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HomeMy WebLinkAbout026-1306-00-012 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 584740 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village Township Parcel Tax No: Michael & Angela Stener T TOWN OF RICHMOND 026-1306-00-012 CST BM Elev: Insp. BM Elev: BM Description. ^ Section/Town/Range/Map No: / 65 , q1 1414- (3 ty\ 18.30.18.1619 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER N 5 CAPACITY STATION BS HI FS ELEV. Septic h b i' Benchmark Wi e(` z. /6 f l a k 5"2,S Alt. BM F it,,. Goy Z• $ 1,62 . c~ Aeration Bldg. Sewer Holding St/Ht Inlet I Z- 7-7, 1 TANK SETBACK INFORMATION St/Ht Outlet G, Z$ 7"•/', TANK TO U /L WELL BLDG. Cy en Air intake ROAD Dt Inlet ellb S~+? ✓h Septic / f / lb6 / Dt Bottom Dosing Header/Man. 7• Z_ Aeration Dist. Pipe _7• Z_ 94•. Z( Holding Bot. System 7. Z_ 9f -7 -Z PUMP/SIPHON INFORMATION Final Grade 16 </1 Manufacturer and St Cover 6:Z . GPM Model Nu TlDLift Friction Loss System Hear TDH Ft Forcemain Le Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 7 ; re - SETBACK SYSTEM TO V P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer; INFORMATION CHAMBER OR Type Of System: r l UNIT Model Number: 4-1 .4 44 el t DISTRIBUTION SYSTEM LJe5Jl;-- 3 Z a d-o, Sl`~ Header/Manifold/ Distribution x Hole Size [Hole Spacing Vent to Air Intake G~ f Pipe(s) 1 _ i Length7,✓ Dia + Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Dept of Ixx Seeded/Sodded xx Mulched Bed/Trench Center Z Bed/Trench Edges Topsoil Yes ~L] No Yes FJ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 1545 96TH ST 1.) Alt BM Description = a" hGfi~ 2.) Bldg sewer length 5 . 4-e6l i - amount of cover VSigre 13 b0~~~,, Sn M f Poll ~ ~J_ 'Plan revision Required? ❑ Yes o Use other side for additional informatlo" n. Date Insepc r':Cert. No. SBD-6710 (R.3/97) ~ofr F ti `f y ra-a c RECEIVED County R1 P p.9ialf SaFcty and Buil - DAV*6 201 W, Waslxin9tolt.Ave., $ ~ a Q ~V1AQi9012 WC 53707-716, senimry Permit ____Nnmhcr (m he filled in try Co.) R1 5 q, Sanitary Permit Application state Transaction umber In ac«ttdancc with a, Comm. Ru..1(2), Wis. Adm, Cale, slthmisainn of this form to the appropriate governmental - unil is required prior to ohtaining n sanitary permit, Nate Application forms for state-owned POWTS are project Address (if dif ernnt than maiting addr ma) submitted to the T)epartment of Commerce. Personal information )rou provide map be used for secondairy J ~ur~toses in accardance with the Privacy Law, s. 1S.04(l)(tn). State.-_-~ S --41- gi 1. AppBeatiort Tnfortnation Please Print All Jnfarmatiott ProprMOwner'sNamn - Patcei# ~3~30-vc~fL prerpntty (}wnar's Mailing Atidness _ Property -10"00 ~?v 4'9' C-9 hct G 5 ;-14 z;--t;, l.ot r'ity, State; l zip Code. _ Phona Number Section N; R le one) T IL Type of Atnildinp (check all that apply) Lot. # > Subdivision Name j, or 2 Family Dwelling Number o£'Acdrnat / Z k'nhli(,/Cnnnxmert:iwl i)escrilme Ilse k [ j city of (`.9M Numher ❑ Village of IRtnh:Owncd-- Describe Use L..V~ Town oc-YP; e. T ypr. of 1'rrmltt (Check n y one l/ox on line A. Complete Ilse $1 If applicable) Nt w fiyntem ❑ Replacement System 0 Treatmenunolt9ing TankRaplaacment Only } Other Modifiaatien to Existing Sysltmt (explain) List Previous Permit Number and Data Issued Permit Renewal petmit Revision r-jChange of Plumber n Permit Transfer to New Refore 13xpirat'ron ()g7nCr , A 1t•~__Y_P.e of I'OW')>'S SYskcm_ /Co~enter~tJ~17ev1ce: (Cheetc a1M first app1Y),~ e 1j~Nnn-1'rrvsuri2etl In Cirrnmd n Prensurived In-(around D AI-Grade Mnunti> 24 in. of srtitalale sett Cl Mound <2q in. ofanitabie aofl n)~ holding TnnI Q er Aicpersa}Catrtponont (oxplain).-_ _ Pretreatment I)evko (explain)__._. Dba~ersal/'Treat entArea Informatiotlc I)raiirp fllow (gpd) pr-nfpgn Snil Apple#ostion Rate(g si) l7ispersai Anea )tequfrett (ai S~iapareal Area Prop (sf) System Alevadon use 'N e 50• ;4t V 1. '1 anlt ltafn Capacity in 't'otal ~ of Manufeoturar n tlallons (iallans unit,, U Ncw ?soles t~xisdng'fanks es ~ ~ w d Y ole 5z~ Sr ptfc or ilnldmR Tank f)g9lnlt Chnmhcr 5 11, Responsibility Statement 1, the anderstRaed, aRSume reaPmtns} bulty for tnsmltatlan of the PO wtt on the Attached plans. I'hrmber's NAmc (Print) Plluxtber's SiRnatom PRS Number Rosiness Phone Number ~7-/'r, gtv2.( Phtmtxr's Address (Street, City, Statn, Zip Coda) UIIT. _ unty/Department Use 4nl -jj suiug ni Siac pprnv41.pfim Permit Fee.. - 7)a I(siau s ~ en lteasnn fat lacniaELZ'4'~- - - g- IN. [,mld f t'a sfo~lsapprovak ) rlc tin n e* arn tAsper:s,i cell ll must all be seticv s !m Li_nt~mg,uG• I as per management plan pro'rided by plumber. 2. `All ttetbeitRlc res(tiirertents m~l;;A,einatnttirled as P *Mk" code / ordlnarim. _ Attach to comply r. r4aar for the system and anbrnlt to the copnty poly on paper not toe than a 112 x 11 inch" IA atze sl l>-c19H (R. 1)2109) r 'gin 2 l05, ~C, `I)e 2 U V .J A Y Jq V 1r , ~ ti Y tdc ~ s ~ . , -tom wires ,5ast-~jb ` ' ~ I SC'fr~•_ • i l CONVENTIONAL COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE a Project Name: Owner's Name: Owner's Address: ,Z 4 W'? C cr ink Sv ;47 zr ~tl i` ,5'x/4 2- L_egai Description: e ~ "Township: ~,=r 1, y~~~.,c ~L County-, j T yc~ Subdivision Name: 5 y .v a d Gi' /Zr~ oc?` u: v I-ot Number' % _ Parcel ID Number: 2.lP - 1 E; c~ a'csc z Page 1 Index and title Page 2 Plot Plan Page 3 System Sizing & Cross-Section Page 4 Filter Specs Page 5 Maintenance Information Page 6 Management Plan Page 7 St. Croix Cty Septic Tank Maintenance Form Page 8 Warranty Deed Page 9 GSM or Plat Attachments: Soil Test & House Plans Designer/Plumber Czl,<!c`~~~cS'~:~ ~K« t~?^ License Number 2 45!g4a Date: Phone Number Siqnature Designed pursuant to the in-Ground Soil Absorption component manual for POWTS Version 2.0 SSD-10705-P (N.01101). Page 1 e- 4g Sl c~~y e-Y 47 2 ` iclV,;fI cJ R.'v.~db ,61 X41 i a~ ti ~ as v. v J h J' l I'Ve 9e X C ! 1 pp% t 417-9 i Soil Absorption stem Gross Section 114.5.43 ft 4" Schedule 40 Final Grade PVC Vent Pipe G Sit With Vent Cap le ft teaching Gharnber System Elevation ft ft Soil Abso Qn SymbM Plan View ~y ft 3 ft ft teaching Trench 1 Vent Or Observation Pipe Chambers HIM 1111111111 11111111111111111NW~ 4" Die. Trench 2 Header !Leaching Cho t_bor Specifications. Manufacturer And Model ~z.22cs FISA Rating '50 sq ft per chamber Soil Application Rate _ Z ^ gpd/sq ft ifs O gpd Design Flow + 7 Soil Application Rate EISA = f;)- Chambers 2 rows of chambers each, Page of ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer iv \ k t-1~ AE.L..ANt- iAN ~Lp, S76_0EP__ Mailing Addres 20 q b Co Q N ~ 1~,r> C S0PAL QS LT (f ~j y 2 S Property Addrefl~ 5y 5 (o1-11 STT Ncw Rkamw V13 k y O 1 (Verification required from Planning & Zoning Department for new construction.) City/State NQ-~'C~CNM~ ND, e Parcel Identification Number ~2~-1300 0 0 G 2 LEGAL DESCRIPTION Property Location 4,W '/4 '/4 , Sec. S , T 'J O NR W, Town of 'R%c jArA oN N Subdivision Plat: _U -O16- CU6N S of w1t-t.ok1 RvLg 0 2 w --d(o Lo-r5 1/70 Lot # Certified Survey Map # , Volume , Page # Warranty Deed # `710 ; (before 2007)Volume , Page # Spec house OyesMo Lot lines identifiable 0yes[] 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. Uwe 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 of a warranty deed recorded in Register of Deeds Office. of bedrooms J/ oS/o3J I ~ SIGNATURE 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) POWTS OWNER'S MANUAL, & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner 1, Lr rt'c)aL- 7"~a' L Septic Tank Capacity /'f <fO gal ❑ NA Permit # Septic Tank Manufacturer [3 NA -e-~ DESIGN PARAMETERS Effluent Filter Manufacturer ~y 1 ~a t 1f ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units ❑ NA Pump Tank Capacity el El NA Estimated flow Pump Tank Manufacturer ❑ NA (average) gal/day Design flow (peak), (Estimated x 1,5) Pump Manufacturer ❑ NA Aal/ !a Soil Application Rate al/da W Pump Model ❑ NA Standard influent/Effluent Quality Monthly average* Pretreatment Unit ❑ NA Fats, oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (HODS} 5220 mg/L Q NA EI Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (SODS) 530 mglL R In-Ground (gravity) ❑ In-Ground (pressurized) Total Suspended Solids (TSS) 530 mg/L ❑ NA ❑ At-Grade ❑ Mound Fecal Coliform (geometric_ mean) 5104 cfu/1O0m1 ❑ Drip-Line ❑ Other; Maximum Effluent Particle Size Y in dia. ❑ NA Other; p NA Other; _ ❑ NA Other: ❑ NA "Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: 17 month(s) (Maximum 3 years) ❑ NA - El earls) Pump out contents of tank(s) When combined sludge and scum equals one-third Qq) of tank volume ❑ NA Inspect dispersal cell(s) At least once every; ❑ month(s) (Maximum 3 years) ❑ NA ❑ year(n) Clean effluent filter At least once every: ' I ❑ month(s) ❑ NA 14 year(s) -~'--T----~~~ - Inspect pump, pump controls & alarm At least once every: D month(s) [I NA p year(s) Flush laterals and pressure test At least once every, ❑ month(s) ❑ NA ❑ year(s) other: 1 _ At least once every: ❑ month(s) ❑ NA ❑ year(s) Other: -~w- ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (Y3) or more of the tank volume, the entire contents of the tank shall he removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code, All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of :51 2 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. START UP AND OPERATION Page of For new construction, prior to use of the POWTS check treatment tankis) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the diepgrtiol cell(s). If high concentrations are detected have the contents of the tank(sl removed by a septage servicing operator prior to use, System start up shall not occur when soil conditions are frcttan at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading to cellisii and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tapk rsmoved by a septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or P6WTfi MAIntalner to assist in manually operating the purnp controls to restore normal levels within the pump tank, Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil ahaorpti4rl area. Reduction or elimination of the following from the wastewater stroom may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; adholoms; Cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meet scraps; madications; ail; painting products; pesticides; sanitary napkins; tampons; and water softoneir brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safety abandoned in compliance with chapter Comm 53,33+ Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings seated, • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shelf be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material, CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code complia } replacement system: © A suitable replacement area has been evaluated and may be ptl►ized for the location of a replacement soil absorptr.r, system. The replacement area should he protected from distur~ance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines algid wells, Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area, Replacement systems must comply with the rules in effect at that time. 11 A suitable replacement area is not available due to setback and/or scii limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed FOWTS. *O~~p The ve as no"en evaluated to identify a suitable replacement area. Upon failure of the POWTS a r'1 and site evaluation be performed to locate a suitable rooliacement area If no replacement area is available a holding tank may "talle s a last resort to replace the failed POiWT8: © Mound and at-grade soil absorption systems Choy be recop4itructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < < WARNiNG> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAiN ~TM~kL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UN6EA A ly P)CUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE i IFFICUI.T Oft IN(Pb8l6lElLE. ADDITIONAL. COMMENTS POWTS INSTALLER Name Ph 1'O + 1. INTAiNER one Phone SEPTAGE SERVICING OPERATOR (PUMPER) Name SAL.. pULATURY AUTHORITY Name S o~ Phone Pharie ! 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W Q Q O O q Oi q i[1 t0 lu C h 2 m g l U NA u ~Wm u'SS m ~eWW° ~1 Q Q hvv] bn W HvVtiO I~ r X41= zl W t- t o v v g l s2 v' I m O ° "I - u't 'n'_'--'---- ? -p,No038 27 W 283.36 C'i z m M 95TH STREET N00138'27°W 261 - -T ~c C NORTH-SOUTH 1/4 ----i°-----P I ~ uNE BECTON 18 Z z e?We zb P6 f >1_/ l~,~f,rli p n~.._. u cs~I"ll I _~iww? - • I , m 4.p `Wisconsin SOIL EVALUATION REPORT #1483 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. . 12 Please print all information. Revi ed By Date Personal information you provide may be used for s nda v 04 (1) (m)). Property Owner Prope Location Sienna Corporation ` Govt. L t NW1/, SE1/4, S18, T30N, R18W Property Owner's Mailing Address )Lot # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 12 The Glens Of Willow River City State Zip Co a Phone umbe i ity I Village `_'1 Town Nearest Road Minneapolis MN 55435 Richmond 95Th St. ~i New Construction Use Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a conventional system with a 0.7 gpd/sgft rating. Possible system elevation for Area 1 is 100.50'. Boring # ! Boring Pit Ground surface elev. _103.63 ft. Depth to limiting factor 103+ 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. *Eff#1 *Eff#2 1 0-9 10yr3/3 none sil 2fsbk/lmpl mfr as 2m,2f .6 .8 2 9-14 10yr4/6 none sl 2msbk mfr gw lvf .6 1.0 3 14-40 10yr5/4 none grcos Osg ml as 1vf .7 1.6 4 40-103 10yr6/4 none s Osg ml 7 1.6 F2 ] Boring # I~. l Boring r Pit Ground surface elev. 104.13 ft. Depth to limiting factor 104+ 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. *Eff#1 *Eff#2 1 0-8 10yr3/3 none sil 2mgr mvfr as 2m,2f .6 .8 2 8-15 10yr3/4 none sicl 2msbk mfr gw if .4 .6 3 15-24 10yr4/4 none scl 2msbk mfr gw 1vf .4 .6 4 24-30 10yr4/6 none sl 2msbk mfr Cs 1vf .6 1.0 5 30-55 10yr5/4 none grcos Osg ml as 1vf .7 1.6 6 55-104 10yr6/4 none s Osg ml .7 1.6 /06 -5t y.5 * Effluent #1 = BODS> 30 < 220 mg/L and SS >30 < 150 mg/L * Effluent #2 = BODS <.30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 9/14/2006 715-247-2941 SBD-8330 (R.07/00) Property Owner Sienna Corporation Parcel ID # 12 Page 2 of 3 3] Boring # Boring Pit Ground surface elev. 99.33 ft. Depth to limiting factor 38 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 0-11 10yr3/2 none sl 2mgr mvfr gw 2m,2f .6 1.0 2 11-24 10yr3/4 none sl 2msbk mfr gw im,lf .6 1.0 3 24-38 10yr4/4 none sl 2msbk mfr cs 1Vf .6 1.0 4 38-72 2.5y7/4 m2d 10y r6/8 Vfs Osg ml 10yr7/1 .4 .6 65 r° - ❑ Boring # Boring pit Ground surface elev. 104.93 ft. Depth to limiting factor 106+ 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 0-10 10yr3/1 none sil 2fsbk mfr as 2f,lvf .6 .8 2 10-18 10yr4/3 none sil 2fsbk mfr gw ivf .6 .8 3 18-22 10yr4/4 none sl 2msbk mfr gw 1Vf .6 1.0 4 22-40 10yr5/4 none grcos Osg ml cs 1Vf .7 1.6 5 40-64 10yr5/6 none cos Osg ml as .7 1.6 6 64-106 10yr6/4 none Osg ml 7 1.6 - - - ,i F Boring # Boring , _I Pit Ground surface elev. 103.83 ft. Depth to limiting factor 100+ 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. J 'Eff#1 *Eff#2 1 0-10 10yr3/1 none sit 2fsbk mfr as 2m,1f .6 .8 2 10-22 10yr4/4 none sl 2msbk mf cs 1Vf .6 1.0 3 22-46 10yr5/4 _ none grcos Osg ml as 1Vf .7 1.6 4 46-100 10yr6/4 none s Osg ml .7 1.6 - Ito ' * Effluent #1 = SOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 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-8330 (R.07/00) Schmitt Soil Testing, Inc. Page -s' of Conducted by: Conducted For: Schmitt Soil Testing Inc. Nance: Sienna Corporation Thomas J. Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608 1.595 72nd St. City, State, Zip: Minneapolis, MN 55435 New Richmond, WI. 54017 Phone: 715-247-2941 / Subd.Name: The Glens of Willow River Signature: Lot No.: 7 Date: Legal Description: ; 1 /4 SE 1 /4 S18 T3 ON R 18 W ® Backhoe pit Township, County: Richmond, St. Croix A Bench Mark El. 100.00' Top of 2" pvc p' A Alternate Bench Mark El. /"CIS - 5// op of/ 1' el f cc,,eAz~,e /'iP~- C~V', 1z' 'z Slope= Contour Line Contour Line Length Scale 1 40' / ~ Per l V1' F his Soil and Site Evaluation was co feted to fulfill a ning reyuirement. It in or may not be in a location suitable for you use, N45consin SOIL EVALUATION REPORT #1482 Department of Commerce in accordance i1n Co m 8 is. Code Page 1 of 3 Division of Safety and Buildings ) Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8%x 11 inches in size. Plan County St. Croix include, but not limited to: vertical and horizontal reference point ( erection and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 13 Please print all information. Date Review By " Personal information you provide may be lusectfor secondary purposes (Privacy Law, s. 15.04 (1) (m)). > at 9 _ a Property Owner t Property Location Sienna Corporation s Govt. Lot NW1 , SE1/4, S18, T30N, R18W Property Owner's Mailing Address G 1 6 Lot # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 13 The is Of Willow River City Stat Zip she R~~JJl~rer City ❑ Village ❑ Town Nearest Road Minneapolis M 5 Richmond 95Th St. New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a conventional system with a 0.7 gpd/sgft rating. Possible system elevation for Area 1 is 93.20'. F-11 Boring # ❑ Boring Pit Ground surface elev. 99.2 ft. Depth to limiting factor 116+ 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. *Eff#1 *Eff#2 1 0-10 10yr3/1 none I 2fsbk mfr as 2m,2f .6 .8 2 10-19 10yr4/4 none sicl 2fsbk mfr gw 1vf .4 .6 3 19-25 10yr4/4 none grsl 2msbk mfr Cs 2f .6 1.0 4 25-42 10yr5/4 none grcos Osg ml as .7 1.6 5 42-116 10yr6/4 none s Osg ml .7 1.6 Fi-I Boring # ❑ Boring ❑ Pit Ground surface elev. 98.6 ft. Depth to limiting factor 115+ 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. *Eff#1 *Eff#2 1 0-9 10yr3/1 none I 2fsbk mfr as 2m,2f .6 .8 2 9-21 10yr4/3 none sicl 2fsbk mfr gw 1Vf .4 .6 3 21-28 10yr4/4 none sl 2msbk mfr gw 1vf .6 1.0 4 28-33 10yr5/4 none grls Osg ml cs .7 1.6 5 33-51 10yr5/6 none cos Osg ml as .7 1.6 6 51-115 10yr6/4 none / s I( Osg ml - .7 1.6 r( a p.40 4 f `f * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt ~4-~'' ' ` ✓f~ . ` 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 9/14/2006 715-247-2941 SBD-8330 (8.07100) Property Owner Sienna Corporation Parcel ID # 13 Page 2 of 3 Boring # ❑ Boring Pit Ground surface elev. 99.3 ft. Depth to limiting factor 120+ 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 0-8 10yr5/3 none I 2fsbk mfr as 2m,lf .6 .8 2 8-16 10yr4/4 none sl 2msbk mfr gw ivf .6 1.0 3 16-38 10yr5/6 none gris lcsbk mvfr Cs 1vf .7 1.6 4 38-61 7.5yr4/6 none sl lmsbk mfr Cs ivf .4 .7 5 61-120 10yr6/4 none s Osg ml .7 1.6 n 3•Z° 45Z fa ❑ 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ 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 " 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 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-8330 (R.07/00) Schmitt SoG Testing, Inc Page ,3 of Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: Sienna Corporation Thomas J. Schmitt, CST 227429 Address: V" h 1595 72nd St. City, State, Zip: ;;7/1 ;y,C/is, /✓Vlll - New Richmond, Wl. 54017 Phone: 715-247-2941 Subd.Name: The Glens of Willow River Lot No.: Date: Legal Description: 1Vb)114 SE1/4 S18 T30N R1 8W ® Backhoe pit Township, County: Richmond, St. Croix A Bench Mark El. 100.00' Top of 2" pvc pipe A Alternate Bench Mark El. yc'K 33' Top of Z~~ c&lelvl Slope= Contour Line El. IV14 Contour Line Length AIW Scale 1" = 40' l ~ lost r z a i This Soil and Site Evaluation was completed to fulfill a zoning requirement. It may or may not be in a location suitable for you use.