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HomeMy WebLinkAboutseptic info CITY of ORONO Municipal Offices ~ Mailing Address: Street Address: S G 2750 Kelley Parkway P.O. Box 66 xEsKO Orono, MN 55356 Crystal Bay, MN 55323-0066 To: The Current Owner of Address City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a periodic basis. The onsite sewage treatment system at the above address has been inspected and the following is known about the system. A sketch of the known components of the system is available for most properties at the Orono City Hall. Imminent Public Health Threat Yes No If yes, please contact the Onsite Systems Manager at 952-249-4626 within 10 days of receipt of this notice. The septic system must be brought into compliance within 90 days. Failure to do so will result in referral to the City Attorney for legal action. System Identified as Non-Compliant Yes No If yes, system must be brought into compliance by: December 31, 2007 December 31, 2010 Other Septic Tank(s) mp out Needed Yes No The City recommends the septic tank(s) and/or lift tank be serviced and pumped out every three years. City records indicate the tank(s) were last pumped out on &10 0 :i A_ The tank(s) should be cleaned through the manhole and not through the inspection pipes, this allows for proper cleaning. Comments: Inst r Date of Inspection Telephone(952) 249-4600 0 Fax (952) 249-4616 www.ci.orono.rnn-us 01 O CITY of ORONO Municipal offices f4 �G sweet Address: g5�-�49-�16o O Halling Address: p$' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Say, Mil 55323-0066 To Current Owner: Address: City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years. The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY (1-3): '1 )"CODE SYS'T'EM"An LSTS which mects all the location,design and construction tion standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or earlier,and which is not Wing or an imminent threat to public health or safety. 3 "NON-COMPLL NT SYSTEM" A prohibited tTS;an ISTS located within a designated 100-year flood plain,any ISIS which may or may not meet all the location,design,or mon standards of the current Orono Municipal Code and which is failing for any reason;and any ISYS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. TANK CONDITION(5-7): Tank inspection indicates: 5 Pumpout not needed at this time. LJ -Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years. j Tank was last pumped. )• Make sure septic-tanks are pumped thmmh manhole and not throneh white inspection nines. This allows for the proper eleanisiz. Keep water softner and iron filter diseharize out of septic system to weloag life of drainWd. Ask Damper to test alarm float to verify alarm is still werldn in your house. The alarm warns owner that septsee is about to backup into basement. 7 Inspection risers missing-tanks.could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If tanks have not been pumped out within the last three years,they should be pumped orf now. [, PANNIZIELD CONDITION(8-10): 7f Drainfield is dry,no surfacing evident. 8 . 9 Some evidence of surfacing,not critical yet. 10 Drainfield is saturated and visibly discharging untreated eluent to the surface. Contact the City Inspector immediately.Repairs must be complexed within 90 days. i r D is CONDAENTS: 0�r%,--r '� e5fS . �!c Wit•,. :rSpt�3. CSC S or. },M�1S e'.� q�t47- a Date of Inspection Matt Bolterman- Septic System Inspector Note: In the event that this inspection report is used to satisfy the requirevients for a mortgage or other transfer of property,be advised that this report does not guarantee or certify that an existing system will continue to findion properly, but is ni + an opinion of the adequacy of the system under current conditions based on the available information. CITYof ORONO ' ti Municipal Offices JI� �-,;; Malting Address: ,� '�Y Street Address: Hog 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323.006E 95d-zm-4600 To Current Owner: Address: 3/5 TD rkg \--g Rd City Ordinance 199 requires that each existing on-site sewagetreatment system in Orono be inspected every two years. The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY 0-3 : t CODE SYSTEM"An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or earlier.and which is not failing or an imminent threat to public health or safety. 3 "NON-COMPLIANT SYSTEM" A prohibited ISIS;an ISIS located within a designated 100-year flood plain,any ISTS which may or may not meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason;and any ISIS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. TANK CONDITION(5-.7): Tank inspection indicates: 5 Pumpout not needed at this time. (DSeptic tanks must be pumped out this par (city code requires tanks to be pumped out once every 3 years. Tank was last pumped `-'^kc,o Make sure septic tanks are pumped through manhole and not through white inspection pines This allows for the proper cleanintt. 7 Inspection risers missing-tanks could not be inspected. Inspection risen(4"dia.pipe)must be installed in each tank. DRAINFIELD CONDITION(S.-10): Drainfield is dry,no surfacing evident. Qj Some evidence of surfacing,not critical yet. 10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. COINi NTS: N,e��� X55 so, s lei t Q- z �evkS ��- 2y �1ye e�a� 6ce. p�1s)- 'j �re�irl Date of Inspection Matt Bolterman- Septic System Inspector Note:In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer ofproperty.be advised that this report does not gu;rar— orcertify that an existing system will continue to function properly,but is merely an opirt�on ofthe adequacy of the system under current conditions based on the ava3lab information. O O CITY of ORONO li ; titi Municipal Offices , � :`�g�G Street Address: Mailing Address: 2150 Kelley Parkway Mailing Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: `J Address: Sv� 0ACN City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years. The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY (1-3): (D "CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal Code but does meet the three foot separation requirement,and which is not failing or an imminent threat to public health or safety. 3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may or may not meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason;and any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. TANK CONDITION(5-10): Tank inspection indicates: 5 Pumpout not needed at this time. © Tank must be pumped out this year (city code requires tanks to be pumped out every 3 years. Tank was last pumped 7 Solids accumulation in tanks is at a critical a critical level. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank at nett pumpout If tanks have not been pumped out within the last three years,they should be pumped out now. 10 Inspection pipe is located directly over tank baffle(does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years,they should be pumped out now. DRAINFIELD CONDITION(11-14): Q_ 11 Dminfield is dry,no surfacing evident 12 Some evidence of surfacing,not critical yet 13 Drainfileld is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. 14 Dtainfield extent and condition unknown ` COMMENTS: S�fS-'l-c ^� S S u rr °\ Date of Inspcction Septic System Inspector ' Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. O ;ate O NJ CITYof ORONO Municipal Offices Street Address: Halling Address: E$�I� 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323.0066 Owner: n ens Address:3i s I on kSwS R J City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years. The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY (1-3): 1 "CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal Code but does meet the three foot separation requirement,and which is not failing or an imminent threat to public health or safety. 3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may or may not meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason;and any ISTS with less than three feet of unsaturated soil or sand between the distribution deice and the limiting soil characteristics. TANK CONDITION(5-10): 6 Tank inspection indicates: 5 Pumpout not needed at this time. ® Tank must be pumped out this year (city code requires tanks to be pumped out every 3 years Tank was last pumped U r,k,0 7 Solids accumulation in tanks is at a critical a critical level. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank at next pumpout. If tanks have not been pumped out within the last three years,they should be pumped out now. 10 Inspection pipe is located directly over tank baffle(does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years,they should be pumped out now. DRA S1FIELD CONDITION(11-14): 1a. I I Draintield is dry,no surfacing evident. ® Some evidence of surfacing,not critical yet 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the Cay Inspector immediately.Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. COMUENTS: Sysfic� ;S Svr���:�y aC-o ,J5ts -7' ` 6 — O k___ �-rr Sur�gt� C,Or\fi''e�.rc5 �.e•� .�- `^-,\� �eCd t-p OC � lee M0�-4 V\9,b TO f?,aVU. ...ra,r VS vane 7—\SS—O\ Date of Inspection Septic System Inspector *� Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. r O � .��-1.N � CITY of ORONO Municipal Offices Street Address: Mailing Address: �9kE81I0¢� 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: &Il k Benne l Address: 315 Tonkawa Rd. Permit -#'s: 2907, 4038, 4655 Dates: 5/15/90, 10/25/91, 9/23/92 Contractors: Coppin Plbg., Coppin Plbg., Coppin Plbg. (This is [A,-*I an existing system [ ] new construction) . SYSTEM COMPLIANCE (1-3) : 1 0 Code System: Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. 2 Compliant System: Does not meet all current City standards for new construction, but in most respects appears to be designed, located, and constructed in accordance with previous codes and is functioning properly. 3 Non-Compliant System: System may or may not meet current City standards for design, construction, or location, but is failing to properly treat and dispose of the current input; and any system with less than three feet of vertical separation between the bottom of the drainfield and the saturated soil level. (The saturated soil level [t/] has or [ ] has not been identified at this time. If the saturated soil level has not been identified, this classification is subject to revision.) TANK CONDITION (5-9) : 6 5 Pumpout not needed at this time. 0 Solids accumulation in tanks indicates they should be pumped out this year. 7 System is discharging to the surface. Tanks must be pumped out within 48 hours. 8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out within three years, they should be pumped out and risers installed now. 9 Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks have not been pumped out within three years, they should be pumped out now. (During the last septic tank Maintenance Pumpout the tanks [ ] were or [t--j were not confirmed to be watertight by the licensed pumping contractor. If the tanks were not confirmed to be watertight, this classification is subject to revision.) DRAINFIELD CONDITION (11-14) : 11 QDrainfield is dry, no surfacing evident. 12 Some evidence of surfacing, not critical yet. Repair is not required at this time. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repair must be completed within 90 days. 14 Drainfield extent and condition. unknown. POTENTIAL FOR SYSTEM FAILURE: (system age and condition. soils. etc.) : low COMMENTS- Date of Inspection Se tic system Inspector Note: In the event that this inspection report is used to satisfy the requirements for a transfer of property, this report does not guarantee that an existing system will continue to function properly, but indicat Rp(M2)je&?kJ:h* M%734ftW current conditions. 61/26,11995 12:39 6124248243 A NORTHERN CESSPOOL PAGE 03 CVV99 NW `Ted U*" 'ON -JCI seffinoa Iran L OSI `loodsseo uJ844JON is 77's l0°�� co ck" 10 076 I`" x a CITY OF ORONO O Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 ON—SITE SEWAGE TREATNENT INSPECTION REPORT 9kESI30 Owner: 5_,q-L<f L�� i Address: S) aKaba f/1j, Permit Dates: AI Contractors: City ordinance number 0 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is X an existing system I ) new construction) SYSTEM CONFORMITY (1-3): "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM"-A system which does not meet all the Location, design, and construction standards of the current City Codes, but was installed according to the code in effect at the time of installation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 3 "NON-CONFORMING SYSTEM11-A prohibited system; a system Located within a designated 100-year floodplain; any system which may or may not meet all the Location, design, and construction standards of the current City Codes and which is failing for any reason; and any system with Less than 3 feet of unsaturated soil or sand between the distribution device and the Limiting soil characteristics. (The limiting soil characteristic has or I ) has not been identified at this time. If the limiting soil characteristic has not been identi ied, this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: 5 Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical Level. Tanks should be pumped out as soon as possible. System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) installed to each tank at next_pumpout. If tanks have not been p as ree years, t ey s ou out w. 10 Inspe``-iT5f-P1W is Located directly over tank baffle (does not give accurate measurement of solids accumulation If tanks have not been pumped out wi . thin the Last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): D�fietd inspection indicates: 1 Drainfield is dry, no surfacing evident. Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope.setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table.etc.): COMMENTS: k2& rill a Da a of Inspection eptic ystem Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certify that an existing system will continue to function properly, but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with the system location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner ;ITY OF ORONO 0 Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 ON-SITE SEWAGE TREATMENT INSPECTION REPORT Sx0 Owner• �/.7nk genies 77 Address• J)S- �IV?K4hJQ FQ. Permit P s-- tes: /S= ifO T n?ractors: 6Cn Ah., MhV\ City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is 14 an existing system I I new construction) SYSTEM CONFORMITY (1-3): l "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM11-A system which does not meet all the location, design, and construction standards of the current City Codes, but was installed according to the code in effect at the time of installation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 3 "NON-CONFORMING SYSTEM11-A prohibited system; a system located within a designated 100-year floodplain; any system which may or may not meet all the location, design, and construction standards of the current City Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limiting soil characteristic A-has or I I has not been identified at this time. If the limiting soil characteristic has not been identified, this classification may be subject to revision.) TANK CONDITION (5-10): Ta!Lk inspection indicates: Pumpout not needed at this time. Solids accumulation in tanks indicates they should be Dumped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been Pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Wield inspection indicates: Drainfield is dry, no surfacing evident. 12 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope.setbacks.etc.): 417- POTENTIAL 1POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table.etc.): COMMENTS: Date of Inspection Se is System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certify that an existing system will continue to function properly, but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with the system location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore of Lake Minnetonka ON-SITE SEWAGE TREATMENT CITY INSPECTION REPORT POST OFFICE BOX 66 OF 1335 S. Brown Rd. 0- ' Crystal Bay,MN 55323 473-7357 OWNER Eft k- /�nf4- ADDRESS 1/5 Z /�(�• PERMIT NO.'S. d`" DATES CONTRACTORS City Ordinance No.210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is 54 an existing system ❑ new construction) 01 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly. 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, located, and constructed generally in accordance with previous codes.System appears to be functioning properly;no major upgrading of the system is required at this time. 3 Does not meet current City standards in many respects relating to design,construction,or location.Appears to be operating adequately at this time,but has a relatively high potential for future problems. No major upgrading of system is required at this time. rlSystem may or may not meet current City standards for design,construction or location,but is failing to properly treat and 4 dispose of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/ replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan must be submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITION (m Checked items may require your action) Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not ��Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks ❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they ad out this year to help prevent future problems, should be pumped out now. ❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates: should be pumped out as soon as possible. 14 Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace- Inspection risers (4"dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil table and system condition) RLAdequate 0High water table LOW ❑ Fair ❑ Lot size ❑Medium ❑Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: Date of Inspection f Septic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner Percolation Tests - System Design - System Installation "B" l- LARRY'S ONSITE SEPTIC 4980 County Rd 10 E. Chaska, MN 55318 (612) 448-2176 s c/o Jensen Homes, Inc, 601 Carlson Parkway, Suite 1225 Minnetonka, Mn 55305 Percolation test results for: THE FRANK BENNETT PROPERTY CITY OF ORONO Larry Van De Veire, D.R.P. Designer I and Installer, State License#320 cl c? awn.er. r Re"COMM"Naftm- R ARE re W color v;IM Pas �n Hoon TsxM�rs Mahbc � anq ii Conse�sMs O- 4 Loa.., /a y 3 Depth to redox features due to soil saturation M ;=,14 r' (Seasonal high water table) Rsdox Dsplstlons Moo Fe at fbr�on h Tub." color F&Wn PON, In POW Maas moo � CoMMW" 0 I?- lDyM � z4 �.oma... . Depth to redox features due to soil saturation -cao" (Seasonal high water table) ftni _ 3 Mmuka — Mo�isonTw*m DolorFawn Means mauk P Pon eons •Conmm is /o ©` Loau-- Depth to redox features due, to soil saturation (Seasonal high water table)' --y Hodson OepwTim 0010' MessesPan1 N ' Onalo UningsMaw PObp Co�nnwnts O �nq.M r - t o Depth to redox features due to soil saturation = /? - (Seasonal high water table) Moo Fe or HodsonDepthT�xgme color Fe#Mn Poe, In man" Mak Pores Comments Depth to redox features due to soil saturation (Seasonal high water table) Rod=Depletlone Mak Few DepthFawn Hodson Tub" MI Mass" UdW Pan Mok P •Comments Depth to redox features due to soil saturation (Seasonal high water table) PERCOLATION TEST DATA 51199T Test ,hole locationX. _ ra..k !Iola numb�•r Date test bele was prepared__ /Qi .j'� 9q Depth of hole bottom. inches Diameter of hole, _ inches. ' Soil data from test holes Depth, inches Soil' texture Hathod of scratchinR •sidewall � � a� 1f Depth oi* pea-sized gravel in bottom of I101e, inches: Dats and hour of initial water filling Depth of initial water filling, /� "'•"' --- inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Percolatibn test readings made by — aN N V �.- ®.v on starting at !dQ a.m. Maximum water depth ats abovehole.-bott.• during test, inches. Time TimqInterval, Heasurement, Drop in water rataolation Remarks Minutes inches level, inches minutesP er inch --------------- '.3 -------------- Percolation rate 3 G*. minutes per inch. moonPFR oi �TEST DATA SHEET Test• hole 1u4ation h�•r - .2 Data test hole was prepared !Iola num 4 _ /Q �5^/c3 c� •� Depth of hole hettom, Diameter of hole, 2 inches. r inches. Soil data from test holes Depth, inches Soil' texture Method of scratchinstsidawall S � , Depth of: pea-sized gravel in bottom of 11010, Data and hour of initial water filling 16 inches: Depth of initial water filling, / -71 S � %� inches above hole bottom. Mathod used to 'maintain at least 12 inches of water depth in hole for at least 4 hours aw L7 ►1 Parco]utibn test readings mads bF jo g uQQ on a.m. ata starting at ._1i_r______p.m. Maximum water depth above hole bottom• during test, inches. Time Timq Interval, Measurement, Drop in water rataolation Remarks Minutes inches level, inches minutes per inch z Z 56r� � Percolation rate minutes par inch. PERCOLATION TEST DATA SIIRI:T �f1�f!•�{�tyM1A07R1.uR t•.r'r • •.•f. . •./ Test-hole lu4ntLoll- Date test hole was prepared_ q -�....��..�,_. DYamater of hole, Depth of hole hottom, / inches. �_ inches. Soil data from test holet Depth, inches Soil texture O— l2. Method of scratching .sidewall .,. ,'L �f�• Depth of-* pea-sized gravel in bottom of hole, Date and hour of initial water fillinginches. Depth of initial water filling, ���� •"'"- . _.� itches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Percolatibn test readings made bF � starting at 0' a'"'• on data Maximum water depth above hole-bottc• during test, g inches. Time Timq Interval, Measurement, Drop in water rstePercolation Minutes inches level, inches minutes per. Remarks inch 0 Percolation rate minutes per inch. PERCOLATION TEST DATA SIIFP.T Test,hole lu4ntionrq•t �e�tK } �rr Ilole ,�,.ml+,.,. - y Data test he P le was prepared DapUh of hole bottom, blameter 'of hole, ( inches. inches. Soil data from test hole; Depth, inches Soil texture Method of scratching .sidewall Depth of: pea-sized gravel in bottom of I1010, Le inches: Date and hour of initial water filling fQs' Depth of initial water filling, f Z •—"- inehas� above hole bottom. Method used to maintain at least 12 inc an of water depth in hole for at least 4 hours , 71 Pereolatibn test readings mad* bar k te N �, /0 cj q -a ��i� on starting at _51 /b Maximum water depth above hole-bottr- data --,egg during test, (9 inches. Time Timq Interval, Measurement, Drop in water rata;lation Remarks Minutes inches level, inches minutes per inch 7 x. ? f ------------- ------------- Percolation rate ---.Y� minutes per inch.