The URL can be used to link to this page

Home My WebLink Aboutseptic info including 1992 design(rejected) � ` \\ � � ��o � O �i�1 r� CITY o� OItONC1 I�,I`�. '''� � _ � �`II Munici al Offices � F► ': P . ti . \�� 4� � ''��G Street Address: Mailing Address: 9�Esx p'4�; 2 7 5 0 K e l l e y P a r k w a y P.O. B o x 6 6 '� ' Orono, MN 55356 Crystal Bay, MN 55323-0066 To: The Current Owner of Address �"� ��% S ' �� 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 cornpliance within 90 days. Failure to do so will result in referral to the City Attorney for legal action. System Ident' as Non-Compliant Yes No • If yes, system must be brought into compliance by: December 31, 2007 � December 31, 2010 Other Septic Tank(s ump out Needed Yes No The City recommends the septic tanlc(s) and/or lift tank be serviced and pumped out�very three years. City records iiidicate the tank(s) were last pumped out on o.- � .�- G( . The tank(s) should be cleaned tl�rough the manhole and not through the inspection pipes, this allows for proper cleaning. Comments: ,.. � . Insp .��`� �-� �� Date of Inspection �'" G C' Telephone(9�?)2�9-461D0 � �'a:� (95�)2�9-46fl�i w wsr•.ci.o�ono.mn.us _.._�_-- ----------___ ---_. __.__ �O� - o .:� o -��- CITY of ORONO a �� __,,: �, :�, �\'"�+►� �;`` ,�,�' MunicipalOffices ��'�;�'F� .,�, ,�,�G Street Addreas: �i Sa.-a4 9—y 6o O Mailin�Addreu: 0 2750 Kelley ParkwaY P.t�. Box S6 �ono, MN 55356 Crystal �ay, #Nd 55323-0066 To Current Owner: Address: `�d-d� S��'� �t, / " i 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 tlie above address has been inspected and appears to fa11 into the categories checked below. _ _ _ . . . _ _ __ SYSTEM CONFORMITY (1-3): � _- . 1 izCODE JSYSTEM",An LSTS�wluch meets all the location,design and construction standarci.s of the curreut Orono Municipal Code. 2 "COMPLIAN`f SYS'TEM" An ISTS wtuch does not meet all ihe location,design and conshuction standards of t�e currexit Orono Munic.ip�l Code but dces a�e4 We thrce foot separation roquirement or iwo foot requirement for systems installed 1996 or earlier,and which is not�iling or an i�in�t threat to public health�safety. 3 `NON-COMPLIANT SYSTEM" A pnolubitea LS�s;an LS�rs locaced w;thin a aesign�ea ioo-year eooa plsin,any ISTs which may or may n o t m e e t a ll We l o c a ti o n,d e sign,or cons�ucrioa stan�rds of the cmre�t Orono Municipel C,ode and which is failing f�any reason;and any IS1'S with kss t1�an duee feet of vnsaGuated soil�sand between the distribution device and the limiting soil c�atact�istics. TANK CONDiTiON(5-71: � Tank inspection indicales: 5 Pumpout not needed at tlus time. 6� Septic tanks must be pump�d out this year (city code r�ommends tanks to be pumped out once every 3 years. Tank was last patnped.- � �'�-01 ). Make sare septie tanks are nemoed threa¢��aehole��d aot ffiroa¢6 white iosnecfioe�ioes This allows for t�e nrouer ctean�ng. Keen water softeer�d iron fiiter disc�arge out of seotic svstem to orolong Ide ef iraiafield Ask nnmcer to test slarm 8oat to verifv alar�is sfii(workin�ie vour kouse. Tbe alarm wRrns e�er#�at sentaee ic about to backua into basemeat 7 Inspecfion riseis auss�►g-tanks could not be mspected. Inspection risers(4"dia pipej must be installed in each tank. If tanks have nofi been pumped out v►+�thin the iast�years,they should be pumped out now. INFIELD CONDTTION &10 : � � _, 8 Drainfield is dry,no surfacing evident. . 9 Some evidence of surfacing,not critical ye.t. 10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 9U days. 1 . COMMENTS: ��01`^�cI�/ �S r�o�— (� 1.�..� �— r.:��-j— �c. �� 1"L 3\—Ze�U � yM 3 r �L �� Sv��...« Z.ov�'- � O _�`�-D,� G' ' '`�, .� Date of In.4paction Matt Bolte�man- c S S�Pti Ystem Inspector Note: In the eveat that this inspection report is usod to saxisfy the requir�ts for a mortgage or otha traosf�of proprrty,be advised that mis r�Oat dces not guarantae �catifY that an ex�nB syst� will continue to,fimct�n�Y, but is ma+ely an opinion of the of t�e �quaC3' system a�u�curreat c�ditions ba.4ed�the ava7abk�sfor�ti�. .�, 0,�:� .. � O .�� =�T� . . CI�Yof OR4Z1T0 � � ��t,.-,►?- ,� �� •,r=� �" i' • �`'�� ti'" biunIcipal Of�ices ,�, �.�4��-.�� , _ • 't�g�'�,��;'f�,��;�'�g,�i�' Street Add�eu: Mailin�Address; �'SI3� . 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 . Crystal Bay, MN 55323•006 � 95a-�49-4600 To Current Owner: Address: 4 a� S'X-�, ,�� N� Ciry Ordinance 199 requires that each existina on-site sewage treatment system in Orono be inspected every two years. The on-site sewa�e treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY (1-31: 3 1 "CODE SYSTEM"An IS'iS which meet�all the location,design and eonsoruction standards of the curcent Orono hiunicipal Code. 2 "COyiPLIANT SYSTEM" An ISTS which dou not meet all the locatian,design and cons�vction standards af the cuaent Orono hfunicipal Code but does meet the three foot separation tequirement or two foot rcquirement foc rystcrtu installed 1996 0�earlier.and which is not failing or /�� "'an imminrnt ttueai to p�blic health or safery. l 3 1 "NON-COyIPLIAN'T SYSTEI�i" A prohibited iSTS;an ISTS located within a duignated 100 year ilood plain.any ISTS which may �J or msy not meet all the location,design,or conswction standards of�e current Orono I�iunicipal Code snd which Is fa�'ling for any ceason;and any ISTS with leu than tivee feet of unsaturated soil o�sand between the distribution device and the IimitIng soil characuristia. TANK CONDITION(5:71: � '� Tank inspection indicates: . . . . �Pumpout not needed at this time. � 6 Septic tanks must be pumped out this yeaz (city code requires tanks to be pumped out once every 3 years. Tank was last pumptd_ �� , � l�iake sure seotic tanks are pumned throuah manhole and not through�vhite inspection aipes This allo�ti•s for theproper cleaning. 7 Inspection risers missing-tanks could not be inspected. Inspection risers E4"dia.pipe)must be installed in each tank. RAINFIELD CONDITION -IQ : � 8 Dninfield fs dry,no surfacing evident. - - 9 Some evidence of surfacing,not critical yet. :, �'�=- ' 10 Dninfield is saturated and visibly discharging untreated eftluent to the surface. Contact the Ciry Inspector immediately.Repairs must be completed within 90 days. CO�i SENTS: ��.�` �:e\� ��S noc�— c o�P�:��.+ a�� rn�S�-- be Cepl�ce� b x ��=�► � �.��O . -r-- l o -�o -01, �cwC Dat:of Inspection hiatt Bolterman— Sepde System Inspectoc Note: in the event th�t this irupection rcpact is used to satisfy the cequirements for a mortgaae or other transfer o[properry.be advised that this rcyort decs aat gu:rs.�t, or certtfy that an e:cisting rystem will continae W funetion pcoperiy.6ut is mereiy an opinion ofthe adequary o[the system under eurrent eondidons based on the availab infocrostion. CITY OF ORONO �O� Municipal Offices O O Post Office Box 66 Crystal eay, MN 55323-0066 � � ON–SITE SEWA(;E TREATMENT �`,, �, INSPECTION REPORT �' G~ �9k'EsHo4'� � �Owner:�06ERT �G�.n ��I.q Address: �/220 �ix�Fh �1ve�� SS S� Permit #'s: 2�� Dates:_� —S C�9 Contractors:_�OYU /CQ�� 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 an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): 1 ��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 SYSTEM"-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 tailing 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 [ ] has not been identified at this time. If the limiting soil characteristic has not been iden i , his classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: 5 Pumpout not needed at this time. 6 Solids accunulation in tanks indicates they should be punped 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 punped out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next pumpout. lf tanks have not been puiped out within the last three years, they should be pimped out now. 10 Inspection pipe is located directl over tank baffle (does not give accurate measurement of solids accunulation>. If tanks have not been pu�out within the last three years, they should be punped out now. DRAINFIELD CONOITION C11-14): ainf eld inspection indicates: 11 rainfield 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 imnediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING S1TE FACTORS Cslope,setbacks,eic.): w�-��`,� POTENTIAL FOR SYSTEM FAILURE (deoends on soils.water table.etc.): ' ,r � COMMENTS: � ` � � � C� S `f'/ C `n - O / _ 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 op�nion of the adequacy of the system under current conditions based on the available information. This report must be kept on the pre�nises with the system locetion and punping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner , , _- O� � \\� /i O O\\� �,� ��,�� ,., ,� � CITY of ORONO �v�,,� ��3��"�� ` .�� !� '� Municipal Offices \,� '� �;:� '�`��.�G � Street Address: Mailing Address: ��,�,k'�. � 'kE$H� � 2750 Kelley Parkway P.O. Box 66 \�=__� Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: �-� � ��'� �!!/ � � Address:4220 Sixth Ave. N. Permit #' s:2208 Dates:8/5/6 Contractors:Roto Rooter (This is [�1� an existing system [ ] new construction) SYSTEM COMPLIANCE (1-3) : 3 1 Code Svstem: Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. 2 Compliant Svstem: 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. r� Non-Compliant Svstem: 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 � 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) : 9 5 Pumpout not needed at this time 6 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 k�een pumped out within three years, they should be pumped out and risers installed now. � 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 [�j were not confirmed to be watertight by the licensed pumping contractor. If the tYa�iks were not confirmed to be watertight, this classification is subject to revision.) INFIELD CONDITION 11-14 : 11 1 Drainfield is dry, no surfacing evident. 2 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 acie and condition, soils, etc. ) : medium-high COMMENTS: The non-compliant septic system must be repaired by 12/31/2002 or within 90 days of failure (surface discharge) , whichever comes first. ; � ,/` "'�_.-�E �• �.` � ''�L�J�f „��....�- D�te of Inspection ' ptic 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 indicates the operation of the system under current conditions. Telephone (612) 473-7357 • FAX 473-0510 CITY OF ORONO �O� Municipal Oftices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(3E TREATMSNT ,�,, � INSPECTION REPORT ti ��9kESH.��'�G Owner: Address: 70`�`�� Slif7f'1 �✓l�. 1V! Permit �'s: sZa� _Dates: 15��9 Contractors: ��O YC��P,,� City ordinance nunber 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 [� an existing system [ ] new construction> SYSTEM CONFORMITY (1-3): � 1 "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 aithout discharging any pollutants into ground or surface Waters. 3 "NON-CONFORMING SYSTEM"-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 an ' ' and between the distribution device and the limiting soi c aracteristics. (The limiting soil characteristic� has or [ ] 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 Punpout not needed at this time. 6 Solids accumulation in tanks indicates they should be punped out this year to help prevent future problems. 7 Solids accunulation in tanks is at a critical level. Tanks should be punped out as soon as possible. 8 System is discharging to the surface. 7anks must be punped out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed tn each tank at next pumpout. If tanks have not been punped out within the last three years, they should be punped out now. 1 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accunulation). If tanks have not been punped out uithin the last three years, they should be punped out now. DRAINFIELD CONDITION C11-14): Dqe�p�field inspection indicates: �L]'/ Drainfield is dry, no surfacing evident. 72 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector irtmediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. L1MITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE Cdepends on soils,water table,etc.): � ENTS: � � � i � � o�l�qnc� Date of Inspection ic Syste nspector � __^l��' �� 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 locetion and p�ing records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner CITY OF ORONO �O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE 3EWA(�E TREA'1'�NT � � INSPECTION REPORT ti ��9kESH.o�'�G Owner: �f�YT TrDlh�l�1Q Address: �7�OSr�.� Sl�� f�-i,�i�, /L� Permit #'s: 'I�bates: �""��/ Contractors: �,�✓ City ordinance nunber 100 requires that each on-site sewage treatment .system in Orono be inspected on a regular besis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is �an existing system [ 7 new construction) SYSTEM CONFORMITY (1-3): 1 "CODE SYSTEM"-A system uhich 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. "NON-CONFORMING SYSTEM"-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 so�l characteristics. (The limitin� soil characteristic �has or [ ] 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 CO�IDITION (5-10): � T inspection indicates: 5 Punpout not needed at this time. Solids accunulation in tanks indicates they should be punped out this year to help prevent future problems. 7 Solids accunulation in tanks is at a critical level. Tanks should be punped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next punpout. 1f tanks have not been punped out within the last three years, they shoutd be punped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accunulation>. If tanks have not been punped out within the last three years, they should be punped out now. DRAINFIELD CONDITION (11-14): Dr nfield inspection indicates: � Orainfield 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 imnediately. Repairs must be campleted within 90 days. 14 Drainfield extent and condition unknown. LIMITING S1TE FACTORS (slooe,setbecks,etc.): POTENTIAL FOR SYSTEM fA1LURE Cdeaends on soils.water table,etc.): COMMENTS: Date of Inspection tic S tem nspector Note: In the event that this inspection report is used to satisfy the requir�nents 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 opim on 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 tocetion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner CITY OF ORONO �O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(�L TREATN�NT r�, , � INSPECTION REPORT '�� G~ 9kEsHo4� Owner: 1CC�� rinl�ud Address: �O�d�C1 ,S/:YTf� ff✓e., N� Permit #'s:� ' Dates:__��—� Contractors: /Co�—�Y✓' 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 f�.an existing system [ ] new construction> SYSTEM CONFORMITY (1-3): � 1 "COOE 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 SYSTEM��-A prohibited system; a system located within a designated 100-year floodptain; 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 send between the distribution device and the limiting sotl characteristics. (?he limiting soil characteristic [ 7 has or �(1 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): Tank inspection indicates: � Purnpout not needed at this time. Solids accunuletion in tanks indicates they should be punped out this year to help prevent future problems. 7 Solids accunulation in tanks is at a critical level. aT nks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be p�mped out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed �n each tank at next punpout. If tanks have not been purped 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 pimped out within the last three years, they should be p�rnped out now. DRAINFIELD CONDITION (71-14): Drainfield inspection indicates: 11 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 caipleted within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (sloce.setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (decends on soils.water table,etc.): CO NTS• �n( e '' • Date of Inspection eptic 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 op�m on 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 locetion and punping records. WHITE COPY/Inspectors Flle YELLOW COPY/Homeowner On the North Shore o f Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � � Crystal Bay,MN 55323 473-7357 OWNER � ADDRESS _l,,l�� PERMIT NO.'S. �� DATES ��U, CONTRACTORS � City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The onsite sewage ueatment systert►at the above address has been inspected and appears to fall into the category checked below. (This is �an existing system ❑ new construction) � � Meets or exceeds current City standards in aii respects relating to design,construction,end 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 m�y 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. �4 System may or may not meet current City standards for design,construction or location,but is failing to property treat and 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 drainfietd 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 i�apection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not ❑ Pumpout not needed at this time. give accurate measurement of solids accumulatio�.) If tanks ❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they ed 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 es soon as possible. ❑ Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfaci�g,not critical yet. within 48 hours to eliminate surfac�e discharge. !��rainfield is saturated anr� ��:ti�y • - � �Inspection risera missing—tanks could not be inspected, effluent to the surface. This condition mav reouire re�lace- Inspection risero (4"dia.pipe)must be installed in esch tank men or a �i�ons to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately Repairs must como e s the last three years,they should be pumped out now. ❑ Dram ie 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) ❑ Adequate ❑ High water table ❑ Low �-Fair ❑ Lot size ❑ Medium ❑Poor ❑ Leke,wettand,or stream Q High ❑ Inadequate ❑ Drainage �6ystem is causing visible surface discharge� � / � COMMENTS: �✓� �� .'`„� d 'e� CPi(/C/� ✓ � / v. � ✓ . �-ia�� 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 conditio�s 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 i � �1..._.i �. ♦ . Koch's Soil Testing �ob�rt Hanning P.O. Box 81 g_�6_92 l�22o Co. Rd. � 6 Loretto, MN 55357 TeL• (6121479-2637 Orono, Minn. ` Job Site; Abo�e Addre�e Three Percolation tests were done at the above site and the evera�e percolation rate xas 34.8 min/in.Howe�er in the sarae area three soil borings were done and mottled eoil Was enconunter at the followinQ leTels; S.B.� 1- 36 inches, 3. B. # 2-28 inches & S.B.# 5-31t inchea. �►o additional aoil borin�s Were done in loxer ares and the motlled soil le�vele xas at the foll�ae depths S.B.# 3-2lt inches and S.B.# l�-22 inehea. It _should be noted that the location of these borin� are at a lower area on the site and in the sprin� an extreme amovnt af . runoff xould occur in theae area which would nt make these afiea ths most logical aite to locate a drainfield on. The primary site Kere the percolation tests Were done is looated on 1!� 9b slope i�nd ths�,�ttled.�� . , ,�,:« � �� soil le�ela are at 28-36 inches. Accordin� to the local City.oP Or�no On-3ite 3exsae'�fCocte�:, ;� a mound eyetem would ha�e to be inatalled beoause of the mottled soil le�ela� hoxeTer.' tbe `elo;� .,; li�sit for a mound eystem ie 6 � and the preaent land slope ie 14 96. Tharefore the land, elope i�. to atee� to locate a movnd aystem accordin� to the present codes and the other avialable site�� are located at lox areaa xhich does not malce them a good area to locate a ssrste�n on. ' ��lt The homeoxner( Mr.Bob HanninQ) �, ��_� that with the perc. ratea at the 31t.8 min/in ran�e that a atendard trench syete�n could be installed and xork quite xell and the mottled aoil requirement would ha�e to be bypassed in thia case. . # The City ot 0� -�. "'` require that the minnirnum depth to t�ttled soil be at 51� �nchea (�!1/2 ft.) before� a etar�dard system can be ineta11ec3. Therefore if the follo�rin� s�rstem is allowed a variance would hare to b� granted by the City OP Orono. If this VARIANCE xas �ranted then the size of drainfield needed Yor a 3 bedroom hrnne xould be 1020 sq. Pt. ( thie ia baaed on 1t50 �al�on/ day daily xater ,ueea¢e and a pera. rate,'oi 3l�t.8 min ; n�a=� , per inch the aiain� faatore). . *a: . There xonld ha�e to bs !� trenohea that are 3 ft. x3de by , ,lon¢ xith 12 '3sichea;pf rock imder the pipe or a total' ot 80 tone of rock ia nmmded, '� ��boxee ehould be uaed�Nt�o. .t3t the . . . k r'�x�'',� __' . . . trermhea to the �lope o! the: l�nd. � , �' �� , Ztiro 1000 �allon ta�ike ehould be uaed these tanks ahould ba ptpnped out every 2-3 Te , ��thia . practice xi21 enharice the lit'e of the the drainfield. �� . �� : . r . .. SA yf.,�Y. .,'« �� u � �:�', Note thia ia a repair oP the present drainfield � �»�., _ �� s,�. �r_ -;_� .,.. .a,��,� � �� •.ti�a �� _ Robert Koch �� _ /,�Gr�p �2� ""�� MPCAi..Ce'r�ified �l sLl� ° �.,.��.:` . �� .. a � ��■■��■�■■��■ ■■■�■■�■�■■■ � �l��/��li!!�s� - ■��ii��■ ■il��l�'!!�■i��e��l1E r►t��1��■ ■�I��l��■��1 __ _ � ■��1��1■�■ ■��I�: ■��■ �� ■��I�;�I��O��■��'::::�i��\��■��■ ■��1��1��;��1�i��■ ■��Irl�l��■��iilL`��3'i��i��l�r��l�l�■ ■��I�I�I��i��t�!!��i�il�i�l��■ ■��i�l� ■��Ilil��\��I��'�■ ��,��,� .� ■i��■. t,\■��■ ■�1'�� ■��i�'�rl��f_�� ■�1��■� ��i1��i�7�Ji �� , . �I�i�� II��I�� 7�f��1��1� ■��A��"I��I��rl��■■��i ■��ll!�� . �� ■�I��i��■ . �- ■��i�i��!��i��.�. ��I��i��r��■ ■��i�i�i��-'��.i ■��i�� ■��i��1��11��i��l��l ■�■■I��[�li�� ■��OI��■��■�� i��i�■c.�i��'.�"l�riTl��■■►��i�l ■■��o��►'��'��Vi'��i'i'��■�:��■■�� ■�i��F�i�■��■1�1��[��■�I ■��!��i�� ■��l�i��■��Gi��i�l. ■��!��I ■��e»��a ■��■�I�l��.��■ ��i��1��i1�■ ' ��'. °!�'�''�':��'��'��yj �� : �� ■��i�� 1�� i��l�l- ■��r��1��i{^=��!■��■ ��I ■��■��■i�� ■�� ■�� Y� rM� � � ■��i� ��"� �� ; ■��l��1��1�� ; �� °� �i - ��.�.�� '!��[��■ ` �� i� ° � ; ■�■�■■�■■��■�■�� rM I��■ ��1 ��i��■��I�` � 1��_ �li� ■��0��■� ,��■ ��'" � ��I ■��r��! ��I��i1 �: �M _---�� ■��.��,��r!!��_� �� 9 ■��.�iV`�� ,.=��.��■ �� .�� ■��i��i��,��il� Y �� i ■�I��.■��■�■ ��" � ' ��r■�e ■ ��■�� .. 2:y , ; (i 1��.:�IUN l�A•��A nrAm�Auu �NU1V.LlluA1. �ln1AU1S 'lI1.P:A'1'11611# �I9T�1 � � . . � � � • . . i ' . • /1 SoW�ge Flox ltabo �bnoocl o�i i�ii»vnol,n riu].e�� 'I'oU�:e �i r�rt 7ouo' ' , � �►Po �� ito�� ni� _ •�� r�t � • ll Se��i.io 'ianK•Vo�vmo t a/000 = c�v x u•; �xivr�� S1�C�� , � � � • � �a11 ��:�•aati�ri��•ic�t � • - 1 ;kpi.l� '.:o I:�.-�: c�enr•o,u�l �o»e vf A�tur�;l.o�� .lnvel . . �. � . � ; +. ,� ' mot.l,iQd so.11 lovol � ;2.$— 3� . lncho�► <, . . �. . � • � ! 2 Aoor��o pereo��l.io�� r�l:o _��,�� tnit�/�i�ch .a � 3l^ 4�'S ml�t/lnel� I , ; denign r�ui�o ,�_ , :) ) Soil oizing fector -��.d.j eq. f�./p,ra .l lt 1.and olopo l.$� ' � ________� Ib Trea�mon� Arva �nc��field) re��ureci , i i � ''� G d � � . 1 Soil eis.ing �'aot�or x dnsly rloH rate ��C T�/gpd 1 �P — •� _ 2 ' �f-%3-�G � /�� •�ttimum eoit traatmonl; aron I / = 2 �Inxinnun Trench do��f.h � �?� - _ . fl.. � ,. . � Trenah Widl.h ��. �E. IG Tt•ench longl.h �,`�:,�. �'� I ' 0� nq 1'L l,i•oncl� UnL�.om tu�ea -�- 1 r^n^I• „1 . . . � �`�'� l.f�neo�.' i'�t. of Lt•anch needod � �;�;� " ; 5 Number of tirencho� ��eoded �, ��`� ��^ � �`� � � ' . �� G Troneh Sraciiig � T�. on eon�or � 7 llistribution mypet � . , 11umUer of drop boxoe��'"��eu�y eloha) dtnl�rl�� • 0 nook dep�l� � a . " m�cler ��ii�o 9 'O " tol.n�l ' . 9 • itnck Volumo ��D cu ycis�. �� Eonn '�" � C� v... f �'' . , : , ' ' �t . �: .��;,., _ i , � � � . : . . . � ' . �+ � � • 10 Setb�Ck9! • � 1 x attke t x ; . f�om property line �v h-om xell � . from build.l.n�e v�_,�>�� _ � � • t . 2 Treatment /lreat � i�om lakee �' 1`rom eEreamg � i7rom wblle�� i �'rom prop�rty .L�nos �C� from builclt ngd - �'J t i�om trees G. (.s�� 1 �. b� � �.��,� . � � � � L o o c� cw,cQ . , . � c�.� � Xs�� , ! . �� . �- ..,�.�� .�,,�� w, ► . i � . . � : . � ,.... .----� ��'�. � DIVIDUAL SEWAGE TItEATMENT SYSTEM WORKSHEET >r' . . . . :;. � ��r 'f. �'OW Patlmatod 3ew�ge Flowt In Qallons per dey A: �shmated �-1�:� v gp� c�-'�sZ��;,�,�,_�-�� . cs�a� �� measured x 1 S= gpd um r SEPTIC TANK VOLUME Bedof ms 7ype 1 7ype II 7ype III 7ype B. u�- %Cj o O gallons �5...��;_-.c�' .�". B� � °� � �t��' 2 223 180 - SOILS(Site evaluation data) � � 218 � C. Depth to restrlcHng layer,_ �� _3 fcet s �650 4so 29a "M D. Maximum depth of system�-3 ft= feet 6 900 32s 332. '��. E. Percolation rate 3�, MPI � �o� � 370' �� F. SS .a�� sq ft/gpd s �200 6�s aos ��q TRENCH BOTTOM AREA �P�'�GP��ies,in gallons H. For trenches with 6 inches of rock below the pipe: rromeer or M1nLnum Uquid Liquid capecity wiih A x F= x = sq ft of bottom area R�'°O1"' �k�h S��ege dis�xnd I. For trenches wI s2 iXches of rock below the pipe: �13�� 2 a 4 �oo�o �].2� A x F x�c$� � 2� x�_�c sy ft of bottom area �`� � 4 or iS00 2230 J. For trenches with 18 inches of rock below the pipe: = /G a a , , �•s m 9 2000 3000 A x F x 0.66= x x 0.66= sq ft of bottom area � � over 9 ._._. K For trenches with 24 inches of rock below the pipe: AxFx0.6= x x0.6= sc�ftofbottomarea BED BOTTOM AREA L. For seepage beds with 6 or 12 inches of rock below the pipe; 1SxAxF=1Sx x = sqftofbottomarea ROCK VOLUME IN CU FT M. Roc�C depth below distnbution pipe plus 05 foot Hmes bottom area: M=Rock depth+b inches x Area(H,1,J,L,K) �•o +05 ft)x/rz�= 15� �u ft Sop ChuacterWla aad Requtred Area: ROCK VOLUME IN CU YDS ��Se*�t�7reatment N. Volume in cu ft divided by 27��p0 P«roudo�p,te M sy,n,e Qa��o,,, M+27=cu yds 27=s� �u yds Mi�u M�i�n sa��we r«�a. �«a.r a. ROCIC WEIGHT Sal�an per �qwre foa O. Cubic yards times 1.4�tons A��tu tlun 0.1• c�s,�e N x].4 e tons S(o x 1.4=�tons a•��os s.�a o.s� i.io o.i w s t�..�e•• t.a� o.�o 6 w�s s.euy Lo.m �.27 o.7y DISTRIBUTION 16`� s i t.wm o:o (Check one based on siope) s.w. o.4s Bed(less than 6%slope) s�o�•��bo••• �i,r ..._ __ Trenches ��7� ` �� 7' � • �• • �Drop boxes(any slope) � � � ,/,� . Distribution box(level to slightly sloping> � ��V' � li\Gl�l�LG1�IG� � ��1�lL��j• •.• • • • �j�j� T /� � �i� �! •�•� 2 inch Cover P. Select trench width�,,�_ft r'r'r'r'f�:'��' ' �r'rTf'r• ti.ti.ti.ti. . .ti�ti ti ti.ti.ti � r•r r r=r�r•r•r•�•}?f.r•r. Divide bottom area by trench width: (H,T,J,or K)+P- ;:tii;f':'f '''?r�f,�'�f± t•�•�y� 1�t�~'ti�ti l�l�t�t� �nea eet ;•,� , . . ti,ti ti� 4 inch Pipc �0 Z�+3 a�lineal feet �f�r�r~� r•f r•f� . . // tirtir;rti� rti:tifti:�� LAWN AREA J •r•r•r.r• . . . . . : ti•+•ti•ti• ti tif�tirti �rtirtirtif tir�•�•ti•ti}�.ti�ti:ti:� R. Select trnnch spacing,center to crnter=�f '�'r'r'r•f•r•�•�•f=�•f�f•r• - �t ti�ti�ti�ti��►�ti�ti�S��ti�ti�ti�ti�ti �� y 1'•t ��1'�f ♦r f �t�f�f� S. Multipiy trench spacln b lineal feet R x f ~'''� '''';�''''~';i'"`"'� 8 Y Q=sq t of lawn arca ti:ti�,:ti:;:;i":'= :•:•r•f r• ��r,r� ti�ti ti•�•�.� 3 X ti.ti.ti.ti!•S'{'�•r•rTrti�ti�tir; 3�4�4tinch �� a e�'+��f t {rti:4r'syrti:�{ti�'4til;?;rti�ti Rock Iielow the Pipe • r•r• ?r.r? T � �.ti. i�.ti.��i;��}=f' ..�r.f.�.. � LAYOUT(USe OthM SidC) �: ~'r{'r�'?iT'rti� r}r • f}f f' 1.Sclect an appro�riate scale,one square @ fcet. "' � 2.Show perrinent property boundaries,right-of-way,cascments. 1 L�-- 3� —s� 3.Show locati0n of house,garage,drivcway,and ali other improvements, exisNng or proposed 4.Show locallon and layout of sewage treatment system. • * 5.Show location of water supply wcll. 6.Dimension all set backs and separation distances. , � PI PE TO NEXT 4"D IAMETER INSPECTION • INLET DROP 80X WELL WITH CAP 4 TO 6 INCH �AYER OF ' EARTH BACKFI�L AT L AST MARSH HAY OR STRAW AND \� �4 6" A80VE TOP OF ROCK A LAYER OF RED ROSIN � . . .�• . .� --i-� • .t. . . . PAPER . .. .. �� " 4 ISTRIBUTION PIP : � .b`. . .. ', �� . � '•�' AT LE�ST �' DEPTH OF CLEAN ° � : �v ROCK /4" TO 2�/2' DIA. � ° � v <<.. �. �. o DROP 80X � MAXIMUM LENGTH = J�9� FEET --�� OVERFILL NOTES: I. BOTTOM OF TRENCH MUST BE FLAT ALONG . . �4 TO 6 INCHES LENGTH. INSPECTION 2. SLOPE ON DISTRIBUTION PIPE IS BETWEEN � � — — � WELL LEVEL ANO 4 INCHES PER 100 FEET. RECOMMENDED SLOPE IS LEVEL. � "OF � �a�,,� � BACKFILL 3, DISTRIBUTION PIPE CAN BE PERFORATED "` � PLASTIC (SEE PAGE �-26) fNSTALLED WITH 1 �� Y � � � � �� a �2" DEPTH OF gOTTOM OF HOLES ALONG THE PIPE g , ROCK A80VE ONE - FOOT AGRICULTURAL DRAIN TII.E CAN � ` � � ° � / P�PEja i� 8E USEO WITH A �/4 INCH SPACING. ROCK � o AT LEAST �' OF . � . ; . • � �ROCK BELOW 4. SCARIFY TRENCH 80TTOM ANO SIDEWALLS ' '`' � � '`f PIPE AS HIGH AS ROCK WILL 8E PLACED IN THE T R E N C H I N O R D E R T O E X P O S E N A T U R A L S O I L.. �',T�O 36" REMOVE LOOSE SOII. BEFORE PLACING ROCK. . . 5. WHERE TREES ARE PRESENT OR LIKELY TO 8E _ PRESENT OURING THE LIFE .OF THE SYSTEM� . , 12 INCHES OF ROCK MUST 8E PLACE� UNDER �? THE DISTRIBUTION PIPE. w - TRENCH CONSTRUCTION DETAI LS � ..��:i'Ir� _� ,■�� ■�■ • ' �� IA�■��■ , .. ��I�..��! �ii�L''�� .i��l�� i�� ■I�� Ii��!��■ : �i��11�� I��r■�� \��■ ��1�, : �i �� !��■ ■\��■ �a!_�'��c�fi"i�� 1L'��1►l�\■��IJ!■ r�� ►��s��` �� r�� --� �� ..��,��_��,�n I�.��.�� i��.�� ..��.�iil i�■��■ ��G�7.1lI��w�i' I��Il��l�i�� ■ ��' �1�'J�. ��11�ii�� r � 1��i �,�I■�■�� i , �l� IrIL�`il■�� n�� . . 1��3i ��IF�I�� n��l�,�!!�"!; �� M�� . ��IIE71��oO�■ ��■��A!!�C!.�J�lG��1��i�i�'�1��1�ll��i�� '��.i��i■��I[�I■��■ ��■��I��I�� /.��■��I�ill.��■ !��'�� .��i��1��■I��I�■I�■�� : 7/•�.�� ''��J�ri:��1��1��1��■ ��/��I�■I��I��■ ��lR��:��■��■ ■ ��r��l��l�■��■ r��■■�� ■ ■��I��I�� I■�1�i��■ ■Q��■�� I��!��■ ■��■■� i��1��!i��■�■ '�!l��S�EG�� i��1��■ ��■ ��■��I�i��■ ■��■�■��■��i "i��■■ ■�'��iii��n��■��I��■��■ ��'■��■��■��I��■�■�i■ ■ ■■��■ ■��■ ■ �.��■ � � ■�� ■ . c �� t� ■■�� ■��■ � ■!!� C� �■�■��lI�I�■ `' ��5�� - ��■ ��■�■��u�!�■ �e�__.e.. �� _ .. ■�c.r■ , � i�i��.�� ► - � ��i ■��■ � �� - .. �� (� � "� , , l.ot�s U� SciIL bohlNtlS . � �, D Q , ' .. . . ' '�' r O �C� � ��• �-�--/ r �'� } a Loc�t�on o� t � �oring• made br � %� __ b�t! ��1�� ----- ��,�eeificatioa Sretems 1�AStlp ; UShA-Sr.� ___�,_; Unitl�d _____rt otl+ex ______�----- Au�t�r ue�d (check two)t ll�nd � � or Pouet t t�lRt�! ,_,_„• o� ��ck�t os..,,! other ,_,_. . , . . w'' , �otlnR nunblty hahth� hotlhR „u�blt .n.pch. �� in Surt��e el�vation �� Sut�nc� ��llotl , fsat . • . . o � n . ' G�� — ' � � ,..,._ /� �G�� (� ,� . , � . c.,,� �i�..� : � � q�� _ �t� . z _ � G'� w yJ '�.�..,r� _ I('`(j � t� C 1�.� . y � . 3 -- , '' ` — � , � ..,._ ' . , , . . • � , . �d�� , s � �or, 5 ..._ ; , ' �� . ; 6 -- �--�;;� rn�� -- , � : ; �- -��, ;� _ �� a.� , — �� . � . . . . 8 _ _ � . :, y — � ` . � . , . ld _„_ . ' �0 --- � i • � . . ' i . � . � � � . End o[ botio�t •t � teet. tnd ot botlnR •t � E��t• . Staodins wat�tr t�bl�� St�hdinR v�ter tMb161 � � ' Pteten! �! �_ t��t dt d�pth� ' Pra��nt •t t��t ot depth. . • , • � hour� �tt�c borinK. ___,w� hn�t• •Itlt l�otfnR. tiot pte�ent in borf�nR hola _�_. �tot pt��nt� In bdtlnR hole �_• � . tloccl.A •oilt Nocci�d •otll ��/ 1� .' Ob�ecved �t � t�t o[ d�pth. �b�er�ed �! `� �et;�bt depth. tlot 'pre�ent !n borinR hola • � +. 110� piR��t1� If1 h�tln� I1nI! _ • ;1 , . ..�� .� . „ , . . � . , . .,.; . I. :� s . . Lvt�� U� StlIL bOhlNtlg ;�, � ��. � . ,. ... n�(� - Lacl�tion oL tto��ct oU.� �ui/�C�' # lD C/�?C� , �oring� made br , �`- - - bst! ._,__�_/U[ 97 ��,�eeiEtcetio� Sretemt MSIt� ; UShA-Sc:S � t Unl�l�d _ _ ! othec _______...._.-- AuRtr u��d (check tvo)t ll�nd x� or Power t t�.iRht ____� `oc �Ueklt �! other `_.. • , . . NI .Depth. Sorinl� nu�bicM --� _ b�hth� hotlh►. t1Ulnb�t � — �,Q �� SU<<AC� l��11��b11 Sucl�ea el�vation [�at [aat . • • �v cv R 2%.4 �w l�/Z.�..+4 . 0 ry • ^- ` �'� _ f � • � 1/ � �"�� V • � • � �� ; � �ac,�2 �-�.�-�-�.� � ' 2 _ 9„ � -- � .�, , � • � .._ c.��jl o w�' ��- — ��►�c� w-sU �, . 3 � - '��-y �. , � + 4 ` _' . . . � '_' . • : . • . �Q�� . s r � a ,., s ..... � . ' ' � _ - m�,�� ► , 6 �� m� � � � . , , _ � _ � — s a.:�2 � -�a .�� , . . . . . a + , . :, 9 _.- ' '_ . ' ' 10 — , �� , � -- � � � _ . ` . � . , y � . Ead o[ botin�t �t Eeet. Lnd ot botlnR tt ��et• . � .Standing Wat�r t�►bl�t St�ndlnR v�tet t�bl!! ' Yra��nt at ,�� t��t ot depth. . �re�an! �t �•_ telt ut d�pch� � , • �� hour� att�r borinK. __.__.___,_�,,, ho�t• •�tle boeln�t. Not ,pte��nt in borinR hola _�. ttot ptee�nt !n bottnR fiola ,,,_�,.._• � • Mottl�d �oilt 1� �� Hottlld •o��l �� Ob�arved �t �/ �t of d�pth. Ab�er�ed •t �_ [�l+�bl' depth. Not �pre�ent !n borloR hole • � _____. Not pree�nt 1n hnrin► 1��1e _ • :�t � . ,., � � ��;��:�; _ . ...��. � . ..... .. ..� _ hi"`,iiS"+y��' t =;� % I-� q,fi-r": y . ,' , , . , .. , b �' , ,� r LOc�S 0� SUIL bOhlNd��`�, �, � :�: ::..�: . �� ✓l,� � y`a �, ? V� ; ' .Loc�lion oL lco��c! � �� c7+�0 , � ; ,�,, ;,k . s� ' A ' � :��!/O � k = `s�" ��'ar � . . ,i DOr1�1Q1 Ill�d! ��, ��•� •�� ' �� , Y�•cyy�, �,L. .. • ..i��C.t�i��• S�tl��i ' MS��N�' y.�� .Ull��"5�.� � Un�n � ��`��t��,....��r . ' ' . �+ �"�� k ° "' � "� ,y�' �1� �� . `. �`; ' ` "�'�' '�tidck!! �„t� othec ,..;..:� ;. Au�tat u��d�s � eck two)! tl�nd � x , or._i'_owec _t t�lRh! � dc>� , _ ^ . wM. �' y *w� , , i' .r f.,�► � "� ' � n „p�,�+ �� ,, ' �,1t�b�t . .D�plhi• .s6tfnl� nu . ��i,_.,.,. h^h:�� . � ;�. ��... :� . � . �n �.�`, ;�� `� �t1 ; �= ' , Ut��AC� l��11��b11 ` ^. �� `� rtl��,�.eilv� !nn ' , [bat � •�, :x ,.., _ (!at ;,�^��;s' "' ��,,."�' , �v . � •:�• �` , � :fl�r ��M�. `�.� � . O� - ��1- .. � � . . � . .��C�:i �.'`}M1: ' . w'..'�1^ �R��\/^\ � l/ ' .. - .�'.'� . .'� * �itif h�� • �J� '�S1 �"? i- k , i � '� �� r� `t .�:i �; :t�. . � �� '��,r� � .M;4, •'�i� . . �L'r.: � �t.CT � ' " �. ,��: , �� , � � �..� ��' ' . ��• .. . ' ' � //!� 4��. .x•i . ,A r=, � '� »T�j' "{i�' � -., �y�i//7,r/1_ �. . ,l ' ;II I . /^) �. . � � w C,� �'' �. • ��`�'�Y, — . . .. . 4 - , . .. '• ��" •�_ -..:. �. � : , .� �. 4. �.. y -^- :�� .. .� -- ,� . � , .. ; f . � � . . . . � ._ , _ ,�� a''", _ � �. 'I � �,: , ,., j• » � r } `� ` � � � � �� . � "� ��:, �. . / � Y� ..v. �;,,.. ro�•. �i, . ... . . _ N._:. � .,,._• . .. . . , , � . ,,.. . .�. s � ^. ,�� `� �., . � , �' . _ . ; ,�.. -�'; • . , '� 't ''�a�. � ,: �;. , . . � .� K „ � . • �s � �j �,. � ;� �1 �. ;`'�'�' d ; � _ � . . �, � y �� 1 � '.`' � � '�,' � %r ( 1 � .6. .��.', ' ��C�,��L""i".. �_.� � a.,-r; �', t � L • • �� '.- �.. f , � 4 �� : �'U�, i. r/��rW � ;... y :� . �� ' :.� . 7 �o►.�.�� T , ;, . , , . . � � —. ��,,�;.. �.� � 'Y:� � �.. • � ,� �� • � •��A�� Tt� �t . , �� .Y� � . �.�. � . 4 4,� ;�'. :' } �w.• � . �i� .'rk�� E! . trp,a`.�� . ._ � . '�: , . �..� �.. � .. •w• . � If `� !�,. . i V —' , . � ; �Q., r. ' 1 t �t s� �� ,e+1� � � i. 4, . . �' 1�;. � . .. � . ,-��.. ` >,� � T ; M' �'�». .. ;;�1d+: ✓ ,.,r�( ,��.� ..�,d ,r �r •:�e� a. iR° ��n /. �� ;,�,,� .�l � }a � � t � i � #� �; �.� '�' � � h � Lrtd oi'u�tlr . , %; � Iaet. ��.,, Ln "t+,: ', . '�k �iA . ',, - �.. � y�,�" k �� .�� St��din `�� `t ... {,�; ��a n ec t�tile� ;;,,! � � . .,�w.,,K:r . .� .,, ;>.� '. 'tra�,�aL � .. �t��,�o� d�pth�'�� tt�• �•.� ` tee! o e `� • � �� iouc� e��ii .� ��, .`.�,�,:;; �'h,dilt� it��!`1`�l,�`ro + ''��, �'�S'!` ' �s '?�,' , �''�` a� . ,,�:; ,. ° , ..Y. ', �. .,,� �,,� ''�E �to'�. "�°nt •�h ,� hol� -X�� Noe t�� 1ni�otlnR ho �6'' •�rr. ��'r.. . ""�'``'. . W��'�� 1 I, �� .5* •:� � 1� y�. . �.,;Nottl�d �oil� �� -� -_ � n�is �,� ,, . ob�er �k ��,� t,�it oI deptti. �b�er e �'`'ti!� e. T -, . F. �.�,... . , ,h .-�"'"_ „�tiot rre� n�bo nR''hol� �_. 1fPat.{+t !� I��tin� ho �. r, .. u ' �� k.�. . .' , � �'�.Y� '�� =. � 1 � �'�.t • . , l. ' . � ` • y . 1. . . . 4 � ♦�� .�.w . . . �_ ' � � . .�, '`� • . . ....i k. :�. .. �.+f:.]'.. ,.�"�• i�r�+(�Y��.4 n '(� � �'k . ��11' .. .Yh "P . „ ��34 � � � • r ' = �►.� n • r�nco[.ATioN r�asr dArA suset ' , � � �. ' . ,I Teet hola locatio�t�Z�C�"' eo�cP � � ' � Hd�d�itu�6ber�_ �� data test hole Wae ptepek�ed�� /0 � �'/ 2 , Uepth o� hoi4 boccom�� inched. ;;� •, • Diameter�of hola;� � � . ••� ittCh�A t, • .� . � . � . . ., . � ! �, , ,..� . ... . r , .�. •. .. . . . . �• . • � ... � i ,. �.. , . � � � Soil �dats�,lroa�' test hola! .,,• ,,�,,. . . . � ..,. , . , .., . , ..,� , ' � . •••••"Depth� inchab ••' ' • ' � � ' ' 8oi1� !exlUta ' ; � .. .•r 0�.. Q,�frl� !, . , � . . _ A 1 . .. . � ''r: , _ „' / , , �Y �: �. . . �- a' ��' /�D Gv n� C.' L /4 c,y — � t , �; � �y _ • I • _ _ _ "i . Mathod of� scretdhl��eidevAll _ 'VA � �- ' � ' _ ' _• , � � . , . . ` ,�, • Depth of pea-sized•.gravel•in �bottom of hole� Z inches� � • • • � • t< Data and'hour of'itii�iai �ecer fii�ing $/ l0 / q 2 ' '� ' jp l4 m �; � � Depth of initial Watar filling� J2 incheA abova hola bottom. ��. ' � � Mechod ueed Co maintain at lea�t 12 inches oE aAter depth in hol! �or et'leadt � 4 hvure ,w�wn� . . . Percolatiod'teet"re�dingi'mAde'b�i ' �j , �(,e�� ' " " � ' on • � • , I�•I7 Z ��.etarting at� � �'m' HaxiA�um Wetat� depth above hola botto� .. .. data) , �,,. .,� � , . . , .m. during teet� Cc inchee. � Time percolntion Time Intetval, Meaeurement. Drop in Water tate� Remarks � Minutee . inchee level� inches minutes per i ' • ' inch R Z .� � . �O �� • f � 2'3 � 3� � �1 � . -� o -z ' �� 3 � � c� • ' � `� , . _3 lo � ; , � � , � � � . ' � ' , , . . . . . . �. � . . ,,, � • • � r .�/. ParcolaCion�rata • �-T"�� minutee pec inch. •` � . � . r i ' I 1 1 .. • s�'�'`; °'a _ .� . " g_3g , ; � , ' • � �� , • rettcoc.AzioN �gsr tiArA s11eB� • • , . : �. ' . � ' Teet hola locatio�l_ y�.�' G � "� � ' Ndld"t►u�ber v� ' ; - �„�� Uata teet hole aae prepaired�1lf�J y 2 � bepth oE ho�a bottom��_ incheA. � •, • Uiameter�of hola;�� '� inChptl' • �� , . � • . ., � r . , ,..� .. • ( + •� � • � ..�, .. .. . . . . , �• . . i .. � 1 � �• �.� �.�... � � . � Soil 'data ,from teet hole! „• �,r,,. . . . ,..,, , . , ... . , ,.� . . • ��•�•Depth. inched •' • ' ' ii text�ra ' I ' � .. . ,.�•O�.� �v(I. � � . . � �'_"'.� � s� I . . - .. . Y ' - g`� _ ! �" o��o �. .�--�, � � � . . . � . . � .. .. � , . Hethod of seretChl�k'dideWAll ' ' • .�' . . . • Depth of pea-sised�gravel•in �bottom of hole, Z- inrhed� . . � • . , . tiate and'hour oE"3tii[ia� t�a'ter f illing _$"1 �O � q 'L ' '`0 /� ' � Depth of initial aatar filling� I�Z incha• abova hola botcom. :,, , . � Mathod ueed to maintain at leaet 12 inches oE astex depth in hal! Eor et'lees� � 4 hours ,,.�; „�,--.LQ�� Za�a1,'..� ,� . Percolatiod`teet"Ye�ding�'mAde'b�i ' � � �''�l� • •• ••� • • , • : �•�9 �`Z� �w�,etarting �at� � ' . Haximum vatat� depth � � . date) , .m above hold bottoa � �„- •,, � during Ceet� �o �inchee. . . � � � Tima Percolslion Time Interval, Meeeurement� Drop in watec rate� RemACks ' MinuteA . inchee level� inchee minutes pet ' ' inch a 2 ' 2 '�/ 2 o �/ �. �J� p, , a (o . ,�� - •'�c�: . � ' • �_�. . ,; i�l .31 0, O _3 3 , > � ;� �' . ; • o ' �� , ;.. O. ,md , . 3 ,, �- ::.p .,: ` • . . � � ' � � . , . • . � �. ' � � �� . . } ,��. / Yercolation�rate � � 'U minutee per inch. s�'� + � . _ i ( � � � . <t�. ..;,:: r :?u:::y ...«..,�{ ,. , :. .... .>...._ . : .. . . �v U.F�WRIix . .. .. v'^ww.,. • l� t .. . ��.' r. w�7��. ' ;• , . `• , � ��,� ,� , • r�ttco[.ArioN �ssx dArA ettegx � � a . � ,e +�' \�•• M ,� • � ! $ '� � �L+�S .'F . . �• �,''��` }�Y y�ys��, � j �,� .Te�t hole location �' d o � '�' to' �` � "Nli�b , ' � , , Ild�d er • Data test ho e � �a� �� . � �..,' i aae prepeired T�/'c�/9 _ .,� �..; � �; ; � �� ;�:�r , � de th oE hpia bottom ��, �i� �i�'� •� � Diametar� ot�holA,�� •� iaeh�� .� . , , , ,� , r.;:'. ��" �� ; ., , . . .. . . -a.��,y Soii 'date t , ..�, . . . ., �• + . , ►� ;�.:� � ��,�.:. � • , rom teet hola.! , . . . . . � ,r �.r,�. .,• :b +:; ,,, ., , yV, . ..N.•Deplh� incha� ..� � .. � �� ' � � { • '• �.�Q�y. � � . ., r;� o�l`. !e tUra �'- !�: . __ _ �� . � 'f `` � � � _ �!i'....,. G c� .;. � . . . , . *�'��' ;;..! .. � . . . . �� . • • . . . • � ' �e;�' . � , ar #� '�� xiE„ . Hatt�od oE� s�zat�hln�'dideuAii ,,�A �b, � ' x� �� - � ,�yr�_ .' . � . s ` � �- - � :� . > � ��,�� . Depth oF pea=si�edhgravel•in �bottom oE Mole inchpr� � ' ��.� ° Uate ,and'hour of'�hiciaf i�a�er �Eiii3n � `` �� .,� . ,, �' �� . , . � 6 � �a/'9'� �d � � , ''' Depth of initial Watar fillin lZ ` s �� B+ incheA abova hola bottom.',: ° i��,� � r ,. ��j �� , ' � ' M e t h o d u e e d t o m a i n t i n a' l e a e t 1 2 inc hes o E aetei��aepth in ha�e Eor �at'leesl�; ��° ':�� . 4 hours � ' "3` i: � , �F � � �,� a �;. �� ,a�� percolatioc�`tebt"re,dingi'm�de'b�► ' � � " . .. ... . . , "'`� , � :,�, •.. . , , �'��I on � � �� _ ; ;.�` , .etarCing at. ''e " � ' ' ' Naximum aetet� depth�. above� hdie�olt • dace � �t�. ::� �, � � , .m. ,�.: �� :. dur�ng•.Cee t,. co �inchee ' ' ' `" ' "�`�` � `..J . � � � �4. • Tima ��, ��A " . , ��'°� ' !►ercvidtion ��,�`;� Tima intetval, Heeeurement� Drop in Wate`' s� ��` Y �"„ � ' Ninutes . ' rete� � " Remarks�'' inches level� inehee� '�. minut�s per � ' �' • . ��:_. ' � ineh ' l / 2 � o p , � w t_i . � ��• �s • �•- � � ,�� ,... ..� �... . . � . ,. r�... . �: ,' Q , � :�,:�. � :� � � a� � t ..�, {x� f:.., ' . . w.xi; .;:u . • I �,';��r,y S'��`e. � �';� �'�a �'� ! � • � , • . 1 { � 1 • � � -.. � . '"I.,� �.I �s• . i:^ . . ��.�� . {♦ � ' � �. 1 4 �t=� � 1�1 � �� r� i ' r' . '.i , v i�.� i :�/. " " r�r' � �«: �` ,�a�? z. . '�.S 6'�++� d4�5 ,`,��i . �/ � .;��' ,k � � Percolalion�rete • minutee ` y♦ �r^ per inch. ,• y . Y � . . ;= I ' "k 1 � . : }r w'� � 1,. ` ' �,�, Y.sS� � x �, � �,� � x� �!� t� . . � � � . . � � ..�..� -.. . .. . , ��..a r a2,.. "v�#At"