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HomeMy WebLinkAbout026-1135-19-000 Cu- cq Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix (i , Safety and`3uilding Div��ion ' L INSPECTION REPORT Sanitary Permit No: 430028 / 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)(rn)i. Permit Holder's Name: City Village X Township Parcel Tax No: P.C. Collova Builders, Inc. Richmond Township 026- 1135 -19 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: daj4a . � gZ 24.30.18.949 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. o; •2S Septic Benchmark $ b© 0 3 `S Dosing Alt. BM 5 � oI. 3S Aeration Bldg. Sewer .9 96. Holding St/Ht Inlet TANKS TBACK INFORMATION SUHt Outlet $ �l'S•`�Sr TANK TO P/L WELL BLDG. [ Vent to Air Intake ROAD Dt Inlet Septic ' t' d _ Dt Bottom Dosing Header /Man. Aeration Dist. Pipe s O Holding Bot. System I(.� I l 10 • IS PUMP /SIPHON INFORMATION Final Grad BZ -+. too 9�• �5� Manufacturer GP and Model Numbe TDH Lift Fri oss System Head TDH Ft Forcemain gth Dist. to Well SOI RPTION SYSTEM s REN idth Length No. Of Trench PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 2 1 93 - }s 4A. • SETBACK SYSTEM TO I P/L JBLDG WELL LAKE /STREAM LEACHING Manuf rer: INFORMATION CHAMBER OR 1 Qt Type Of System ` ! � ! UNIT Model Number: to DISTRIBUTI . ON SYSTEM Header /Ma ' I Distribution x Hole Size x Hole Spacing Vent to Air Intake t{ Pip(s) Lengt Dia Le Dia pacing 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] Yes [] No Yes No COMMEN S: (Include code discrepencies, persons present, etc.) Inspection #1: V / / C ) , 5 Inspection #2: 2 5 Location: 1423 143rd St New Richmond, WI 54017 (SE 1/4 SW 1/4 24 T30N R18W) E vergreen Overloo Lot 19 ,�,(farcel No: 24.30.1 O 1.) Alt BM Description= 6 S� /v 4+,�• t�'� C !�. Z "`^ C ���, �„o„� �►�,.`-ti 2.) Bldg sewer length - amount of cover Plan revision Required? Ye No _ Use other side for addition r a ( _ SBD - 6710 (R.3/97) q Da � � ((�� Insepctor's Signature Cart. No. Y.— �(•,Q,�IJe QX d wd 9 Safety and Buildings Division Counry �-- r 201 W. Washington Ave., P.O. Box 7162 / visevnsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 266 -3151 3 p o 2g Sanitary Permit Application State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide may be used for secondary purposes Privacy Law, sl5.04(1)(m) Project Address (if different than mailing address) I. Application Information - Please Print All Information R EC E N D z 3 /J Z(3 5..(__ Property Owner's Na me Parcel N L ot If J Bl ` oc�k ft ?, - 1 MM 2 9 2003 Property Ow ' Mailing Address ST l I O i v Property Location u c vU; ! �� C Uf�R�_ � J ( � � /a, /,Section 4;;� City, State Zip Code Phone Number t / (c Tr one T N; l n"/ W II. ype of Building (check all that apply) t .r S .nn.d or 2 Family Dwelling - Number of Bedrooms S Subdivision Name CSM Num er ❑ Public /Commercial - Describe Use ..�,�i! t 3D ❑City ❑V lagc�Kownship El State Owned - Describe Use 2 3 3• � e�CYJ — III. Type of Permit: (Check only one box on line A. Complete line B if applicable) 0 Z6 " (l 3S — i 9 6= . 9 A ' ;;Z placement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ermit Revision [I Change of El Permit Transfer to New List Previous Permi[ Number and Dale Issued Plumber Owner IV. Type of POWTS System: (Check all that apply) -1 A, (co E on - 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 .aching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) e V. Dispersal/Treatment Area Information: Des' n Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Eleyati VI. Tank Info Capacity in Total Number Manufacturer Prefab Site el Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- I, the undersigned, ass esponfiibility for installation of the POWTS shown on the attached plans. Plumber's Na me (Print) Plumber's Si gnatu MP /MPRS Number Business Phone Number Plumber's A�ddr�e - s u s (Street, City, State, Zip Co 1 �G� V �i� ✓ i�l/"« 1 VIII. Cotmty /De artment Use Onl Ir I Approved ❑Disapproved Sanitary Permit Fee (includes Groundwater ate Issued I �Ageint gnatur e o Stamps) Surcharge Fee) ❑ Owner Given Reason for Denial IX. Conditions of Approval /Reasons for Disapproval n 1 x"— PA , Attach complete plans (to the County only) for the system on paper not less than 8112 x 11 inches in size SBD -6398 (R. 01/03) OT PLAN PROJECT P.C. Collova Bldrs. Inc. ADDRESS P.O. Box 489 Somerset Wi 54025 SE 1/4 SW 1/4S 24 /T 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX T MPRS Shaun Bird 226900 DATE 5/28/03 BEDROOM 3 CONVENTIONAL XXX IN -GR ND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .fark TION AREA 933 # of chambers 30 BENCHMARK V.R.P. Top of 1.5" pipe A UME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE WELL sH Same a SYSTEM ELEVATION 94.6/94.2 4.0' Below Grade 15' ' Property Line Vie_ 15' B1M B.M. #2 'Plhns Designed Using S 0 Conventional Powts 20' Vents Manual Version 2.0 B -1 20' $=4 Please note: Soil test indicates a loading rate of .7, but I have done several tests in this subdivision and have found 5 that a .5 loading is found on adjoining 7 % lots, system is being oversized to accomodate for this potential error. 90' B -3 Please note: soil test does put chambers very deep into suitable soil, further testing will B -5 be done to lower chambers into the N B-2 3rd horizon N Vents 40' 2-3' X 94' Cells with >3' Spacing T 30' Pro 3 Bedroom House Vent ALong Standard Biodiffuser Leaching Chamber with 31.1 ft2 of Area 143rd St. 34" Grade at System Elevation OT PLAN PROJECT P.C. Collova Bldrs. Inc. ADDRESS P.O. Box 489 Somerset Wi 54025 SE 1/4 SW 1 /4S 24 /;30N/R 18 W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 5/28/03 BEDROOM 3 CONVENTIONAL XXX IN -GR ND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 TION AREA 933 # of chambers 30 BENCHMARK V.R.P. Top of 1.5" pipe mow` A UME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL :H R. P. Same a ark .---- SYSTEM ELEVATION 94.6/94.2 4.0' Below Grade 15' ' Property Line 15' BiM B.M. #2 Z Tflms Designed Using 0 Conventional Powts 20' Vents Manual Version 2.0 B -1 20'— Please note: Soil test indicates a loading rate of .7, but I have done several tests in this subdivision and have found 45' 7% that a .5 loading is found on adjoining lots, system is being oversized to accomodate for this potential error. 90' B-3 , 0 Please note: soil test does put chambers very deep into suitable soil, further testing will B -5 be done to lower chambers into the N 3rd horizon Vents 40' 2 -3' X 94' Cells with >3' Spacing T 30' Pro 3 Bedroom House Vent >6„ Leaching Chamber Standard Biodiffuser of Cover with 31.1 ft2 of Area 143rd St. 11 " 6'L ong 3 4" Grade at System Elevation Wisconsin Department of Commerce SOIL AND SITE EVALUATION Division -of Safety and Buildings Page of Bureau of Integrated Services in accordance with Comm 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and S� , percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - Pleas 14 tion. e • wed by e Personal information you provide may be used for ondary purpos *Privacy Law, s; 16.04 (1) (m)). Property Owner ;' 's7 U' Location Govt. Lot S F 1 /4,S 1/4,S y T 30 ,N,R E (or) Property Owner's Mailing Address _. ^e sw Lot # Block# Subd. Name or CSM# L A 1- -� E< csacxx I Eve�C e "J cflwK City State Zip Co , Phorte`_ ❑City ❑Village Town Nearest Road 4n' J� W i New Construction Use: Whesidential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow 00 gpd Recommended design loading rate f bed, gpd/ft trench, gpd/ft Absorption area required 7 bed, ft 7 � trench, It _ Maximum desi n loading rate bed, gpd/ft trench, gpd/ft Recommended infiltration surface elevation(s) UFO P / Q S • Goa. rr �/� ft as referred to site plan benchmark) Additional design/site considerations t o -- r Parent material c1 "lr�LJ S Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system [Ps ❑ U E�_T S ❑ U � ❑ U S❑ U ❑ S IM U ❑ S �' U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Structure GPD /ft g Texture Consistence Boundary Roots in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench .. ME 10 -1Z Z '51 Zaia L 1 V ., IN A16 2 >'z- 10 �I 4 SI I Zri-� -b� -� Ground r 9 I ILV LS 9 m ` rw i C S elev. X 1.95 n. Depth to limiting factor -SS-in. t2'{ Remarks: Boring # I 2 .bk n* I t try Zak m-�r - / w 14 Q ma m\Jr 6 __ s g Ground lev. 9 •c�S ; Depth to limiting factor 8�in. Remarks: CST Name (Please Print) ature Telephone No. u e (7/ Zq7 -`1Qb�S Address Date CST Number S-. Sep of Co - Z53 1 SOIL DESCRIPTION REPORT PROPERTY OWNER Page Z of PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu: Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 2-ffrLhk - s _ elev. 1 1) L_j Depth to limiting ��- 9�l,60� crc( fact r w. Remarks: Boring # o - Io Z . --- Sit 2 c-5 1uC ' n-)Ar c-5 Ground elev. 9 7. O tt. ' Depth to limiting factor Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # _ Z C5 I V 2 1b w I`4 Si L a a _ IlJ LS Irr,S � v�l — �.5 — 7: Ground elev. 9 e j .�, Depth to limiting factor SOIS ' Remarks: Boring # Ground elev. ft. , Depth to limiting factor in. Remarks: SBD -8330 (R.9/98) PROPERTY OWNER SOIL DESCRIPTION REPORT Page Z of PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Structure QMM in. Munsell Qu: Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots E t Bed , Trench _ S/ 2 k m� c5 •S Ground <14 l J rn v:c C 5 elev. • � ' Depth to limiting 9K (,o� 5Y zv fac 94 r in. 3q `f`3• $ Remarks: Boring # 2 C.S 1 V 2 - Ib ti S Z abk mr c 5 – 1 m My MAr CS Ground elev. � e ft. ' I ' Depth to limiting factor .�in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots PD /fl in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # 1 &vc L Z c5 1 V Z - 10 \Y rL4 ILI St 2 niG - 5 LS I mS my Fr c _ `7 Ground elev. 9 (.,. �S ft. Depth to limiting ; factor S?, ' Remarks: Boring # El Ground elev. ft. Depth to limiting factor ' Remarks: SBD -8330 (R.9/98) I PAGE OF NAME G'(acJG( LOT# LEGAL DESCRIPTIONSE ' /,emu' /4,SLYT3o,N,RtfrE(or)�yJ SCALE: F'= (0) BM 1 ELEVATION BM 1 DESCRIPTION "De w,//dt BM 2 ELEVATION q 2 BM 2 DESCRIPTION {ap6 c. e.wc cj //a Y SYSTEM ELEVATION l�P�� �S�Gaw e `�,3• �� 4-- ALTERNATE ELEVATION CONTOUR ELEVATION Marc 7 �o � MC T `mac o c , SIGNATURE DATE Maintenance and Contingency Plan for a Septic System i n Ma ntena ce 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 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 fd � . (Verification required from Planning Department for new construction) City/State ��C.?.t � (40~ 0 (,�a rcel Identification Number LEGAL DESCRIPTION Property Location s %,, U✓ 1 /., Sec.21 T &- W, Town of Subdivision Lot # Certified Survey Map # . Volume , Page # Warranty Deed # Volume � , Page # C�? ' f— ) . 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 masterplumber, journeymanplumber, restricted plumber or a licensedpumper 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. 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 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 o e three y ar expiration dat � /C3 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 ro rty described above, by a of a w rranty deed recorded in Register of Deeds Office. & j — /X /0 SIGNA O f APPEfCANTV V DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** r ** 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 FROM P-C COLLOVA BLDRS, INC PHONE N0. : 715 549 5911 Jul. 21 2001 01:54PM P1 U9 +'OBitltl TUE 11:33 FAY 716 364 4687 RU;ISTER OF DEEDS QDAI SYATS tuk Of WMC'OIIINP01m I.. IV7a Doauat6lHmmcr ' 4XUt.ArfrY DRED iW7YQ�R1640bdN1'!in !�lVln $ r � } Ora � QrtLtot. and P Cdbva �tiWem, dne., w Nltahwota Caroo�tlua I �� � i 1 1 Grstaq Ono, Iof a `ntaabb caasidesdoa, edav"I bo Ganes Cho faldowUst daattlbW dtd ituaas 3L Crab C - fit l y+ state ar Wisouln of meta space it nglb , mew= addaad=t , RaasrfV+q a.�s Tke; Swatbaalt Qutbr of dw SaLb+wat Cjw= (SE 'a of SW d:) of 8 aatiw N.ma sc ow %nr r+n of dw N% Qj Ssmkea 2t ritu rtoeai+dy of 14M Av aoa a4 h �V e r ALL In $OK Wp I I WdA St. C:elk Comuy, Wlpmgh 40 a o � o t b bXC.d�r Pmt of N k of SO46= terar+bod at Poldawc Cocamawing at N N ' Y9 e 9 aa8d Saodea Z$I Waco Natal 19 dt:ptaaa U CIVAN Wsat aoa }lortp be of = W 6tatton 2Ad 60 hK than Sam& dl dagw 23 tasousa Wact Im 4410 WolIoo 6onlh d9lr OG nbu" b" lao foes: out �bt07t.e0dY5D t 25 ID s TC-0W Nate f decree 27 miauemE WA Rdso"bkdh Mpnfka m Nm%b 86 lwelSmulttaumiNemgtfl[Ni dagrwu 06 tatamas West an srdd N tiaa 627 W to PGca of BatdoaiW Se 'tta:'a II =I lmobaerA Crax Caaety. Wk+:=U% OU [<s am pxcw to xamnla E isanirnU. rcaCiedera and a g1+a•ufwav tt<naCtC t / fanf. Dated thll 1 a� UY at AUTHENTICATION CCKNOWLPDCA4tAlS sipa■tuNa) skx�. J, Dorripi STATE OF WISCOWMW J ..,.�..,,,... — )aa. awawaaaw a Ceuaty ) / I'sMW&ar "me beers mo dtls day of the swvc aaawd TfT ►IEMftEA STATE YwR OF WCSCC tJ1J a ,e• kna+•a 10 Ds tt» yy erson(s} weiti vatafai shs tb uySuteglw u6utegt r+WtilaW b7 1 7496-66, WW. anu.) '- UfflrMom cad ialtaaWtallied +fw e,w� Tait► tta$7RUMtRft' W A$ bAU•1'ata av " ..wrrr.�. Mary yr M Stet atW iaeaaoa My Clo—R-don R y.nu.aent. (If aa, snag oajadW datr. lit2NAM MW , 04 Arl W WA Wrdt.l, Sean ow not 6nsawl,) ) • tVaet a dpr,a9a IStaMa L7 3gyaprtii aea at ypw u PEW below win. rwwrr. ew. r.+..o «ra w d7ATGiNX0fWt4C+71't6in WAAMN2Y ut00 road Mat. tarp } Wisconsin Department 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 1/2 x 11 inches in 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. Please print all information Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner ' Property Location Govt. Lot Jr- 1/4 5j14 S( T 30 N R E (o W Property r s Mailing Address ' Lot # ock # Subd. Name or CSM# Me d a City State - Zip Code Phone um City ❑ Village Nearest Roay� a fl2t ( t3� S Qr-P New Construction Us esidential /Number lbedrooms Code de ved design flow rate J GPD X COUNTY Replacement ❑ Public or com erdaI scr�t. CROI Parent material 6 ZONINlG� 1 in a evation if applicable ft. an recomndations: >tQ_ D)' Boring !y Boring QQY� Pit Ground surface elev. l�" oft. 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 - '� Ov r31 v 3 l C YY1 -3 f F-1 Ong # E] Boring 0 pit Ground surface elev. ft. Depth to limiting factor in. [ So -- iEiplication 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 rrg/L and TSS >30 1 1 50 • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L, CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird re 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 540 � 715 - 246 -4516 Property Owner _ Parcel ID # Page of F 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 Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 I •Eff#2 F-1 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 Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 I •Eff#2 F-1 Boring # ❑ ❑ pit Boring 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 Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 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. SBIM330(RAM) • - PLOT PLAN PROJECT P.C. Collova Bldrs. Inc. ADDRESS P.O. Box 489 Somerset Wi 54025 SE 1/4 SW 1 /4S 24 /T 30 /R 18 W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 6/24/03 BEDROOM 3 CONVENTIONAL XXX IN -GROUN ESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 933 # of chambers 30 BENCHMARK V.R.P. Top of 1.5" pipe ASSUME ELEVATION 100' Filter Zabel A - ❑ BOREHOLE O WELL sH.R.P. Same as Benchmark SYSTEM ELEVATION 94.6/94.2 4.0' Below Grade 15' 314' Property Line B.M. 15' 1 B.M. #2 Plans Designed Using 0 Conventional Powts 20' Vents Manual Version 2.0 B -1 20' B -4 Please note: Soil test indicates a loading rate of .7, but I have done several tests in this subdivision and have found 45' 7% that a.5 loading is found on adjoining lots, system is being oversized to accomodate for this potential error. 90' B -3 B -6 90 Please note: soil test does put chambers very deep into suitable soil, o further testing will B -5 be done to lower chambers into the B -2 3rd horizon N Vents ` 409 2 -3' X 94' Cells with >3' Spacing T 30' Pro 3 Bedroom House Vent ALong Standard Biodiffuser Leaching Chamber with 31.1 ft2 of Area 143rd St. 1 " 34" Grade at System Elevation • .� �� IRON C o v o /F T. U N - N J 00 o a rn •- ° v -i W rn — do ao En cn 0 It cc ,4 . 0 3 U) JA TER I ,00 '1-9 l ,00'09 t 00'05 ✓ATION 3 - ,09'99Z WN w 00 Vi K) -- ,60'£l9 3„9t,£t.00N -- w O ,oz't£ ON 24, _z :t N 0 I J •� 00 'ri 00 Z I = co I �` q- CJ U N TED TO J1 w Z I �'m N Q � V) N w Z "cam �— — OD (n N LIJI V w ._ Lo _ It H� N •pO n `I� to Q !n ONTROL a� rnrn L: w / d O M� - a o� 2I V- C7V y- I F- VI Q i O a , .CT THE J -0 :OADWAY 1 ,££' l9 N O J 06•L9l 3.9Z, ,L9*ZLZ M„£o, £.ZOS - I - 1332115 c 4619l 3.9Z, \ N _ .9l' �<<�GQNS bti 81-' , tv � (V car w \ t U) i \ E �. E111 ,p• \ O rn ¢ o - NU�S Z�J N N N w �� <•< �G> N 0! •�.�j� ^� cU�`P� �k, W N c U W N N N Q Lo OO "o° d 1- N tr) O �� N - +� _j L z Z COUNTY, I AINIMUM ``� r ,o9'98Z ,0 *'v9l ,Z( /ELOPING I - OFFICE I INSTALLATION � UNPLATT ANY LOT LINE ENE IS A EASEMENTS AS VATE /PUBLIC .. •.• .. ��� %I ;% �,