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HomeMy WebLinkAbout026-1160-21-000 Wisconsin Dephrtment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix • Safety and Building Division INSPECTION REPORT Sanitary Permit No: 453003 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: LeQue Builders LLC I Richmond Township GZ &- // - 21— CST BM Elev: Insp. BM Elev: BM Description: Se ion/Town /Range ap No: ived,C-c ioo, C ST 23.30.18. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer 4.17 Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic� Dt Bottom Dosing Header /Man. Aeration Dist. Pipe s 7. y 3: 33 Holding Bot. System FinaH6t�►de c- a . b PUMP/SIPHON INFORMATION .�• S �.�a 5 f L `'� 9 Manuf cturer Demand St Cover GPM Model Nu er TDH t on Loss System Head T H Ft F rcemain Length Dia. r SOIL ABSORPTION SYSTEM BED /TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: t UNIT Model Number 1 v pry 7 , G_ ,� ^ Q y CC , /7 (/ rg bC i 1 v DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake] L _ , f Length Dia Length Dia 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 .ti ` I Bed /Trench Edges �_ Topsoil — Yes +' No Yes No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: S / ( 8 Inspection #2: Location: 1327 146th Avenue New Richmond, WI 54017 (S 1/2 NW 1/4 23 T30N R1 8W) Whitetail / Meadows Lot 21 Parcel No: 23.30.18. 1.) Alt BM Description = l�j � 2.) Bldg sewer length =? t - amount of cover =;� ► �, c� Plan revision Required? Yes No Use other side for additional information. SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No. I Y S Fi Safety and Buildings Division County 201 W. Washington Ave., P.O. Box con sin Madison, WI 53707 - GO Sanitary Permit Number (to be filled in by Co.) Department of , Commerce (608 ` G 53 0� Sanitary Permit Applica ion qc� 5 tio�4 Ata Plan I.D. Nu her In accord with Comm 83.21, Wis. Adm. Code, personal info lion y J r�icll 711 may be used for secondary purposes Privacy Law, s15. (1)(m� O OVN Pro ct Address (if different than mailing address) 20 \X F\GE T 1D I. Application Information - Please Print All Information ZON\ 1 -3 ' ' " e Property Owner's Na me t Parcel # of #ai Block # � LL _ u� Property Owner's M ailing Address Property Location City, State Zip Code Phone Number 11k,Secdon r� J S v S T �4v; R le i or ,/ II. Type of Building (check all that apply) 1/� 1 or 2 Family Dwelling - Number of Bedrooms Subdivision Name CSM Number ❑ Public /Commercial - Describe Use p m�yf o; ❑ State Owned -Describe Use 3 / ST C � 1, D �t DCity_ ❑Village Township of I nc� III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A, V New 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) Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter # / ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line Gravel -less Pipe ❑ Other (explain) 9: S — ` V. Dispersal/Treatment Area Information: Desi n Flow (gpd) Design Soil Application Rate( sf) Dis rsal Area Re uired s Dispersal Area Proposed s System Elevation SPd Pe 4 0 Pe Po (0 Y / ° i oc I a o ga t? VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plasti Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic Holding Tank y( ') S Aerobic Treatment Unit .I I e ✓' Dosing Chamber t � VII. Responsibility Statement- I, the undersigned a responsibility for ins of the POWTS shown on the attached plans. Plumber's Na me (Pr n Plu�,ure /MP umber Business Phone Number 3 7 1 `7 (S (p Sl3S Plumber's Addre ss (Street, City, State, Zip Code) 1R109 1� S o VII Count Department Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued suing Age Signature ps) Surcharge Fee) p El Owner Given Reason for Denial 1R SO , IX. Conditions of Approval/Reasons for Disapp_roval / SYSTEM OWNER. 1 ep Ic an , nt filter and dispersal cell must all be serviced / maintained �2e� as per management plan provided by plu mber. �rwM, . �3• f 2. All setback requirements must be ma nTained as per applicable code /ordinances B V3 Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size : SBD -6398 (R. 01/03) $ cy LA - TV ON I Qom✓ L X - t L7� —? ►1 _1 I -- ----- c�cv S O -- - - - CD j� i CL r7 I I , I j ! , : : • i i , i. � I i I I - � w - -- V _ ! 1� I r i I I I NO cx� i I Dta _ L a Sd m J2 rS �� �➢-�I- .�� a4 _S`�o Q li D s/ \ r _ _\, y It a 67 �' t � � �J J -�•- -. , ', i ' � �, I __ - __ _ _ __ _ _ � _ _. L_. _ ' -- ' - i 1 I i � � + ' -- -, I _ _ � _ �!_ - _ �- - �- _ __ _. i _ _. _ _ __.__ _ _ __ - -- ', I� , i I, _ _ i _ _ ' - I i __ �__ -. _ _ - -_ __ __ __ _ _ _ _- - j _ _I __ _ - � ', l I LC. f EZ12031i _ I3 star ! rrr *rs • 6 � r.f• 'rrr � r•rrr 4 .61 a a •sue ♦r. 1 r s rr J •r h � F rrr +is • � ♦ i*��' rr rrs �� � fi2C�. l�i.�.. r ' - '24" t %aim -- -- oaa ��) � L:L � L6` t G v ruin Efl gape rata, Srk t3 p of ^� Vow as �YY4 .� r t> VW#.M t r7 R f j ` z. _ �2Z n S, t a �1, t•'T"` ouftwe At b,,'M'M 00 f QANF( °i ► c�arq to Er 36 3 OQ 0,422 Q got Qto$ t Rv`vecw �y 1 C.7t 3 - o E !!f Tryr� Area og K rEp Tr e ggregQte -� E ?I 203H Ystem � r/ ---- — ----- 65 on strial --4 IV «u Wisconsin Debartrrwnt of Commerce SOIL EVALUATION REPORT Page of 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 inches in size. Plan must include, but not limited to: vertical and horizontal refetence point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and jocation and distance to nearest road. Please print all information. viewed Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Govt. Lot 1 /4 S N R d E( W Property Owners Mailing Address Lot # Block # Subd. game, or CSM# City State 4 Zip Code Phone Number ❑ City ❑ Illage own Nearest Road .S t ) 2 Ar s New Construction UsaResidential / Number of bedrooms -3 Code derived design flow rate `l GPD ❑ Replacement /❑ Pupliq or commercial - Describe: _ - - -- — - -- Parent material �/ F Plain elevation if applicable " ft • General comments zlM.� ! �• 7 2 , © S and recommendations: S�i/C�,� /ill! / / i , �� �j /!.�`I/ Ul El Bori ng / � � # Ground surface elev. ft. Depth to limiting factor L in. It Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. �} - Eff#1 •Eff#2 a Boring # jBodng Pit Ground surface elev. �� ft. Depth to limiting facto tn. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 0- 1 - L ' 9 - o- 5 L ` 2rn- S 3 • Effluent #1 = BOD > 30 220 mg/L and TSS >30 11 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 rrKA CST Name (Please Print) na CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 017 .— 715 -246 -4516 I a� Property Owner — Parcel ID # Page Z– of Boring # ❑ Boring Aj J it Ground surface elev. ft. Depth to limiting factor /1 — in. 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 i o !i S` Z r es 14.VL t C y _ 'z F-1 Boring # El 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 GPDM in. Munsell Qu. Sz. Cont. Color Gr, Sz. Sh. 'Eff#1 'Eff#2 Bo ring F Boring # a ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil 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 = BOD. > 30 1220 mg/L and TSS >30 1150 mgA- ' Effluent #2 = BOD < 30 mg& 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 (rtAW) Soil Test Plot Plan William Stock/Steve Dalton Project Name e a ton Shaun Bird Address 1748 112th St. New Richmond Wi 54017 CSTM #226900 Lot 21 Subdivision Whitetail Meadows Date 8/15/03 S 1/2 N W 1/4S 2 3 T 30 N /R18 W Township Richmond R Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 92.7/92.0 *HRPSame as Benchmark Alt. BM Top of 2" Pipe @ 100.2' Please note: Installer must verify all lot lines and setbacks before installation. 172' Property Line Scale is 1" = 40' Alt. B unless otherwise noted 150' 4 ' 90' -2 97' B -1 30' 95' Please Note: Tested area 45' % may not be suitable for B -3 Slope desired building area. h C eck system location before excavating. 530' Property Line ~ ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM II Owner/Buyer L °e- Q &.k I i (d �S LL-c Mailing Address k I H i 17 ''� A k, S Property Address cw (Verification required from Planning Department for new construction) City /State Iti'-2; �'& rL of� �j ) Parcel Identification Number 0A(, - - ci n 0 c-) LEGAL DESCRIPTION AWnrj Property Location S _Wu 1 /4, Sec. , T_3N -R Town of Pt Subdivision �� ) Y� co 1 ) , Lot # Certified Survey Map # Volume , Page # Warranty ed 7� a SOCo e tJ' # (� . Volume ...� . Pa ge # T Spec house( yes ❑ no Lot lines identifiable yes ❑ no SYSTEM MAINTENANCE 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. 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 the three year expiration date. h J - A /0 SIG A 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 property described above, by virtue of a warranty deed recorded in Register of Deeds Office. - T)'--A" 1�1- Q /O SIG OF APPLICANT DATE * * * * ** 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 2506P 033 - 7 s- �41 STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS Document Number ST. CROI X Co., WI This Deed, made between Dalstock, LLC RECEIVED FOR RECORD Grantor, 02/09/2004 09:45AN and LeOue Builders, LLC WARRANTY DEED Grantee. EXEMPT 11 Grantor, for a valuable consideration, conveys and warrants to Grantee REC FEE: 11.00 the following described real estate in St.Croix County, State of Wisconsin TRANS FEE: 123.00 (if more space is needed, please attach addendum): COPY FEE: Lot 21, White Tail Meadows. St. Croix County, Wisconsin. CC FEE: PAGES: 1 Recording Area Est een & Ogland 304 Locust Street Hudson, WI 54016 026 - 1068 - 90-000 Parcel Identification Number (PIN) This is not homestead property (is) (is not) Exceptions /{ warranties: Easements, restrictions and rights -of -way of record, if any. Dated this 1 day of February 2004 T Dalstock, L ^ i ____---- __ — _ -- — __B1LL_ _S10CK__..__ STEVEN .M DALTOhI AUTHENTICATION ACKNOWLEDGMENT Signature(s) Dal stock, LLC By: BI STOCK AN D - -_ STATE OF ) _ STEVEN M DALTON ) ss. _ _County ) authenticated this y of Feb ruary 2004 - — -- - Personally came before me this day of --�" the above named * Kristin Ogland TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Slats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Attorn Kristina O land H udso n , W_ I 54 _ _ Notary Public, State of My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) — -- — — _ -- ) * Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals Co., Fond du Lac, WI STATE BAR OF WISCONSIN 800.655 -2021 WARRANTY DEED FORM No. 2 - 1999 f Page of POWTS OWNER'S MANUAL & MANAGEMENT PLAN ' IffoRMAT10N S YSTE>Mt SPECEF1CATt©Ns tivrner � Tart: Manufacturer ,1J a �S� r-s ❑ NA � Permit #► 6�3 O O 3 Septic D Dose fl Holding vol- c' DEEM PARAMETERS Ta Manufacturer Number of Bedrooms ❑ NA ❑ Septic ❑ Doss ❑ Holding veal. gal Number of Public Facility Units NA Effluent Filter Mwwfacuxw - ZA 'o— ❑ NA Estimated (average} flow 4L C' gMANM Effluent Filter Model A p C7 Design (peak) flow a (Estimated x 1.5) C) Pump Manufacturer 0 NA Safi Application Rate Pants Model Standard (utfiueratEfflusnt Ouallty Monlhiv a'veralle' P labsatrruant Unit ❑ NA Fats, Ofi & Grease (FOG) 530 mg/l. p Sandn3raval Filter 0 Peat Filter Biochemical Ox"m Demand (BOD 5220 mg& ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids fTSS) SA 5 0 mgtL El Disinfectiat 0 Other: Pretreated Effluent Quality Monthly average Manufacturer Biochemical Oxygen Demand (BUD 530 mg/L Dispersal CON(II) E3 NA Total Suspended Solids (TSS) 530 �!< NA (n- Ground (gravity) E3 in.-Ground (pressurized) Fecal Gofiform (geometric mean) SIEf` cfsJiO0AONA 1 ❑ At -Grade ❑ Mound Maximum Effluent Particle Size � Y, in die. ❑ Drip -Li(e ❑ Other: Other: 0 NA +Vskos typical for domestic wastewater and septic tank eftluert. Other. 0 NA MAINTENANCE SCHEDULE Service Event Serwim Fratluency impact condition of tank(s) At least once every: monttyts) I Mexhimm 3 > ) [3 NA (When combined sludge and scum tank volume one -third (YJ of ta volume p NA i'turrup out contents of tarrk(s) ❑ When the high water alarm bi activated Inspect dispersal caft) At least once every: mor is ((s) (Maximum 3 yarns) ❑ NA Clean effluent filter r At least once every: mou ls {s) ❑ NA ❑ month(s) ❑ NA Inspect pump, pump controls & alarm At least ones every: D s) Flush laterals and y D yew(s) test At least once every: ❑ ew(s) [I NA Other ❑ month(s) 0 NA WWII At least once wwwr p years) _ ❑ NA MAINTENANCE INSTRUlC71IONS Inspections of tanks and dispersal cells shall be made by an individt>al carrying one of the following licenses or certifica m� ) Hearst Plumber, Master Plumber Restricted Sewer, POWTS inspector; POWTS M a i n t ainer S Ser vicin g O per ator Tank inspections must irwkida 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 scut( and a check for any back up or ponding of effluent on the ground Mace. The dispersal cell(s) shall be visually inspected to dseck the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The podding of effluent on the ground surface may indicate a failing condition and requires the immed notification of the local regtIatary aurttority. When the combined accumulation of Mudge and scum In any treatment tank equals av~ -third (Y or more of the tank volume. the entire contents of the tank shall be removed by a Septa" Servicing operator and disposed of In accordance with chapter NR 113, Wisconsin Administrative Code. AN other services, including but not limited to the servicing of effluent filters, machmicai or pressurized components, pretreatmen units, and any servicing at intervals of S12 months, shall be performed by a certified POWTS Maintainer. A service report shell be provided to the local regulatory authority within 10 days of carnpbition of any service event. GMW (2 /n21 Page �L_ of , START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other chemicals that may impede the treatment process and /or damage the soil dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shag not occur when soil conditions are frozen at the infiltrative surface. During extended power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal ceg(s) in one large dose and may overload them resulting in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump 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 absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) discharge; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener 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 property and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. The contents of of tanks and pits shag be removed and property disposed of by a Septage Servicing Operator. + After pumping, all tanks and pits shall 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 compliant replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot !pies and 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. ❑ A suit b rapt ent area not availabi ue to tback and /or soil limi do S. Barr g advan in POWTS A l l' a hol i tank m be installed a a st res replace failed WT h n t n ev uated ide a s ita acem nt a a. pon fai of the OWTS a s site 'on t be rmed to to at a s, tabl r a ea. i o replacement area is available a holding tank insta as a last resort to replace the fail POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed 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 LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAiNE.R Name " Name Phone 715 Phone SEPTAGE SERVICING OPERATOR ( PUMPER) LOCAL REGULATORY AUTHORITY EP llama (� r d/) 1 °ne `7 1 S This document was drafted by the staffs of the Green lake, Marquette and Waushare County Zoning and Sanitation agencies in compliance with chapter Comm 83.22(2)(b1(1l(d) &(0 and 83.54(1). (2) 6 (3). Wisconsin Administrative Code. r t 1 3R Ri Y � � Sig 90 10 N e� } O w p � N N Y / 0 V1 9 w V I O � •, ._ �` � F of i i 90 g �s 9 $ , s $ ti s— c7x3cr o0 N Oa?9'28'W 6 36.1 F a � 1: � �« g � I -� —�— k •Pte � A H 1� 1 : _ ... _- ,� _ � '� �'f ��� 1 � £ E z 3 � � I � b! ► $� . -�� -�� � � � q t tc MR ` Cy a' o j G aI jE i�b2 - JZ Nis � .0 A 3��° shJn.. �I 'et� t9 11¢a,.'ra � i ! p iF • o o� ��I ���� 'ti�a3� , 3; >r \ � � ��. { n A a u LLLII l I I I Iu�I Esi3t5t� �p "�`. 1� �, ,,,^ ..:• I,.� � `; � Y '. 1 S � O_ r A19N m ar mucA im o (n � m nw Arac Uz i c I CA Pa ;8 2 � ^� ,� �\ /\: . — '•fig - .19 '9f` �� - -- 5 D V 't L 3 O a �N. `��,y��•,r`�g .'K ELI i 4 — _ _ r� d ¢���' yn`���� —'J— — 6 ���+• a al M ............ �. m G _i /o +r PC AIBt/C ip7 NJtIE ,R£ I I ., I ��•. ._ - - _ `' p !7 Y ti � _ lip Or MBn o � a . �• . �. %4r• w fr ? li t pp -fir X w 3i t . J X ° / NOOT7Y9'W : � N99777N'W �- 16S27Y !pa• 214' 139 \ JY 79' lJTt93• 500'27'26'E 132293 AaWyAam !p [e. _ _ -- MpZY29'W I77Q98 - +... I f eo n,/ a hl�,rov iTEQ Vi Q �-- t ltrL -TiEC I I . '' f�nfn -1 � ��c, ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT a a a ■ a a Soon ST. CROIX COUNTY GOVERNMENT CENTER - 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 Memo to File Frorrw Pam Quinn Date: 4/15/2004 Re: Sandy loam structure misinterpretation on subdivision soil reports Recent soil on -site determinations have brought a problem to our attention. During these on- sites, borings were excavated to confirm soil conditions where two conflicting soil reports had been submitted for zoning department review. The soil profiles, evaluated by myself, Dave Fogerty, and Dave Steel (all certified soil testers) differed from the original soil reports in that massive (structureless) sandy loams were encountered in horizons that were described as having either moderate, medium subangular blocky (2msbk) structure by Adam Schumaker or weak, medium granular structure (1 mgr) by Shaun Bird. 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 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 ". Massive sandy loams have been assigned a soil application rate of 0.2 gpd/ft with the code changes in Comm 83.44 -2, effective as of 2/1/04. The application rates listed on the soil reports were higher due to the structure having been described as either weak or moderate, which affects the calculations for sizing of POWTS distribution cells. 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 of Richmond Meadows subdivision 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 had been described on the soil report as "lmgr" with firm consistence. 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 soil reports. All soil reports with this description will be required to use a design based on the current code's soil application rate for massive sandy loam @ 0.2 gpd/sq. ft. unless additional soil testing proves otherwise. 0 y O 3 v n ty O C N O fb 0 d ... CD 3 : n i Z 'w p ° Cnn m w ` • wp =rw i-4 a p N O C 3 ° Q ID o °' co j a ` 1 CD m c a Si 0 o C cn z D m a � tom. 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