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HomeMy WebLinkAbout030-1017-10-200 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 20377 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information ydu 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: Allegro, Monica I St. Joseph Township 030 - 1017 -10 -200 CST BM Elev: Insp. BM Elev: BM D criptio too 1 ��L-L V. ' k� a) � &I [a I, TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Zvc� Benchmark �•_7 :7 lao Dosing Alt. BM Aeration " Bldg. Sewer Holding — '" St/ t Inlet 6 TANK SETBACK INFORMATION 1 5yA Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet ptic � � p 1 � A � )/� � � Dt Bottom Dosing , „\ , A I/ - I f hD Header /Man. q . j o y 7 Aeration Dist. Pipe Holding Bot. System PUMP /SIPHON INFORMATION.., Final Grade — r /01( 1 Manufacturer Demand St Cover c � V GPM . j % n7. 7 Model Number TDH Lift Friction Loss System Head er TID t Forcemain Length Dia. i, Dist. to Well 4 t SOIL ABSORPTION SYSTEM BED/TRENCH Width Length ( N f enches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS � - SETBACK SYSTEM TO P/L BLDG IWELL LAKE /STREAM LEA ING nu er: INFORMATION CHA uNET R f � Type Of System: '---'IA UNIT I Number DISTRIBUTION SYSTEM Header /Manifold Distribution �� x Hole Size x Hole Spacing Vent to Air Intake v ,. Pipe(s) 0+ r Lengt Dia Length 5 Dia Spacing 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 es EM No Yes �] No COMMENTS: (Include code discrepencies persons present, etc.) Inspection 1: �� / 7 / V Z Inspection #2: / J Location: 1181 Rolling Hills Trail Hudson, WI 54 ((NE 4 NE 1/4 5 T29N R1 9w) NA Lot 5 Parcel No: 05.29.19.748A20 1.) Alt BM Description =t7 �" clevl,' S� 1 `i� ( C �,�f 2.) Bldg sewer length = l � .�-t � � S�S,�Gyh,, . Wt S 1'�'t$ Ila - amount of cover = q F—ewr I S "lX ,f � � G� .{jlti, r�01 P�N+► 3 DWI , (1� K �D� r Plan revision Required? Yes W No I �, Use other side for additional information. ` ( -71 Date Insepctor s Signature IV ert. No SBD -6710 (R.3/97) ' Safety and Buildings Division county 201 W. Washington Ave., P.O. Box 7162 C -RO /.>4- N) Pisconsin Madison, WI 53707 - 7162 Site Address Department of Commerce 0/ 9 -- 8 -d z IISI J6 tq N'�(, t( ` Sanitary Permit Application Sanitart Permit Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide 3 7 - 7 may be used for secondary purposes Privacy law, - -- --- - ~---- ❑ Check if Revision I. Application Information - Please Print All Information -- State Plan I.D. Number P rty Owner' Name Parcel Number 6�UIc �LL� p pia o £ooz o —Z 2 — — -2-o 7 z� Property ZSZJ Owner's Mailing Addre S 1 C' U I X C. U (1 �� i Y Property Location �^^ q 2w IRwL� �C�!� ^r ��FfICG 6 6k;SJ T?—�N,R�! City, State Zip Codde/ Phone Number Lot Number Block Number ,�/ Subdivision UO L CSM N I/ /Pd N CC __ H. Type of Building (check all that apply) ❑City Al or 2 Family Dwelling - Number of Bedrooms � � []Village ❑ Public /Commercial - Describe Use I Township �O ` Ae ❑ State Owned 31 AS -- '�` l0 NeaP t Road .3 I X J 2 ,�/ Lf-t III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. 1 VNew 2 ❑Replacement System 3 ❑ Replacement of 6 ❑Addition to For County use S stem Tank Only Existin S stem B • ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued 1V. Type of Permit: (Check all that apply) (numbering scheme is for internal use) 44)�Non - Pressurized In- Ground 21❑ Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 3,��• � - / 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic atment 't 49 ❑ Recirculating 30 ❑ Other 0 V. Dispersal/Treatment Area Information: - Z, 4- A--- 1 j N 1� Design Flow (gpd) Dispersal Area Dispersal a oil Application Percolation Rate System Elevation Final Grade Required / Proposed Rate(Gals. /Days /Sq.Ft.) (Min./Inch) Elevation /-7 A6 2,3 VI. Tank Info Capacity in Total r Manufacturer Prefab Site Steel ' Fibef Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks epdc or Holding Tank Z sing Chamber 64D , VII. Responsibility Statement- I, the undersigned, assum responsibility for installation of the POWTS shown on the attached plans. 7 Name (Print) Plum is Signature MPA&MK Number Business Phone Number , rg te . n- &iD - 2 26 2 7 Plumber's Address (Street, City, State, Zip C E66 && p VIII. /De artment Use Onl pproved ❑ Disapproved Sanitary Permit Fee (includes Groundwater D Issued mg � ennt SSiijg�na o Stamps) Surcharge Fee) d/,�i2" ❑ Owner Given Initial Adverse ��a Determination / ondi ions of App roval/Rerons for Disapproval - /. p� Aft comp ft tp th . CcRmiy ooffor the system on pa aot 1ev than 81n: u Inches In sAe SED -6398 . OS /Ol) � �–'" ,, r z o�,�u �''" Al S'I� /J'/ 2 �= — t�s �t �( 1 1 4 Z � t & Y v 1c �� - z,r1c In 4* x C k k MPen c a. s ye-C . i L6 401 M/ Z2�f t X r.� sY � yo vt +- o z gst� Qx � N il -J-u z Y, ri C ,n z + I Cn � Irl , a t � m U D o Z 3 c CD N v zr CD ° n . o a v p t - - z D O N W 0 x 0 Ei o, 0 p a u] n m (0 x 0 3 O CD 3 --- wvERr -.{ D 77 m J n a N T D 0 ] Iw �Ob l binatio.n Se tic Tank and PL1�MP CHAMBER CRO55 SECTION AND SPECIFICATfONS ' <VEFJT CAP WEATHER PROOF JULICTIOFJ 90X 4'C.I. VEIJT PIPC APPROVED LOCKING j0' FROM OOOKC l+IAJJHOLE COVE wtV sd rP .iIU00W OR FRESH ` � wA(ttJ11JG LP.6EL.. ALK IuTAK[: S coraau�r / 6 "*mow. lD0 T i Y Maj. r !B'Ptlf.l. \ +- PROVIDE I --- IAl LE T AIRTIGHT SEAL I 1 APPROVED JOIUT Z A' I APPROVED JOIIJT: 1'tB�R.. F PIPE Tank construction I I w /C.L ty PIPFoc shall comply with I I ALARM ILHIR i 13.15 and 33.20 c r„N PUMP -� -_ OFF 0 O � GoUCRETE ' t BLOCK 3" A ?PSN•c RISER EXIT PE.RPU fED OI.JLy IF TAIJK MMJUFACTURIER HAS SUCH APPROVAL• 81= cDOIN6 SEPTIC r SPECIFICATIOL.IS DOSE TA►JK MArJ UFACTUR F -R.: w1 �C C�JC FJLIMbER OF DOSES: PER DAB TAMK :,IZE: — GAL.LOUS D05E VOLUME ALARM MAQUFACTUR!`R: S•S � �O 5� � iwcLUDIIJG 5ACKlLOW: - GALLONS MODEL WUM6ER: L QL Nw CAPACITIES: A= Z. XCHCS OR ` CALLOUS SWITCH T.JPE: M �Z�� I 8= Z IuCHES'OR � ; P UMP MA3JUFACTURE /I R: ��� -S ��tt C= IULHES OR LQ t1�L 6ALL01JS MODEL NUM5ER: � V D = INCHES OR / GALLOMS 5WITCH TYPE: UOTE: PUMP Aul) ALARM ARE TO CL �) (NSTALLEO OW SEPARATE CIRCUITS 1 MIUIMUM D15CHARGE RATE_�151_GPM VERTICAL DIFFEKEUCE CETWCE)J PUMP OFF AUO. 015TRIbUTI01J PIPE.. FEET � 1v G�17 + / �IIJIMUM METWORK SUPPLY PRESSURE , ; . , , . , , , © FEET -f- l o FEET OF FORCE MAIN X 4L Yjop fr,FKICTIOU FACTOR.. �� FEET ._ TOTAL Oy1JAMfC HEAP FEET As per manufacturer ga /in. 9 ME40 Series Myers 4110 MP Effluent and Drain Water Pumps Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 40 12 35 10 N W 30 "Z 25 6 Z 20 6 � 15 O 4 10 5 2 0 0 0 10 20 30 40 50 60 70 80 90 100 CAPACITY GALLONS PER MINUTE F.E. Myers, A Pentair Company • 1101 Myers Parkway, Ashland, Ohio 44805 -1923 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 K3326 7/91 Printed in U..$.A. Wisconsin Department of Industry SOIL AND SITE E V A L U AT I O I�f P ©`R T a r r Page 1 of 3 Lahr and Human Relations s;3, Si+Vision of Safety & Buildings ,f in accord with ILHR 83.05, Wis. �{ c'la�.;�ode / . CO Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan include�fyui - St. Croix not limited to vertical and horizontal reference point (BM), direction and % of sl ale or PARCE ,Q. X30. } �' dimensioned, north arrow, and location and distance to nearest road. p APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION VIE DATE PROPERTY OWNER: PRO 6 Dean Lindstrom GOVT. L �� 4, T 29 N,R 19 k(or) W PROPERTY OWNER':S MAILING ADDRESS BL B E OR CSM # 481 Bluebird Dr. 5 na csm pending 7 CITY, STATE ZIP CODE PHONE NUMBER ITY []VILLAGE [3FOWN NEAREST ROAD Hudson, WI. 54016 (719 549 -6672 : 11 Rolling Hills Trl [X] New Construction Use [ :�t Residential / Number of bedrooms 3 [ ] Addition to existing building j ] Replacement [ ] Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate • 7 bed, gpd /ft • trench, gpd/ft Absorption area required 643 bed, ft 563 trench, ft Maximum design loading rate • 7 bed, gpd /ft •8 trench, gpd/ft Recommended infiltration surface elevation(s) 106.00 ft (as referred to site plan benchmark) Additional design / site considerations alt. site system el. = 106.6' Parent material outwash Flood plain elevation, if applicable na It S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK U =Unsuitable for s stem ®S ❑ U ®cS ❑ U ® S ❑ U ®S ❑ U ®S ❑ U ❑ S IRU SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft .................. in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 1 0 -15 10 r4 3 none sl 2m r mfr gy 2f .5 .6 2 15 -80 7.5 r4 6 none s osq mfr na na .7 .8 Ground 108 ft. Depth to limiting All( LO fac 4 Remarks:' Boring # 1 0 -18 10 r4 3 none sl 2m r mfr Cfw 2f .5 .6 2 2 18 -78 7.5 r4 6 none is oscf mvfr na 1f .7 1 .8 Ground elev. 108 ft. Depth to limiting +78 Remarks: CST Name: Print V Phone: Gary L. Steel 715 - 246 -6200 Address: 1554 200t4. AA., New Richmond, WI. 54017 m02298 Signature: Date: CST Number: 5 -17 -96 PROPERTY OWNER Dean Lindstrom SOIL DESCRIPTION REPORT Page? of 3 PARCEL I.D. # pending A. Lot #5 Depth Dominant Color Mottles Texture Structure Consistence Roots GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Tmr& 3 1 0 -8 10 r4 3 none s I 2mar mfr qw 2f .5 .6 : . <<> 2 8 -18 10 r4/4 none sl 2mgr mfr gw if .5 .6 Ground 3 18 -26 .5 r4/4 c2d7.5 r5/6 sl lcsbk mfr gw if .4 .5 110 ft. , 4 none s osg mvfr na na .7 ? 6-96 7.5�r4/6 ? .8 Depth to limiting factor +96 Remarks: Boring # 1 0 -16 10 r4/3 none sl 2mgr mfr gw 2f .5 .6 t er ;; • ... n. \,:;'. a 4 t' n 2 16 -27 10 r4/4 none sl 2mgr mfr gw If . 5 ': .6 3 27 -78 .5yr4/6 none is osg Ground mfr na na .8 elev. Ili 109 ft. Depth to � limiting O� y 33 fac%8 Gh ' Remarks: Boring # 1 0 -13 10yr3 /3 none sl 2mgr mvfr gw 2f .5 .6 :4 2 13 -27 10 r4/4 none sil lfsbk mfr gw if .2; .3 Ground 3 27 - .5yr4/4 none is osg mvfr na na .7 .8 elev. 109 ft. Depth to limiting factor , Remarks: Boring # 44::::::v: ? ?. i}:i IN Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) PROPERTY OWNER Dean Lindstrom SOIL DESCRIPTION REPORT Page 2 of 3 PARtEI. I.D. # Pending Lot #5 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Barg, Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 3 1 0 -8 10 r4 3 2mar mfr cfw 2f .5 .6 2 8 -18 10 r4 4 none sl 2mgr mfr gw if .5 .6 Ground 3 18 -26 7.5 r4/4 c2d7.5 r5/6 sl lcsbk mfr gw if .4 .5 110 4 26 -96 7.5 r4/6 none s osg mvfr na na .7 .8 Depth to smiting +9 6 10 Remarks: Boring # 1 0 -16 10 r4/3 none sl 2mgr mfr gw 2f .5 .6 44 2 16 -27 10 r4/4 none sl 2mgr mfr gw if .5 .6 Ground 3 27 -78 7.5yr4/6 none is osg mfr na na .7 .8 10 ft. Depth to smiting i8 , . Remarks: Boring # 1 0 -13 10yr3 /3 none sl 2mgr mvfr gw 2f .5 .6 5 i 2 13 -27 10 r4/4 none sil lfsbk mfr gw if .2 .3 Ground 3 27-82 7.5yr4/4 none is osg mvfr na na .7 .8 elev. 109 ft. Depth to smiting factor +82 Remarks: Boring # n Ground elev. ft. Depth to smiting factor Remarks: SBD41330(R.06/92) STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Dean Lindstrom New Richmond, WI 54017 MPRSW 3254 NE4NE4 S5- T29N -R19W 715 246 -6200 town of St. Joseph lot #5 -csm N 1 =40' BM.= top of NE lot stake C el. 100 /I9 IN ' ) IV 01'D /i Ito N , Z , 3/ Gary L. Steel 5 -17 -96 1752pmE 562 STATE BAR OF WISCONSIN FORM 7 - 1998 660f392 TRUSTEE'S DEED KATHLEEN H. WALSH REGISTER OF DEEDS Document Number ST. CROIX CO., WI Dean K. Lindstrom and Linda C. Lindstrom RECEIVED FOR RECORD 11-02 -2001 8:30 AM TRUSTEES DEED as Trustee of EXEMPT N The Dean K. Lindstrom and Linda C. Lindstrom Revocable CERT COPY FEE: Trust dated August 19, 1997 COPY FEE: RANSFER FEE: 165.00 RECORDING FEE: 11.00 for a valuable consideration conveys without warranty to Monica L. Allegro PAGES: 1 Recording Area Grantee -- -- -_._. _ ­-- . _.. 11 the following described real estate in St. Croix County, 1Name and Return Address State of Wisconsin: :'Heywood & Cari, S.C. 1200 Hosford St., Suite 106 ! 1 1P.O. Box 125 ',Hudson, WI 54016 Part of NEk of NE4 of Section 5, Township 29 North, Range ': 4 st, St. Croix County, Wisconsin described as follows:',_ Lot f Certified Survey Map filed June 28, 1996 in ✓ Volume 11, page 3124, Doc. No. 546107 030 - 1017 -10 -200 Parcel Identification Number (PIN) Dated this 24th October 2001 day of (SEAL) (SEAL) = Dean K. Lindstrom * Linda C. Lindstrom Trustee Trustee AUTHENTICATION ACKNOWLEDGMENT Signature(s) Dean K. Lindstrom and Linda C. State of Wisconsin, ss. Lindstrom County. Personally came before me this day of authenticated this da October 2001 the above named *_ amuel R. Cari TITLE: BER STATE F WISCONSIN to (If not, me known to be the person who executed the foregoing authorized by §706.06. Wis. Slats.) Instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED By Heywood & Cari, S.C., 1200 Hosford St., • _ jl a Notary Public, State of Wisconsin Suite 106, P.O. Box 125, Hudson, WI 5401 My commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Botha e g r not necessary) ' - -_- .- .. ------------------ - is ' Names of persons signing In any capacity mast be typed or printed below their signore. STATE BAR OF WISCONSIN Wisconsin Log v Blank Co.. Inc. TRUSTEE'S DEED FORM No. 7 - 1998 Milwaukee. Wis. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND k wyo, OWNERSHIP CERTIFICATION FORM Owner/Buyer I fn r n l O n I Q&j Mailing Address I 2 Fcuar w �_u I i G (loot Property Address 6 k- r0..& JJ ( ` Verification required from Planning Department for new construction Ot City /State t dso h , W I Parcel Identification Number f ? ,30 101 0 LEGAL DESCRIPTION Property Location N F 1 /4, NE '/4, Sec. 5 , T z`�k N -R iq W, Town of S-1. Subdivision &(_(_tA)( Lot # Certified Survey Map # O', , Volume ! 1 , Page # __, Warranty Deed # (ob O 89 , Volume n a , Page # Spec house ❑ yes O' no Lot lines identifiable dyes ❑ 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, journeyman plumber, restricted plumber or a licensedpumper verifying that (1) the on -site wastewater disposal 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 days of the three year expiration date. SIGNATURE OF APPLICANW 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 the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department.****** ** 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 warrant , deed AJl C 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 Design Specifications Sanita ry Permit Number 03 - 7 - 7 Number of Bedrooms Design Flow - Peak (gpd) Estimated Flow - Average (gpd) Septic Tank Capacity (gal) 2� Soil Absorption Component Size (ft) Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) Maximum Influent Particle Size (in) 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /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 r Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of 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 risers, 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 septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component 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 practices by all occupants 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. On steeply sloping sites, areas of erosion should be identified and reported 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 particularly 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. 2 Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep - rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. 0 _140-V 2,7 3 /G .r I ; Bearings are referenced to the Fn East line of the NE% of Section 5, assumed to bear S00 ° 49 1 14 "W m O M j F ICJ Ir I(1 1r) fn n N 0 o no 1-1 141 IN I -I < S > rr O O • xry O IN IO N W? n r r O m I M O f4 (D o° u 0 IN m �Pa x P. E f.. i - j 0 ,� WC7 C rn I(11 O m 003 O O'U o o.� m: G O N !48 TH ST �RellI,.� 1��QQti �,�ull, ( m rt Ij - - � R1 7 O � I S00 ° 53'2l# WT West line of the NElr of the NEk N x ` m 272.98 3 Of m a II' N J'�r m Irk H Ir- rt d ° r, N m N If o, IrJ m W 2,' o IZI inN IN Ir II I r O n I� 1 F ' 33' IN Ifl 1 M 33 j o In n a 0. w r.i 501 °29'S9�W I(n I -i � r ' r1' �N i o Itn °, (— r L IN 230.00 �� Iy I- m O O' < m IW z 97.Mm I m I mr N o 0 o m S01 "W p° �w I Irll N 0 z 4' Z m _ —i o 0 230.00' E'i m in w I r r I G Qr 1:3 C", M rt .'O C j o iO m N a O r 1t P. P. O H L. 101 � °' a, - o a - 'f If m ~' fn RI O 0 0 T I N Ir1 I �, (U En �•-� 4 x 1 o IT J N01 °29'59 "E SG6.00 "m� W o° Lp q: I - I N fi C o I - I'D . I G I-- (A ID W iN _°_+_ 150 00' 500.00 350.00' 6s' 1 .4 p ;;a 11 tb i� w y 216.00' N01 ° 29 1 59 "E 350.00' Itm m In fC 4 V� m I� -G 1 .. 00 1< If F 1U a H 3 C. R7 N a �i f I (j �' .,� tno i I(1 IJ w °o Iola] to U II - I - i Nrry mF I - J I'n 1 - 1 m N ICI'_ H z OrN tnD m 1 IL toA Ni IZl IS I— N r . <im 0 F Im �¢' O w Ill H I - 107 IN ( S F 62 2071 .65' r• H J N07 °52'28,1 500 ° 49 1 14 "W S00 ° 49 1 14 "W :j O 22 9.55' E N) o C 2 1 4'S6r, O 18 2 -87 , S ti� E It 0 513.00' n m M LOT 1 1 . Cl) ° - > > East line of the NE% o � m In ` ✓O! . 5, PG. 1638 �,0 " cc) , to , " 1 „ w m I 1f 1 O • 0 nmmv(�ma r- (D 1 0 y " I _ - Z T m N A �i o 2'_ � f � ��0mow p W V1 ° D O m I�` n °- u'rn x_ m omom rn rr C d 7 , p Gl N N N U F V1 F -� I i. .... ,..tA.D W D f O , I-,1 l0 l0 aD W N W N D a r n to ° Ir an °°, ..,,U F ' 3 3 Z V. N F N F ft !7 �1 I' N N m i o -+ 2 ;o ° l°r°lorrrF �'• T r^ w7 T . 1 , •"' O N� O. eI O Ow 01 11 H P. C T N o N ° n a o ��N o o v. o F.nm I li, l x• V N n at O O F C° CC O C2 ' ° a