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HomeMy WebLinkAbout020-1342-10-110Wisconsin Department of Commerce Safety and Building Division GENERAL INFORMATION Personal information you provide may be used for secondary Permit Holders Name: Dominick P. and Candice K. Rode CST BM Elev Insp_ B`fM^^Elev: BM 0 QV ) TANK INFORMATION PRIVATE SEWAGE SYSTEM INSPECTION REPORT (ATTACH TO PERMIT) [Privacy Law, s_15 04 (1)(m)]. City Village Township TOWN OF HUDSON TYPE MANUFACTURER r I!y CAPACITY Septic D - 4' I V I Aar ion Holding TANK SETBACK INFORMATION PUMP/SIPHON INFORMATION Manufacturer Demand G Model Nu er TDH Lift riction Loss System Head TDH t Forcemain Lengt Dia. Dist. to Well SOIL ABSORPTION SYSTEM BEDfTRENCH Width y DIMENSIONS SETBACK SYSTEM TO INFORMATION 1010i rr tANd)-.a1 SYSTEM Distribution / III Pipe(s) A n 0 x Pressure5vstems Only ELEVATION DATA _M ==i 1 1 M- 11 •/ NEW , f MM i 1 ilr 1 J ii� _ �, i=70 .wWM1 M r iiM • as mile MIT `ii F a . . - it ti, CHAMBER OR UNIT Or At-Grae1.Avstams Only F41 r "A Depth Over / Depth Over zx Depth o/ . Seeded/Sod d x Mulched BedlTrench Center i eeo/Trench Edges Topsoil r� yes ❑ No Vea 0 Na COMMENTS: (Include code discrepencies, persons present. etc.) Location: 478 milCq�2Rl O �• " I.) Alt BM Description - & 44l P N�1 2.) Bldg sewer length - - amount of cover = -7 4 21 1 Plan revision Required? ❑ Yes - o Use other side for additional informa n. SBD-6710 (R.3/97) Date Inspec(ion #1: Inspection #2. C1Wvr1'5 d— kwS Insepctors Signature Cart. No. county Safety andBuOdingsDivision p ' = . - \� A 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Nta sber (m be Most in by Co.) - 4 ,L020 Madison, W1 53707-7162 o �t A�plicahon State Tr�oc be ' In accordance �•id32 . Adm. Code, submissi i 6is fvl�aP �! wrt Pmject Address (if diffaem then mailing address) is required pn g a sanitary penal. Note: Application fortm for stakowoed POWTS are s hided ma the Department of Safety and Professicoai Savior. Personal information you provide may be tse(I for secundary proposes is accordance with the Privacy Law, s. 15.64(1 m), Stats. �/--S /) ` / (� L ' n Information — Please Print AB Worm tioe Ptope[y Owne'sName Ferrel 6 —D' dLv Pfoperty Owner's Mailing Address Property Location �7 vec Govt. , , SxCoa� C� l� City, State Zip Code Ptmrw N�ber p�3� T� N, R h\.JJ 1 of Building (check all that apply) yot q Pe / SubName divlvw 21'armly Dwelling-Numberof / G �, O"a �,j Blocks ❑ PubticJCommecial-Describe Use i t t ❑ city of P1 J-sa CSM Number ❑ Stale Owncd- Describe Use P ❑ Village of ;? Dt f5 of III. Type o (Check only dot box on live A. Complete line B if applicable) System ❑ RePlammeat Syst® ❑Trnu&=H ding Tack Replac®em Only ❑ Odwr Modifwationm F.: scass Sysoem (ezPlaia) B. D Perms Permit Revision Bcli Cltmgc of Plumber ❑PermitTranslFrm New List Pmvioun Permit Numb. and Dale Issued Gwoa 6�7 /— otro Com aaeat/Device: Check all that a 1 -Presnnurd In -Ground ❑ Al -Grade ❑ Mound > 24 is of suitable soil ❑ Mowd <24 io. of k sotl,��� ❑ Holding Tank ❑ Other Dispersal ComPwem (expiam) ❑ Preseamwvt Deviu (cxplam) J.rtTl V. Disgoersal/Treatiment Ara Information: Destgn) Design Soil Applicrmon Dispersal Ater Acquired Dispersal Ants Pro (st) SyNm Elevation 66 V ,0Z, o ,3io VL Task Wo Capacity in Gallons TOW Gallons Is of Unit Manufacmc % t a 8 rn aai b m a B NNa.Treks Tnvosg 7mis . Sap°e or Holding Talc Dona Chawba VIL Responsibility Stu t- 1, the undersign me respooaibility for installation of the PORTS shown on the attached plans. P ber's Name (Print) s Sipaturc MP/h PRS Numbcr 8119110es8 Phone Numbgr P uMWs Address (Street. Cary, Stare, Zip VID.CAD!De rtment Use Only Pamir Fee Daw 'swing Signanne Reason for Denial 90•6° ,/ 7 ppnnnn�� 17C. Coa dli. �e TI se n aPProval 9\ [i „�eUC � ^�•� P M• dispersalat cell cell must be serviced ! maintained J) f'Cll{✓ as per management plan provided by plumber. V 2. All setback requirements must be maintained as per applicable code/ordinances. Attach m cmapWe plans fortbesya and mbe,km as Cam1y ady w pnperaw ka tbaa a so all isrin fa on SBD-6398(R 11/11) RM 7L► I �t — n Safery and Buildings Division� Cmmty 201 W�'Wasttington Ave.; P.O. Bex 1162 Smirary.Permit Number (to be filed in by Co.) 2 Madison; *A 53707-7162_ . /77�� JAB St. •t Application T "'°° liapbar In accordance Ft3615E .Alm. Code, rob s1h f�7'twq ed unit Project Address Cifdiffaent dlm madmg address) is reilaked pd asmitmy p=it.Note: Application forms for smto-owxd POWTS area ma the Deparunwt of Safety and Professional Ser ies. Personal information you provide may be used for secondary purposes in accordance wif the Privacy Law, s. 15-04(l)(ml. Stats. � n ` g e L A ' nlaformation- Please Print All lab tins Property Owner's Name Parod R Properly Owner's Wailing Address Property Location a 150) Zip Code Phone N�berpdi�,TL NR R/Euilding 11 FMype (check aB that apply) Lot#lY Subdivision Name - Dwelling-NumberofBedroo [� �-( r Block ❑ PublirlCommercial-Desaibe Use C t ❑ city of -- rr Cam cSWNmober l7. State Oaved-Describe Use ❑Village of III. Type o (Check ody ne box on Bne A. Complete line B if applicable) A. S ❑Replacement System . ❑ TfeetmeaUHoldiogiaok Replaeemeot Duty ❑ OtlazModifeatim m 5ds mg System (explain) B- ❑ Permit Perm¢ Revision 0 Cbmge of Plumber I I ❑ P=, Tfmsf,m New ListP're�viioou-s7Perrah Number and Date Issued BdommExpirati Owns o[PO Com oaunt/Devitec Check all that apply) -Preaseriaed In-Caealnd ❑ At -Ca ❑ MmW 2:24 irL of suimble soil D Mound <2A is of (l Holding Tmk ❑ Other Dspersal Componcm (explain) ❑ Prentamtem Dena (explain) f 1 V. DbDeruvrreatl3lent Area Information: Desip Flow (gpd) Design Soil Application dsf) Dispersal Aom Regimed Dispersal Area Pr (st) Sysfem Elevation ao 1 X,5-92� , VL Tank We Capacity in Tow # of Mmubemer Gout Gallons Units ,./%�� Lt a C Nrn inks nxudng Taula e •y 2 m Septia"Holding TalcS— DosingCh.unber VII, Responsibility Sfa t- 1, the undersipt4Quac responsibility for iostanatio , of the POWIS shown on the attached plans. Ph"'s Name (Print) s Sipseene I h AdOw Neanber Boni, Phone N ` Z ? s PllmbeYs Address (StresL City, Stse, Zip VIM CountV/De artment Use Only Permkitce Dare ed Issuing Sigmnoe qp. / 7 a Reason for Denial DLCoD4"ff" R r approval ®63) lasLata aM Q- dispeisal cell mustt be be sese°anc rviced /maintained OS per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code/ordinances. Adaeb to nmplote pben for the sye nand xabm'n to the County only as paper not urn than 8 m z 71 boom a� SBD-6399(R 11/11) rM .91 -FU) IF !litn� ,. wsca+snDepartrnentotCmwtgbe2"4 2020 SOIL EVAL ATION REPORT Division of Safety and Butidirg �5T-aoa6 Page _ of i K s[ - opmen[ Attach complete site aP{tEernn'sk x 11 Inches In size. Plan must Include, but riot limit .verti rvd horizontal reference point (BM), direction and Percent slope, scale or dimensions, north arrow, and location and distance to nearest road. CDIJnIy !/ , Parcel I.D. -/1 (r Please print all information. Revie y Date Panonal Idwmation you provide may be usad fw secondary purpmos (Privacy Law. s. 15.04 (1) (m)).. / Z7 Property Owner Property tion Govt. LoiL�L(J 1!4 l4 S 2- N R E( W PropeAy Owner's Mailing A If "'-q Lot # Block # Subd.// or CSM# Gc / Jn j -�l City Slate u Zip Code Phone Number S L7( ) ❑ City ❑ lage wn Neare L Construction Use. sderttial / Number of bedrooms Cale derived design flow rate GPD ❑ Replacement Pub�licc or mercial - Describe: 1 Parent material OGI�.[/ly�i-�� Flood Plain elevation if applicable General comments and reWMn mBndat ors: System Type G Ll a✓Ili� M.l.�� y —AQ ��✓ / r r rniv/l/ 7^r System Elevation MBoring # [� pit Ground surface elev/D G 13 n. Depth to fimicrg factor �{L in. Soil Application Rate Horizon Depth Doinant Cola Redox Description Texture Structure Consistence Boundary Roots GPDIIF In. Mkmses Ou. Sz. cord. Color Gr. Sz. Sh. 'Efl#1 'Em#2 1 0�lv 10 3 1, -7 ® soft # poring Ground surface elev/D k ✓ ft. Depth to limiting factor /,I_ in, Soil Application Rate Horizon I Depth I Dominant Colorl Redox Description Texture Structure Consistence Boundary Roots GPDRF In. Mutsell Ou. Sz Cont Cola Gr. Sz. Sh. I I 'EN#1 I 'Eff#2 o i s /61,151, 151 -'1,. _ L'r1 1-21 _ l • Effluent #1 - BOD- > 30 < 220 mg& and rW >30 ic 150 nxM Eltiuent #2 - BOD. c 30 mg& and TSS c 30 moll - CST Name (Please Print) Sign re CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address - Pate Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54017 ! ^ 7 Z — 7 n 715-246-4516 J Property Owner Parcel ID# Page of_ © Boring # ❑ Boring /q rhhhGGGr pit Ground surface elev. f��ft. Depth to limiting factor , in. Soil liration Rate Horizon Depth in. Dominant Color I Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/H` 'Eff#1 •Eff#2 Z � ❑ Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDtfF -Eff#1 •Eff#2 ❑ Boring # pit Boring roun ❑ Gd surface elev. ft. Depth to limiting factor in. Soil Application Rate Redox Description. Effluent #1 = BOD, > 30 < 220 mglL and TSS >30 < 150 m9X ' Effluent #2 = BOD, < 30 mglL 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. SM8330(RA ) Soil Test and System PLOT PLAN PROJECT Paul Rode ADDRESS 501 2nd St. Hudson Wi 54016 NW 1/4 NW 1/4S 32 /T 29 N/R 19 W TOWN Hudson COUNTY St.Croix SYSTEM ELEVATION 102.3/10 4' below, rad 1/23/20 BEDROOM 4 DATE CONVENTIONAL )00( CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC T SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 # of chambers 44 , BENCHMARK V.R.P. Base of survey stake ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL sH.R,P, same as benchmark 2-3' X 90' cells with >3' spacing 70' Vents B_2 445' ' v off ST -f j �Z -'tbb y Line 4 Bedroom is e IF Line Carriage Lane jLongl Scale = 1 /4" = 10' Quick4 Standard Leaching Chamber All piping shall be ASTM SDR 30/34, within with 20.0 ft2 of Area p p g :,5.6ftA2/pair of end caps 10' of tank, piping shall be ASTM F891 Grade at System Elevation PROJECT Paul Rode NW 1/4 NW 114S 32 /T 29 Soil Test and System PLOT PLAN _ ADDRESS 501 2nd St. Hudson Wi 54016 N/R 19 W TOWN Hudson COUNTY St.Croix SYSTEM ELEVATION 102.3/10 4' below _ rad DATE 1/23/20 BEDROOM 4 CONVENTIONAL )00( CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC T SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE MOUND SEPTIC TZS HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 # of chambers 44 BENCHMARK V.R.P. Base of survey stake ASSUME ELEVATION too' Filter Lifetime Filter ❑ BOREHOLE O WELL *H,R,P. same as benchmark 2-3' X 90' cells with >3' spacing 70' Vents B-2 RCn120W' ' ro of 20' 11 ST Line >6" of Cover 4' 4 Bedroom ise Line C D I, Carriage Lane ,Vent Scale = 1 /4" = 10' Quick4 Standard Leaching Chamber All m tP shall be ASTM SDR 30/34, within with 20.0 ft2 of Area 10' o tank, piping shall be ASTM F891 2" 5.6ft 2/pair of end caps .11 Grade at System Elevation Wisconsin Department of Came 2 4 2�20 1/ gp Division of Safety anddBuilding 'ST-aoaO —663 Page _ of In eworoana i rn ua. vvia. Mom. w Attach complete siteplappppdpwr haElessthen'ff1� inches in size. Plan must include, but not limited i&veracaTarid honzonlal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print aq information. Paraonal infwnawi you provide my be used (w seoondery' puMmm (Privacy Law. a. 15.04 (11(m)1, c° y� I� Parcel I.D. Revs y Date 7 Z / Properly owner T cr Property Location _ Govt. Lot �t/ 1/44 S T Z O/ N Rl E( W Property Owners Mailing Ad ss Lot # Block # Subd N7or CSM# City State Zip Code Phone Number U-) 1 5 b ( ) Q City ❑ lage wn Ne%a,/(es oad L 4 l ew Construction use: sidential / Number of bedrooms Code derived design flow rate _ GPD El Replacement Public s#omm�erdal -Describe: Parent material Flood Plain elevation if applicable .✓ ft. General comments and ntions: v — System Type to a/(f/° - System Elevation Ong # Boring [?� pit Ground surface elev/- G r a ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Calm Mtnsell Redox Description Ou. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff 'ER#1 I 'Efr#2 1 0lv 3fz S aL. /U Z -3 /v,- 01..3 11 d`" # pig Ground surface elev/� G ' �R. Depth to limiting factor in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft 'ER#1 'ER#2 Zf 6 . t LC o r OS° / A / , l G %b ' EfMuerd 41 = BOD, > 30 < 220 mglL and ISS >30 < 150 ' Effluent #2 = BOD, 30 ng1L and TSS < 30 mg1L CST Name (Please Print) Sign re CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address pale Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54017 P Z -7: — Z J 715-246-4516 u Property Owner Parcel ID # Page —of ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth in. Dominant Color Munsell Redoz Description Ou. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDM 'EB#1 'Eff#2 1-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to Smiting factor in. Soil Aoolication Rate ®®®^-' • •: ®®®®®t7Yii��lliL7 Effluent #1 = BODr > 30 c 220 mglL and TSS >30 � 150 rtg& ' Effluent #2 = BODr < 30 mg& and TSS � 30 mg4 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 TfY 608-264-8777. 26DdM(R.6W) Property Owner_ Parcel ID# Page of Boring # ❑ Boring [� pit Gmund surface elev. h2 3, �ft. Depth to limiting factor&L2 —in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots I GPDM 'Eff#1 I •Eff#2 �3fL <- rrr L'r Z Jjib I, 1-1 Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Ou. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDlff 'Eff#1 'Eff#2 Boring ❑ Boring# Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil A44pplication Rate Horizon ')epth in. Dominant Cola Munsell Redox Description. Ou, Sz. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDlff 'Eff#1 I 'Eff#2 Effluent #1 = BODE > 30 < 220 mg(L and TSS >30 < 150 mg/L ' Effluent #2 = BOO, < 30 mgA- and TSS < 30 rngrL 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. seoauuca.sool Soil Test and System PLOT PLAN PROJECT Paul Rode ADDRESS 501 2nd St. Hudson Wi 54016 NW 1/4 NW 1/4S 32 /T 29 N/R 19 W TOWN Hudson COUNTY St.Croix SYSTEM ELEVATION 102.3/10 4' below. fad 1/23120 DATE CONVENTIONAL )00( CONVENTIONAL LIFT MOUND SEPTIC T SIZE 1255 gallons LIFT TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 f BEDROOM 4 HOLDING TANK DOSE TANK SIZE # of chambers 44 BENCHMARK V.R.P. Base o survey stake ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE (D WELL -H.R.P. same as benchmark 2-3' X 90' cells with >3' spacing 70' Vents B-2 K ' ro 4 Bedroom Ouse 20' ' ST Line >6" of Cover 3 Line Carriage Lane )Vent Scale = 1 /4" = 10' Quick4 Standard Leaching Chamber All piping shall be ASTM SDR 30/34, within with 20.0 ft2 of Area 10' of tank piping shall be ASTM F891 5.6ftA2/pair of end caps p p g Grade at System Elevation SA K al4- 5u)_ Ro '> q' Safety and Buildings Division Caooty 6+1 l a ,8f ►' O C T 22 2019 1W..W g'ton Alb., P.O. 740'2 wl 53707-7162 PermitNumber(to be filled in by Co.) o 177'l (o COMNANEW1221fti Apppati sta�Tra®ber In accordance with SPS 38311(2), Wis. Adm. Code, submission of this forat to the appropnatc governmental unit is required prior to obtaining a sanitary permit Note: Application forms for stateowoW POWTS are Mtmmred m Pwica Address (f different than mailing address) the Depmtment of Safety and Professional Servies. Personal information you provide may be used for secandmy purpow m acmrdaocc with the Privacy Law, s. 15.04(l)(ml Stets. ^ 1/7 L/ f r rt L Application Information — Please Print All Information Property Owner's Name Psrcd li property Owners Madmg Address Property Location �Z. 19.71 27 J tort Lm a. Seaiw 3 `-- •State _ Zip Code Pbane Number l!V v _N., T_LN R� W IL per of Building (check all that apply) Ltrt q a 2 Family Dwelling -Numbs of Bedrooms �` Subdiviw NpQrc Ole ere // HI ❑ PublicM_ommtr=al-Describe Use ❑ City of 0 State Oaixd-Desmibe Use ❑ Vmaga of (SM Number 22 �-ZZ. Iowa err III• eek only on z on line A. Complete line B if a lien A ew Sya e- ❑ Replacement System ❑ Treamocut/Holding Tek eta Only ❑ OWa Modification m Frei �o System (,,phis) H. ❑Permit Renewal ❑ Permit Revision ❑Ch ge Plum Permit Transfer m New List Previous Perorh Number and Dale lamed Before Fxpinmcm Owns e N O Com onent/Device: Check Non-Pressnizzd In-Cnonnd essuwd In -Ground 0 At ❑ Mound > 24 in. of suRable soil 0 M000d < g milt ❑ Other Dispersal Component (explain) ❑ Pretreatment wvicc (explain) v ,lr V. DisRsn!!9rc&tq9tArea Information: go Flow (gpd) Design d Applicatioo Dispersal Required (sf) D,spasal.Nw ( SYjj® Elevation VL TackTnfo Capaaty in Gallons Total #nitsaf Mannfaenuet a IO Gallons U u Nei Taalts S=mg Tani, f: r 3 86f IL Salm m Aoldma Tank S Dosing (Samba VEL Responsibility Stateme 1, the sail a responsibility for installation of tbePOWTS shown on the attached plans. Phwlh&'s Name(Prim) 5Sigmnne tv AOPSNumba Business PhmnN z ��.a Pntmber' Address (Street, 04 Zip 1 Z to ounty/Department Use Only Approved sapprov Permit Fee Date su Lairin.. Sigaauoe 5� /� 1 ci eason for Denial; •. DL Coaditi BEpproyal ar ::C: ednb pkhhT`Ybg;•ys per G'ar3,_rt SBD-6398 (R. 11/11) -•--"6—rue®mr.sa avr svomvm ereummry on"" popetatasarmy am. 11 RE �kl Is ,,OJc— System PLOT PLAN PROJECT Paul Rode ADDRESS 501 2nd St. Hudson Wi 54016 NW 114 NW 1/4S 32 /T 29 N/R 19 W TOWN Hudson COUNTY St.Croix SYSTEM ELEVATION 97.5/97.0 4.5' below grade DATE 10/18/19 BEDROOM 4 CONVENTIONAL %00C CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 # of chambers 44 BENCHMARK V.R.P. Top of 1" pipe ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark 158' If 20' B-2 1 42' Vents 41110' 81 B.M.* /6% Slope 18, B-1 n 44' B-3 B- 2-3' X 90' cells with >3' spacing i 10, 1 30' Pro 4 Bedroom ,Vent House >6" Quick4 Standard ?4'Lon jgI Leaching Chamber with 20.0 ft2 of Area 5.6ft^2/pair of end caps 2 Grade at System Elevation 34" All piping shall be ASTM SDR 30/34, within 10' of tank, piping shall be ASTM F891 Carriage Lane Scale = 1 /4" = 10' C(); Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi54017 715-246-4516 Date: 10/20/19 Owner:Paul Rode Location: NW1/4 NW1/4 S32 T29 N,R19W 478 Carriage Lane Hudson Manuals Used: In -ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4-6. Maintance and ContigenPlan 7. Filter Cross Section Signature - License nu System PLOT PLAN PROJECT Paul Rode ADDRESS 501 2nd St. Hudson Wi 54016 NW 1/4 NW 1/4s 32 /T 29 N/R 19 W TOWN Hudson COUNTY St.Croix SYSTEM ELEVATION 97.5/97.0 4.5' below grade DATE 10/18/19 BEDROOM 4 CONVENTIONAL )00( CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 # of chambers 44 ,`, BENCHMARK V.R.P. Top of 1" pipe ASSUME ELEVATION 100' Filter Lifetime Filter [:]BOREHOLE O WELL *H.R.P. same as benchmark 158' }AI 20' B-2 t 42' Vents Ili 2-3' X 90' cells with >3' spacing 41' 110, 81 B.M.* /60%/, Slope 18' 44' 10, 30' Pro 4 Bedroom Vent House >6., Quick4 Standard ?4' ver Leaching Chamber with 20.0 ft2 of Area 5.6ft^2/pair of end caps Long 12 Grade at System Elevation 34" All piping shall be ASTM SDR 30/34, within 10' of tank, piping shall be ASTM F891 Carriage Lane Scale = 1 /4" = 10' Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber 5.6ft^2 pair of end plates Typical Installation Vent 01 Grade 4" _ A/30/34 Septic Tank 0 5' Spacing 5' System elevations: A 97.5' B 97.0' 5' at System Elevation 5' To be >1' above grade Finish grade elevation 102.0' ,Vent 1" at System Elevation 2-3' X 90' Cells Same on other end Observation tubeNent At end of cell A B 22 chambers per cell POWTS OWNER'S MANUAL & MANAGEMENT PLAN Pop —of_ er "ILE INFORMATION Owner Permit # ESIGN PARAMETERS Number of Bedrooms ❑ NA i Number of Public Facility Units Estimated flow (average) Ggal/day i Design flow (peak), (Estimated x 1-5) G ' gaYday i Soil Application Rate , 2 al/da /ftz Standard Influent/Effluent Quality Fats, Oil & Grease (FOG) Biochemical Oxygen Demand (BOD5) Total Suspended Solids (TSS) Monthly average` 530 mg/L 420 mg/L ❑ NA <150 mg/L Pretreated Effluent Quality Biochemical Oxygen Demand (BOD5) Total Suspended Solids (TSS) Fecal Co6form (geometric mean) Monthly average :5W mg/L 530 mg/L ANA : 1W cfu/1 D0ml �iMaximum Effluent Particle Size lib in dia. ❑ NA Other NA 'Values typical for domestic wastewater and septic tank effluent - MAINTENANCE SCHEDULE SYSTEM SPECIFICATIONS Septic Tank Capacity ar I ❑ NA Septic Tank Manufacturer ❑ NA Effluent Fitter Manufacturer l ❑ NA Effluent Fitter Model O NA Pump Tank Capacity al NA Pump Tank Manufacturer NA Pump Manufacturer NA Pump Model NA Pretreatment Unit NA ❑ Sand/Gravel Fitter ❑ Peat Filter ❑ Mechanical Aeration ❑ Wetland 0 Disinfection ❑ Other. Dispersal Cell(s) ❑ NA Ground (gravity) ❑ In -Ground (pressurized) ❑ At -Grade ❑ Mound ❑ Drip -Line ❑ Other. Other. ❑ NA Other: ❑ NA Other. 0 NA Service Event Service Frequency linspect condition of tank(s) At least once every: 3 O month(a) ( imurn 31eare) 0 NA Pump out contents of tank(s) When combined sludge and scum equals ono -third (Y) of tank volume ❑ NA (Inspect dispersal oelf(s) At least once every: moon s)s) (Maximum 3 year:) ❑ NA Clean effluent filter At least once every: k ontts(s) ❑ NA nspect pump, pump controls & alarm At least once every: month(s) O year(s ❑ NA Flush laterals and pressure test At least once every: ❑ month(s) ❑ year(s) 11 NA Other. At least once every: � months(s) year Cl NA Wier: ❑ NP: MAINTENANCE INSTRUCTIONS inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Mailer Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must !include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of zombined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local Regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (%) or more of the tank volume, the entire contents of he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, land any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. la service report shall be provided to the local regulatory authority within 10 days of completion of any service event Page _ of _, START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals thflt may impede the treatment process and/or damage the 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 shall not oar when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal hlghwater levels. When power is restored the excess wastewater will be discharged to the dispersal cells) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent To avoid this situation have the contents of the pump tank removed by a Septage Servkang Operator pion to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating tha 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 disWrb 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 POWi$: antibiotics; baby w4x*; cigarette butts: condoms; cottm swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; ol; 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 propeiiY and safely abandoned in compliance wrth chapter Comm 83.33, Wisconsin Administrative Code: • Ail piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and property disposed of by a Septege Servicing Operator. • After pumping, ail 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 faits and cannot be repaired the following measures have been, or must be taken, to provide a code compliant s replaoeXr system: _J„(�a suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption syste►n. The replacement area should be protected from disturbance and compaction and should not be infringed upon by requhled setbacks from existing and proposed structure, lot lines 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 suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a sal and site evaiva*on must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installers as a last resort to replace the failed POWTS. Cl Mound and at -grade soa absorption systems may be reconstructed in place following removal of the bfomat 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 ANDlOR 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. LOLO:'�rTf4:l>E9 POWTS INSTALLER POWTS M Name Name Phone — o Phone SEPTAGE SERVKMW OPERATOR (PUMPERII LOCAL REGULATORYAUTNORITY Name zw Name Phone41 me j L Phone (-) This douanerd was drafted in compliance with chapter SPS 393.22(2)(b)(t)(d)&(f) and 383.54(l), (2) 6 (3). Wisconsin Admlmatr811" Code. 20140048A 8 v ,4 SECTION A -A OwnerBuyer Mailing Adtin Property Addr City/state LEGAL DESCRIPTION Property Location A /. Subdivision Plat: lui n CWdfied Survey Map # _ ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND Parcel Identification Number jd-y ys . Srx� Z; T 2—�N RZ2W, Town of i Lot M k. / f / Volume e . Page # ---- Warranty Deed N ` (� / 7 L (before 2007)Volume Page M Spa house M yes W no t.ot Una ideutf"MI yes (ID no SYSTEM MAINTENANcip AND OWNER CFRTIEI AT101V Improper use and maintenance of Your septic system could result m its premature failure to handle wastes. Proper mafmenana consists of pumping out the septic tw* every tinter years or soanar, if healed, by a tiansed pumper: Why you pnt into ta he system n afrm the fbnction of the septic tank as a tream"m stage in Ole waste disposal systeap. Owner maintenance responsibilities are specified in ISPS. 313.32(t) and in Chapter 12 of the St. Croix County Sanitary Ordinance. 'Rue property owner agrees to submit to St. Croix Canty Pining a: Zoning Depvhmea a oatificdion form, signed by the owner and by a matter plumbm journeyman plumbm restricted plumber or a licensed pumper verifying the (1) the on-dag wamwnu disposal system is in proper operating condition "or (2) after inspection and pumping (if necessary), the septic tndt is less than Ili dull of sludge. Vwe, the undersigned have read the above raiuwaraeota and agree to maintain the private sewage disposal system with the standards sec forth, berein, as sea by the Department of Sudety And Professional Services and the Department of NSUMW Resarees, State of Wbeean io. Certification testing that Your septic system has ban.. runt be completed and reamed to the St. Croix County Plarmhng & Zoning Department within 30 days of the three year expiration date. Vwe cetifj+ that all statements on this form we true to the best of my/one irmwiedir IAve W W8M the owoWs) of due Property described abom by vinuep of p warranty deed recorded in Register of Dads Office. Number of a le /?,0 GNATURE OF APPLICANT(S) DATE '"Any bnfaarmymn that is misrepresented may result in the sanitary permit being revoked by the Planning d Zoning Department. as• Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the osrdfled survey map if refu mm is made in the warranty deed. Y OTHER VOL. 3, PC. 849 x \'�=ass, // �':� .f 241, '�. N THE —__,__ _____—__—_. 6• P i 2�� . i 1.422 ACRES NENTS \ \ 61,961 50. FT. iING LOT 2 to \ , I• 1.465 ACRES • • I _ }819 j X 24'-------------PI) l 63,794 S0. Ff. ; •1 m N 7350.79 25 1p 11.304 ACRES . , \ ...... _. �_ W : / 56.B18 SO. FT. 7II?a, I 3 SMALL '4ses�� I �� ' ;E TRACT � N 9 o— )T 24 if ,v 1.21;-ifRES — --__------_—__� 52879 Sq. FT. �.,= 131789 • ` ` 1.237 ACRES of � �\. 53,903 SO. FF. SMALL 0.5•+\- 'Z L .. .. —N 8'^ E .. �l n WELL — � 329.401 '- � E 1.237 ACRES `� .L•� �._—N 79'53 53,896 SO. Fi. // �� �• = �262211 --------------� � moo' //i � � � ' � � � vim\ `\' • `OiiTLOT 4i SMALL TRACT 13 . ' 1.595 ACRES / • \ c$ W /SQ. /• 31' \ DEDiC4TED s• r4 ,�h ► s � O TO EN u U 'QW e o o�=o YINDOY TTPY� yam. yy o �uo +O� OA �\M4 FLOOR PLAN wa rma � qn. eeew Neuteu�e NN:. aw Nll w»i» i c s TO N N W IHDOY TT►EN ��p y W U o p:° P6 ADEI'IlNT PLAN watt» ' Wisvons' Gapartment of Commerce Division of Safety and Buildings Bureau of Integrated Services SOI TE EVALUATION in acc9K4 A 09, Wis. Adm. Code A pap —/—w 3 Attach complete site plan on paper rat less than 8 1@ T include, but not limited to: vertical and horizontal "point and l� County c / percent slope, scale or dimensions, north arrow, and gro�b nearest , JyS/ I.D.Parcel s U ! i997 0 26 —13 APPLICANT INFORMATION - Please i►f Sorn yX �`zi q by Dale Personal infomulion you Provide may be used for secor�ry QFdtBEp Property T Lot Localkin 1/4 N,R 1/4.S .ar 22 Property OwneMs Mailing Address Lot! I BikM Isubd. Npnfa or GSM i/1 City Stala Zip Cade Phan Number .❑ CRY ❑ 21 Town Nearest Road / Lim t ( ) New Construction Use: ® Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow la�CL� gpd Recommended design loading rate _bed, gpolflz—,�trench, gpolflz Absorption area required JSR bed, ftZ Z4"_trerah, ft2 Maximum design loading rate bed, gpd/flz—_L,? —trench, gpd/fl2 Recommended infiltration surface elevations) 29e--2 ft (as referred to she pan benchmark) Additional design/she considerations Parent material �� � 2"�rm i � -2' 1 Flood plain elevation, if applicable tt S = Suitable for system Conventional Mound In -Ground Pressure AT -Grade System in RII Holding Tank U = Unsuitable for system I Las ❑ U ❑ S ❑ U ❑Q S❑ U ❑ S ❑ u ❑ S E] U I ❑ S ❑ U Boring # 13 Ground elev. 2?—ItL Depth to Iin by factor -�-�trn. Boring # Ground elev. -q2Ltt. Depth to grtYting factor SOIL DESCRIPTION REPORT Remarks: pro >a-X m. nernarrcs: CST Name (P Print) Telephone No. oaw CST Number Adders �/ 3 �a �549/1 l Jc C-r1Z G, 1 z _Sj:L7 12 .--1— 97 ikm / SOIL DESCRIPTION REPORT !ROPERTY OWNER PARCEL I.D.# Page of Boring # 13 Ground elev. /, TJ�R Depth to limiting factor in. Boring # 13 Ground elev. ,J410-ft. Depth to limiting factor Boring # 13 Ground elev. &�ft. Depth to limiting factor 2 Q�Lin. Boring # 13 Ground elev. ft. ®®w , w�AlJ�ww�1�w��Jw�� wl.� wl10M, M �lA�J�ll�Jwll,�www-lw�ww .' l�Jll�•, L'�' J..1wll.�ww�ww��w�! ■ww■■ww ww.�wwwwww Remarks: ww� w�lAVMMMw M Remarks: �3'�lf�,,ill w>wwRi ww� , w�ww�ww■ Now ��1�►�w��wwa ww� � wi��wwa Remarks: Depth to limping factor _in. Remarks: SBD-8330 (R. 07/96) / rERTY OWNER / SOIL DESCRIPTION REPORT 1 ARCEL I.D.# f/ r Boring # 13 Ground elev. Depth limiting factor >-ql) in. Ground elev. /aL2ft. Depth to limiting factor 'amain. Ground elev. /A/. 7 ft. Depth to limiting factor 2!2in. Boring # 13 Ground elev. —ft. Depth to limiting • Page . of , ®®Dominant ...®�� = iNO MMI, �JAwll,�w l ww ! ■ww■w■w ww.�www��www Remarks: V MM�/��wal�wM I- �. Mml w MiM �1�l� �11 Me ml � MM, w�w�r�www'i �J�•�7wJ� wlJ��wwwwJ ww� �� � will��IL�i�wwww memarKs: w� �, t w ,u�l ��iw�►JI�J l������ww G '. �>ww ► J ww� 1��w��iwww� ww�� w��wwa Remarks: factor —in' Remarks: SBD•8330 (R. 07/96) w%✓-S-T T ip' �c'l9eJ SAX �s KF 741 4 Sops C Safety Buildings Division ty and •8 - _ \� - 201 W=`Washingtrm Ave., e.O. tW 7162 Sanitary Permit Nomba (to be AW in by Co.) 2020 Madison; WI 53707-7162 //77#(o SAN2 .( •Sue D st. t App6lication Tradsactim - k aCCord®CC Ftjflt2 Adol CadC N ig m aI and AIW Pmjea Address (if ddieram tlhN mining address) a requned pn a smarmy paint Note: Application forms for smaowaed POWfS are ma the Depermum of Safety and Professional Servies. Pmwnal information you provide maybe medbor, sector proposes to acowdmue wi�the Law, s. 15.(14(1 m Sorts. [f� n ` L ('� L licationInformation- PleasePrintAlit form tin¢ Property Owner's Name ParcdB -D . !,0 Propany Ownees Mailing xs j PmpeM Loratima nLJ 1f 1 �� ' 1 Govt ,Sink Zip Code Phone Nmba ' le, 10=eL T N; R E1r W ) Building all that Loth pe of (ebeel pply) \J Subdivision Name y e(liag-Numbs of 2FamiIDw / / G �. i YPubhclComrercial-Desatbe Use ❑City of CSMNumbc 0Stak0wned-Dwmrbe Use ❑V-diage of 2 CAA-t, u,-1Z-L4-zz III. Type o (Check only ine box on line A. Complete line B if applicable) `- ❑ Replacmeot System ❑ TranneaNfloldiugTaok ReplmmmOutY ❑Odra Modifiatianm Exiaiog Systm (mplffi) B. ❑Permit Rea Permit Revisits ❑Clmge ofPlmba ❑Permit.Ttansfe to New List Previous PermitNmbc and Ilk Issued BefoR�p,a� Omer of PO Com onent/Deviee: Check all that apply) 1a urized ln-Ground D Ai-Onde ❑ Momed> 24.to. of suitable soil ❑ Moond <24 m. of �7 D Holding Took ❑ OrbaDupersai Corsp®eat (eviam) ❑ AarcatmemDevice (expiaro) JNw t V. Dish tea wt Area Information: �r(/o ) Deign SW Applioatitn Dispersal AaaaRWu¢ed Dupmal Arm c Elevanon /7 , !pn o ,3 VL Tank Info Capacity in (ialklna ToW Gallons qof ♦�� VWt$ Mmnracaner s u � Cg � V a New Taoka F. w*Taft ` t iy a a � m a m m GO sap. ra Holding Tads Dosing (Member VEL ResponsibUi Sfa t- 4 the nerd a mponsibility for installation of the POWIS shown on the attacbed plans. Plu's Nme (Print) s Sigoatme WAVES Numbs uPhone Num cc.-��✓` Z 7 S 177, Plumber's Address (Snort Ciry, Starr. Zip VIIL n /Devartmeot Use nly 7 Permit Fee Dak Issuing Signorine R. for Denial ?to / 7 I DL Co ( en��ii��r Stf(TaPProval ' ' � dispersal cell must ke—S(niCed / maintained ) as per management plan provided by plumber. V 2. All setback requirements must be maintained as per applicable code/ordinances. nssaam ..Pw puma wr M system aaa "war w me �o Iy asly oa paper nor nos nun a ha x r l mean m sue SBD-6398 (R. 11/11) - M A� X ( 5T-aoa6 —�E3 1 i , Wisconsin Department of Corrlg�e2.4 2020 i�SOIL EVAL ATION REPORT Page of_ Division of Safety and, Building II ��y77g ante ' h Comm 85, Wis. Adm. Code St. t_Y0 x cement County } , Attach complete site Benllb x 11 inches In size. Plan must include, but not limit and horizontal reference point IBM), direction and Parcei LD. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Revs y Date Personal irrrorma w you provde may be used fw IremMary purposes (Pnv" Lew. s. 15. W (1) (mil / Zi Property Owner Property Location o f Govt. Lot b(_ 114 �4 S Z T Z 0 N Rl E (o w Property Owner's Mailing A ss Lot # Block # Subd. Na « CSM# Q // — LcJ'n City State Zip Code Phone Number ❑ City El [age Neeaf es oad W i S b ( ) L "Cc 6 k A112%, Construction Use: esider ential / Numbof bedrooms Code derived design flow rate 15 A o0 GPD ❑ Replacement 11Public or merdal - Describe: Parent material �CL/!� Flood Plain elevation A applicable Genenit comments 4-1 &Q and recommendations: System Type JC. e a'/ j _ _ System Elevation__ Boring El Bonng �� # Pit Ground surface elev/D ft. Depth to limiting factor —LS.� in. Soil Applicattion Rate Hatzci Depth in. Dominant Color Munsell Redox Description Qu. Sz, Cont. Color Texture Stri Lure Gr. Sz. Sh. Consistence Boundary Roots GPDMF •Eff#1 I 'Ef�f#-27 L b ® � # El a pig Ground surface elev/Lo 6 L 3111. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. St. Consistence Boundary Roots GPDMf •Eff#1 'Ef #2 Z"1— , p L I �b r C-meenr N 1 = oVU. � [ U ll kr � . laITWL71 IMUluenl oz = 6UU, ` 3u rr1gJL ax1 I J c J MgIL CST Name (Please Print) Sign re CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address ate Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54017 — 2 — Z L) 715-246-4516 -. Property Owner Parcel ID # Page _ of _ Boring # ❑ Boring Q Pit Ground surface elev. V 3ft. Depth to limiting factor%IL2in. Soil lim im Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Cmsistence Boundary Roots GPDlff 'Eff#1 - 'Eff#2 ,3IL m L'f J 1-1Boring # ❑ Boring . ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Descriptim Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDRf 'Eff#1 'Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cnil annll� ra Horizon ')epth in. Dominant Color Munsell Redox Desorption. Qu. Sz. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPID 'Eff#1 'Eff#2 Effluent #1 = BODr > 30 < 220 mg/L and TSS >30 < 150 mgrL ' Effluent #2 = BOD, < 30 mgrL and TSS < 30 mgrL 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. SB66310(a.4M) Soil Test and System PLOT PLAN PROJECT Paul Rode ADDRESS 501 2nd St. Hudson Wi 54016 NW 1/4 NW 1/4S 32 /T 29 N/R 19 W TOWN Hudson COUNTY St.Croix SYSTEM ELEVATION 102.3/10 4' below. fad 1/23/20 DATE CONVENTIONAL %00( CONVENTIONAL LIFT MOUND SEPTIC T SIZE :'5 gallons LIFT TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 # of chambers 44 `, BENCHMARK V.R.P. Base of survey stake ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL -H.R.P. same as benchmark 2-3' X 90' cells with >3' spacing 70' Vents B-2 60' 11% Slope 45' B.M.* Pro 4 Bedroom Ouse 20' 10' B-3 45' -1 20' 20' ST Line >6" of Cover Ll BEDROOM 4 HOLDING TANK DOSE TANK SIZE Line Carriage Lane Nent Scale = 1 /4" = 10' Quick4 Standard Leaching Chamber All shall be ASTM SDR 30/34, within with 20.0 ft2 of Area piping 5.6ftA2/pair of end caps 10' of tank, piping shall be ASTM F891 2 Grade at System Elevation