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HomeMy WebLinkAbout040-1304-09-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: � 499231 0 GEN�AL 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'. Dehler, Andrew I Troy, Town of 040 - 1304 -09 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: fryg, eq C_ 5 T 08.28.19.1815 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER �, CAPACITY STATION BS HI FS ELEV. Septic 3 Benchmark �� p r 10`l 2 84S 2 W n Z(' Alt. BM FI L.,_ Po �a �. 525 '16,15 a� Aeration Bld . Sewer �( g5 SID Z Holding St/Ht Inlet 5, 7-0 1 92$ TANK SETBACK INFORMATION St/Ht Outlet 5 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic i n1 Dt Bottom its (�- � 7 �(o _' Dosing Header /Man. /3 Z l �qs S3 Aeration Dist. Pipe / 3. SZ $95 . Holding Bot. System / I/ - g (R ,y, g 1 That Grad PUMP /SIPHON INFORMATION � �r..�� /0 •7$ I'v7'6' �S Manufacturer Demand St Cover GPM 3S rjb 7 SSS J ti(f� Co Model Number TDH Lift Friction LSS System TDH Ft Forcemain Length . Dist. to Well SOIL ABSORPTION SYSTEM BED /TRENCH Width Length i No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid�h DIMENSIONS C? Z -�� SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: /� INFORMATION CHAMBER OR 13, 4• X S, '\ Type Of System: , / L � J UNIT Model Number �, o J � o ,�. p �. NIT 'T DISTRIBUTION SYSTEM ��- Header/Manifold IDistribution x Hole Size x Hole Spacing Vent to Air ntak Pipes) � Z r _ et Length 5• � Dia � Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over / Depth Over xx Depth of xx Seeded /Budded x fv! niche I Bed/Trench Center 4, 65 Bed /Trench Edges \1. Top `*_1 Yes No Yes No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: / / Inspection #2: / 1 Location: 437 Sunset Drive Hudson, WI 54016 (NE 1/4 SW 1/4 8 T28N R19W) // Sunset Valley Lot 9 Parcel No: 08.28.19.1815 1.) Alt BM Description = / 2.) Bldg sewer length = 12- - amount of cover = 3 Plan revision Required? Yes XNo 7-o J / _ g3� 7S Use other side for additional information. �P lJ Date Insepctor's Sig ture Cert. No. SBD -6710 (R.3/97) Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 *sconsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608' 3151 Z/?Cc 1 Z3 1 Sanitary Permit Applica 'o State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal informa ou prov may be used for secondary purposes Privacy Law, sl5.04(1)( Project Address (if different than mailing address) r- rnlMr 1. Application Information -Please Print All Info mati Property wner's Name OCT Q 2006 Parcel # of # Block # 0 W - _ \ Property Owner's M ailing Address Property Location City, S Zip Code Phone Number = 'A ��G) tk,Section \ (circle II. Type of Building (check all that apply) ak 4%6 S� T �� g_ N; R�E ow ` v 19 1 or 2 Family Dwelling - Number of Bedrooms n w Subdivision Name - 12SM N,,,, b El Public /Commercial - Describe Use p rr El 0U State Owned - Describe Use t3 4 eM ❑City_ ❑Village Township of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. New System y ❑Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner t IV. Type of POWTS System: (Check all that apply) Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed Of) tion 7 / y> / D© ✓ 8 b 5 / VI. Tank Info Capacity in Total Number Manufacturer Prefab Site teel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing / Ol� 5Z5 Tanks Tanks �✓ / Septic or Holding Tank Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- 1, the undersigned, asgume responsibility for installation of the POWTS shown on the attached plans. Plum V111a me Print) Plumber' Si g r MP /MPRS Number Business Phone Number ; Plu is Addre is (treet, City tate, Zip C ) .� J, VIII. County Department Use Onl Approved ❑ Di Sanitary Permit Fee (includes Groundwater Date Issued Issuing t Signatur (N tamp Surcharge Fee) // -- ❑ O iven R for Denial �� • dC) IX. Conditions of Approval /Reasons for Disapproval SYSTEM OWNER: 1. $epde tank, effluent filter and diapered cell must all be services / mak t kM as per management plan provkled by plumber. 2. AN setback regtirrements must be maintained as per applicable code / ordinances. 3 Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size 1 SBD -6398 (R. 01/03) i �31AWO M3TZY? I� _----" - V cuter / Asa r COPY , s� 1 -3 /2 scorRsinDepa of Commerce Zp�ndlndta SOIL EVALUATION REPORT Page of 3 Wi Divisi on of Safety a Buildir 1 dan with Comm 85, Wis. Adm. Code Cry ST. CROIX Attach complete pla &$l1 81 x 11 i r to w n size. Planmust include, but not li iteto: re arm t Ne Parcel I.D. (Pending) percent slope, scale a location Please lion. R Date Personal infmrnation you provide may be used for secondary purposes (Privacy Law, S. 15.04 (1) (m)). Property Owner Property Location ■ ARTHUR & MARIYLN FEYEREISEN Go Lot — NE 1/4 SW 1/4 S 8 T 28 N R 19 EE ( Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 420 Townsvalley Road 9 — Sunset Valley City State Zip Code Phone Number Ocity EIvllage ElTom Nearest Road Hudson, WI 1 54016 ( 715 386 - 2122 Townsvalley Road Q New Construction (1see Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Pubic or commercial - Describe: Parent material outwash/sandstone Flood Plain elevation if appicable N e R General 0° Conventional In -ground trenches - to be designed by installer and recommendations: � 6 � n 0.6 loading rate 7,.3 PB- Boring ❑ Bow > Pit Ground surface eiev. 898.2 ft. Depth to limiting factor El in. Sob Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsei Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 *EfI#2 1 0-4 10YR2/2 — I 3f -mgr mvfr ab 3vf-m 0.6 0.8 2 4-14 10YR2/2 — 1 2f -mabk mfr ai 2vf-m 0.6 0.8 14-28 l0YR3 /4 — I 2f -mabk mfr cs 2vf-m 0.6 0.8 4 28 -36 10YR3/6 — I 2f-mabk dh aw 2vf-m 0.6 0.8 5 36-45 10YR4/4 s & gr osg dl aw 3vf-m 0.7 1.6 6 45 -90 10YR4/4 s 0sg dl — — 0.7 1.6 (Horizon 6 has 10- 15 %g.) B Boring # Boring 892.23 >102 Q pit Ground surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff in. Munsei Qu. Sz. Cont Color Gr. Sz. Sh. *EfT#1 - 082 1 0-5 10YR2 /1 — I 3fgr mvfr cb 3vf-m 0.6 0.8 2 5 -20 10YR2/1 — I 2fabk mvfr as 2vf-m 0.6 0.8 3 20-25 l0YR3/3 — sil 2f -mabk mfr as 2vf-m 0.6 0.8 4 2545 I OYR3 /4 — sil 2fabk mfr cs 2vf-m 0.6 0.8 5 45 -102 l0YR3 /4 — s Osg ml — — 0.7 1.6 * Effluent #1 = BOD > 30 no mg& and TSS >30 < 150 mgA_ * EfBuent #2 = BOD < 30 mg& and TSS —< 30 mg& CST Name (Please Print) attre CST Number M Jo Hollister ®� 1N 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, Wl 54022 01 - 13 & 07 - 08 - 04 (715) 426- 1775 Pr operty Owner FEYEREISEN, Arthur (Lot 9) Parcel ID # (Pending) Page 2 of 3 C Boring #� el Pit Ground surface elev. 888.43 ft. Depth to limiting factor X98 in. Soft Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh_ - EfW 1 - Eff#2 1 0-7 IOYR2/2 — sl 3fsbk ds cb 3vf-m 0.6 1.0 2 7 - IOYR2 /I — sl 2f -msbk dsh ai 2vf-m 0.6 1.0 3 36-41 7.5YR3/2 1 2msbk mfr cs lvf-m 0.6 0.8 4 41 -98 IOYR3 /4 — sil 2fabk mfr — — 0.6 0.8 (Horizon I has some gravel.) 7 L Boring # Boring Pit Ground surface elev. ft. Depth to fiFnit ng factor in. Rate Horizon Depth Dominant Color Redox Description Texture Stnickme Consistence Boundary Roots GPDW in. Munsell Qu. Sz. CpnL Color Gr_ Sz. Sh. - Eff#1 - Eff#2 3 s iti A, / a'S y 4 4 Aj F-1 Boring #� Pit Ground surface elev. ft. Depth to limiting factor in. Soi ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 I -EfW2 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. SBD- 8330Tesl (R07/00) POf t PAM * 'Iff p t1f OWN.: iv C tom) Pe-S. . E E q 0 ST, C BR s �50L BODY W/ Wma NO COMIM M ?,Yyt lo k-'s i x 0 X22 see. two j y - 882A i �� T O O I H N N 2 .( p 119 I QD S h� x 0 PC N cn 228 ��� \ � •y � ' j �� � � 46 x /v W 0 LO 00 / M 1 �1 0 000 // I lW � Jr �� W oa et, / I oo H Z Q c DO 0 oo c W I— - �6 er g• ��� 1 —� Q�r LN X W W `� \ 8S Z S y v \ 5 L5 N in + •7 11 W 296 ,O W C} r `� 3MN o Ico �h,a CIO X.M N r; irg 6£'89 N 2 rn I � ` I\ \ x ^ I 4 3 C7 ;` x I �. x .9Z *L£9Z M .. /99, ` �x i/l 3N Hl 3O"�3W 7 LS3* Ln Z N X I W °i rn 1 1 W ^i � i W o i 773695 ItBOlIOIY Ef�lO A� ti SUNSET VALLEY LOCATED IN THE NE 114 OF THE SW 1/4 AND THE SE 1/4 OF THE SW 1/4 OF _LOCATION MAP SECTION 8, T28N, R19W, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. A COT I -r VOCf/ME JO -1= I _ } PA f 1/34 00_�L'U_M£NT S1 28 ,� I TAO. 17 nnj LOT 19 I I 7AE. 4316 i LOT 1 \ 1 � 1 \ i.' I �I LOT 14 "' I a - _ _ .__- ___ . --. > O, LOT 1B \ S - LOT 1e \, •\;,,n.s )I y �I. ,. p I Ix"1 eblF LOT 13 i mp SCALE IN FEET ,ap OUTLOT t LOT I I§ a LOT 0 A .. Aso / . _ 1 '. ° af VA Mm M - ,p " •. > O pa,wnrc EnsES.art I I " , wv "'r&'r 9 ° .fi iz� a a ° ar / l LOT 10 i LOT 11 •,. ?� _ � "a � § I I i0 m�ra .° r,a sr. pu,. m„n a,r,rr, / 4 I / - 7 A W I .I SE -SW e 7 — I Y4L uME. 12 — I q. PAC-C. 4.577 a i 00c.- or"Z9Z -5 _ - Loz ,Z YOLUAk- I/ QQc IID_G. i ..� LUl 1 Lol J I \ \ '\ c 51v- -VQLU E- 1I YQLUMF_ 77 PAGE' - 4577 I I eALe_457z DoG.- yTJ291S_ sl \ . ; Da.C.1L329zs_ i m� - �� 5 0. (UfuG 5 - I]N aE �i TE1xp wo awrcvw L .--- _ . ._ -e �N< WI EIpFTI�q CULAMr MWR LL& EAra: h -�i — -- _ , �a-vr. fn,a� m. rtla ra, s• v raw .,n I ~I A TTED LAN tFD. M4 A aK MW. . TE Dni 21 ME 5N MT or iK, xpW. f/NPL (,'_ OI 1u — A ,r ar .uT. 2 215 °fV5Tp 1M ]A pAY Q —1. 2W,1 nts rrsTre,csrt wasTm °r oAerL a atoEi scrT , �. 1 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address S;L` t $ tot —, A r -e - per— Property Address 1 1 (Verification required from Planning & Zoning Department for new construction.) City /State t'cu�- pyy . Parcel Identification Number a 4b - 1 3&q LEGAL DESCRIPTION Property Location _U_ 1 /4 , D 1 /4 , Sec. $ , T z �_ N R _!q _ W, Town of Subdivision �6 ur�.5et 1�4 L.L ¢..�/ , Lot # _. Survey a Volume Pa Certified Sur M # Vo e # , Y P � g Warranty Deed # , Volume , Page # Spec house yes Lot lines identifiable yes n SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The roe owner agrees to submit to St. Croix Count Planning & Zoning Department a certification form, signed by the P P riy g Y g g P owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper 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 Planning & Zoning Department within 30 days of the three year expiration date. 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. Number of bedrooms ho /11 d �o SIGNAT OF APPLICANTS) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) a VT She , 0 { I 'SW jf 1` 9 f Ow A m Abut V / 1 l it J WATZ tu► MAW � I A L, � t a t !tr7 7 - 71 11 MIT Q A r 4 r r e e t� x u�L 9 SIR .6o 1 ."i 1 � T R { ,f'0 x s a h b, is xx . �A b 71 8R mm x ,� 4r' �; t< z � s� :1;,� �. z , A, rhp . � 3 • ' r I � .� d ,� � �� - i � .� �' is • f i��ri fir t>r .. > �i. i . �, �� � l i i m (. .+A { r r� N OM E? .$ fi5a!° #�'� ;�,.Z,�y,A too its .!•� W f r . 1`X444 f k x,� w Avg S I R . y 1, w as 4� Fr 1�h A S B..i,._d POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORN[ATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity ga l ❑ NA Permit # Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms G ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units CPi4A Pump Tank Capacity al _Z NA Estimated flow (average) gal /day Pump Tank Manufacturer -a NA Design flow (peak), (Estimated x 1.5) gal /day Pump Manufacturer Jff NA Soil Application Rate gal /day /ft2 Pump Model _f5 NA Standard Influent /Effluent Quality Monthly average" Pretreatment Unit ,15-NA Fats, Oil & Grease (FOG) <_30 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BODO 530 mg /L t ,In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L ,12f NA ❑ At -Grade ❑ Mound Fecal Coliform (geometric mean) 510 cfu /100ml ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: ❑ NA Other: ❑ NA Other: ❑ NA * Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once eve ❑ month(s) every: ear(s) (Maximum 3 years) ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cell(s) At least once eve –� ❑ month(s) n'' 51 year(s) (Maximum 3 years) ❑ NA Clean effluent filter At least once every: ❑ month(s) ❑ NA 5� year(s) !aspect pump, pump controls & alarm At least once every: ❑ month(s) FZNA ❑ year(s) s= 7 8te-afs and pressure test At least once every: ❑ month(s) I—IA ❑ year(s) - V At least once every: ❑ month(s) ❑ NA ❑ year(s) Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master 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 combined 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 (Y or more of the tank volume, the entire contents of the 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, and any servicing at intervals of :02 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. START UP AND OPERATION Page ,--R of For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that 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 occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) 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 Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the 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 disturb 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 POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; 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 properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All 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 properly disposed of by a Septage Servicing Operator. • After pumping, all 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 fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required 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 soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat 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 AND /OR 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. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name Name i Phone _ Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name —� Phone Phone -> This document was drafte : :mp lance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. START UP AND OPERATION Page __2 of For r4ew c prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that 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 occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) 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 Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the 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 disturb 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 POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; 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 properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All 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 properly disposed of by a Septage Servicing Operator. • After pumping, all 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 fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required 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 soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat 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 AND /OR 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. ADDITIONAL COMMENTS POWTS INSTALLE POWTS MAINTAINER Name Name Phone _ Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name Phone Phone This document was dra- e_ :;: -z) I iance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code.