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HomeMy WebLinkAbout040-1271-90-000 � o � ° I r 0 O GF� n y a 0 Cam. — © (D N N x � Y C O) C 0 m a a a) c 0 m _O lL O N w �D 0 U � Q Q � N Cl) r Z it! o j c L z — £ � o ° N ° wl am N F- Z 0 E (D 7u 0 z 1r d Z c Z E a Cl) Cif co 0 c O CJ Q Z Z y� Z 0 cx m LO LO N c a y c � N i ` C a N N F_ co co H F - I - 3 O c O O O Z •N ;� li ►�`� a 0 0 N tl) J U ,, N O O Z o N N r- Z a 0 0 0 — , „1 N N ° y O M N a m W N N N O O -q N C O R O O C y N 0 � 0 h W � C Y O y a CL N N N i o f T 0 c m c °' co fir/ w N C 00 - r :3 N 04 r- O cu • O O N F - 2 CO 0 z N Z Cn � • E d a CL • eq C '2 d 3 `Iv w '� c rr�� L `�1 A ua2 o I RL o �r d c c a o m o a' o N x m 0 C N C y U Z a y CD o 0 0 0 0 0 0 O o 0 0 0 as G O t t IS a a 7 3 � a M z L, m m , w a a c c C O . to � �. *i V co co oi o L N N 04 O N m co w O N L r } 6� } QI M co O a O p M U M _ 110 a 0 o � n 1 •� c (D C� O _ -�- O 5 N 00 O �C V1 0 N N Cq O x Y ~ U O a Z Z N N EL a p V 9 o y 7 F- a a H 2 I�- a 0 � o o � W n O d N W Z Z 3 L, U �o 00 D _ O of I r ° V) Uw�n ° ovo �y o ii 2 O w a D o _ � 0- _ O Y H J H �o o �� O I � °° � Q F 0 LLJ U N �m ° Zz D F__ 2E _ )� L a Q <( Q n ° ] c� a - V a- C5 Cl) cn avW w �° ° O o w w� �pp " COm OQj Q _ �N ° N Ld � � O (1-)0 Q .1.t o 3 p W N ��I_ J� ��Q W `° N ,mac W Wr -j J fJ7 W Z W N W D Q ~ 0 U r M J — J m H W U OH = F- O O W ° Q W W Y of ° >z�zoo� ZmQ °w Q ° m QOOQw Q�tC7 QN ° O ZQ z�m ()� =J'SLMJ:1 p Z QU F ~ J J ° Q ° ° Z z J N Z Q � H O I— D O J Lj Q J Z O cn Z O2W W Z U W —IN d Q U J O Q d Z 110 L � J W LL H < J Dee Q mom �� z W S > LLj I S I I I a w J J VJ U cn U) F- W J H O „96 „62 „LS yl Wonsin Department of Cornmerce PRIVATE SEWAGE SYSTEM County: Safety and Buildings Division INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes (Privacy law s.15.04 (1)(m))• 384258 Permit Holder's Name: ❑ City ❑ Villag ❑ Tow^ of: State Plan ID No.: H nsen, Kevin Troy Township CST SM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: 1/ja l0d TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Z C)O J Wmark 3• l s /0 3- d Dosing Q Q Z Bldg. Sewer Y5 ?. 5'0 9�/ Z Holding t Ht Inlet 1036 3. 0 Z TANK SETBACK INFORMATION S"H Outlier TANK TO P / L WELL BLDG. vent to ROAD Air Intake Septic 3 / 5-y' NA Dt Bottom (paa Dosing -z > (� Z' NA Header / Man. 5 2 G r 3z If r. 0a Dist. Pipe rZ 9 1A U H ding Bot. System PUMP/ SIPHON INFORMATION (fMrrade Manufacturer ,��� Demand Model Number (fU 6/ y GPM q Z D -3 Z loo TDH I Lift 1E, Frictiof �, System / TDH/ Ft Forcemain Length 0 Dia. Z Dirt. To Well SOIL ABSORPTION SYSTEM BED /TRENCH Wilt Length No. Of re ches No. Of Pits Inside 'd Depth ( N 1 N � c IME Man SYSTEM TO P / L BLDG WELL LAKE / STREAM L AMBER SETBACK M e INFORMATION Type O i ---°- OR UNIT System: DISTRIBUTION SYSTEM Header /Man old Z / r Oirtribution Pipe(s) �� x HO )e Size x Hole Spacing Vent To Air Intake / Length_ Dia. Length �' Dia. / 9 Sparing S 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 y gs No Bed/ Trench Center Bed /Trench Edges Tgft ecti / COMMENTS: (include code discrepancies, persons present, etc.) qS p Gw, 1 1( � ( g 1 Yid f Location: 425 Windy Hill Road, Hudson, WI 54016 (NE 114 NW 1/4 2 T2 N 19W) - 202819 Troywood - Lot 30 1) Alt BM Description = 1�0 o{� 16weli �Wd, � y� 1 2.) Bldg sewer length = �7 , tv a a - amount of cover = >yz�, 3 " -_ S7 P S' = 9' Plan revision required? ❑ Yes t' No ILLS Use other side for additional information. FELI Oate Inspector ignature Cert N o SBD -6710 (R.3/97) i n 30GSS Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 Nvi O s jn Madison, WI 53707 - 7162 Site Address Department of Commerce i-{ 2T /- - ��'h�Y 0 ( �lc� Sanitary Permit Application Sanitary Permit Number 3 ,� y Z �5 In accord with Comm 83.21, Wis. Adm. Code, personal information you provid ❑ Check if Revision may be used for secondary Purposes Privacy Law, s15. 1 - i �• I. Application Information - Please Print All Information State Ptah I.D. Number �� y 3 Property Owner's Name f , 1 Number Kevt•n � - Sh et'� a a h Sep► `�,�-�`\� ,, � e , w Property Owner's Mailing Address nn `q , Location t7 v C.K (4 a v e h I✓ y . i • 1'ArI Gppx . -A y�; S.2 o T2 N, R / City, State Zip Code Number G l Lot umber Block Number wood W -V /M N �� 30 P p ubdivision Name CSM Number S � J l ._ is rl- ywood II. Type of Building (check all that apply) ❑City 1 or 2 Family Dwelling - Number of Bedrooms 3✓ ok per `t / ° Ct`w'P 6 Y9Qp� (]Village ❑ Public /Commercial - Describe Use Township - rk a Y ❑ State Owned Nearest Road 111. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. For Comity use - / a 7 O O 1 ® New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition stem Tank Only Eris ' stem B . ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) 44 ❑ Non - Pressurized In- Ground 2111 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 At -Grade / �tC 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. Dispersal/Treatment Area Information: = " 1 - Z d e Design Flow (gpd) Dispersal Area I Dispersal Area Soil Application Percolation Rate System Eleva Final Grade Required Proposed Rate(Gals./Days/Sq.Ft.) (Min./Inch) Elevation qso ✓ - k .5 ✓ ? 7,, VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank t000 W.'C SCI' CUNCtt7tC ✓ Dosing Chamber 6$o 690--1 f VII. Responsibility Statement - L the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) P1 ber's Signature MP/MPRS Number Business Phone Number 0 81 ?F 11 1 tJIMI 11 va� a ;� l v7.3 Tr;L r , i 0 2 1 Plumber's Address (Street, City, State, Zip Code) Al G'qef U U 5 ( 13e e cti Sc( ov3 VIII. County /De artment Use Onl Approved ❑Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) J Surcharge Fee) ❑ Owner Given Initial Adverse 2,S L Q� Determination IX. Conditions of Approval/R for Disapproval / .11 1 4666 "1e0 `�� r � 0 j !' � 4 .0ec stC'y pySTVic�iiK (ter 40 �2 Se ✓�icec �w�4tv��G(�v. / e� fie✓ PA&Kkt&Gtarert /[Gow�lreno�i io-v�5. Attach complete pleas (to the County only) for the system on paper not less than SM x 11 inches is size SBD -6398 (R. 05101) Safety and Buildings 401 PILOT CT STE C ,\ WAUKESHA WI 53188 -2439 TDD #: (608) 2648777 Vsconsin www•commerces i n.go v Department of Commerce , www•wisconsin.gov " 1 l Scott McCallum, Governor Brenda J. Blanchard, Secretary June 05, 2001 CUST ID No.221073 2y _ _�7TN: POWTS Inspector ` ZONING OFFICE DARRELL K HUBBELL ST CROIX COUNTY SPIA N6490 USH 63 ST 1101 CARMICHAEL RD BELDENVILLE WI 54003 HUDSON WI 54016 CONDITIONAL APPROVAL identification Numbers PLAN APPROVAL EXPIRES: 06/05/2003 Transaction ID No. 649393 SITE: Site ID No. 630671 KEVIN & SHEILA HANSEN Please refer to both identification numbers, ST CROIX COUNTY, TOWN OF TROY above, in all correspondence with the agency. WINDY HILL RD, TROY 54022 FOR: OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 795248 DISCRIPTION: 450 GALLONS PER DAY AT GRADE. 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: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "At- Grade Component Manual for Septic Tank Effluent for Private Onsite Waste Treatment Systems" SBD- 10570- P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). • 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 At- Grade component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. 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. • DARRELL K HUBBELL Page 2 6/5/01 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 $ 175.00 / FEE RECEIVED $ 175.00 If &?)- BALANCE DUE $ 0.00 THOMAS J PERKINS POWTS PLAN REVIEWER, INTEGRATED SERVICES WiSMART code::7633 (262) 521 -5064, FAX: (262) 537 -3623 , 7:30 -4:00 TPERKINS @COMMERCE.STATE. WI.US cc: HUBBELL EXCAVATING INC Safety and Buildings 401 PILOT CT STE C ` WAUKESHA WI 53188 -2439 TDD #: (608) 264 -8777 �sconsin www.commerce.state.wi.us/sb www.wisconsin.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary June 05, 2001 CUST ID No.221073 AYYN. POWYS Inspector ZONING OFFICE DARRELL K HUBBELL ST CROIX COUNTY SPIA N6490 USH 63 ST 1101 CARMICHAEL RD BELDENVILLE WI 54003 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/05/2003 Identification Numbers Transaction ID No. 649393 SITE: Site ID No. 630671 KEVIN & SHEILA HANSEN Please refer to both identification numbers, ST CROIX COUNTY, TOWN OF TROY above, in all correspondence with the agency. WINDY HILL RD, TROY 54022 FOR: OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 795248 DISCRIPTION: 450 GALLONS PER DAY AT GRADE. 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: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "At- Grade Component Manual for Septic Tank Effluent for Private Onsite Waste Treatment Systems" SBD- 10570- P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). • 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 At- Grade component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordanc wgi the requirements of Sec. 145.135 and 145.19, Wis. Stats.' ", p., j v y'u, y rf • Inspection of the private sewage system installation is required. Arrangements N. inspectl@'gj. *aW a made with the designated county official in accordance with the provisions of Sec. 145.20(2)(Wis. S�tl C 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. r DARRELL K HUBBELL Page 2 6/5/01 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 $ 175.00 � FEE RECEIVED $ 175.00 14 &-h- BALANCE DUE $ 0.00 THOMAS J PERKINS POWTS PLAN REVIEWER, INTEGRATED SERVICES WSMART code 7633 (262) 521 -5064, FAX: (262) 537 -3623 , 7:30 -4:00 TPERKINS @COMMERCE. STATE. WI.US cc: HUBBELL EXCAVATING INC I RECEIVED MAY 2 1 2001 RESIDENTIAL APPLICATION SAFETY & BLDGS DIV. AT GRADE SYSTEM 450 GPD INDEX AND TITLE SHEET OWNER KEVIN & SHELIA HANSEN ADDRESS 10107 BUCKHAVEN DRIVE WOODBURY MN 55129 LEGAL DESCRIPTION NE 1/4 NW 1/4 S 20 T 28 N R 19 W TOWNSHIP TROY COUNTY ST CROIX SUBDIVISION NAME TROYWOOD LOT NO, 31 PARCEL ID NUMBER 040 - 1271 -9 0 -000 INDEX AND TITLE SHEET PAGE 1 CROSS SECTION & PLAN VIEW PAGE 2 LATERAL DETAILS PAGE 3 PUMP & TANK DETAIL PAGE 4 PUMP CURVE CHART PAGE 5 PLOT PLAN PAGE 6 MAINTENCE PLAN PAGE 7 DESIGNER DARRELL HUBBELL LICENSE NUMBER 221073 SIGNATURE OaWegeeee PHONE 715- 425 -6517 DATE 5/16/01 AT GRADE COMPONET MANUAL SBD- 10570 -P (R.6/99) PRESSURE DISTRIBUTION MANUAL SBD - 10573 -P (R.6/99) ':�• cJ,r F O�Q� yes ��F • Page- 2 o 4 7 LG YI V1- ill Gvokk To be d om e 0 1, ve s tnpe or eh or 5,6 rc rh L 5� ' i > B ?5 le— Pvc Fo KmmkI N 2! 21 . Ur n W - A' _ �-- aisrA% TiaM LAtE.RAL -�- - des. p wa p > 51 1/6 B P1 L/6 1/2 B rs N M L l_ 00 F { ' CELL of rz mic -somr TE Ft . on �y,o�1' F'h•Sl� bbude N �� • PtPPRpVED SYM - MEnL Fabric Distribution Lateral S TABIL'I -t r, a Observation -- .,,,� 11 —Soil Cover Well 2' 2 11 ' �. ftbW LidER 2:51 A � . � 7 Yo SLOPE UP SCoPe r0 be pruded Orc 1-0 171 -eve „t pondl'nfr Plan View and Cross Section of Wisconsin At -grade Unit with a Single Absorption Area on a Sloping Site y i Page Of 7 Distribution Pipe Detail For A Four - Lateral Network O F eVIA TUK14 - U e Position Of Force.Main �,`, P A4CE Ss Ek, PVC Distribution Pipe Lo P M � � \ 2 �� °CGS o �� S� � WN / ,�\ pr,C IV p " H O ',.> Holes Equally Spaced erc PVC Manifold Pipe On Bottom S . 1 X Q, Fc ct b �s u. i l SraygQr X (� 0 t Last Hole Should Be Next To Turn -Vp P Ft. /dare 5 5 �� s 9Pm s -S Ft. I So 14a X 1 4 , 2 inche 'n ea h L oa i,'ei /?a 7` s - _T y S inches Hole Diameter Inch ---- -- Lateral Diameter, Inch(es) LaT l�o�'d �ioL�►►,e 16•z 4a� Manifold Diameter 2 Inches Force Main Diameter Inches / i Holes Per Pipe 7 Invert Elevation Of Laterals Ft. Pave q Of 7 S T ANK & PUMP CHAMBER CROSS SECTIrllj AN'D SP €CIF.CATrnyS 4 " CI VENT PIPE 12 11 tilN . ABO i L GRADE F. W EA THERPROOF 25 FRO DOOR, WINDOW OR JL'NCTTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT kANHQLE COVER W/ PADLOCK E FINISHED GRADE WARNING LABEL I L 4" MIN 18" IN. y�C•Z. QE6Eiid _ S. INLET WATER T16HT• SEALS SAS- { SEAL JOINTS WITS! AP PROVE D �aelle� 17o,, p07� —t-' APPROVED PIPE 3' B ' �.ON 3' ONTO PIPE PIPE SOLID � � SOLID SOIL C SAIL , � PUMP OFF ELEV . �V46 T. A - OFF L 1 ! U �dy.00� FL 3" APPROVED BE 6IN UWDER TANK CONdRtTE PAD SPXCIFICAT SEPTIC / DOSE S TANK MANUFACTURER: w - dyer conC - NUMBER DvgES PER DAY: TANK SIZES SEPTIC j0D O� GAL. DOSE VOWME INCLUJIA:C Oust GAL. FLOW g,� GAL.. e I.h0 MANUFACTURRRr: S T t R4 onbuS CAPACITIES: A = INCHES = 3VIsGAL. MODFI. NUMBER: 74 41- er I SWITCH TYPE: I'h .} pry rear B - 2 INCHES = GAL. PUMP MANUFACTURER: ZOel1e} C = j 77 iNcims z 15, 1 .5' CAL. MODEL NUMBER: iuo INCHES = 136 GAL SWITCH TYPE: hwr► v D g - r^ertt'yY F4nKt DrQSTUrn DISCH.ARC RA'C'E /,S GPM PUMP E ALARM WIRING AS PER ILHR 16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE . - FEET + MINIMUM NETWORK SUPPLY PRESSURE . • . ` FEET + SO FEET FORCEMAIN X 7 FT/ 100 FT. F RICTION FACTOR • . S U'LLT - TOTAL DYNAMIC Iiir�i0 - � 6Y .—ET INTERNAL DIMENSIONS OF PUMP TANK LENGTH WID DIAMETER . LIQUID DEPTH 17� 5a � /n by n,�N���turar SIGNLD' TE •nruOPD . HATE- LLV LFISL IRJ CIYC,. 1/88 PeS�a4' 7 �, HEAD CAPACITY CURVE TOTAL DYNAMIC HEAD' CAPACITY .� 3 fro a v, . MODELS "14014140" EFFLuEN1. AND DNATEr,wt FL Mgt. C.I. UM 14 5 1.52 91 3" - 3 7/e .. 10 - 3A5 84 316 + 12 15 4A7 76 20 �1 20 R10 as w 1 1/2 — 11 1/2 WT 2S 7.62 59 223 10 30 9.14 49 1115 30 - 35 10.67 35 144 40 12.19 21 79 8 2 n 45 13.72 5 19 Left VMM x 6 4 s/1e 15 � tTK159H1 4 4 r o 10 90 100 1 t0 2 9 9 3 7/9 61/4 5 19 m 4 0 3 7/8 U.S. t ALLt7t45 10 20 30 4b 50 60 70 110 LITERS e0 160 240 320 400 + D FLOW PER MINUTE 010910 1 1/2 — 11 1/2 WT CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alterrmalors, ford4*xsysterns, are aveieblearldstlpp6ed 1613/32 an alarm. • M9charucalaIterrwb3 0rdupiexsystiems .are avaiabiewilhorMritl�out alarms. • Control alarm systems are oval" for 1 pNm pampa used in simplex 4 e/06 system. See FM0732. -- �- MG M • Variable level cm*d switches are avalWe for conlM* single ! systems. • Double piggyback variable level float slwit.0w are avallalle for vat kiA SELECTION GUIDE level" cycle cortods. 1. Sk* q4B -b** v%w* ** tip s11McA of dwAts pig maws level • Sealed Qwil -ox avadabie for oMoor inslalle0orms. See FM1420, #slat WAIL m, baler 1 01110477. • Over 130T. (54°C.) special quohdtim r egtbxL 2. Medlaa"i a1WN& M -Pak 10-072 bP 10 -075. • Refer to FMM for 200° F. applications. 3. See FMO712 for correct model of Eleob l Altamdu E -Pair: 4. VakiebleWWmn6otaA*10fi22 mdasasxT *dadvdor,epeklfy dupteok (3) or (4 } float *,stem. S. Four (4) hWB 34 ak, p wki box, for wMoV t oaor Wir*d4Tm eimp u 140 Series - 53 lbs. 4140 Series - 73 lbs. at 2 pump operation, 104= 1409140••' MODW cwrot swecaon Mom lb" Verb P!1 Marti An" DWAx N140 N4VA 115 1 Non 116.0 1or165 2or3&4 CAUTM E140 E4140 230 1 Non 76 1or1d5 2or3a4 Ali11iW1i110nefmltrok pabcbondaYmandWjtV lfOkbedomby BN140 BN4140 115 1 Ndn 15.0 forl&5 Zor3&4 a qAkW Iikawd ei*C6ic= All electrical and aat*ly Codes should be BE140 SE4140 230 1 Nm 7.5 1w1&5 2 or3d4 to most re0Brtt !'ldwd Elecbtc Code {FEC) and fine — oaa. wpu�p. 9n1« aihsl. dlapiol�nlo4i.. w. olaserFalM1ao11orlphtar6leelebNW1ff EW 4X 0=4aftwl Sd*andM*alhAd(0W caeol T+� RESERVE POWERED DESIGN For WISUW condi M a reserve safety factor Is ettgineared into th design o f ev Zoder pump. GAL 7Ct P.Q. SOX 10347 Ladm1N,KY IO2b60347 AIrr119dlwr9d.. � alla?77mx 3040Qn9RurtRa6d 011i l0. tonhTtb K1(w4.190 AwrrRrN•a..S r Lam" faagl na -27at • i teoao a2aaarr+ f7tX(SM7743W �Q f; of 7 s r t� 30 oywvq i -qN� yt a F woods o 9d gi �3 H►' c, 71 _d o Li PC 6d RM �,w►� g� NovSe 9G•s� a xx �3 a TL to w e t t To be u St s o' Gam+ S y 5i , e*" 14ovSe 1'v b c utLc4sr 2S Fro sYsrev>7 13N, t Tul'oF iruv% P'•Pc et 1 00'0" 13'h.2 •• - rap aP or" f �n� p,•/� f t aG•oy Page - of 7 At Grade System Operation, Maintenance, and Performance Monitoring The owner of this system is responsible for the operation and maintenance of this system. In order to determine the working condition of the system, the owner should request various inspections of the system. NSA Taus system shall be operated and maintained in accordance with Comm 82 Wis. Adm. Cock, and shaft be maintained in accordance with the component manual used to design the system, and local and state rules. No one should ever enter a septic or pump tank since dangerous 1fses may be present that could cause death. Septic and pump tonic abaadonnuaat shall be in accordance with Comm 83.33, Wis. Adm. Code whoa the tanks mono longer used as POWT& components. Septic or pump tank manhole risers and cove=s daodd be inspected for water tightness and soundness. Access openings used for service and assossarent shall be scaled water tight upon completion of service. Report or replace as needed Access openings greater than 8 inches in diaunetesr shall be sawrod by an effective locking device to prevent ac cidewat or unauthorized emery. 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 acoa*nce with NR 113, WIS. Adm. Code. The opera ft condition of the septic tank and outlet fiber shall be - messed at lease tutee every 3 years by inspection. The outlet MW shall be cleaned as seoasaty to ensue proper opasion. The 61ter cartridge should not be removed unless provisions are malae to retain solids in the tank during cleaning of due fitter. If the lifter 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 arc not removed at the time of a inspection. maintenance personal shall advise the owner of when the =a service needs to be performed to maintain less than mwninnum scum and sludge aommulation in the tank. PLW TANK The pump tank shoal be inspected at least once every 3 years. All switches, alarms, and pumps dealt be tested to verify proper operation. If an d fluent filter is installed within the tank shall be inspected and serviced as necessary. DISTRIB_JMN CELL Influent quality may not exceed 220 mg/i BOD5, 150 mg/LTSS, and 30 :nWL FOO: Influent flow may not exceed taasdmum design flow specified in the permit for this installation The distribution cell shall be seeded and mulched as necessary to establish pamancat vegetation to prevent erosion, to aid in the function of the system, and to reduce Rost penetration . Vehicle aerie, except for maintaining vegetation, is not reconuneuded since soil compaction may hinder aeration of the soil and increase frost penetration. Trees and shrubs should not be planted on the distribution cell. Observation pipes widdu the dispersal cell d all inspected for effluent ponding. Pouding levels shall be reported to the owner, and any levels above 4 mcim considered as an impending hydradic failure requiring additional, more ftgwent monitoring. PRESSURE DISTRIBUTION SYSTFrM The pressure disc» bunion system is provided with a flushing point at the end of each lateral, and is re0000a�adsd that each lateral be flushed of soeamulated solids at least once every 3 years. A press= test should be conducted to determine if orifioea are plugged. Ckan the pus m lints and orifices as needed. CONTINGENCY PLAN Defective or failed components shall be repaired or replaced as needed to keep the system m proper. operating condition. r 7 0�'� a� s- /<zl 0 I Wisconsin Department of Commerce SOIL EVALUATION REPORT Page _l _ of 3 Division of Safety and Buildings In accordance with Comm 85, Wis. Adm. Code County 5T, ago 1 Attach complete site plan on paper not less than 8 1/2 x 11 inches to size. Plan must 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. ()q00 - 12 1 ' CI '- 000 Please print all information. Y Date Personal information you provide may be used for secondary purposes (Privacy Lew, e. 15.04 (1) (m)). T Property0wner Property Location Kgmt l R. i SHE N . NA N S>: - •6al Ill J= 114 A) 114 S 20 T 219 N R 119 p4&W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# 'O 10 10 -1 oe- 30 - wovo City State Zip Code Phone Number ❑ City ❑ Village X) Town Nearest Road WOo� u�- MN SSIZ9 ( - � �a�/ ► u11NA�! �1LLRfl� New Construction Use:14 Residential/ Number of bedrooms 3 Code derived design flow rate PO ❑ Replacement ❑ Public or commercial - Describe; Parent material l2 AC. AL— -r 1%-L 1 p t_D'1ZOC..1-, Flood Plain elevation if applicable General comments VEt .. and recommendations: AT- CP9.AC c SV STEM LARD W Cc f .A t F1 Boris # C] Boring �� `� ZpNMiCsOFF f , pit Ground surface elev. '?( .0 0 (t. Depth to limiting factor 37 In. C ;' '�oit' " ' i l ate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots- in. Munsell Qu. Sz. Cont, Color Gr. Sz. Sh. 'Eff#1 'E"2 1 0 -7 10\4f0lz sll 2I er -*1K A� cs vi-fA ors o.8 Z 7 -15 Z ( 2 r 6 3 -Vn p,� a,)S 3 13-1 0 4 3 Si GY% 5.bK ird C 1 4 4 • ill -31 0\4K Z Sit 2 -rN' W C- � W f ' -Cb 0, Q d� d Boring # Boring 3 Pit Ground surfece elev. Qg • s-,? ft. Depth to limiting factor �_L_ in. Soil )icalion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDItf 1 in. Munseli Qu. Sz. Cont. Color Gr, Sz. Sh. 'Eff#1 'Eff#2� I 0 -� \4K312. t L`{ -tmSbK M VTf 3 - 0 • S 0. C rd � C{ Z. 7-I *5 t, r' S ( y 2 rn SbK rnt r -vrt 6 -:5 ,1 V i Is i I M1 A W 2- 0- / 1, 2 \4 a( 2J -25 75`IRy�4 S OS ( Auk 2 - 0. 2 L 5 - 2.5 - 30 - ?.5\jVt /(0 s 0 5q rf\ I q.'� 30 - 5 '-I -- St1 mfr p 1 o,S 0 $ ✓ t — Effluent #1 = 800 s 30 220 mg(L and TSS >30 < 150 !L u D S 30 rrlg/L and TSS < 30 mg1L M " CST Name (Please Print) i n _ -. CST Number t�A ftLU S TE1� N&S °t'� 8 3 z Address Date Evaluation Conducted Telephone Number o tk987S (ova AJ 1: - jL \UEK F LL.A k ; 5' a,. Z 0�5- ptl 01 71.3 4 =1. - t _' Z5 i r Property Owner } pLI�SEN parcel ID # 040— 1 Zl 1 ` 1% - 1 0 1 00 Page Z- of 3_ F3-1 Boring # ❑ Boring pit Ground surface slay. _ Y"r,051 ft. Depth to limiting factor _ 31 _ in. Shc Iratlon is t XV Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRf in. Munsell Qu. Sz. Cont. Color Gr, Sz. Sh. 'Eff#1 'Eff#2 I 0- 11) K 3 )2- L Z rn S m v�r -1 41- in a.5 0.8 2 10 -17 3 /1 1 t• z f m -%)3K rn f 0.5 0 •25 10VK iI 1 -� -Msb m r CS Zf m . 0•3'� 4.25-37 1 V K /q Aff �t � 2 rh 0 S Vi D, 8 i Boring # ❑ Boring ❑ pit Ground surface slay. ft. Depth to limiting factor _ in. Soil App 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 F-1 Boring # ❑ Boring ❑ Pit Ground surface slay. _ ft, Depth to limiting factor in. Soil 'on Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOIN in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'E01 'E"2 Effluent #1 = BOD, > 30 1220 mg1L and TSS >30 5 150 mgA- • Effluent #2 = 800 < 30 mgA- 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. SBDUID (R.NOp) PLOf PLAN I PROPTRTY OMR: n15Er1 LAJ IAI Lece t?: �I, D I J� �C7aa f3M #1- dP F ors PiPE- M ED a NE W J 00.0'. w -T OF / "2 ON PIPE - S Eel 0- D.IZCAI ,C 0 .D -5011, DORIN 4 W/ PACM NO COMM 83 5ElVACK pf20 EM5 i TU 8r-- So . }pOLc�E ID fsE >24 �E COY A SS W OO p ¢f� 190 g6.dv' owl A� 96 5$ Blh Z � o. a ,PTO E,C�YE RU• X ir- �..Ju v V 1C. RoUAMG nA1E: _n4 —d► tea►,. wV/� �.1► � 1 x►��� lii /fFl�alrt s!!�,!!! //� �./r /JJI..J.,r�, _ _ �` u / /i/ F! /1 Flilj yr. += Pl! /sI /!f!/ /Irr s♦i.e/ //aiF.. lb .�► //� !1 !!!j ee =i f.� i ,-. -lr� !tj !I� tI` !!! I` / !,` • ,.,. ` jf� j�j� // f/ rt/ ✓mss'! ! ,!./ r /rs /f.♦ ♦ r I, F, f, !, s ./ F/! �I F ! 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(Verification required from Planning Depattmatfot ne*► Citylstate 6LUJI0JI 4..• 1 Parcel Identification . Number LEGAL DES�TTION property location ll' �s, W Y. _See. - T � � N- 4 W. Town Of T" Y Subdivision _ r o ry a Dct , Lot # 3 D Certified Survey Map-# . v Page # warranty Deed # 1 ;- 0 . .volume 6 :2 1 . .Page. # Spec house ❑ yes R na Lot lines identifiable ❑ yes ❑ no. ) r Improperuseandmaintcnanceofyourrept (csystemcouldrrmhmitsprenaariue etoi ivasws• -I e mists of VmMwg out the septic tank evmy three years or sooner, if needed by s licausedPuMPM What you Put into the system can.affeetthe functimof tbe.sep& tank as a treatment stage is �►aste d>spas jU p owner - agrees to submit to S3. CYMm Zoning p qwtmen t a won form, signed by the owiw- and_by a avtstGrPlombec .lo�Y�Plv�,restrictodplumber � slieer�odpua�tzrve�5►i��t(1) the ocs- sitewas�vaberdis�at system is_M pr%w operating ton dition and/or (Z) after inspection and pumping fif 80cessarYl fire septic is less man i!3 fa cu£slutdge. Uwe, to gndadpod have weaMe abovevegatements and awee to vaintak ae Privato seMPAisPosat systom With dw stMMI4s set fords, berein. as set by the Department of Commerce and the Department of Natant Resources, State. of W" sfttin gtbatyoulrwpticWtmhasbommmummed,nmse.bovompkW=dwwxwdta-dieSL OPMX County 7AM9 Of BOO da of the dzmr expiration date: 5fL3NATiJRL OF APPLIGAWr DATE O _ VL R LtiR A . O I (We) e y that ail statements on this form -are true to the best of my (our) knomledga. I (we)-am, (am) ft owner(s) of desrn _ above, by -vim of a recorded=* Register of Deeds Office. � � a SI TU O LICANT DATE *"-A* - Any information at is mis- represented may result in sure sanitary.permit being twrttked by the Zoning Depazt • that •• Intrude with tbb 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 I . -•�• �� i .:z a.-a.a aiu sLUVLav UMU nUDDGLL . 649096 - VOL 166D 221 KATHLEEN H. WALSH_ REGISTER OF DEEDS ST..'CROIX CO., WI Document Number Document Title RECEIVED FOR RECORD St. Croix County 06 - 22 -2 10 :40 AM ZONING AFFIDAVIT Occupwgy A�if vii EXEMPT I CERT COPY FEE: f COPY FEE: 2.00 1 \ 11.E LA TRANSFER FEE: RECORDING FEE: 10.40 Name — (Owner) Typed or printed PAGES: i being duly sworn , states, under oath, that: 1. He/she is the owner art owner of the foll wing p arcel of1� located in St. Croix Co ty, Wisconsin Volume , recorded in Voe G 2 e Page [ � Document NumbeL St. Croix County Register of Deeds Office: Record Area A psrmt oflan&located for t of the W'f, of Section Q Nom►• and Return Address D T -� N - R _ I Q W, Town of TI'O Y . St. Croix �T' �.� / �5 /l County, Wisconsk, being duly described as follows (include lot no. and / �� �/U• J,�GI subdivision/CSM or deta I 1 description): �- �� 1 - l `'�� l..L�000 ©`'�0— �•�7�� — '4 Parcel identitication Number (PIN) As owner of the above described property, I acknowledge that the septic system serving this residence is sized for a -L bedroom home, or a design flow Vo gpd. The design, Bow is calculated by assuming 150 gpd for 2 individuals per bedroom. There are currently _ occupants living in this residence; G occupants are permitted based on the design flow. Therefore the septic system serving this residence is code compliant. However. I understand if are intantionsto exceed the number of permitted occupants, the system will - need to be modified to ac comodate any increased Wastewater flaws and/or contaminant loads. I also acknowledge that t will make this information a vailable-to- any future parties interested• In purchasing this property. St)ethis 1 day o �� . lift NoWVPWM t t AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) )ss. authenticated this day of St. Croix County. ) • Personally came before me this � or ZOo/ the above named TITLE: MEMRER STATE BAR OF WISCONSIN (if not to me known to be the person(s) who executed the foregoing authorized by § 708.08, Wis. Stats.) instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED SY Notary FFIbiblic. State of Wis con sin (Signatures may be authenticated or acknowledged. Both are not My Commiss*4 is nnanent. If not, state expiration date: rtecessary:)..� ; Date: GOD! "THIS PAGE IS PART OF THIS LEGAL DOCUMENT - DO NOT REMOVE" ^ r�,1 ; r rrurst LWrrpteted by sabmi ter. doctrmentiltte. named return address. and EW (it tegafiecl). Ckher iMaar►etiorr aar�tae the ace leagel description. ate. maybepiaced on this" firsf pepeof Owdocumertt or may be"ptaced on addXbnel popes of the _ Use of cmw page adds am page to yourdocament arrd 3= to lire mg2a irta fee. 102sconsin Statutes, 59.517. t • ctt1 ST CPO X COMTY OldlfdG OFFK;E STATE I;AAF - H9 PA FORLt- Z-t998 6743�6 WARRANTY DEED KATHLEEN H. WALSH Document Number REGISTER OF DEEDS ST. CF.'fJIX Co., WI This Deed, made between Humbird Land Corporation, a Min Cor _ — — — — - RECEIVED FOR RECORD 11:30 AM W RRANTY DEED Grantor, and K P- HA NSEN AND SHEIL H. H ANSEN,HUSBAND EXEMPT It AND WIFE -- — - -- CERT COPY FEE: - -- - - - - - -- COPY FEE: — — -- — — — — —.— -- — —._ TRANSFER FEE: 269.70 RECORDING FEE: 10.00 Grantee. -- - -` - - -- PAGESU - i Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. C roix County, State of Wisconsin: Recordinp Area Name and Return Address LOT 30 TROY WOOD,TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN, subject to a temporary limited casement rescived by Grantor for � the right of Grantor and or its contractors or assigns to have ingress and egress I(r XJ7 onto,across and over Lot 30 for the purpose of completing the following features called for in the plat and construction plans for Troy Wood: roads,drainage ways,storrnwater retention ponds,seeding,erosion control and 19.1506 1 _ qa on Pa rcel installation of utilities.Said temporary limited easement shall laminate u the Pa 1 yo - � � — p P arcel I dentification Number (PIN) occurcnce of all of the following three conditions: 1) the completion of This is not_ homestead property. construction and installation of the aforementioned features, 2) the approval and (is) (is not) acceptance of the above features by the Town of Tray and by St. Croix County, 3) the receipt to full by Grantor of any and all escrows or construction performance guarantees deposited by Grantor with the Town of Troy and or St. Croix County. Exceptions to warranties: Subject to easements,restric6ons,covenants and rights of way of record, if any. The warranties of this deed, either expressed or implied are limited by the grantor to the grantee, or anyone in the chain of title, to the consideration expressed herein, that being the sum of $89,900.00. Dated this — 9th day of Apr 2001 Humbird Land Corporation - - -- ' ny._ re sident Aust J. Bail — — AUTHENTICATION — ACKNOWLEDGMENT STATE OF WISCONSIN ) Signature(s) -- --- -- Ramsey -- County.) — - - -- Personally came before me this 9th _ day of authenticated this — day of -- Apr ' 20 0 1 _ the above named Austin J. Baillon TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person(s) who executed the foregoing (If not, __ instrument and acknowledge the same, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED DY pp17UW, HAILLON —_— ' Paul A Baillon leTARYPUaIIC- I oos Notary Public, Stale of Wisconsin (Signatures may be authenticated or acknowledged. Both are not My Cormnission is permanent. (If n8 , s e expiration date: necessary.) January 31 2005 • Names of persons signing in any capacity should be typed or printed below their signatures WARRANTY DEED STATE BAR OF WISCONSIN FORM No. I -1998 INFORMATION PROFESSIONALS COMPANY FOND DL LAC. WI i WEST LINE OF THE NE1 /4 OF THE NW1 /4 \ 4d2. \ Z ; - - - - -- ----- - - - - -- j \ O \ N,a �•ar 70, v 49 Lgv J iii - / ° W i ig Np �� \ ��e / m 1 � _ co n / N►� I N A ' er 1348 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Gustum Septic Service Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference pant (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I. D. _ _ pending Please print all infoMWf Q t ; 7 Reviewed By Date Personal information you provide may be used for secgr+daryses (Privacy Law, S. 15.Od (m)). Property Owner 1 L, V i f C - PropertpLocation Humbird Land Corporation Govt., Lot NE 1/4 NW 1/4 S 20 T 28 N R 19 W Property Owner's Mailing Address / ih Lot # 1 Block # Subd. Name or CSW 332 Minnesota Street, East 1404 i Y!i ' } ue 3© ` n/a Troy Wood Subdivision City State Zip Owe Phone N Uix uN*Y ' :C' _f Village ✓i Town Nearest Road Saint Paul I MN 1 5510, _ ,6`3UQQZ'5 Troy E Cove Rd /Windy Hill Road 01 New Construction Use: y_1 Residential'71Vuotit�erbi�dtys /3 Code derived design flow rate 450 GPD J Replacement Public or comrnieTciel:- bia6rib ie.- Parent material loess Flood plain elevation, if applicable n/a General comments and reccornmenclations: Part of 2.17 acres. BM #1= 100.0'. BM #2= 98.4'. Recommend mound system along 103.0' contour. P64 from preliminary boring work done 5 -5-00. [ F6�4 Boring # j Boring Pit Ground Surface elev. _ 103.3 ft. Depth to limiting factor 26 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz *Eff#1 *Eff#2 1 0 -8 10yr3/2 none sil 2msbk mvfr as 2f,1m 0.5 0.8 2 8 -12 10yr3/4 none sil 2mpl mvfr cw 1f 0.0 0.2 3 12 -26 7.5yr4/6 none stoney sil 2msbk mvfr cw - 0.5 0.8 4 26 - 5yr4/4 S gg /2 sil 2msbk mfr cw - 0.5 0.8 5 34-45 10yr5/6 none UWB m mefi - - 0.0 0.0 Plowing must be 12+ inches to disturb platy structure. Boring # J Boring 1/ Pit Ground Surface elev. 103.3 ft. Depth to limiting facto S 25 in. al Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft *Eff#1 *Eff#2 1 0 -9 10yr3/2 none sil 2msbk mvfr as 2f,lm 0.5 0.8 2 9 -13 10yr4/4 none sil 2msbk mvfr cw 1 f 0.5 0.8 3 13 -20 7.5yr4/4 none gr. sil 2msbk mvfr cw - 0.5 0.8 4 20 -25 7.5yr4/6 none gr. sl 2msbk mfr cw - 0.5 0.9 5 25 -35 5yr4/4 c2 -3d 10vr7/2 sl 2msbk mfr - - 0.5 0.9 7.5yr5/8 * Effluent #1 = BOD 5 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: CST Number Tom Gustum 227618 Address Gustum Septic Service Date Evaluation Conducted Telephone Number N13450 937th St., New Auburn, WI 54757 11/18/00 715- 658 -1344 Property Owner Humbird Land Co ration_ _ _ _ _ _— Parcel ID # pending -_ _ __- -_ - -- - Page _ 2 - _of 3 - - F2 Boring # Boring — — _ - 101.0 ft. Depth to limiting factor 20 in. 16 Pit Ground Surface elev. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _GP_DLtL -_ `Eff#1 •Eff#2 1 0 -10 10yr3 /2 none sil 2msbk mvfr as 2f,1m 0.5 0.8 2 10 -13 7.5yr4/4 none sil 2msbk mvfr Cw if 0.5 0.8 3 13 -20 7.5yr4/6 none gr. sil 2msbk mfr Cw - 0.5 0.8 4 20 -30 5yr4/4 c2 -3d 10yr7/2 7.5x /8 gr. sl 2msbk mfr - - 0.5 0.9 ❑ Boring # J Boring Pit Ground Surface elev. ___ __ -_- - - ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= •Eff#1 *Eff#2 1I � F-1 Boring # I Boring _f Pit Ground Surface elev. ___ . _._ _ ft. Depth to limiting factor in. 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