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HomeMy WebLinkAbout026-1135-02-000 Wisconsinbppartment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Aiety and Building Division t ' INSPECTION REPORT Sanitary Permit No: 3 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: /) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. " /�) v Permit Holder's Name: City Village X Township Parcel Tax No: - P.C. Collova Builders, Inc. Richmond Township 026 - 1135 -02 - 000 CS T BM Elev: / Insp. tB�M/lElev: BM Description: N s4y & C 1 40g0LQ0ACW-4-f -Z 1w44 , md , 12 60✓ TANK INPbRMATION ELEVA ION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic `e �' (/y Benchmark G / QUO r kra( 3 l 103, 1 f Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet �.7d" TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. V nt to Air Intake ROAD Dt Inlet Septic ? / � � � ( , S � / Dt Bottom Dosing Header /Man. tl Aeration Dist. Pipe Holding B�ot stem l 2±1 y Fi Grade PUMP /SIPHON INFORMATION S:0 71 - Manufacturer Demand St C ver 5 0 a Model Numb TDH Lift ' 'o ss System Head TD Ft Forceln�i ength Dia. is . o e 7 SOIL ABSORPTION SYSTEM BED/TRENCH Width f Len th No. Of Trenches PIT DIMENSI NS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS g / 2 SETBACK SYSTEM TO P/L IBLDG IWELL LAKE/STREAM LEACHING Man ctu r_ r J' INFORMATION CHAMBER O h c�7� Typ Of System: / r/ ) NJ b / / UN Model Number: N I DISTRIBUTION SYSTEM Header /Manifgld JDstributio y // x Hole Size x Hole Spacing Vent o I ke / rr Pipe(s ��,, J _ y Length / Dia Length Dia k pacing t 23-S SOIL COVER j x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth O er-. Depth Over xx Depth of xx Seeded /Sodded xx Mulched re Be nch —cent" 3 Bed/Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / 2 -0 / O 3 � Inspection #2: Location: 1439 141st Street New Richmond, WI 54917 (SE 1/4 SW 1/4 18 T30N R18W) Evergreen 0 // Lbfi -.)-- Parcel No: 24.30.18 1.) Alt BM Description = NQ 2.) Bldg sewer length - amount of cover = > Ig h jdk. -.,Q, Plan revision Required? Use other side for additional JoYes ❑ 110 d os b () -+ Date Insepctor's Signature Cart. No. SBD 6710 (R.3/97) Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 405108 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: P.C. Collova Builders, Inc. I Richmond T 026- 1135 - 02-000 CST BM Elev: Insp. BM Elev: T Description: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header /Man. Aeration Dist. Pipe Holding Bot. System PUMP /SIPHON INFORMATION Final Grade Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED /TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing o Air Intake Vent t Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over IDepth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes [] No [Yes COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 1439 141st St New Richmond, WI 54017 (SE 114 SW 1/4 24 T30N R18W) Evergreen Overlook Lot 2 Parcel No: 24.30.18.932 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? I Yes ' Information. ] No —� Use other side for additional ' L SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No. i Safety and Buildings Division Cry 201 W. Washington Ave., P.O. Box 7162 �S1consin Madison, WI 53707 - 7162 Site Address D , Department of Commerce z Oz 0 S 1 h 7r_hek ermit Number Sanitary Permit Application In accord with Comm 83.21, s. Adm. Code, personal information you provide if ReWivision may be used for secondary purpoEs Privacy Law, s15. 1 m State Plan I.D. Number / I. Application Information - Please Print All Information � Parcel Number Property Owner's Name MAY Property Owner's Address Property Location / S7. CROIX �'A `s'-�' `' T- yL E City, State Zip Code MMIWFICE Lo um r - Block Number � �3 u sion Name CSM Number II. Type of Building (check all that apply) / Ocity _or 2 Family Dwelling - Number of Bedrooms ✓ ❑Village ❑ Public /Commercial - Describe Use in ❑ State Owned Nearest Road M. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A For County use �Iew 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to Tank Ord- Ezis ' stem P erm i t �N �be � =lsyjed B. Check if Sanitary Permit previously Issued 3 IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) 44PTon - Pressurized In- Ground 210 Mound 47 11 Sand Filter 50 11 Constructed Wetland 22 Pressurized pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. D' rsaUTreatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed rte/ Rate(Gals./Days/Sq.Ft.) (Min.Awh) Elevation VI. Tank Info Capacity in Total Number Manufacturer Prefab rte Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Hold�Tank Dosing VII. Responsibility Statement - the undersigned, nsibIlity for installation of the POWTS shown on the attached plans. '' MPIMPRS Number Business Phone Number P1�N e(Print) Plumbers S Plumber's Address (Street, City, Stan, VIII. otm /De artment Use Only Sanitary Permit Fee (includes Groundwater DaLissued Issu' e m Signature Stamps) roved ❑ Disapproved Surcharge Fee J_ ❑ Owner Given Initial Adverse LID 3 2 g �ef - Determination . Conditions of A rovaUReasons for Disapproval + 1� /kg" s S'T�1+� 1Il�Sj�C�L(y6��--G111- ���Al�L s v N i s 8r i�r s a Tv> y c p l�Ltlrn - `� S 571rtin L 6 N. wA s Attach complete plans (to the County ody) for the syrtem on papa not less than 8112 x 11 inches In size gRT)_A*AQR (R 05 /01) r - � n • 5 �UOT PLAN PROJECT (�Q J c� ADDRESS 1/4_ /T N/R S W TOWN COUNTY MPRS Shaun Bird 226900 DAT �� BEDROOM CONVENTIONAL X IN -G ND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE / &0q LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE f 7 ABSORPTION AREA # of chamber BENCHMARK V.R.P. ASSUME ELEVATION 100° Filter Zabel A -100 ❑ BOREHOLE O WEL *H.R.P. Same as Benchmark SYSTEM ELEVATION L >6 „ Standard Infiltrator Plans Designed Using of Cover Leaching Chamber Conventional Powts with 31.1 ft2 of Area Manual Version 2.0 'Lon 3 " Grade at System Elevation Al� r J�® L O Pr,, . d 1% a , i RECEIVED Wisconsin Department of Commerce SOIL E ALLY �TVOI1 likeMRT Page —L of Z � Division of Safety and Buildings in accordance with Comm 85 Wis. �► CO �& Attach complete site plan on paper not less than 8 1/2 x 11 inches in s e. PlarZ+b MV G OFF E include, but not limited to: vertical and horizontal reference point (BM), Ire ion and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. O Please print all information. evie by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). r Property Owne Property Locati 4 1 1 , 1 d cf'o-' Govt. Lot 1/4/4 �? IT_V N (or) W Property is all ddress Lot # Block # Subd. Name or M# A State / Zip Code Phone Number C] City ❑YII Nearest Road I 'e2�zl . 1 ew Construction Us2Besidential / Number of bedrooms Code derived design flow rate J f GPD ❑ Replacement 1771 Publ!; r mmer 'aI - Describe: Parent material Flood Plain elevation if applicable „!J %,4,� ft. General co mments - y!� , n . / % �` and recommendations: kJ. J a Boring # 0 Boring � Pit Ground surface elev ft. Depth to limiting facto 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 6 - 7 3. Lzi # ❑ in f Boring �s Ground surface elev ft. Depth to limiting factor, in. Soil Appl ication Rate Horizon De th Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Qr. Sz. Sh. 'Eff#1 'Eff42 2 vs S Effluent #1 = BOD > 30 < 220 mg& and TSS >30 ' Effluent #2 = BOD < 30 mg/- and TSS < 30 mg/L CST (Please Print e 2Z�9 mber is I Address Date lion Conducteds 10 _,,,,�phone Number Property Owner _ _ I • �? Parcel ID # Page y of ?� 1-31 Boring # ❑ Boring A Pit Ground surface elev. ! , ' v 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 g 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 '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 GPOM 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. SOD -8330 (RAW) a X2115 Cc L IV- Snriry wd8111th ^�3 i+i•;1�6 CAL ra� - 20' W, W asbla4ton Avc . P.C. Box L,..�. s - ►- � �,� I( WI !3707 - � rr ! h'�� L l s ' ��,.��..�.�- •• - •.�. da f I s �i;tt�ba ttwy Pere lt, AP��ic�t�o �-- -�--� 3 q S(o in w" N� OM au wig Ar10. � 10d1 �a� ll�i� y / C cb�Ok it k�Vi�1DlS � Am r ff. l/3 S-o Z - 00 Ile Lotmow yt t'�1r A C1q►� Iw1 4 0 4 V�� I Wins ......- •• Mumbe ffi Tye of t do*) / Li Y �' P t Ot 1�111rOQLlla `�' Re AIR 5 s,, b I Q Ptib1 GDmtts�lr<1 OWN UN ! 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CROIX COUNTY GOVERNMENT CENTER - 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 -4680 FAX (715) 386 -4686 _...y u1, 2002 P.C. Collova Builders, Inc. 1439 141st St New Richmond, WI 54017 Regarding septic inspection for P.C. Collova Builders, Inc.. Location of Property in St. Croix County: Municipality: Richmond Township Subdivision or Plat: Evergreen Overlook Certified Survey Map: Lot: 2 Address: 1439141st St Dear Applicant: A septic inspection of the above reference property was conducted on N /A. This property is located in the SE 1/4 SW 1/4 of Section 24, T30N R1 8W, Evergreen Overlook (Lot 2 ), Richmond Township, St. Croix County, Wisconsin. At the time of the inspection, this septic system was found to be code compliant for a 3 bedroom home. If you have any questions regarding this, please contact our office at 715.386.4680. cerely, � Pam Quinn Zoning Staff cc: file i i i I 1'd�J�l — y)e C/�r� �iao� �Dai.aJ dFiPic'� o� r t 3$cdo �. beY �Gfo( e,Bz �i4fV �,_ � C c- C...- O e Jd U �w �� /� � � ,� ,� �' L �C /(/' '�P � � � C/� L" y �i O O /7 �jeA/ � !.) l /Y i Cpl h�d.,u �-- o g� r s Q 61 3 VOAUJ i it C1 X lA E� xr °o K, - to o Q 0.2 a N R L V '- L v/ VJ ( m 4 CL • 4 • • Al g� lieu t v N� uwM C v, CL I!L E Q, - j 12 11 a , . LL 1j ... �. , J) Z3 N wv iscdn�fn 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 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please pr "f rid Reviewed y Date Personal information _,.. you provide may be used for sec �iy proses (Pri vacy Law,, :' 15b4 (1) (m)). z Property Owner y` 1- 1 A ,, j!: I Pi iperty Location P ad . , G o vt. Lot S5 1 /4SG 1/4,S z,Y T 32 ,N,R l E (or)CWj_ Property Owner's Mailing Address e } Lot Block# Subd. Name or CSM# - 1 0 1 5 L ( ;:,pax ver ee d k City State Zip Code' , Phone N i—F City ❑ Village ® Town Nearest Road tJ�C�1�Q kla l c o n a >< New Construction Use: residential / Number'of -beY r6oms _ Addition to existing building Replacement LJ Public or commercial - Describe: Code derived daily flow ( 0 cyd gpd Recommended design loading rate • bed, gpd/ft 1�_ trench, gpd /ft Absorption area required 4 O cd bed, ft `trench, ft Maximum design loading rate bed, gpd/ff? . C trench, gpd/ft Recommended infiltration surface elevation(s) uP fJs f' Q/•Agy �'' e �� �� ft (as referred to site plan benchmark) Additional design /site considerations 14Z11. t q w s/ ? Parent material -� cro_S �1 Flood plain elevation, if applicable S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = unsuitable for system [p S ❑ u E;PS ❑ U ❑ U I [FFS ❑ U I ❑ S Vu ❑ S R u SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 hlfw in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench id, -i to �. S.1 2 rrr E 5 s Z h Ground , �� I�Ca _" L5 . �— elev. Depth to limiting fa or ' in. Remarks: Boring # a-8 l 3 )� °_ 5(I 2000tbk on CS Y S' . tp erg y rZ: C.S 5 Ground '4 76 1 ICa "' � - -S ; �a elev. S . Depth to limiting - f gr in. Remarks: CST Name (Please Print) ignature __�\ Telephone No. d 5 u�n�k�r ��� Address Date CST Number Zl OlyS L z PROPERTY OWNER SOIL DESCRIPTION REPORT , Page " of ' 3 . PARCEL I.D.# J.ot 2 A Boring # Horizon Depth Dominant Color Mottles Structure 2 in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots I Bed , Trench c -� 16 3 5 2-mobL mkt c l v � (� Z i2-� to 114 L� S Ground lb -, �4 LS fYl S YY1f C5 — 1 elev. Depth to limiting f pr q in. Remarks: Boring # rna k c 5 l u (� s S 31 g� t0 r �t l� L5 -1 m m C5 -� Ground elev. Depth to limiting �y factor 94 in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots PD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # 1 0 10 :3 Z s%/ Z m�bk r�� C_ _S 6 . Z ►S 3 J �� LAS r n-r C-3 z 306 ( ( q& , �S I m5 m fr c s d Ground ; elev. Depth to limiting ; factor . M or in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R.9/98) PAGE_ NAME ��� er LOT# L LEGAL DESCWPTION-C.-- V4-lQ,N,R /,�T (orI Vy/ SCALE: 1 "= �U BM 1 ELEVATION BM 1 DESCRIPTION BM Z ELEVATION BM2DESCRIPTION q �ri2. l�JZ/`�a``� ' SYSTEM ELEVATION G.owef q'1 rC/1- _ ALTERNATE ELEVATION F'Z, 5a oe&-r• IZ,5 CONTOUR ELEVATION , G4- y i SIGNATURE DATE //�—� FROM P C COLLOUA 13L.LRS, INC PHONE NO. : 715 549 5:ii Feria• 0? 2001 e7:33AM Pi ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FOR.IM Owncr/Buyer ?viailitlg Address C C? . /f d f. (,; J 1(� , Property Address `l I ;Verification required from Pla g I cpartsnent for new construction) City /Stato NP,t.J QNyAo.mtnol- Parcel IdecitfFcatioci Numbcr LEGAL DEZCRIMQN Property Locadion JF- 5yj ' /:, Sec. N -R W, Tcwii of 1 Subdivision a Cet - 'Zicd Sur 1A-an -,I Vol'um.c Warranty Deed I �� c, b Volume Lt Pa -zc # Spec Louse ❑ yes`( ra r:�t lit; id��aitiabic ;•w 7 no SYSTEM MALNT i.mp=per : - -e and maintenac:c of your sortie system cauld result in its Frcat=t fai urc to tannic -e,-jstc i :ogee mair tcaaccc consists of ptuuping out the septic taak ever=y tL= year or sooner, if acded by a 1i:--=cd ==tr. What you put into the system can affect the ftmcdott of the septic taak as a treaatent stage in tl>,o waste disposal syrtem. The property owner agrees to subMit to SL Croix Z.c-niag Depi tmc: t a ctr t atioa form, signed by tiro owner. and by a MI S 'Wp +J = ber tnctcdpl= beroraIicansedHum merva ify= gfLt( 1) thean- ratawastc-xatc:disposalsyste:r is in proper eperltiag condition and/or (2) after impection and pumping (if ace- s.:,a -; ), the septic tank is I= than 113 fu11 of sludge. I/we, the undersigned have read the above requirements std ri -e to maintain the private sewagc disposal system with dre standards set forth. herein„ as set by the Depart==::t of Commerer, and the De£artmcat of Nat=i Resources, State or Wisconsin. Certification stating that your septic rMem bas been maintained must be cempte!cd and returned to t=ic St. Croix County Zoning Office withi : 30 dar, r.?Tirati date. X APPLICAM• D ATF OWNER CERTIFICATION I certify that all statements on this faun are true to the best of ny lour) knowledge. I (we) ant Wt.) flit owmt(s) of the pga(Sertq desc24i above,' y virtue of a my dczd recorded in R.rgistcr of Deeds Office. P j /// 0 F APPLl DATE "' "�•« information that s mis � result in the sanita •'•••• �Y y rY per.-nit being revoked by tltc Zoning Department. `» Include with this application: a stamped warranty dccd from the Register of Deeds oMcc a -npy of the certified survey map if reference is made in the warranty dccd Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity in- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In -Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567 -P (R.6/99). Table 1: System Des i n Specifications Sanita Permit Number Number of Bedrooms 3 Design Flow - Peak ( d) yso Estimated Flow - Average ( pd) 3 Septic Tank Capacity (al) Soil Absorption Component Size W) Type of Wastewater Domestic Table 2: Soil Absor tion Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak ( d) Maximum Influent Particle Size (in) 1/8 Maximum BOD (m /L) 220 Maximum TSS (m /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years 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 accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Septic Tank and Soil Absorption Component filter Is equipped with an alarm, the filter #hall 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 oontente removed when the volume of scum and sludge In the tank exceeds 1/3 the liquid volume of the tank If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation In the tank. Manhole dears, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-Inches In diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry Into the tank. No one should enter a #optic or other fteo rent or holding tank for any reason without being In full compilenoo with OSHA stsnderds for antoring it conllned space. The vtmosph&V within the sept/c or other trubnent of holding tank my contain lethal yasss, and rame of a person from the Interior of the tank may be diftuff or impossible. Tank abandonment #hail be In accordance with Comm 83.33, Was. Adm. Code when the tank Is no longer used as a P®W rS component, Sall A oMlo...n Corm oo� enj The soil absorption component serving this structure Is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown In Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation, Good water conservation preotices by ali o=pants and the installation of water conserving plumbing fixtures are key factors In extending the useful life of this component. The soil absorption component's operation must be assessed by Inspection at least once every three years. The Inspection shall Include recording the levels of ponding, If any. in the observation pipes, and a visual Inspection for any evidence of surface seepage or discharge from the component. Can steeply sloping sites, areas of erosion should be identified and repotted to the owner for repair. The surface discharge of domestic wastewater or sewage from the system Is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided partloularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or Impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen Into the soil and dispersal cell, Which may lead to more Intense, and earlier, organic clogging of the soil. i 2 i Management Pian for a Septic Tank and Sall Absorption Component Plantings of deep-rooted trees and shrubs directly over of within ten feet of the component should be evoided since root Intrusion into the oomponent may obstruct wastewater flow, Contingency Plan In the event of system feiiure, a new system could be Installed in an alternate area. With the Instailatlon of a divarter valve, the existing system oould also be reu$W after a period Of three to few years, It Is the property owners responsibility to maintain the alternate area free from any planting of trees, shrubs, eta. In case of failure of the original system, the aiternata am will be needed. If any trees, shrubs, etc. have been plantad on the alternate area, they will have to be removed at property owners axowwo, If aiternsts area is destroyed, there are other aitarnative systems that can be used, in which, could result in added expense to the property owner, Any tank abandonment shall be done In accordance with Wlso. Code 83.33, Any questions regarding this code, please contact your lows Zoning Office or contact the Instatift plumber. FRQM P C COLLOVR BURS, INC PHONE NO. 715 549 5911 Jul. 21 2001 01 :54PM P1 UVWOO TUE 11:33 FAX 716 364 4687 RE41STER OF DEEDS Qn02 CN: i5itp 242 1D t7n7t: A 4P WL1CdfiSW zr j.. SS 7r p! ` f 'w Dearrsail Mamocr �iRA>!fTY D�� IU Dgw( msao btRlYten 6�tvsa.t lkrrfett 'I NZ 1 0rastor. and P CatJo►"f guibdse6, (,ut.,><hliataasa Carpostittua � �tnN Grow, kr a ntatela conzw - der, a4vol 104a8ucs Site taltolrinY daerlbed nil rotate le S2. 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