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HomeMy WebLinkAbout026-1147-05-000 Wisconsin DBpartment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 430061 0 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 X Township Parcel Tax No: P.C. Collova Builders, Inc. Richmond Township b — 11 OS CST BM Elev: Insp. BM Elev: BM Descnpt n I Sectionrrown /Range /Map No: 6 1 /� �" S 24.30.18. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic D Benchm m 3, t� l 2 -a i Dosing � Alt. BM s, r �, (7 T ° !� Aeration Bldg. ewer / ��� SS d c Q Holding St/Ht Inlet <G( !� , Y6 5 Z ! �. 7 TANK SETBACK INFORMATION St/Ht Outlet TANK TO P WELL BLDG. Vent to Air Intake ROAD Dt Inlet D Septic r Z / Dt Bottom Dosing Header /Man. Aeration Dist. Pipe er p Holding Bot,-,Sy Final Gr de PUMP /SIPHON INFORMATION V"PSST - 0 Manufacturer Demand St Cover GPM tsC 1S i I�OS Model Numbe TDH Lift Fr Loss System Head TDH F Forcemai Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width ! Len h t No. Of renches PIT DIME NS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS - 1 I SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING anu a r� INFORMATION CHAMBER O I b L >° Typ Of System: 13-D / N Model Number. DISTRIBUTION SYSTEM aJ L t (� Header /ManifolO4 1 Distribution f x Hole Size x Hole Spacing - Vent to A I q P eng ipes) d G � �! ? CJ Length Dia Lth Dia k p cing 7:1 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center / Bed /Trench Edges Topsoil L -, - L] Yes � No r, Yes I j No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: /3 Inspection #2: ! ! Location: 1467 140th St New Richmond, WWII 54017 (NE 1/4 , N S W 1/4 24 T30N R18W) Richmond Meaddo / 1�5 Parcel No: 24.30.18. / 1.) Alt BM Description = ��� CZ ^ ►`�� I`� /�r ��j/ IV ✓�pl/ d ��J2t' S ��� 2.) Bldg sewer length = �g / sys� Q �LQ /� 0.��.y�q�/ amount of cover ' (, S S�w� __ - -- __ � , r°�`; ✓Lo�'l:�xSIS Lcttt.�, Plan revision Required? Yes V G� Use other side for additional information. ` � �, � _ _ J t_ SBD -6710 (R.3/97) Date Insepctor's ignature Cert. No. Safety and Buildings Division County N v isco lisin 201 W. Washington Ave., P.O. Box 7162 1 �� Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) (608) 266 -3151 �3QOfo Departr of Commerce Sanitary Permit Application State Plan 1. D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide may be used for secondary purposes Privacy Law, s15.04(1)(m) Project Address (if different than mailing address) I. Application Information - Please Print All Information Property Owner's Na me Parcel # � Lot # Block # F . C. C ilo/c 81C Property Owner's ailing Address ddress a Lo a io t �.o1 3ox 3Y �r t t a y' k ��. &,Section City, State Zip Code . _ - , ' (circ on Sgrt,11 " � Vv 7 -�' s � N; E W II. Type of Building (check all that apply) 5,�, vw� 51-1 or 2 Family Dwelling - Number of Bedrooms Subdivision Name /J_�/ /� CS Number ❑ Public /Corrunercial - Describe Use Z ' / ❑ State Owned - Describe Use 3 y_ g p 3� ❑Cit ❑Villa ownshi of III. Type of Permit: (Check only one box on line A. Complete line B if a plicable) A. 7mew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: (Check all that apply) r Non - Pressurized In- Ground 11 Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil L1 At-Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter /J ❑ Recirculating Synthetic Media Filter ALeaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain — R_ �g{,L/ cxJLJI V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdst) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation VI. Tank =nfo Capacity in Total Number Manufacturer Prefab Site Steel Piber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks septic or Holding Tank Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- 1, the under ' , assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Na me (Print) Plum i gna MP /MPRS Number Business Phone Number L id -Ys/ Plumber's Addre ss (Street, City, Smte,Xp Code) &0 l VIII. Count /De artment Use Onl X Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuin Agent Signature (No Stamps) Surcharge Fee) ` El Owner Given Reason for Deni � cJ Q L_i_� IL-A A if, IX. Conditions of Approval /Reasons for Disapproval � � t Attach complete plans to the County only) fo the system o paper of less than 81/2 x 11 inches in size SBI 639E (R. 01/ I � 1 P OT PLAN PROJECT P.C. Collova Bldrs. Inc. ADDRESS P.O. Box 489 Somerset Wi 54025 NE' 1/4 NW 1 /4S 24 /T 3 N/R 8 W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE6 /4/03 BEDROOM 3 CONVENTIONAL XXX IN -GR D PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1212 # of chamb rs 3 ,BENCHMARK V.R.P. Top of Steel Fence Post ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL •H.R.P. Same as Benchmark SYSTEM ELEVATION 93.9/93.8/93.7 3' below qrade Alt. BM Top of Survey Iron @ 97.0' Plans Designed Using Conventional Powts Manual Version 2.0 Vent ALong 1 Standard Biodiffuser Leaching Chamber with 31.1 ft2 of Area Grade at Syste m Elevation u 3 4 " .S c Pro 3 r� Vents k Bedroom B -1 I 1% Slope H 20' T B -3 90' 5 , 3 -3' X 83' Cells with >3' spacing ' 30 B -2 Vents 50' Alt. .M. B.M. 140th St. S OIL EVALUATION REPORT Pa Wisconsin Department of Commerce S L e of g Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 112 x 11 - In s in size. Plan must v include, but not limited to: vertical and horizontal reference int (� �iR Parcel I.D. percent slope, scale or dimensions, north arrow, and locati n and ,1 - c 1jad. Please print all informati n. evi wed by Date Personal information you provide may be used for secondary pu es (Priv c 1 +4 4 02 00,3,)). ~ µ,�� � 2W3 Property Owner Property Location ) ST l'.( ?' C� '�� iY l) 1/4/ o i �,Q /4 S� T� N R E (orj�M/ t Property Owner's Mailing Address Subd. Name or C9M# °' I Clry State Zip Cade Phone Number E] City ® Village wn Nearest Road i t C49'7 17)f New Construction Useo Residential/ Number of bedrooms 3 Code derived design flow rate 4�J %7 GPD ❑ Replacement Public or mmercial - Describe: Parent material 91 ale � F ` l00 0 d + Pain elevation if applicable 4 General m and recommmenen dations: ^& ��' `0 5iet P -3 # Boring �=�— Pit Ground surface elev. hl . Depth to limiting factor m. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD1ff in. Munseli Qu. Sz. Cont. Color Gr. 5z. Sh. `Eff #1 'Eff#2 I o� Z o �jt i r✓ C- a� Boring I a I 8 4 # [] Boring (/ ° A pit Ground surface elev. ' ft. Depth to limiting fatter in. Soil 4plication 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 L i 1 I ` Effluent #1 = BOO > 30 220 mg/L and TSS >30 < 150 To Effluent #2 = BOD < 30 mg/- and TSS < 30 nVL CST Name (Please Print) r Si CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, W1 54017 r� i 715 -246 -4516 Property Owner _ / Parcel iD # Page of Boring # ❑ Boring Pit Ground surface elev. j €t. Depth to limiting factor in. Soil ADDlication Rate Horizon Depth Dominant Color Redox Description Texture Structure d Consisren.::e toundary Roots GPD/ff in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 EE i G -1 r SQ i JV S , --- ----/� 1 i 6 p P 3 e ® Boring �` Boring # Pit Ground surface elev. ft. Depth to limiting factor � iin. Sail Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 g 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/ff in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 Effluent #1 = BOD. > 30 < 220 mg/L and TSS >30 < 150 mgA- ° Effluent #2 = BOD :� 30 rng/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. if you need assistance to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608 -264 -8777. SBD -8330 (itAM) i I Soil Test Plot Plan Project- Name P.C. Collova Bldrs. Inc. Sha ird Address P.O. Box 489 f Somerset Wi 54025 CZ #226900 Lot 5 Subdivision Richmond Meadows Date 5/28/03 NE 1 /4 N W 1 /4$ 24 T 30 N /R18 W Township Richmond F1 Boring C) Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post System Elevation 93.9/93.8/93.7 *HRpSame as Benchmark Alt. BM Top of Survey Iron @ 97.0' a� a 0 B -1 1 % Slope 97' B -3 5 ' 3 B -2 0' 50' Alt * .M. B.M. 140th St. I 7 j3N OT PLAN DRESS A PROJECT P.C. Collova Bldrs. Inc. D P.O. Box 489 Somerset Wi 54025 J NE' 1/4 NW 1 /4S 24 //R 8 W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 6/4/03 BEDROOM 3 CONVENTIONAL XXX IN -GR D PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1 000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1212 # of chambers 39 IL BENCHMARK V.R.P. Top of Steel Fence Post ASSUME ELEVATION loo' Filter Zabel A -100 ❑ BOREHOLE O WELL - H.R.P. Same as Benchmark SYSTEM ELEVATION 93.9/93.8/93.7 3' below grade Alt. BM Top of Survey Iron @ 97.0' Plans Designed Using Conventional Powts Manual Version 2.0 Vent >6" Standard Biodiffuser of Cover Leaching Chamber with 31.1 ft2 of Area 6' Long 11 " a� 34 „ Grade at System Elevation c Pro 3 r Vents Bedroom B - lolo Slope House 20' 0' T B -3 90' 5 , 3 -3' X 83' Cells with >3' spacing 30' B-2 Vents 50' Alt. .M. B.M. 140th St. r Maintenance and Contingency Plan for a Septic System g v p v Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 Contingency Plan 1. If system fails, determine cause of failure, use alternate area and install new system or install system at a lower elevation. 2. Replace any other failing components as needed. Plumber: Shaun Bird 715 - 246 -4516 St. Croix County Zoning 715 - 386 -4680 Pumper Tom Mondor 715 - 246 -5148 Shaun Bird #226900 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code / cro (x Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County • I' 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. 2(o-- M -7-0 S-W [) Please print an information. iewed Date 03 �� Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). 3 d PrP(c �cr , J erty Owner h ' Property Location e (r6 kj Govt. Lot N - 1 /4NQ 1/4 S Ll T 3O N R (r E (or 1N Property Owner's Mailing Address Lot # Block # Subd. Name or C s,M # P. (Box 10 2 2 S I IRtc�Ma✓d meckjows City Sta Zip Code Phone Number ❑ City ❑ Village [Town Nearest Road lty �4� 6ec-LK i MO i m t ro i (-) '7W? oy,?r (CGMcvc) Noli ITI New Construction Use: Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material T a Flood Plain elevation if as plipble ft. General comments t o n TU tJ (' Q f - v , /00., e © /0 nu - Q� J ) an recommendations: S 5/ 2 r� e t -ems t o 1 , ©p � T" AP 2 3 200 ST. CR01 C ' Y F] # Boring ❑Boring Pit Ground surface elev.) r (- o ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 - I G r h3-1t qlq 3- /ic qlq_ 51 7ylls� 1 FTI Boring # ❑ Boring �� 5� 99, �o a 7�- 9, V ❑ Pit Ground surface el v. q , 6D v Depth to limiting factor 3 in. ee *V-4) Soil Application Rate Horizon Depth Dominant Color Redox Desorption :Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 4 -(2 fG 2 C S 2 a - L f - � s(�k VIA r G 3 ( y G Cz r Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS _< 30 mg/L C T Name (Please rint) Signature CST Number Y-1 ckpr Z s 334 r •dress Date Evalu Telephone Number Ztl o fi� Sf sovtir�r et t S�IGZ �- - C� �l� y 40 0FS z SBD -8330 (Rn'71" ) Property Owner 1 P! SCj n Parcel ID # Page � _ of Boring 3 Boring # Depth to limi t in g factor in. pit Ground surface elev C�1� ft. g Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff#� PD /ft Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. VIA Cr 2 F-1 Bo Boring # ring 0 pit Ground surface elev. ft. Depth to limiting factor in. coil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'E GPD /ft E in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I I Boring # Boring Ground surface elev. ft. Depth to limiting factor in. Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E GPD /ft Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh, Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg/L ` Effluent #2 = BOD < 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.07100) J I . PAGE - 5 NAME ✓� LOT# LEGAL DESCRIPTION -Sw YX)(,J 2- T - N R. IBS Elor SCALE: I"= �G BM 1 ELEVATION /l}G 6 BM 1 DESCRIPTIO 6 ( �n rid + BM 2 ELEVATION BM 2 DESCRIPTION 4 1 2 c, � (" ( n Au ,' 4 SYSTEM ELEVATION /0/,0(3 ALTERNATE ELEVATION ti/ n CONTOUR ELEVATION 100 -16 � o Q g2 5 � SIGNATURE DATE l c I • _ ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer P. C. Collova Builders, Inc. Mailing Address P O Box 489 Somerset, W154025 Property Address (40 6 (Verification required from Planning Department for new construction) City /State 0e LQ �'AIMCY& Parcel Identification Number LEGAL DESCRIPTION Property Location '' /,, '/4, See. T_�LN -R — JW, Town of Subdivision ) M �'2 �"z 5 Lot # J . Certified Survey Map # Volume . Page # L - A0 n ConJT¢-rAcc—C lly-mmvw # � `�°g Volume Z1 t . Page # Spec house ❑ yes ❑ no Lot lines identifiable ❑ yes ❑ no SYSTEM MAINTENANCE Improper use and maintenauceof 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. The property owner agrees to submit to St. Croix 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 wastewaterdisposal 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. Uwe, 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 Commerce 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 Zoning Office within 30 days of three ye exp' lion date. C SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION 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 prope ribed abo , by virtue of a warranty deed recorded in Register of Deeds Office. x S16*AIUM OF APPLICANT DAT * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed U 2 116 P 0 0 9 7QD tSz+a STATE BAR OF WISCONSIN FORM 11 - 1982 KATHLEEN H. NALSH REGISTER OF DEEDS LAND CONTRACT ST. CROIX Co., ri Individual and Corporate (TO BE USED FOR ALL TRANSACTIONS WHERE OVER RECEIVED FOR RECORD S25,000 IS FINANCED AND IN OTHER NON - CONSUMER Document Number ACT TRANSACTIONS ) 01/21/2003 08:45AII EIIQPT ! CONTRACT, by and between Hilly - Develoixtimt Limited REC FEE: 13.08 Lia bility Partnership a Minnesota Limited Liability TRANS FEEE %. 879.88 1?a rbnprr p, CERT COPY FEE: ( "Vendor ", whether one or more) and P. C. Collova Builders, Inc. PAGES: 2 ( "Purchaser ", whether one or more). Vendor sells and agrees to convey to Recording Area Purchaser, upon the prompt and full performance of this contract by Purchaser, Name and Return Address the following property, together with the rents, profits, fixtures and other appurtenant interests (all called the "Property"), in St. Croix County, State of Wisconsin: k A t - 026- 1147 -45 -000 026 - 1147 -04, 026 - 1147 -05, 026 - 1147 -06, 026 1147 - - 000 026 - 1147 -07, 026 - 1147 -08, 026 - 1147 -09, 026- 1147 -47 -000 026-1147-10; Identification 026- 1147 -44; Lots 5 , 7, 8, 9, 10, 44, 45, 46 and 47, Plat of Richmond Meadows in the Town of Richmond, St. Croix County, Wisconsin. This is not homestead property. 06) (is not) Purchaser agrees to purchase the Property and to pay to Vendor at place Vendor directs the sum of S 293,000.00 in the following manner: (a) $ _ at the execution of this Contract; and (b) the balance of S 264,150.00 , together with interest from date hereof on the balance outstanding from time to time at the rate of 10 % percent per annum until paid in full, as follows: Vendor shalt release the above lots upon payment as follows: Lot 4 for $26,000.00; Lot 5 for $36,000.00; Lot 6 for 526,000.00; Lot 7 for $28,500.00; Lot 8 for 526,500.00; Lot 9 for 526,500.00; Lot 10 for 526,500.00; Lot 44 for $26,500.00; Lot 45 for $26,500.00; Lot 46 for $27,000.00 and Lot 47 for $27,000.00. Interest shall not accrue until 6 months after the closing of this Contract, or July 20, 2003. The down payment on this Contract shall be a credit to the last lot released. Provided, however, the entire outstanding balance shall be paid in full on or before the 20th day of January , 2004 (the maturity date). Following any default in payment, interest shall accrue at the rate of 10 % per annual on the entire amount in default (which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal balance). Purchaser, unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably antici- pated annual taxes, special assessments, fire and required insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply Payments to these obligations when due. Such amounts received by the Vendor for payment of taxes, assessments and insurance will be deposited into an escrow fund or trustee account, but shall not bear interest unless otherwise required by law. Payments shall be applied first to interest on the unpaid balance at the rate specified and then to princiA� amount maybe prepaid without remium or fee upon principal at an time after day of closing , XXX% w V y,' c o O Q (DN \ C 1� N Uj LA- uj o U') \ s Z % 3 "Z0.M90N W w t Z m .16,061 N \ W \ :x W W \ O F N C \ �N o N v Q W Nv \ N� � Q v W � r 17 � m V iI0 � N Z P 1� u) Lu W Z Vf O z ~ or •o Q N M «£S.t0.00S W 0 5 D] Z O 9� W — Li U O N > N W O SONVi aaUdidNn 1 [ E s - Z 161 � \ 9 a CG s I OoOO 1 T M 8 */L A t • ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT :., ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 _s ---=Y Memo to File From: Pam Quinn Date: 4/14/2004 Mr. Soil On -site Determinations for Lots 32, 37 & 43 Richmond Meadows Subd. On April 8, 2004 on -site determinations of soil conditions at the above lots was performed to evaluate conflicting soil reports submitted by Adam Schumaker and Shaun Bird. At 11:00 a.m. the weather /lighting conditions were acceptable, with temp. 50 °F, clear and. These determinations were requested by the property owner, Orenzo Oevering and the plumber /permit applicant, Dave Fogerty, who were present during the test pit excavations. Additional test pits were located next to borings on the original soil reports to better compare soil conditions in the tested areas. On lot 32 (see attached description) the soil profile contained massive sandy loams at approximately 36 inches below grade, which does not conflict with the soil tester's recommendation for using an at -grade system. What it did reveal, however, is that both Adam and Shaun likely misinterpreted the structure of the sandy loams: Adam called the sandy loam horizon a "2msbk" and Shaun uses "lmgr ". There apparently has been a misunderstanding between "structure" caused by handling samples of the soil during texturing versus the soil characteristics in situ. The soil, when chunks were taken out of the profile to hand texture, parted easily into "crumbs" that appeared at first to be subangular or granular in shape. However, these were not true peds that broke apart along planes of weakness , but fragments created by handling. The soil when observed in the horizon did not have distinct units of structure and should have been reported as "massive ". Two test pits were evaluated on Lot 37, since the sanitary permit has already been issued. Due to the current house and well location, additional tested area will be required to meet setbacks to the POWTS. A pit closest to Shaun's B2 did have a sandy horizon as reported, but only to a depth of 60 ", then underlain by a massive sandy loam. Unfortunately, the boundary between the sands and sandy loam horizon was very irregular, with tongues of sandy loam much closer to grade than 60 ". The recommended loading rate for this site would need to be lowered to adjust for varying pore space at system elevation. Lot 43 had conflicting reports, where Shaun's tested area (near the front of the lot) reported conditions allowing a conventional system and Adam's (closer to the rear of the lot) reported mottling at 32" with a mound system recommendation. Additional test pit B4 was excavated next to Shaun's B3 (see attached description) and massive sandy loams were encountered at 17 inches below grade. Weathered cobbles (break into smaller pieces upon disturbance) and oxidized iron deposits around individual gravel/cobbles were observed in the pit wall, but no mottling was identified to 68 ". Shaun's B3 description of sandy loam with "2mgr" structure starting at 18 ", then sandy loam "1 mgr" from 36 -110 ". Again, I think there was a misinterpretation of texture after a sample had been handled. Leroy Jansky, Dept. of Commerce Regional Wastewater Specialist, has been consulted on this situation and advised the zoning department to require on -site verifications for any lots with this potential misinterpretation on the reports. Obviously, one of the concerns is to make sure loading rates for the soils are not in error and allow undersized POWTS to be installed. For example, in December 2003, Lot 35 had to have its loading rate reduced to 0.3 gpd/sq. ft. when the installer encountered massive sandy loam at the system elevation. The sandy loam horizon was described on the soil report as "Imgr" with firm consistence. The zoning department will have a note placed on all soil reports with this type of description as requiring a design using the current code's soil application rate for massive sandy loam @ 0.2 gpd/sq. ft, unless additional soil testing proves otherwise. II