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HomeMy WebLinkAbout040-1293-30-000 0 0 In sr � ] 4) ° 2 / % k (� M 7 CD % Q! § ƒ ƒ ƒ o ° & = ® .4 2 Q ± 0.a 2/\ \\ E0 o C k CD C ; \ ° ( % � a � E 2 ; Ei & w e -4 a 0. a IA (n -4 ° E = Ec _� © OD Ems' (D )z § \ = 2 2 M' (D a j;3 § CL / k \ /� g E ® ®§ ■ Z- , % 0 0 o rT Oro / - 2 & § 2 Cl) m ƒ Cl) _ V 0 -m- @ k \ ƒ c } § .. { \ ou z , & o . k Q [ Q \ $ ( 3 7 § M m CD a, N z CD (D\ w CA . ■ z m � & , a § i _� ■ g CL R E I M ] -4 CL § . / z m § F ( m CO 3 ƒ j k , ® � 0 a 5, ` --j ± )g@ j «_= o <n0 § mE� > &I; m = ! ,e0) » c ��§E {1 Q) % \ E2 = CD - ; �,, m n =oE \ EEA! \J Q. R-0 0CD = : � m2�E \§�t ' y (D (D R§ K \2»mEk 'O 2 » CD CL ° , 0 C — ) = an CD ƒ ¥(D <CL f � = *n N Pr2 = 2 �0 { 0 f ? ® tA CD � 7 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 453108 0 GENERAL INFORMATION (ATTACH TO P,ERMIT)) State Plan ID No: Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Erickson, Todd I Troy Township 040 - 1293 -30 -000 CST BM Elev: Insp. BM Elev: BM Description: / GcJ / / Section/Town /Range /Map No: l� / /' ? " 17.28.19.1678 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing W — 46 !- -r Alt. BM -�� p Aeration Bid . Sew r Holding St/Ht Inlet r 93• U t TANK SETBACK INFORMATION Outlet 4- ']•-7 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic ��_/ Dt Bottom Dosing Head s cTilZ Aeration Dist. Pipe •� I S - S Holding Bot. System Final Grade 3 1 9 PUMP /SIPHON INFORMATION / Manufacturer Demand St Cover GPM ! Y7 Z. Model Number TDH Lift Friction Loss y Head TDH Ft Forcemain Dia. Dist. to well SOIL ABSORPTION SYSTEM 1 3 h - 3 13 BED /TRENCH Width Length No. Of Trenches PIT DIMENS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS � I I l --3 / SETBACK SYSTEM TO PIL BLD WELL LAKE /STREAM LEACHING Maps cture d INFORMATION CHA LINER O 6 U. Type Of System: i / �� Nd .\ �� Model Number: DISTRIBUTION SYSTEM Heade /Manifold Distribution / / x Hole Size x Hole Spacing Vent to Air Intake p Pipe(s) (jKJ Length t Length j Dia a Spacing 1 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over �� Y�� I Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed /Trench Center „ / Bed/Trench Edges Topsoil Yes No Yes No COMMENTS: (Inla persons present, etc.) Inspection #1:q/ Z 1 Inspection #2: Location: 476 E Cove Rd Unknown (SE 1/4 NE 1/4 17 T28N R1 9W) Piney Woods Lot 3 Parcel No: 17.28.19.1678 1.) Alt BM Description =y 0T '�,V /gyp /✓I �' ,�,//f�/"f "/ 2.) Bldg sewer length = s'(r�7- `�� Z� �jf CfbG . - amount of cover = 7. � Q a !�g • �� r W �/�� it Plan revision Required? Yes 4.4140 7 Y Use Use other side for additional information. r- o J _, ZEN �lli�Q /Vl6GL -- SBD -6710 (R.3/97) Date Insepctor's Signature ert. o. ,47 &n pea -4-v � �� e-►�. Safety and Buildings Division Cuunq 201 W. Washington Ave., P.O. Box 7162 ��O��aI Madison, WI 53707 7162 s Sanitary Permit Number (to be tilled in by Co.) (608) 266 -3151 S3 p De rtment of Commerce State Plan I.D. Number Sanitary Permit Application In accord w may be used for secondary purposes Privacy Law, s 15.04(1)(m) /eith Comm 83.21, Wis. Adm. Code, personal information you provide p of t Address (if different than mailing address/-29-3 a �� OQ o 7 I. Application I nformation — Please Print All Information Parcel # Lot 1 Property Owner's Name Property LD Property Owner's Mailing Address ! Section City, State Zip Code Phone Number � ( 7 trcle 5,. rtn.t all II. a of Build' (check all that apply) Subdivision Name CSM Nt ber 1 or 2 Family Dwelling — Number of Bedrooms �5 t1 / f ' /� ❑ Public /Commercial — Describe Use l t l G� � �V wnshipof ❑ State Owned — Describe Use 111. Type of crmit: (Check only one box on line A. mplete line B if applicable) A. ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only El Other Modification to Existing System 2! le --- List Previous Permit Number and Date Issued B. ❑ Permit Renewal ennit Revision El Change of '0 Permit Transfer to New Before Expiration Plumber Owner / r l IV. T ' e of POWTS S stem: Check all that a I K ❑ ❑ n on — Pressurized In- Ground ❑Mound > 24 in. of suitable soil [I Mound < 24 in. of suitable soil ❑ At -Grade Si_gle Pass Sand Filter Constructed Wetland ❑ Pressurized In ound ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ecir ating Sand Filter J ❑_ \ Recirculating Synthetic Media Filter hing Chamber ❑ Drip Line ❑Gravel -less Pipe El Other (expl in) .� V. Dispersal/Treatment Are nformation: Desigi ),Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal A Required (st) Dispersal AreaPropose t y tern El vat on Capacity in Total Number Manufacturer Pretab Site Seel Fi er Plastic VI. Tank: Info p �' Concrete Constructed Glass Gallons Gallons of Unit � /?_(1,�1 � - -(CQ� New Existing Tanks Tanks Septic or Holding Tank Aerobic Treatment Unit Dosing Chamber _ VII. Responsibility Statement I, the undersigne me responsibility for installation of the POV1'TS shown on the attached plans. Plumb r' Name (Print) i Plumber's r re MP /MPRS Number Business Phone Nu er 96V Plumber's Address (Street, City, State, Zi VIII. Counh' /De artment Use Onl Sanitary Permit Fee (includes GrOLlndwa[er Date Issued Iss ing gent Signature No Stamps) Approved ❑ Disapproved Surcharge Fee) �� /� ❑ Owner Given Reason for Denial IX. Conditions of Approval /Reasons for Disapproval `' , n SYSTEM OWNER: / n i J ��- n 1 Septic tank, effluent filter and �2 ��" 1�� V'J dispersal cell must all be serviced it maintained as per management plan provided by plumber. S i{f 2. All setback requirements must be maintained as per applicable code /ordinances Attach complete plans (to the County only) for the system on paper not less than 81/2 it 11 inches in size t SBD -6398 (R. 01/03) �0o- Soil Test and System PLOT PLAN PROJI r tOa rickson ADDRESS 1063 Au tumn Dr. Woodbury Mn 55125 SE 1 1 /4S 17 /T N/R 19 W TOWN Troy COUNTY ST. CROIX MFRS Shaun Bird 226900 DATE 4/14/04 BEDROOM 4 CONVENTIONAL XXX IN -G t, PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 1212 # of chambers 3 9 __ BENCHMARK V.R.P. Top of White Stake f3vu ( SSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL * H. R. P. Same as Benchmark r 14 SYSTEM ELEVATION 93.3/92.7/92.1 4.5' below qrad B. Property Line 3 -3' X 83' Cells with >3' Spacing j�,� kx of � B.M. #2 i a 9�� Slope � ? B -3 M` 30' 80 Plans Designed Using d Conventional Powts 25 ' 25' Manual Version 2.0 85' 5' �l- 20' X00 B -1 K ell ' to meet all 3� het Kacks required by WDNR s �locB . 1� S we. 341' Property Line Pro 4 Bedroom House 308' Property Vent Line > 6„ Standard Biodiffuser of Cover Leaching Chamber with 3 1. 1 ft2 of Area 6' Long 11" Q 34" Grade at System Elevation East cove Rd. ST CROIX COUNT' SEPTIC T�'►NK MAr TENANCE AGREEMENT AND 0�T�1$RSHM CERTIFICATION FORM ks Q-� O DwnerBuy er � � rvs� S 125 Mailing A d dress . o �, s ►�,d ,% property AddreSs t for new construction) (vim cation required from Planning Departmen 2f e, City /State Parcel Identification tion Number / a / ? LEGAL DES RIPS' ON l property Location - � t /s, N� ' / +, Sec. J7 . T N -R L� y Town of die -apt � 1N pC>1J S Lot # Subdivision 'Volume Page Certified Survey Map # l 9 Z7 2 5 � Page ; L warranty need y # �� ` , volume Spec house D yes X no Lot lines identifiabl XYes ❑ no S A T EM NANCE p remature failure to handle Wastes. Properma nr e I,�per use and n aintenanct of your septic system could result in its p What you put into the system three years or sooner, if needed by a licensed pumper. P wnsists of gt�$ oat the septic tank every can affect the function of the septic tank as a treatment stage in the waste disp osal system. St Croi3c Zoning Department a certification farm, signed by the owner and by a •fi pry owner agre to submit to S lumber, iestrictedplur< or a licensed pumper verifying that (1) tae ou -site wastew'e-r disposal system u � m er o � on and/or (2) after inslxetion and pumping (if necessary), the septic tank is less than 1f3 Fill of sludge. and agce to maintain the p civate sewage disposal system w ith the standards Erwc, the undersil� have read the above requirements set forth, herein, as set by the of d to the Sr-- roix County CO�C1ce and the Department of Natural Resources, State t Zoning Wisconsin- etnfic ?ti Q stating that your septic system has been maintained must be completed and returne days o e year expiration data DATE SiGN,?,fURE OF APPLICANT OWNER CER'FICATTO I (we) certify that all statements in this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of in Register of D the property described above, by virtue of a warranty decd recorded Deeds Office_ DATE AGNAVOF result in the sanitary permit being revoked by the Zoning Department. A information that is ruis-rcpresentcdmay ' « Include with this sepplication. a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is wade in the warranty deed T'd ds $ , =TT tro IT SEW Wiscupsin Department of Commerce SOIL EVALUATION REPORT Page of 3 Division of %afety and Buildings W in accordance with Comm 85, Wis. Adm. Code _ ` County � ,L Attach complete site plan on paper not less than 8 1/2 include, but not limited to: vertical and horizontal refere poi Parcel I.D. percent slope, scale or dimensions, north arrow, and I tion and distance to n T(034(S�lll re road. Please print all inform ion. ��� Revt wed by Date A Personal information you provide may be used for secondary p, es (Privacy Law, s. 1 (m)). 7 Zi V y Property Owner ST,GR01' Pf�Pi¢d' ocati' n .fold 1/4 S /T N R E (o W Property Owner's M ilinR Address Lot # Block # Subd me or CSM# city State Zip Code Phone Number ❑ city ❑Village Wown Nearest Road Construction Use Residential / Number of bedrooms Code derived design flow rate li /J GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material ��� Flood Plain elevation if applicable General comments J --� and recommendations: 9 , 3 1 J F71 Ong # Boring Yft. R Pit Ground surface elev. Depth to limiting facto in. Soil Application Rate Horizon Depth Dominant Color Redox Description ETexcit Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 o - 2 __ �,s s r e� oL T3•p © Boring Boring # �t Ground surface ele ft. Depth to limiting factor � • 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 O a� r � a Effluent #1 = BOD > 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) Sig CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Dat Evaluation Conducted Telephone Number - 246 -4516 1008 192nd Ave, New Richmond, WI 54017 -"� 715 W � Property Owner _ Parcel ID # Page of Boring Boring � pit Ground surface elev. J i ft. Depth to limiting facto in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. �Mjunsellll/ Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I J 'Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface eiev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 F-1 Boring # ❑ C1 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/- and TSS < 30 nVL 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. SBa8330 (R.6=) Soil Test and System PLOT PLAN PROJECT Todd Erickson ADDRESS 1063 Autumn Dr. Woodbury Mn 55125 SE ' 9 1/4 NE 1 /4S 17 /T N/R 19 W TOWN Troy COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE4 /14/04 BEDROOM 4 CONVENTIONAL XXX IN -G PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 1212 # of chambers 39 BENCHMARK V.R.P. Top of White Stake f3vu ( ✓PSi` urV SSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL * H. R. P. Same as Benchmark SYSTEM ELEVATION 93.3/92.7 4.5 below qrad B.M. 41 145' Property Line 3 -3' X 83' Cells with >3' Spacing B.M. #2 9% Slope B -3._ 30' 20' B -2 80' Plans Designed Using Conventional Powts 25 ' 25' Manual Version 2.0 T 85 ' 5' 20' B -1 ell ' to meet all acks required by WDNR 341' Property Line Pro 4 Bedroom House 308' Property Vent Line >6 » Standard Biodiffuser of Cover Leaching Chamber with 31.1 ft2 of Area 6' Long 34 " Grade at System Elevation East cove Rd. -T-(�'z r3 VT4sconsin Department of Commerce SOIL EVALUATION REPORT Page � of 3 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 S T. 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. R iewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location . D C3 N R►ZD Q CE I2 Ot- H L G04-W SC 1/4 �,3jj' 1/4 S I T zES N R 19 E (o W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# Q � N W Q SOS City State Zip Code Phone Number ❑ City E] Village ® Town Nearest Road jztU FPCUS I Ij SqUZZ ( - )ts) 1 4ZS- L-)qZ ef W -L t� _ New Construction Use: 2 Residential / Number of bedrooms 3 Code derived design flow rate Q J A Gp^D ❑ Replacement r ❑ Public or commercial - Describe: MbIO Parent material T t L L Flood Plain elevation if applicable !g General comments �! and recommendations: - G Z^ SQL S & j J J / Z 0 r "B� y S l�J G, S T (;AOtx COL WTY ! i ❑ Boring # ❑ Boring • 2 pit Ground surface elev. 1 QS 3 ft. Depth to limiting factor 6 o in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff #1 •Eff#2 o- g l �`1R 3iz — Std Z`FS�k 2 )p�LR316 — s L 1 Z►n s b k 3 37 - y y - ) -LO Ll P-V /Y — 3 U mr - .2 Boring # r❑ Boring W pit Ground surface elev. 1 C) U • ft. Depth to limiting factor -2 2) in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 I •Eff#2 Jb W- 31 Z - S l Z`� S b12 wt`s,- C LQ Z S - z8 lay rz 316 — S s Z m S bk h1`F1� cL - • s - a .1. 3 Z A ) %asvh elki — , Li Effluent #1 = BOD > 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) Si ature CST Number Arthur L. Wegerer O 1. -31$ — 3 220254 Address 4l Date Evaluation Conduc S oil Testing & Design Service Telephone Number 421 W. Hain St. River Falls, 54022 1Z - 18-0 1 715 -425 -0165 Property Owner _ �Zd "D-/a H L - Parcel ID # — Page Z of Boring # ❑ Boring ® Pit Ground surface elev. 1 ��� 1 ft. Depth to limiting factor Z in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil ApplApplication Rate ti in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 •Eff#2 a_a 13`12 Z[Z — S) 1 Z`F MvL - S 1�`1R 31Y I — Si ' I sbvr - 3 L 1o`? 316 `f y 7 Z ID `1R vL6 1 7)1 Boring # Boring ® pit Ground surface elev. 10 1- 1 ft. Depth to limiting factor Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 l o -L� lo`1tzZlZ — st Z`F 1^n'f�- �v _ •s -� .b Z tp -L� to�231 — si Z 5bk m �L4J - . s -� •b 3 l7 -qS tby� 3L� sit 1 b� m z -3 L-13 -L 1 o •t (z 4x16 _ sS yn l - Z s A A I d� 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 /ft 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 = 13013 :< 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. SBM330 ( &6/00) PLOT PLAN Page 3 of 3 f Scale 1 = SO ' Lor Cn1Lx»R � 3wf t - QrL - 1 01.7 ' 6 u 8 / �\ �T3. 2 5 UN� • a.1 GU� J r n r 00 n m y i CoUL 715 - 4 2 5 - 0165 220254 CST Signature Date Telephone ' CST do • Job NO. U 2 5 4 4 P 3 9 5 759062 KATHLEEN H. WALSH STATE BAR OF WISCONSIN FORM 2 - 2000 REGISTER OF DEEDS Document Number WARRANTY DEED ST. CROIX CO., NI RECEI11 u R RECORD This Deed, made between Divine Custom Homes, LLC Grantor, and 04/08/20x74 12:45PM Todd A. Erickson and Emilie L. Erickson, husband and wife as C survivorshiD marital aroyert _ ntee. WARRANTY DEED Grantor, for a valuable consideration, conveys and warrants to Grantee EXE)PT # the following described real estate in St. Croix County, State of Wisconsin (if REC FEE: 11.00 more space -is needed,-please attach addendum): TRANS FEE: 254.70 LpT THREE (3), PINY WOODS SUBDIVISION IN THE TOWN OF COPFEEEE: TROY_ - PAGES: i Recording Area Name and Return Address St. Croix Valley Title Services, Inc. P. O. Box 750 River Falls, WI 54022 -0750 040- 1293 -30 -000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Exceptions to warranties: easements, restrictions and rights of way of record, if any. Dated this )2 day of April 2004 l� * * _ Divine Custom Homes, LLC by: * * Divine Custom Homes, LLC by: AUTHENTICATION ACKNOWLEDGMENT Sianature(s) 4 STATE-OF f /t ) of County. A ) ss. of o6 � c , r I r C�l� ) authenticated this day of ZIP, Personally came before me this -_.... of April 2004 ! the'ab - �med 4 TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the verson(s) w e, eieedtl fdrt�zol ls¢; authorized by 5706.06, Wis. Slats.) instrument and acknow edQ e ~ `` r THIS INSTRUMENT WAS DRAFTED BY Joseph D. Boles - Attornev at Law * l I . River Falls, WI 54022 Notary Public, State of My Commission is vermanent. ¢f not, stat,. ­ •Sn e: (Signatures may be authenticated or acknowledged. Both are not necessary.) • Names of persons signing in any capacity must be typed or printed below their signature. INFO -PRO (8 5 -2021 www.infoproforms.com STATE BAR OF WISCONSIN WARRANTY DEED FORM No. 2 - 2000 I :cn •. SGNV1 0311VIdNn I Cn r = z z e I � m^�1cnn r� W _ 'w l ZC yAe�° m oo ~ 16 '0/ 5 1 o 00N :� .. , z 2 • ti3 . 10 1 Poz /' '• 0�/ � Jam. �9 � •. , o.. , a n o N ........... .................. I - -K- -.-,, -- --£9 '£6 O ;3 Ib,bl e log 1L *3 3„81 ,11 0 00S ................ o' .......................... I u+O to ww toA O on o ............. cn ............................... ' 19'lb£ 3.91 ,I 1 ,00S :C :O N ': •Q as — ........ .m •y N •� \ w ,� , , rn a m , . Q w _ :n I I :........ a u?..... ...................... :G7 o! ,1£'90r . 1 .11 0 00S r n G, N i n rn p at p A W r I N 'i �r� ac �1 DTI `F c to ............................ I �• �p n :IV � i om ,9Z'Z££ 3.81 ,11 o 00S I : V ` ►+� 'a .......... . ........................... C „. O ° I 1 .............. (/) ......................... _ ;G W ..� .06 '95£ 3.91 , l 1 ,OOS . .............. ' - n Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 Co cy Plan tion #1. 1 ystem fails, determine cause of failure, use alternate area and install new system ested replacement area. Option #2. Install system at a lower elevation, by removing chambers, removing biomat, and install new system. Option #3. No adequate area is suitable for replacement area, and system elevation cannont be lowered. Install holding tank as last resort. 3. 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 ' �j ��h�� �� /� A �� ; . �,�