability- FEATURES cos rTh integral itat jje --ant*, flo, t - ;=itch attach,!! f i~? t I.: t7 60 GPM. i settti ftrfpellet° liSefftu~plaS ! Power Cable: `4?li _it:a ty. -open des . T,I t~i; , "~fl CS}grI Y~ a t,c up to 33 feet- Fum atei~ ;~.a% asat3 water re~.rant F out panes for mechanical n p ~f tze, 1'1✓" NPT seal protect,,"i .a; calbon- t✓ (/gyp Sii3t{ORdfy, ~ rl i-3br'N?tEfc ~'cunUnuaus ' i!ittryr(11,t}ent METERS H41 09 i£'FteS 1{,t ' v I ZS t. Q y r r`rr F{;. ZSc,n t t,vr r'ua(l w)th , U` . PIN Elf-.)iilCl`> )tTii)" i ~ ~ v t zz \J 1 I~.7 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AN -1) O ERSHIP CERTIFICATION FORNI O,,;'ner/Buyer h 49 Mailing Address '3 Property Address 35 P"_ (Verification required from Planning & Zoning Departtme oV r ne~,v construction.) City/State Parcel Identification Number Qao7 - R o n / D~ O 5 d® LEGAL DESCRIPTION Property Location Sec.. j , T 6~% N R W. Tout of Subdivision Plat: Lot # Certified Survey Nlap # Volume , Page it y Warranty Deed # 1 O'A 7 3 (before 2007)Volume Page Spec house ve k- I no Lot lines identifiableAyes no SYSTEtiI NIAIN`I'ENANCE 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 ,he system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance res nonsibilities are specified in §SPS. 383.52(11) and in Chapter 12 - St. Croix County Sanitary Ordinance. i he property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed bs the o wrier and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site astewater 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. l;we, the undersigned have read the above requirements and agree to maintain the private sewage disposal s}stem with the standards set forth, herein, as set by the Department of Safety And Professional Services and the Department of Natural Resources. Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix Co znt' Planning & Zoning Department within 30 days of the three year expiration date. L'we certify that all statements on is form are true to the best of my/our knowledge. L'~a e am are the owneri s) of the property described above, by virtue of a ranty deed recorded in Register of Deeds Office. Number of bedrooms SIG RF OF A LICANIT(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 tmje;q t}i? "v-i arrc .Jee i. RECEIVED WIN% Wisconsin Department of om"N 1 6 2006 OIL EVArOATIO~ REPORT Page 1 of 3 Division of Safety and Buil ings n~~ ST. CR01iP ~fIV I' a vht Comm 85, Wis. Adm. Code County ST. CROIX Attach complete site pla less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal re erence point (BM), direction and Parcel I.O. percent slope, scale or dimensions, nort h arrow, and location and distance to nearest road. ~ Please print all information. Reviewed by ~_d ' fai'H 2 I/ Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location GLENN & TERA WACHTLER Govt. Lot NW 1/4 NE 1/4 S 35 T 28 N R 18 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Na~ oar CSM 81 Ponderosa Drive City State Zip Code Phone Number L_Fity LjVillage Town Nearest Road River Falls, WI 54022 ( 715 ) 426 - 1172 /31:0 Halo Drive New Construction UseE] Residential / Number of bedrooms 3 or 4 Code derived design flow rate 450 or 600 GPD Replacement Public or commercial - Describe: Parent material loess over till Flood Plain elevation if applicable r, n ft. General comments Interpretive determination required for no A +4 horizon. See report. and recommendations: Mound System 2.50 ft. sand fill 0.2 loading rate a Boring # Boring 8 l Q pit Ground surface elev. ~b`a. GZ ft. Depth to limiting factor to Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2 1 0-4 10YR3/2 sil 2fa&sbk mvfr cb 2vf-m 0.6 0.8 2 4-8 10YR3/2 sil 2fa&sbk mfr as 1 of-m 0.6 0.8 3 8-19 10YR5/3 m2p 10YR5/6& 10YR4/2 cl I fabk mfr as I of-f 0.2 0.3 4 19-24 1 OYR5/3 m2p 10YR5/6& t OYR4/2 scl Om mefi 0.0 0.0 Horizons 3 & 4 have some gr. Boring # Boring 8 Pit Ground surface elev. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Con} Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-3 10YR3/2 sit 3fgr mvfr cb 2vf-m 0.6 0.8 2 3-8 10YR /2 _ sil 2f-ma&sbk mfr as lvf-m 0.6 0.8 3 8-15 1OYR5/3 c2f10YR3/4&10YR6/1 cl if--mabk mfr as Ivf--m 0.2 0.3 4 15-20 10YR5/3 m2p I OYR5/6& I OYR4/2 sc Om mefi 0.0 0.0 Horizons 3 & 4 have some gr; 1 stone. * Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature / S CST Number Ma Jo Hollister L"'56- 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 04_ 15-0 (715) 426 - 1775 r Propertv OwnerW-N!" t_MS G~►JEnI►J Sr 'I" Z-) Parcel ID # tl'3 C-) Page 2 of 3 j ~ Boring 10 Boring # Ground surface elev. ft. Depth to limiting factor in. Ld Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10YR3/2 sil 2f-msbk mfr cb 2vf-m 0.6 0.8 2 4-10 10YR3/2 sil 2f-mabk mfr as Ivf-m 0.6 0.8 3 10-18 IOYR5/3 m2dlOYR4/6&IOYR6/2 cl lf--mabk mfr aw Ivf--f 0.2 0.3 4 18-25 10YR5/3 m2 l OYR5/6& I OYR4/2 c Om mefi 0.0 0.0 Boring # f__l Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Ra. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff *Eff#1 `Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Boring Boring # Ground surface elev. ft. Depth to limiting factor in. Pit Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-833ffr,,t (R071M) Plot Plan for Site and Soil Evaluation Page 3 of 3 crGVmbcr z~~) Property Owner A! c+n cE-rR, &L-egm 1"=40ft. Legal Description n1w)~f of -rt*: IL (wept where noted) D = Backhoe pit _ 'f2~ ti)T RiBL..) -tOw~ of Kt ~JN ~C~ ~.1N Ie., ~z, e2n~~c w~s~us, North ~~oa of .s- O o as?~ ~ L =4 4 D 1 , 0 4- 3 , Q v.3Z \ Site Location: x Q a C.T.0• MT e f Safety and Buildings 13 E SPRUCE STREET commerce.Wi.gov CHIPPEWA FALLS WI 54729 TDD (608) 264-8777 isconsin www.commerce wi gov/sb/ www.wisconsin.gov Department of Commerce Jim Doyle, Governor Mary P. Burke, Secretary June 12, 2006 CUST ID No. 224832 ATTN: POWTS Inspector MARY JO HOLLISTER ZONING OFFICE HOLLISTERS SOIL TESTING ST CROIX COUNTY SPIA W9875 690TH AVE 1101 CARMICHAEL RD RIVER FALLS WI 54022-4011 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 06/12/2008 Transaction ID No. 1266999 Site ID No. 712272 SITE: Glenn & Tera Wachtler ~ ' lye Please refer to both identification numbers, Town of Kinnickinnic, St Croix County NW 1/4, NE 1/4, S35, T28N, R18W above, in all correspondence with the agency. FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1073517 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the highest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. 3. The basal soil application rate for the mound shall be <0.2 gpd/sf, and the linear loading rate < 4.0 gpd/ft. 4. Chisel plowing to a depth of>12 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. 5. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. A shallow drainage Swale would be acceptable for this purpose since simply landscaping the mound may not be adequate. 6. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 7. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 8. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. If the Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter, the expiration date only applies to the plans for the design, not to the decision on the Interpretive Determination Report. MARY JO HOLLISTER Page 2 6/12/2006 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. If plan index sheets were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. If this construction project will disturb one or more acres of land, an Erosion Control Notice of Intent (NOI) shall be filed with the department 14 days prior to any earth disturbing activities. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 Leroy G. nsky, W tewater p cialist Integrated Services Bureau WiSMART code: 7633 (715) 726-2544 Phone (715) 726-2649 Fax ljansky@commerce.state.wi.us Merry Ja ~~~i: W9575 69o`~ Avenue RECE ME 77 Kiver rails, WI 5+027- (715) +26 1775; Fax:+26- +827 JUN 0 p5 2005 Interpretative Determination Report SAFE ;Y UJL~INGS J ` s 25 Aril 2006 Property Owner: GL'r-NN &TV RA WACHTLER Conditionu ,r n P ROV E Location: NW '/4 of the NL '/4, Sec. 35, T28N, Ri 8W, "?MENT Of COMMERCL r 7 ;~Y. Town of KinnilCinnic, 13t. Croix County, Wisconsi j SAFETY AND SUIIDI n -7, INTRODUCTION: On 15 April 2006 a site and soil evaluation was completed for a proposed three lot C ertified .~urveu (V(aP. Previously, three lots were approved to the north and the east of the proposed lots with potentially nine future lots from the original forty acres. One dwelling was on the original forty acres. (see attached survey map and the Site and 50il Lvaluation Report.) The initial determination by this soil tester found that there is no clear A +4 distance to seasonal saturation as required by Comm 85.50 (2) Wisconsin Administrative Code for location of new soil absorption systems. An Interpretative Determination Report is required in lieu of groundwater monitoring to verify that the highest level of soil saturation is greater than six inches and that the level of saturation may not be less than six inches for seven consecutive days. GEOLOGICAL H15TOKY: As we Know, this area in Wisconsin is an area of the Glaciated Region of which the last 'age 2 - Wachtler occurred 12,000 to 15,000 years ago. ` This caused erosion, deposition, stream erosion and other Processes. Wisconsin is divided into five natural regions2 which are related to land by the use of Plants, animals and by man. Also the boundaries are determined by soil texture and structure in the underlying rocks. 5t. Croix County is located in the Western upland which is underlain by Ordovician dolomites. 3 This Part ofjt. Croix County was formed by ground moraine deposits from the Wisconsin stage of deposition. The parent material at this site is loess overglacial till. LOCAL HYDROLOGY: This land area is located within the 5t. Croix River F)asin which includes the APPIe, willow and Kinnickinnic Rivers and several small creeks. 4 A tributary of the Kinnickinnic River is located approximately one mile due north and flows at a northwesterly direction and another one is located one mile due west and flows at a southerly direction. fart of the Kinnickinnic River is located one-half mile southeasterly and flows southwest. Much of the groundwater is recharged from rainfall and possibic The attached topographic map from the jfat~ of 15Cbt-16 n History jurveg shows the land thirteen feet higherthan the two drainage areas that surround the proposed area. The drainage areas do appear to carry water. Martin, L. (1965) The Physical Geology of Wisconsin. University of Wisconsin Press, Madison, Wisconsin. 2 Martin, L. (1965) The Physical Geology of Wisconsin. University of Wisconsin Press, Madison, Wisconsin. 3 Martin, L. (1965) The Physical Geology of Wisconsin. University of Wisconsin Press, Madison, Wisconsin. 4 St. Croix County Development Management Plan; Physical Features Analysis, pg. 2-11. Page 3 - Wachlter 5011_ MAPPING: T his area is indicated on the copy of the Soil Survey map as Vlasaty and Derinda Variant series. The Derinda variant series are on nearly level and gently sloping shale uplands and are somewhat poorly drained. The vlasaty series are on low ridges and knolls of ground moraines that are gently sloping and are moderately well drained. Then National Cooperative 5oll c5urvey one area tested is mapped as Derinda Variant-Ii with 1 to 6 percent slopes and mostly mapped as vlasaty silt loam with 2 to 6 percent slopes. The order is an Alfisols which has properties of wet and simple horizons.5 These soils are formed mostly under broadleaf deciduous forest and prairie vegetation and where drainage is not restricted from the water table and has erratic soil moisture regime.° S011_ CONDITIONS AND S5(_W ACL WA-1--r=R rLOW: The soil evaluation completed by this certified soil tester encountered an A horizon of 8 to 10 inches of silt loam with no redoximorphic features and with root and worm action present. This indicates that there would be enough in-situ soil to accommodate a properly functionally soil adsorption system. The soil colors are more of a grayish brown then a gleyed color that is associated with wet conditions. Kedoximorphic features are observed under the A horizon and into the glacial till. The F) horizon consists of silt loam to clay loam with no massive conditions. The till material consists of clay and some gravel. In 2005, this soil tester completed two soil reports on neighboring property located on the forty acres to the north of this forty with similar soils and a clear A++ horizon and zones of season saturation at 25 to +2 inches. Also in 2004 an interpretive determination was completed and approved on two lots located approximately one and a half miles to the west. s Soils. University of Wisconsin Education Courses. 6 Keys to Soil Taxonomy, Soil Survey Staff-, USDA-NRCS. , Page 4 - Wachlter According to the cjt. Croix County map for depths to groundwater, this area is mapped at greaterthan 75 feet. (Map enclosed.) The surface water flow is apparently straight down into the A horizon which may he perched in the 15 horizon as indicated by the redoximorphic features. The drainage from the site appears to flow away from the site in three directions as indicated on the topography map. The slop. 1 c :i.. J ocateo to ti-le f,ortl, of i C l jm , I t;t, o, it;Jl 4 iii c Iwo "ilouf10 f5~em y[ O! [ ❑i~7lJI?c7 system was installed to the south for the original dwelling on the forty. The elevations at U is two sites to the north are approximately the same elevation and mapped as the same soils. The system to the south is much lower and mapped asjl<y6erg silt loam. Three pits were dug west of borings i through 4 which had redoximorphic conditions in the A horizon and within one pit water was observed at 24 inches. These pits are located 100 to 500 ft. to the west and at lower elevations. CONCL051ON: The landscape at this site shows the water movement away from the tested areas. These soils will properly accept and treat the wastewater with a long and narrow mound system. Due to the lack of redoximorphic features in the top eight inches, there is adequate depth of eight inches hefore the soils become saturated for any length of time. KLCOMMLNDATION5: 1 The depth of the approved sand 6e at least 2.50 feet for adequate treatment and dispersal. 2.I The mound system 6e designed long and narrow with a linear loading rate of 4.o gpd/ft. and the Nasal soil application rate shall he 0.2 gpd/ft.2. 3.) C,isel plowing to a deptk of 1 2 inches immediately prior to sand placement. 4.) Increase the slope areas around tke mound system to increase aksorption area. 5.)5urface water is to ke diverted from the mound system with either a grass-way diversion or upslope area of mound system designed witk a greater slope. Respectfully submitted, Mary Jo Hollister, C5T 224832 Revised: 24 May 2000 KE-n-KENCr 5: I Martin, L. (i 965). The Phcisical Geolo q of Wisconsin. universitui of Wisconsin Press, Madison, 2.) foils. Universit.9 of VO'~sce~~s,~, (_ciucU iui ,out 3.)5t. Croix County Development Plan. Volume Two; background ~tudies. Physical Leatures Anal9sis. 4.) ~joil ~cjurvey of jt. Croix County (1978). (Inited States Department of Agriculture 5011 Conservation Service and Kesearch Division of tke College of Agriculture and Life Sciences, university of Wisconsin. 03/03/2008 12:36 PM Parcel 022-2001-20-500 PAGE 1 OF 1 Alt. Parcel 35.28.18.546D-50 022 - TOWN OF KINNICKINNIC ST. CROIX COUNTY, WISCONSIN Current X Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 01!12/2007 00 0 : Owner(s): O =Current Owner, C =Current Co-Owner Tax Address O - WACHTLER, GLENN M & TERA L GLENN M & TERA L WACHTLER 81 PONDEROSA RD RIVER FALLS WI 54022 =Primary Districts: SC = School SP = Special Property Address(es): Type Dist # Description 1353 HALO DR SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 2.795 Plat: 5341-CSM 22-5341 022-07 SEC 35 T28N R18W NW NE PT LOT 4 CSM Block/Condo Bldg: LOT 05 16-4278 NKA LOT 5 CSM 22-5341 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 35-28N-18W NW NE Notes: Parcel History: Date Doc # Vol/Page Type 01/12/2007 842448 22/5341 CSM 07/23/ 1997 1141/121 WD 07/23/1997 999/407 WD 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Last Changed: 02/21/2007 Valuations: Class Acres Land Improve Total State Reason Description Totals for 2008: 0 0 0 General Property 0.000 0 0 Woodland 0.000 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: Category Amount User Special Code Special Assessments Special Charges Delinquent Charges 00 0.00 0.00 Total Sectio" Ili Ioidng Board D cisimi Process D. Names and addresses of the owners of all lands within a specified distance of the property as they appear on the current records of the Register of Deeds, to be used to provide notice of the hearing E. Other pertinent information as requested by the zoning administrator to determine if the proposal complies with the ordinance ,t F. The required review fee An applicant has the burden of establishing the need for their relief from the zoning ordinance and the zoning board cannot guess or fill in the blanks of an incomplete application. Thus, an applicant fails to provide sufficiently detailed materials at his or ~ her own peril. If the zoning board determines that it does not have sufficient information to make a decision on an application, it may postpone the decision until the applicant supplies the requested information and notice is provided for an additional hearing. For examples of applications to the zoning board, staff reports, and zoning board decisions, see Appendix D and E. Who reviews the applications? Initially, zoning staff members review the application to identify missing or problematic information. They may also ask other specialists, such as engineers or natural resource specialists, to assist in reviewing issues such as erosion control, stormwater management, delineation of ordinary high water marks, floodplains and wetlands, or restoration issues. Are zoning staff reports recommended and what do they contain? While Wisconsin Statutes do not specifically address staff reports for the zoning board, the courts have not reacted negatively to staff providing recommendations to the zoning board.90 Figures 12 and 13 show the results from a 2004 survey completed by 31 counties. Most zoning staff members prepare reports some or all of the time for zoning board members, summarizing the facts regarding applications. About half of the counties who responded y° Miswald v. Waukesha County Bd. ofAdjustment, 202 Wis.2d 401, 550 N.W.2d 434 (Ct. App. 1996) 56 SAF TY A( ,VISION 1 III trees commerce.wi.gov dtF 3 aSStreet Chippewa Falls, WI 5472 0 254 tiDepartment s ~i~i iS~ I~ INSPECTION REPORT T~@~~~ov/s~ of Commerce • ROIX COUNTY Date of Inspection: May 10, 2006 Plumber Name and Address ? Project Name: Wachtler plat NA Use: Residential Legal Description:- ----NW-,- 8, Site Number: ,712272 Certified Soil Tester Name and Address: Subdivisio Proposed 3 Lot CSM Mary Jo Hollister, CST 224832 Municipali y: Town of Kinnickinnic W9875 690th Ave County: St. Croix River Falls WI 54022-4011 Plan Transaction Number: 1266999 Owner Name and Address: Sanitary Permit Number: NA Glenn & Tera Wachler Wastewater Flow: 450 gpd 81 Ponderosa Dr Persons Present: MJ Hollister, P. Quin River Falls, WI 54022 (715) 426-1172 An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. A representative soil profile at CST B-10 could be described as follows: 00-07" 10YR 3/2 sil, 2m-csbk, mfr, aw. 07-09" 10YR 4/4 sil, 2msbk, mfr, as, w/ c3d 7.5YR 5/6 rmfs 09-16 IOYR-4/4 cl, 2msbk, mfr, cw, w/ cad T5YR-5/3 and 5/6 rmfs 16-20" 10YR 7/3 scl, 1 msbk, mfr, cs, w/map 7.5YR 516 rmfs. The soil profile verified near CST B- 7 on proposed Lot 1 was representative of the CST's description to 16" depth. Several soil borings were verified on proposed Lot 3. Redox concentrations were observed at less than 6 inches at CST boring B-3 and in other hand dug borings. The CST is aware of the conditions observed and needs to determine if enough area exists to the SSE to site a mound. Subsoil RMFS were f2f-d for 3-5 inches below the A horizon. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should not exceed 4.0 gpd/ft and the basal wastewater application rated should not exceed 0.2 gpd/ft2. The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 30 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible. In addition, an up slope drainage ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. Proposed Lot 2 should have such an up slope ditch. The mound on proposed Lot 2 should be well shaped up slope to divert surface water. If there are any questions regarding this report, please contact me. Leroy G ansky, aste ter Specialist M 0 County E:1 Plumber Ljansky commerce.stat wi.us E-mail .E CST El Owner 715/726-2544 Voice 715/726-2549 Fax ❑ Other Safety and Buildings 13 E SPRUCE STREET commerce.Wl.gov CHIPPEWA FALLS WI 54729 TDD 608 264-8777 sconsin.gov i s c o n s i n www.commerce.wi.gov/sb/ ww.w Department of Commerce Jim Doyle, Governor Mary P. Burke, Secretary June 12, 2006 CUST ID No. 224832 ATTN: POWTS Inspector MARY JO HOLLISTER ZONING OFFICE HOLLISTERS SOIL TESTING ST CROIX COUNTY SPIA W9875 690TH AVE 1101 CARMICHAEL RD RIVER FALLS WI 54022-4011 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/12/2008 Identification Numbers Transaction ID No. 1266999 SITE: Glenn & Tera Wachtler Site ID No. 712272 Town of Kinnickinnic, St Croix County Please refer to both identification NW 1/4, NE 1/4, S35, T28N, R18W numbers, above, in all . correspondence with the agency FOR: Object Type: Soil Saturation Dc ination Regulated Object ID No.: 1073517 s The submittal described above has been reviewed for conformance rhaplZable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsib'c~ for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the highest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. 3. The basal soil application rate for the mound shall be 50.2 gpd/sf, and the linear loading rate <_4.0 gpd/ft. 4. Chisel plowing to a depth of ~4 2 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. 5. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. A shallow drainage Swale would be acceptable for this purpose since simply landscaping the mound may not be adequate. MARY JO HOLLISTER Page 2 6/12/2006 6. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 7. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 8. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. If the Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter, the expiration date only applies to the plans for the design, not to the decision on the Interpretive Determination Report. 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. If plan index sheets were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. If this construction project will disturb one or more acres of land, an Erosion Control Notice of Intent (NOI) shall be filed with the department 14 days prior to any earth disturbing activities. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 Leroy G. Jansky, Wastewater Specialist Integrated Services Bureau WiSMART code: 7633 (715) 726-2544 Phone (715) 726-2649 Fax 1jansky@commerce.state.wi.us Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page _ of ~Abor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but PARCEL I.D. # not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE P~ OPERTY OWNER: / J 9 PROPERTY LOCATION 11 GOVT. LOT j u~' 1l4 1/4,S T N,R , E (or) W PROPERAI-Y OWNER':S MAILING ADDRESS LOT # BLOCK# SUBD. NAME OR GSM # CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE N NEAREST ROAD [ ew Construction Use [4-j--fiesidential / Number of bedrooms [ ] Addition to existing building j ] Replacement [ ] Public or commercial describe Code derived daily flow gpd Recommended design loading rate ~-...bed, gpd/ft2 trench, gpd/ft2 Absorption area required bed, ft2 trench, ft2 Maximum design loading rate bed, gpd/ft2 trench, gpd/ft2 Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design / site considerations Parent material Flood plain elevation, if applicable ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PgIs URE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for stem ❑ S ~ ❑ S l~ ❑ S C~ tJ ❑ S 0-ld - ❑ S 11 U-1 ❑ S ❑ U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft Boring # Horizon in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed mach Ground elev. ft.? F !r 1 , f`Yj _ P ~ Depth to limiting factgr Initial: Date %