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Home My WebLink AboutSeptic info plus 1990 septic design . � � O'�;: O -�=��=::�-,.- CITY of OIZ4N0 '.,. ,• , �. -,.. � ��f��'.'1,;�'��;:.,•.� � \,� (�� a.,,a�;�., MunicipalOffices , � ,,. Y r�r�`l��, Gti � �� ,� � ��;;;r�3��;3,�c,� , Street Address: Mailing Addresss ��9�E��p'4�j/ 2150 Keliey Parkway P.O. Box 66 �' Orono, MN 55356 Crystal Bay, MN 55323-0066 To: The Current Owner of Address o? �✓OC� �-d it�j (/�,e�..J 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 Attomey for legal action. System Identifi�d as Non-Compliant Yes i/ 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 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 / c� - 30 r�Z . The tank(s) should be cleaned through the manhole and not through the inspection pipes, this allows for proper cleaning. Comments: .. S_ � � Inspect . Date of Inspection Telephone(952)249-4600 • Fax (952)249-461b ; www.ci.orono.mn.us � °� : _ . 0 0 �� CITY of ORONO � ��::�T-�;-- _ �„ \\'�'�� x� J= �^ ti,�' Municipal Offices � ; '~� :. �'' G Street Address: °15a—a49—y6c 0 �r„ Mailing Address: � f��,!'�.�`".I r. . . '��Kp�'� 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 To Current Owner: Address: �� -�^s►�/�t``� �� 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 rimeets all thelocation,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 dces meet the three foot separation require,ment or two foot requirement for systems installed 1996 or earlier,and which is not failing or an i�ninent 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�e 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 CONDTTION(5-7): Tank inspection indicates: 5 Pumpout not needed at this time. �Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years. Tank was last pumped l 0 3 0-rl"� ). Make sure septic tanks are uumned throu¢h manhole and not throu¢h w6ite insuection aices. This allows for the uroaer cleanin¢ Keev water softner and iron fdter disc6arge out of seatic svstem to arolone tife of drainfield. Ask aumaer to test alarm float to verifv alarm is still workine in vour house. The alarm warns owner that septa¢e 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 out now. DR.AINFIELD CONDITION(8-10): b �Drainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfield.is saturated and visibly discharging untreated ef�luent to the surface. Contact the City Inspector immediately.Repairs must be completed within 9U days. COMI��NTS: �J c a.:F-�_Q\J �� t.o� Cn r.. �;c,�s- r`��.5�- bc- (� �ti�t � �v--� \Z.3� "'�o�.il , v„� St g�-,-c., �*��5 S•r�-�-c r Z.o o� . �'-Zo --c,� (5�� Date of Inspection Matt Bolterman- Septic System Inspector Note: In the event that this inspection report is used to sarisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee or cxrtify that an existing system will continue to function properly, but is merely an opinion of the adequacy of the system under carrent conditions based on the available information. � o� .. o o�:,, ��;�� CITY of �RONO ��--� .�� `�r� � �� y �" ri��,� o�r� � ��i-'` �� .•��'yG ' Street�ddress: Mailin�Add�ess, .�.i� g, �.ES�iO 2750 Keiley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 . 95d-�49-4600 To Current Owner: Address: a3 O(� Lpr,p1 V�ew C;rC.�� 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): 3 1 "CODE SYSTEM"An ISTS which meets all the location,daign and construction standards of the current Oro�o Municipal Code. 2 "COMPLIANT SYSTEM" An iSTS which dou not meet all the location,daign and construcdon standuds of thc currrnt Orono Municipal Code but does meet the three foot separation requirement or two foot requirement for rystertu installed 1996 or earlier,and which is not failing or ��- an imminent threat to public health o�safery. , ( 3 J"NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS lacated within a daignated 100-year flood plain,any ISTS which may `� or may not meet all the location,design,or conswction standards of t�e current Oronb Municipal Code and which is failing for any reason;and any ISTS with tess than three feet of unsaturaud soil or sand between the distribution device and the limiting soil characteristia. TANK CONDITION(�-:7�: �7 Tauk inspection indicates: . S Pumpout not needed at this time. �Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years. Tank was last pumped 1 O-�3U —G 7 l. Niake sure seatic tanks are aumaed throu¢h manhole and not through white inspection oines. This allows for the proner cleaning. ( 7 ) Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. �/ DRAINFIELD CONDITION ��Q : � 8 Drainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfield is saturated and visibly dischazgino untreated effluent to the surface. Contact the Ciry Inspector � immediately.Repairs must be completed within 90 days. CO�NTS: l�r A"-��-,elc� �s �oh- cor, 1;��fi �� ,r�v5�- bz f e IqccJ b ��.1� - a.o �� . P�Ma se�t.� fi��rs ;� �r�,c� �,��t r� b��. P�� .,.. :�.=�— \asT 3 �/zg�s , . � -�.-o�. �au �.�_ Date of Inspection biatt Botterman- Sepdc System Inspector Note:In the event that this inspection rcport is used to satisfy the rcquirements far a mortgage or other trarufer of properry,be advised that this rcpoR doa not guarancee or certify th�t an existing rystem will continue to funcdon properiy,but is mercly an opinion ofthe adequary of the system under currcnt condidons based on the availabie information. ��r.�m , ��.. . ��. ��... � .��, �ar.=` ...�.. , - Compliance Inspection Form for Existing -. �, � 4aifaa` ; ,.��,�`b�,��J Individual Sewage Treatment Systems � This form reflects the requirements of the 1996 version of MN Rules Chapter 7080 � R �R�� Minnesota Pollution Control Agency ��Y ; Note:Local inspection standards may be more or less restrictive than the state requirements. These differences must be made available by the Local Unit of Government. Date of Inspection: s Property Owner(s) �;; ; :. Telephone( ) b��.`E/f.'�-` :',� Person requesting inspection(if different than owner) Telephone( ) Reason for inspection: Site Address ' - City =. � : � > Zip Code Unit of Government Regulating this property r`r Fire No. Parcel No. Township Name � Township Range Section Quarter (Check appropriate sewer system component and indicate location on site sketch). Tank Soil Treatment System: Other(briefly describel: Flow Meter ;: Septic tank ° Rock trench _Alternative system __ _Aerobic tank _Gravelless pipe trench _Experimental system Yes NO Pump tank Chamber trench Warrantied system If yes, Holding tank Seepage bed Exp.Date: Other Mound Other _At-grade �stem Classification System Built Prior to April 1, 1996 and not Located in Any System located in Shoreland or Wellhead Shoreland or Wellhead Protection Area or Serving a Protection Area or Serving a Food, Beverage or Food, Beverage or Lodging Establishment Lodging Establishment, plus all systems Built after April 1, 1996 Is the sXstem an imminent public health threat(IPHT)?U�grade Is the system an IPHT? Upgrade 1.Discharge of sewage to the ground surface? YES NO 10 mo 1.Discharge of sewage to the ground surface? YES NO 10 mo 2.Discharge of sewage to draintile 2.Discharge of sewage to draintile or or surface waters? YES NO 10 mo surface waters? YES NO 10 mo 3.Sewage backup into dwelling? YES NO 10 mo 3.Sewage backup into dwelling? YES NO 10 mo 4.Situation with the potential to immediately and 4.Situation with the potential immediately and adversely impact or threaten public health or adversety impact or threaten public health or safety? YES NO 10 mo safety? YES NO 10 mo Is the system failin�? Is the system failing? 5.Less than TWO feet of vertical separation between 5.Less than THREE feet of vertical separation between system bottom and saturated soil or bedrock? YES NO LGU** system bottom and saturated soil or bedrock? YES NO LGU** 6.A seepage pit,cesspool,drywell,or leaching pit? YES NO LGU** 6.A seepage pit, cesspool,drywell,or leaching pit?YES NO LGU** ** LGU=Local Unit of Government ordinance must specify the time period within which the system must be upgraded. STATUS OF THE SYSTEM Based on the compliance criteria above the system status is (check one),❑in compliance(functioning)C3 failing❑ an imminent threat therefore,this document is a(check one)❑Certificate of Compliance �Notice ofNoncompliance. , , _ F � Page 1 of 2 ; � - a � : . . : � �, . , j.n. .--....-.,...-.-- ,�c .aa�-,..t'•7r�^-r�aw�;+� ro:.�.�.:x.-�:. .{..,#.+�°e ��ga,R�p.r.�..;3i�;,rrw�. . .'wt.��<'�7��. a+w'�,e+i�,�...}�.+t t. f� .'[� �•��.,.�.�^��. , >Wf►at methods were�sed to make the determinations for the compliance inspection? �,r':_ . C_� 1," _ .7 r e- ,'� f�: .� :t�:. '��/'fd "�--+. Please attach the followina: 1) Site sketch. Suggested items for drawing include:Well,well setback to system,dwelling or other establishment,tank(s),soil treatment system, reserved soil treatment area,curtain drain,property lines,waterways,and buried lines(those NOT installed by the utility). Include sizes and length and approximate distances from fixed reference points such as streets and buildings. 2) Soil boring logs,showing each horizon. Indicate the texture,structure,color,depth of each different soil type,evidence of mottling,bedrock and standing water and whether the material is fill. Locate each boring on attached site sketch. 3) A list of any and all requirements of the local ordinance that aze different than the sate requirements refened to on this form. CERTIFICATION A. I hereby ceRify that all the information I have provided regarding the individual sewage treatment system is true,accurate,and complete. Property Owner Date B. I hereby certify as a state of Minnesota licensed Inspector and/or Designer I or Qualified Employee Inspector and/or Qualified Employee Designer I that I conducted an investigation in accordance with applicable requirements that accurately determined the compliance status of this system and that my observations recorded are accurate as of this date. No determination of future hydraulic performance has been nor can be made due to unknown conditions during system construction,abuse of the system,inadequate maintenance,or future water usage. T� , . ,� a:r� ,� . , . � Inspector's name(prmt) : �, ,,� ,. ��, ,/r.:• �_' Phone ;: ��::- „�,•r,-�.. ",&��,•,;�-- License and/or Registration Number ..rj`J� fi Address `;r'?.,y�`".�'c".� ,�+;`,-'�;:: � t,� .,.� �ci - c"�'l; ,! �� ,l ',� Employed by .�l; ,�". �' �,-r-o� ..�+�"..:a%'�c; Address �.-�.�W::�: , Valid until ,unless the system becomes an imminent threat to public health or safety as defined at Minn.R. 7080.0020,subp. 19a,before that time. � Signature�t�-F�l�^+�''�+�a..�^"� Date !�'"� `�' `�''='�'� �arade Criteria Minnesota Statutes § 115.55 ("law") Upgrade Requirements Any situation witt the potential to immediately arrd adversely affect or threaten public health or safety, must be upgraded, replaced, or its use discontinued within ten months of receipt of this notice or within a shorter period of time if required by local ordinance. If the loca/unit of govemment with jurisdiction over the system has adopted an ordinance containing altemative local standards, the existing system must comply with the ordinance. If the system does nof comply with the ordinance, it must be upgraded, replaced, or its use discontinued according to the ordinance. If a seepage pit, drywell, cesspool, or leaching pit exists and the local unit of govemment with jurisdiction over the system has not adopted local standarrls to the contrary, the system is failing and must be upgraded, replaced, or its use discontinued within the time required by local ordinance. If the system fails to provide su�cient groundwater protection, then the local unit of govemment or its agent shall order that the sysfem be upgraded, replaced, or its use discontinued within the time required by nale or the local ordinance. If an existing system is not failing as defined in law, and has at least two feef of design soil separation, then the system need not be upgraded, repaired, replaced, or its use discontinued, notwithstanding any local ordinance that is more strict. This does not apply to systems in shoreland areas, wellhead protection areas, or fhose used in connection with food, beverage, and lodging establishments as defined in law. p:\ists\prog_dev\exinp9.doc-6/99 Page 2 of 2 t . -` • ' �� - �_ _�' � � , ��,,J C{�° � V _ �� _ � _ �� . �� l�J �' ��' a�' . � � c�' � . �'� �a�0 � � �o; � ao�.;� _ ,� �g'� � � , o -iz z�z �a�4� �`� _L `7� L�a.yv .I�, L�� '6 J�/� �z � ,/3 � 2�/ 3 � �/� .c� /�r► o��,� �.d /�% �o ,, �o/Z �� ; . � �/�O� , �%O O ;i � A,�a �;�::�, ,� � CITY of ORONO �\.�i, l` ,�,- j�� `� lC� � Municipal Ot�ces �� , ' � ��ti�� G� �\�� t �� - �, � Street Addroaa: M�ilina Addrosa: \��C�,+gg0�' 2150 Kelley Parkway P.O. Box 66 �--- Orono, MN 55356 Crystal 8ay, MN 55323•0066 July 7, 2000 Graig&Diane Cazl 2300 Longview Circle Long Lake, Mn 55356 Dear Mr. &Mrs. CazL• An inspection of your septic system was conducted on July 6, 2000. A summary of the inspection is below. Septic Tank Condition 1. Pumpout needed within one year(last pumpout date 4/4/94). The septic system is non-compliant due to a lack of a three foot sepazation distance between the bottom of the drainfield to the seasonally high watertable. The three foot requirement is a State Code,not a Ciiy Code. A soil boring was conducted to determine the depth of the seasonally watertable. The septic system must be replaced by December 31,2010. Enclosed is a list of state licensed septic contractors who work in Orono on a regulaz basis. Also enclosed is a fact sheet explaining how a septic system functions properly. Finally, an as-built drawing is enclosed that shows the approximate location of the septic system. If you have any questions regarding this report,please contact me at the City Offices at 249-4600. Res ectfully � �� s Pence On-Site Systems Manager Enclosures In the event this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does no guarantee or certify the 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. Telephone(952)249-4600 • Faac(952)249-4616 www ci.omno.mn.us �O� . O O ' � -� CITY of ORONO , ,�.:. -� -� a � 'r�'�. �l �r�, td � �o,� `� 15� MunicipalOffices ,� t��-- ,��°��.� G�' .t ��{ 7, �� .� Street Address: Mailin�Address: +�r��i 9$Egg04' 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323•0066 Owner: ��1 (f r Address: 2300 Longview Cir. Permit #'s: 5023 es: li/28/77 Contractors: Murphy Plbg. 6 Htg. (This is [�J an existing system [ ] new construction) . SYSTEM COMPLIANCE (1-3) : 3 1 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, v 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 is 'j�] or is not [ ] identified under this septic system. If the saturated soil level is not 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 been 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. --�� 10 One or more tanks are ces p , w ic means the septic system is non- nt. (The tanks are [ ] or are not [ ] water tight or the condition is [X] unknown. If the tanks are not confirmed to be watertight, this classification is subject to revision.) DRAINFIELD CONDITION (11-14) : 11 � Drainfield 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.) : medium COMMENTS: In order to confirm that your septic system meets Minnesota standards, soil borings were performed to verify a 3 foot separation between the drainfield and the seasonal water table. The separation is 0 feet and the system is non-compliant. Repair or replacement of the septic system is required by 12/31/2008. l a - �-G} � �----' Date of Inspection ic 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 a � ON—SITE SEWA(�E TREATMENT INSPECTION REPORT ti �'�',� �G 9kEsHo4 Owner• �L_.(1�C,f �["l�� Address• L�o � Permit �'s: �G�Z Dates: �I—o�� Contractora: /��/1N YI�. City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular besis. The �-site sewege treatment system at the above address has been inspected and appears to fall into the category checked below. (This is �,an existing system [ ] neu construction) SYSTEM CONFORMITT (t-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 pottutants into ground or surface waters. 2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards ot 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-yeer floodplain; any system which may or mey not meet all the location, design, and construction standards of the current City Codes and which is faiting 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 limitin� soil characteristic [ ] has or�has not been identified at this time. If the limiting soil characteristic has not been identified, this assification may be subject to revision.) TANK CONDITION C5-10): � Tpqk inspection indicates: (y Purywut not needed at this time. 6 Solids accumulation in tanks indicates they should be p�rnped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. Tenks should be punped out as soon as possible. 8 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 punpout. If tanks have not been punped out within the last three years, they should be puiped 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 C11-14): Dpe�,nfield inspection indicates: (tT) Drainfield is dry, no surfacing evident. `'1� Same evidence of surfacing, not critical yet. 13 Drainfield is seturated 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 SlTE FACTORS Cslooe.setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (decends on soils.water table.etc.): �� 4 COMMENTS: Date of nspection Sep ic 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 f�mction properlyi but is merely an opim on of the adequacy of the system under current conditions based on the aveilable informet�on. This report must be kept on the prerises with the system locetion and punping records. WHITE COPY/Inspectors Flle YELLOW COPY/Homeowner ..,r�- CITY OF ORONO � O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA<3E TREATMENT � � INSPECTION REPORT ti ��9kEsxo4`'�0 Owner: J�V► G� �� Address: �J(iV �1QIJ►�GvJ L�l�l� Permit �'s: oa3 Dates: ��// Contractors: ///uVbnv 1'/�• 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 ,j�an existing system [ ] 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 uaters. 2 "CONFORMING SYSTEM"-A system whtch 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 700-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 sotl characteristics. (The limiting soil characteristic [ ] has or� has not been identified at this time. If the limiting soil characteristic has not been identified, this lassification may be subject to revision.) TANK CONDITION C5-10): T�qk inspection indicates: [5� Pumpout not needed at this time. 3 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. 7 Solids accunulation 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 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 �n each tank at next pumpout. If tanks have not been puiped out within the last three years, they should 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 pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-74): Dr ntield inspection indicates: Drainfield is dry, no surfacing evident. 2 Some evidence of surfacing, not critical yet. 73 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 Cdeaends on soils,water table,etc.): ��i`y„�, COMMENTS: � Date of Inspection S tic 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 punping records. WHITE COPYllnspectors Fite YELLOW COPY/Homeowner SEPTIC SYSTEM IVFORMATION STREET ADDRESS ��( 3U [�A V�c�ZC►�"� LOT BLDCR SUBDIVISION �(�h S�CO MONTH AND YEAR TESTING DONE � ITEMS ALREADY COMPLETED � I��(('1'Yx5 � GS SG � . ..� NEED TO COMPLETE BEFORE ISSUING BUILDING PERMIT: OBORINGS OPERC TESTS ' OSYSTEM DESIGN OSITE PLAN O OTHER OCOMMENTS DATE THIS SHEET FILED c��('II�,�BY S�✓�- �"'e""""''y� SIIBDIVISION FILE NO. " g - - _ �p!� _ �.C�-r'� '� ��Z g ` � 4''�T� �/f��/'''_----- - _._ ___.._ _._ . __ ___ __ --____ __ � _��Pa��'`;�.._ iV�v.�__ t�� _ _ _ --__ _ __ __ �. ,. .._�_.._._— ,, __ . _ .___�'2.} '�`_'�-r-�-t___-____S�.�c'�° ',� _�rx-elvc,t��, - 18 r�-�c �c-�-�r� ____. __� - .___._..�_ __--- - ------��__.__�'�I _!�� --/ -�_i'`_"r1��______ _..�....._�.�-- ---- �' G��{�C-S' �__' o _._.__ ._____________� --. --- _ �._...__�.__._ -� ------- - _ _ __ _ _ - A-�T• _' ��.�� -� � BIZ 1�L�S��sN �wP�� __� �l ` � `/� 9�c �.�- �'�✓�_--IS`�.�_c___ _.____. _ . _ _ _ _ _ _-- __.___ ___ _ _ _______ _ _ �o'fkE- S t!t'�S ,�,�' !'�'" ,��` �+�r�.�4r�� `�"�-�ti`t��► _-- ��.� j�,,�pr..._. �'2.---- -��S�--------- --�.�._�__.___..___�__---___--__--__ — �a�-� C.�� — - __ ...� .. . _ ______ .�.._.. . __ _ . _ . _ . 2 �7� � ►� � >� �'"'n� � � � -- -- - �_--�.?c' ,, . ., .--- ---�-?�-a�. �---- _______..______ _ _- _.�;.._ _._ _�._ _ ___-------- _ --- - � �� --�'�� _ _ r`'�Ovi N � ___ES`�S�U�__.-�--5�-�- - --�_�z--'� _ _ ------ -� -- _ _ 1 S c�'�� -_.�. a/a 1 ��-- rM.P �______.--------- � _ -� � -- Z�- _.__._._ .�,Q-cr ° __. __.��t 't" t=�2o w•. w c-�t-t_ --- (��u c�u-c.�__ 6�-�f_'^-d+reso � ____ _ ,. _ �. _-- ____. _._�.___��'`.tc�i'� �'('`t S �r� �rc�.�"--l.� �T- '�-i- '�0"''.�s" ' C%�''�U'! ��'`�L� �"` ��--� ` '��t S_ � t T� l,S—�t'=L n�_.�_ ST^z�'r"�____.� � ' �- � ' '��?S__v�o_�c c� _�e:.`L�.g� ��Zw�._tiJ t� . __—'�.__�.___-----��v�_ cre�_ --'�---�---��1..��l�1_S�c.s�_.___—__ - _._ .___ r �,v �. ..__. - - �__ _ _._�.__._ __._�" _ �= __ � S-P TESTING, INC. 851 KATYDID LANE ST. MICHAEL, MN 55376 497-3566 Steven B. Schirmers . April 12, 1990 Don Scott ' Lot 5, Block 1 ' ,� ,�-�� Longview� East parcel ' ��.;;,, � Orono, Henn. Co. , MN � A fi.'�"�'�:."t!� ��r "2aY This system is Designed for a Type 1, four bedroom home and in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. This Design is for future expansion for the existing house. � The soils on this site are typical of SCS soils mapped - LrB - Lester loam. A seasonally high water table was located at 22" , 24" & 30" , (mottled soil) . Due to the seasonally high water table, a pressurized mound system will need to be installed. The bottom of the rock bed must be located at least 3 ' above the seasonally high water table. . The soils at a dPpth of 18" have a percolation rate averaging 24.4 min/inch and are adequate for treating septic effluent. A pumping chamber will need to be installed to lift the effluent to the treatment area. The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just .break up the sod, be sure not to over work. :,. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. (Mercury floats are a good method) . All neighboring wells are located more than 100 ' away from the proposed treatment area & 50 ' away �on this site. The City requires a 75 ' setback .from the well . The existing well will need to be moved at the time the future expansion area is needed. Keep all heavy equipment off of the proposed treatment area before and • after construction as much as possible. The treatment area should be marked off before construction. , CONT'D Soil and Percolation Teitt Septic Sy�tent Dtaign �2) Don Scott,Lot5,Blk.1 Longview, East parcel With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Recommend to pump the septic tank every year if there is only 1 tank & every 2 years if there are 2 tanks. �� . � Steven B. Schirmers �S :�. gBS/ds •• _ _ _�• ' . . _ .�C��`�` , == - � ` - . . - .. ...- �/ J . - _ . j✓y�� `_ - Q ' • - � - - . , ��-`��po�� , � - "��Y��T APf� Si�C��-E� '' _AFC�E�- C.o1��-'t 1a1-t � . � - � . � - .._ �'�'Ci�g�G � . I - .- . . - • - - • . . . . . . . _ • .�.�Pl��ls!d.1 � . _ . . . . . PrR-�14 1 � i . • � 9�..4 � �� . - . . � ,�� '. �_ � , � - � - � � - � � . . ,�.k , xj \ x� - � . . C �'i ao, 'Le ee.3 \ � � � t �� ` • � �_ O l _ /�\ �'\qo.� .ai/ 1 � . � � \ (h \ . � � � /\�qp.r1� ,/ � �i /\ . / ,�Be.9 i �. � � / . qy' SC�M: 'Co� c�F �c� �i.�� ' 91 S - \\ . I :1�7$l.rl...._�L - /OG.p� � Lj SOr�K, r � ` yp�.. \ L+�.D i � . � cc r � .\ o ' 1 • � S:acr_T1T+1� '�' i �' `, `.'�`"�. • �. « �� i i ( �-�'�'S 6 Percaotion Tests Scale� � = So £x�sT��L µ�,�s� � 4 . �� - XSpI) BOfIf1Q5 � ' . . P �o _ . �Benct: Mork ' � /� ,� : � � ,- o, Note� This system is to be constructed to meet _ - i� �' �� . � fhe Mnnesota Po�lu!ion Con!rd Agznq �,5-c�►..+,� � Chapter 7080 6 Z�ocal Ordinanc _ ;"' . �, �*',�s • /; C. o-CE: La,w� A.�� so,�-rH - % � � / ��,�-�o s�,��s-� s�x�t'� . / ;� � � 1 . Check all underground utilities !L—� � � '� / - � �� / � �PF�Poscn � . � Y�t�P�Nt.. � � / �/ c..N,a-„-,$�- � PR�°ERTY OF: �c,� S�o-T''C--_ �x�s�C�,�� 't`�el�c.-l�1�'S p � �S 5� �L� � L.Ot�Li�/l��n�. __._. _ _ , a , , '�.S-T �.4-L`EL C1�d t.iD l�l t..a - - �+�a rt. ca. S-P�T�G�� ES�^y�124 BY: � � Oote��/23/�D, PH.6t2-497-3566 � • � ' ✓ - 73� . . ,� c� N:�SS ' � j . ' � _ 1 O�ll S � 1F Oea j . . . ` . • � � � � • ► � . . . � -9►��- . . � . . ' , — , 3.0 �F�L�"y,,,,"� 3.� Ss' . " P�� i��w _ �ao-�� s�.�LE. o.d - , _` . . --�-_-- ` SET- 8ACK5 . �" - 9 I �� f HOUSE . '\ � . . � r System must be� , Tonk �� from property lines X - ��-��d� �,,�3��- w�o-�� -�- � 2� from wel!s � from b:dgs. _r,�,. • • �u . � Treotment oreo =�from lokes,._�streoms Treotment oreo �2� from property lines NOTE�Pnwer suppy ond switches rrxat be bcated in a -MaNNc�S w,ax.�'-t�" ,��from we!Is �. weother proof enGowre outside the pumping chomber ond.manhole . . BALCFiI.c_ �'from bidgs. - �- -, 1Q,'from trees '� +�. � SOIL BORiNG ELEVATIONS i � r _ �.. a � � w �� - � �min. . l TH�I EL.- ��; I . � • , ��.su � � � TH�2 EL.-�� • ' I Tank i '� qrode 2% _Droc to Tonk Tank �:� PRESSURE DISTRIBUTION MOUND SYSTEM TH�3�L:�''� ' � TH;'4 ,.L- . � Min. i��10 8' '�p��;�9 - TH'S E�- Mox.l��to4� �r�P T�A1.a�C.S S��A�oc�J ELEVATIOy ot PROPOSED PUMPING Chomber CHAA�BER-_ t�3_o , 4'io 6��dia.ppe �x��Ti�,.� -CaN�s _.t�A�-c. s;� �sco u r�tit t44PeovR L E� �.oc a` i�+sPcc To R • � , l,_s-o Ut�o t�r_�Nfl -TR9.+�--�l a.'7 SYSTEM DESIGN -MOUI� �-� �� .�„xp�,�.�.s�o►.1 ��R � -rc P o F �� •� sd�.(o TYPE�, � BEDROOM , A�reroQe per�colation rote •` min./inch (design.83,sq.ft 1►eatrnart aeo per qvl. of daih►sewoge flow) - b��.qol./doy x.83sq.ftlqol.�sq.ft.of freatmenl orea +10%=�sq.ff. (.= IOfi.width=��ft.lengfh of bed area+side slope run.�to I x.3�height= '-►� fi.x�ft.lawn•orea needed) � Clean rock needed- s�+� sq.ft.heatrnent oreo x �,o�' depth oF rxk=��2w.ft-t2T=��cu.yds(3/4��to 21/��dio.,indudes 2��af ivck obove p'ipe) ��Q- Cleon sand fill below rock needed.L`�.�cu.yds. app►ox. , sondy loom back fill��a.yds.op�xwc., topsoil 6��4u.yd. A��. s�a�.�,� �._�-c�a � 1 .�-► • Nunber of lonks required a , tst fonkL��.gol. ,2ndlankL2�qcl.rrwYnms P��s Pu►�+-►P�N k, c-�i�r�t;�� Co c�vc �.o �o -Co -t'oeso„Fo� �g��-u��w� sy,�s�-_rl� c��.'�t,�: Pump�g chamber copocity- 25'/0 of doily sewoqe flow ofL��qol.1S12qol+reserve staoqe ot 15 Oyz��/B�.1�2 gol.♦pipe bodc dronoge— . of 1� PROPERTY OF:n o� ��'� qol./IOOlin.ftof��dio. sipplY piPe, Iin.ftneededJ�.�� .�`,Lgcl.�moniFold�.S�qdJt00tnftof�.�d'a.pipe,fn.ftneededZ�_�gol. �oT�� L �►al,U��,.✓� , btal copxity needed2�go1.(P�us areo for pump) usE n„Y,. �oov �,1.�«,�, ' �q� �pa�� , o�o�t o t��.�. ' Distribution piPe 1`��db. ,�_I'n.ft, ��` �dio. perforotions��apart � }}�� . c o. � PumP� �—�hp. (pumpoble oopocity I 4S�,gol.4cydes/doy) u s�o o�.l � H�nc� t'QE-ss _ o�sc.N s�u�G- 4� � $-l� rL-E- .ST/l1/G / G: . .. Note� When coRs�n,c�;ng bed - , 1Ns oreo shoutl be shoped Note= Distonc.e from treotma�t aeo 10 neyhborinq v+e�ls— Oesi ned D L�°-^r-�� • . . to divert run-off from entering treatment oreo. z=��'t� '�� 1Ov � -� � 9 y• PH. 6t2-497-3566 . . � Dote��/�/�¢ , - E-l9 , . , _ MOUNU UESIGN WORKSHEET (For Flows up to 1200 gpd) , A. FLOW . � � D-7 � �`� Estimated �o c� gpd(see pages D-7 or I-3,4,5) ��»�� ,..��►�� or measured gpd. .�«. � n m a � � � �: .o. B. SEPTTC TAIVK LIQUID VOLUMES ; .'p ;; � � T �0l0 � �07 �70 a� -i c�v gallons (see pages G3 or C-5) • �� n+ �• a•�.• C-3 C. SOILS (refer to site evaluation) �tlflC TAM(CA/ACfl��,/1 OALLqq 1. Depth to restricting layer= a:�' '- �•,,_.'' inches �a � «� ..�» �...�.,�. .,»e... 2. Depth of percolation tests = 1 � lACiIES �a� �� 3. Percolation rate ati .4 mpi �«� �«: ,..� 4. Land slope � 9'0 '°"' "" "'• ...� .... ..�. D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock , layer: A x 0.83 = �ov gpd x 0.83 sq. ft./gpd = 1�� sq. ft.-} �o�o s4 7 2. Select width of rock layer(10 feet or less) = i o ft. 3. Length of rock layer= area+width= • s�� sq. ft.+ _f�ft. _��ft. Rock Bed �r.r.i r.f.r.r.f . ti ti ti�•=•ti•ti.ti•ti • • :;•ti --� ti:�f�:;f;:�ftirtiri��fYr�r�rti�� dth S10ft •r.r•r•F•i r•�•r r•S�r�r. 3 S •'r:}�i�i�r;r�i�i;r S•i:"r��i�J� E. ROCK VOLUME �-- t„�,gw 1. Multiply rock area by rock depth to get cubic feet of rock; ,;:�.2 Sq. ft. x /.n ft. =s�U cu. ft. 2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards; C7 y cu. f t. +27=_�cu. yd. 3. Muldply cubic yards by 1.4 to get weight of rock in tons; �,i cu. yd. x 1.4 ton/cu. yd. = a�tons. F. ADSORPTTON WIDTH 1. Percolation rate in top 12 inches of soil is � .� mpi E-16 2. Select allowable soil loading rate from table on page E-16; ��•+�«.+�.�waw�w.ew�w . � gpd/ft2 �..�. ....,....... nN �1 M�� 3. Calculate adsorption width ratio by dividing rock layer """" '"" """ '""" `"""'"' :�':�: :» ;» �:; �:p loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �• ;» �M :N :« ::N 1.20 gpd/ft2+_,�8Pd/ft2= � .• .« •�•• •.� ,.p •� •� •�!� �.N �.M �.N �.M Check this value on page E-16. 4. Multiply adsorpHon width ratio by rock layer width to get � required adsorption width; __ �x�ft= �. D ft . •�\. . DOWNSLOPE DIICE WIDTH ' . If landslope is 39'0 or more,subtract rock layer width from . adsorption width to obtain minimum downslope dike toe � �_ft- /L, ft=_,LQ_ft . Calculate tnound height at edge of rock layer on downslope side; � a. Defiermine depth of clean sand fill at upslope edge of rock a•r••+�•••e•.•• layer: Se�aration �_feet `� P��` �� b. MulHply rock layer width by landslope to determine drop -� , in elevation; Slope Dif jerence ..�.�.��..r. ,�o x�_°!o+ 100=_Z ft •A•�2• c. Add depth of clean sand depth of clean sand for separation at downslope edge to depth of rock layer to depth of soil backfill to get mound height at downslope edge of rock layer; �.� ft+ �. o ft+ .S" ft+ .S_ ft = 3 •7 ft d. Enter table on page E-18 with landslope and downslope dike rado. Select dike multiplier of s• 5� e. Multiply dike multiplier by downslope mound height to get downslope dike width: s's c- x z.� = a.0.G ft g. Compare the values of step G.1 and Step G.2.f. Select the greater of the two values as the downslope dike width; a � feet ��.,...�� h. Calculate upslope dike width using upslope mound height and upslope dike multiplier from page E-18; 3�° 3.� �.��x ? =�ft up.�ao.«�w i. Total mound width is the sum of upslope dike width plus °0M11'°Pi°�` ' `'' rock layer width plus downslope dike width; _�ft +�Qft+�„�ft= � �ft 3. If landslope is 2.9 percent or less,basal width includes both the upslope and downslope dike widths. a. Calculate dowmslope dike width using steps G:�.a. � through G.2.f; feet . b. Calculate upslope dike width using upslope mound height and dike multiplier from Page E-18; . x ft= ft c. Add downslope dike width to upslope dike width to rock layer width ft+ ft+ ft= ft � E-18 �� :� s� kt �:t a:� �:� s:� �.� �a �1 s 0� 7.0 �A 6A fA 7A �A lA SD iA fA �A t �A! �.17 5�6 �3! 7S1 2.91 �ls �.76 5.66 iS1 fA1 ' i �ar ��s s� �.a u� i.o aao �s� s3s �.0 s.ro a a�o �sr s.M �� .K t�s �s� ��s s.os s.r �,as � ��t �n c�s �,o rst i.�e a�s �a� �.K s,�c �,o� s as� sao ��sr �s> >o.r� ts� aa� �Ao �.a sa� s.� � asc s�s �.0 �ae ��.o� ss� a� us u� �.n aa� � a�o asf �.a �ox �a.n :.�e �.0 a�o �z+ ��o a.» e a.+s s.ee �ao ns� �s.�� i� ��m as� �.a� ur w • �.0 i.�s +a �a,o� �an � �.w a�s �.+o ��o �ss io �.t� �a �o.o �sm n.0 � � �� .� �.0 ��t � » �u �a� na> »ss �o.0 t�c z.» a.n �s> >as � � � uo � ,a a � • 1. Select nuntber of perforated laterals � 2 Select perforation spacing �`�, 3. Since perforations should not be placed closes thart 1 ft to the edge oE the rock layer(see p. E-14),subtract 2 h. froat the rodc layer length. � � ��•2ft = S� h. � 4. Determine the number of spaces between perforations, Divide the le�gth above by per�oration spacing and round E-17a � down to nearest whole nunlber. ► , LenBth Perf. sPacinB '_`L ft+ � � �m.a�.ee m+a+.�► � {t. : �gpa�g 7/32 1/4 ' (3) (2) �� as6� 014 �. 5. Number of perforations is equal to one plus the number of � � a perforation spaces . a�.o °o.��e i'ie � 1.13 1.�7 �`SPaG�S + 1 =,��prdt10I1S�idt2231 aU�s�lA foot d 1�ta��s. btJM 2.01Mt d hrd lar o11Nr�aWhha�aib 6. Multiply perforations per lateral by number of laterals to ' get total number of perforations. � E-176 �� rrr�.�.rr.r..r .�.�.r..�r.�..�. la�l a X p�ls/1a�ed'=�?p�Or3t10I1S. �1 y ,.��j° � .^,� �•• •••� �r.� 1 u�eh 7. Determine =equired flow rate by multiplying ' a i3 i� i6 number of perforations by flow per perforation � a o ii is 2u,3 (see page E-1� s.o ta ia 2z � X � _ `� a. gpm. .� E-15 � •�w��r r�w�e��ww� 8. If laterals are connected to header pipe as shown on page E- 15,select minimum required lateral diameter froat table on page E-17; enter table with perforation spaang and nuatber � �,•� � - of perforations per lateraL Select atininlum dianteter for �� perforated lateral=_inches. E-12 r-s..�-�- 9. If perforated lateral system is attached to manifold pipe near �""" the center, as on page E-12, perforated lateral length and � � �'''�� number of perforations per lateral will be approximately one ''°°"`""' � ` • �..�s half of that in step 8. Using these values, select aunimum -- �diameter for perforated lateral from page E-17 as �� ,� �"- � inches. M • ' � •\ ��SEL-ECiTON PR�CEDt�E , a Determine pamp npadtp: t. Minimum suggested is 600 gallons pe:hovr(10 gpm)bo stay ahead oE ' watet t�se rate. 2. Maxinnun sug�;es�ed for ddivery e�a drop box oE a hoene sysdem is 2,700 gallons per ho�a t4s g�pm)to peevent baild-up oE pee�s�u+e in drop box. 3. U�e vatue froa�de�ign of pnessure distiibudon systea�. SELECTL=D PUII�CAPAQTY�apm p�� B.Dehaadne head seqniremml� . Pbi�e[Diseh� l. Elevado�n�betvree�puasp and point oE diul�arge. �"�r"_ �� F1�►�daa Dl�es Z If pumpirg to a peess�u+e di�'butlon sy�,uid live feet for pre�utre a,?.. .n tequired at aunifoid �� Rlab 3. Frktlon loss � � i�r.:�:�.r�� a. F.nter fricdon loa�tabk with apRn and pipe dis�neeer. Read frlctlOn lo�in feet per 100 feet f!'ont page F-18. l0 0.69 0.20• F.L� a. fti/100 k of 12 0.96 0.� -�-�-� �� . •14 1.ZS 0.35 , ' b. Determine total plpe let�gth Et�oet pa�np to d�sctttarge 16 1.63 0.4s point Add?S peraent to ptpe lee►gth for fltdng , la 203 0.60 ��y�� 20 Z4� 0.73 0.11 � ��t�� 2S 3.)3 1.11 0.16 lengd►-1.2s timd ptpe krgth• 3o s.23 l.ss o.z3 '►q=x 1.25�• ��ri`_Eeet c. Calcniate totai fricti�on loss by inuttiptyirg ,i�s ii.� 3t.?�.� o a h r i c d o a l a�in h/1 0 0 R b y e q u i v a len t p ipe lengt h. SO 3.99 O.SB Total friction loas• �;_x -%. .=100=_�_feet SS � 4.76 0.70 . 4. Total lusd required i�the suu�of devadon diEfere�ce, � � 6 0 s.6 o O.E 2 • special head requir�e�b,and total frictlan lo�s. � _�..+=+�_ � ti) W (3v TOTAL HEAD � �feet . G Pnmp selecdon D-7 1. A pump must be edecbed to deliver at least �� gpm (Step A)with at lesst �„L ket of total hmd(Step B). Q^"M*m �� M�a+on. �a on� w�oe Tr.s a. �ts�eeras t a � Q D. Total Pnmpont Volnme ' s � � �� 1. To maxinuu pump itfe xlect sua+p s�ze for 4 to 5 pump operadors per day. . : � � _� .;� -�.-SPd+4= I s �� gallon�per dose s �o ,eo �. .��, 2. Calcvlate drainbacic i �o'o � a� � 1. Determine total pipe ltngth, ' ^ feet. • �mo rr� .o� e.w,,.,, 2. Determine liquid wlume of pipe,��,gallon�per 100 feet. (xe page R18) F•18a 3. Multiply length by whm�e: Drainback quantlty� � f Ga�em 10o tee� � � Eeet x�_gallans/100 f��8allon�• 4 •Suggaced drainbaek quanHty is 10 perce�t oE pua�ped qwaHty. A larger dr,inback 1.25 7.7•� percanage wiil d�pump seadon effldenry�lightly but pumping�nvgy cosb are usually a reiatively small part of the total houxhold energy coses. 1.5 1�.s8 2 17.43 3. Total pump out wlume equais dose volume+dniaback Z,� 24 87 �gallons per aose+ � '- gallons s I � 4 Total Gallons 3 38.4 4 66.1 • L-13 , . CEa�ICIC�\TION # 00627 Lor,s of Soi1 Borinqs � Location or Project non Scott, Lot5,B1k. 1,Longview East parcel , Orono IIorings made by�s_tinQ, Inc. Steve Schirmers ` Date 4-6-90 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Aug�r used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number ' 1 Depth, Boring number 2 in in feet Surface elevation 9�• 0 feet Surface elevation 89"8 0 - .. Topsoil dark brown loam � Topsoil dark brown loam 0 - 10" 0 - 10" 1 � 1 - � Brown clay loam Brown clay loam 10" -1 ' lU"-MOTTLING 2 - • 2 _ 10" - 2' -MOTTLING Rusty olive brown Rusty olive brown clay loam clay loam ' , 2� - 2 � 8" 1' 10" - 2 ' 10" 3 - 3 _ ' Rusty olive brown � 4 _ Rusty olive brown • loam �loam 4 5 - � 5 - 2' 8" - 5-1/2 ' 6 - � �2 � 10�� - 6 � 6 _ HIT ROCK 7 - ' 7 - 8 - . g .;a F,nd of boring at � 6 � feet. End of boring at 5-1/2 ' feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, , hours •after boring. hours after borinq. Not present in hole X Not present in hole X . . ' Mottled so.il : � Mottled soil : 1' 10" ' 2 � Observed at f.Pet of depth. . Observed at feet of depth. Not present in hole � . Not present in hole . Comments : � Comments : L-13 , . CERT.IFSCATI0�1 # 00627 Logs of Soil Borinqs � Location or Project Don Scott. LotS.Blk.1 Lonqview Eas� Parcel , Orono IIorings made by ,-P TestinQ, Inc. Steve Schirmers Date 4-6-90 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Aug�r used (check two) : Hand X , or Power , Flight , or Bucket X - Depth, IIoring number � 3 Depth, Boring number in � in feet Surface elevation 92.6 feet Surface elevation ' � Topso dark brown oam � - 0 - 8" 1 " 1 - ' Brown clay loam 2 - ' ' 2 - 8" - 2' 8" � . 3 _ 2-1/2 '-MOTTLING Rust�ia�l�oa ro rL3 _ 2 ' 8" - 3 ' 2" 4 Rusty olive brown 4 - loam 5 - � 5 - 3 � 2�� _ 6 � . 6 - 6 - 7 - 7 - 8 ' 8 =" End of boring at � 6 ' feet. End of boring at feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, , hours •after boring. hours after borinq. Not present in hole X Not present in hole . Mottled so.il : � Mottled soil : Observed at 2-1�2� Observed at feet of de th. f.eet of depth. • p Not present in hole � . Not present in hole . Comments: � Comments: CERT.�00627 ' .......-.._..... . PERCOLATION TEST DATA SHEET R Percolationtestreadin smadeb S—P Testing, Inc. � 4-7-90 11:50 a.m 8 Y on starting a� p.m.' Lot5,B1k.1,Longview, Ea�� ar�el 1«�� 4-6-90 Test hole locatio� , ol�num r �Date hole was pne�� • , Depth of hole bottom 18 inches,Diameter of holp 6 �nches Soil data from test hole: ' Depth,inches Soil texture 0 — 10" Topsoil dark brown loam 10" — 18" Brown clay loam Method of scratching sidewall K n i f e , 2 Depth of gravel in bottom of hole inches � �Y�, Date and hour of initial water fillin 4—6—9 0 1��0� g , pt o �nitial water filling 12 inches above hole bottom . Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automa t ic s iphon ,Maximum water depth above hole bottom during tes� 6 �nchea Time Percolation Time interval, Measurement, Drop in water rate. Remarka � ' minutes inches level�inches minutes per inch 11: 40 prefill 6 11: 50 12: 20 " 3/4 40.0 30 min 12 : 3 9 1:0 9 " �� ''' �� n 1 : 10 1: 40 " " �� o n Percoladon rate = 4 0.0 „,;nutes per inch. CERT.�00627 � , �� . PERCOLATION TEST DATA SHEET Percolation test readings made by S— m a i ng, T nc. o„ 4—7—9 0 starting a� 11:51 P,: re�� Testholelocatio�Lot5,B1k. 1,Longview,East�.�� 2 ,Dateholewaspre;+g++r� 4-6-90 . . Depth of hole botto�++ 18 inches,Diameter of hole 6 �nches Soil data from test hole: Depth,inches Soil texture 0 — 10" Topsoil dark brown loam 10" — 18" Brown clay loam � Method of scratching sidewal� Kni f e � Depth of gravel in bottom of hole 2 inches .,�...,,.�- 4-6-90 11:OOam 12 . Date and ho.ur of initial water filling ,Depth of initial water filliqg inches above hole boKom � . Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon �Maximum water depth above hole bottom during tes� 6 �nches - Time Percolation Time interval, Measurement� Drop in water rate� Remarics ' minutes inches level,inches minutes per inch 11: 40 prefill 6 11: 51 12: 21 " 1-1/2 20.0 30 min 12: 38 1:08 " " :� " " " 1: 11 1: 41 " " " " " , , i 'I ..... . i Percolation rate = 2�•� �+inutes per inch. CERT.�00627 , .,..�-.._.�. A . PERCOLATION TEST DATA SHEET a.m: Percolation test readings made by �—p mA c t i n q, T n r�_ pn d—7—9 n �tarting a� � � -S� p. reok� Test hole location Lot 5,A 1 k. 1,Longview.Eas�t�.�� 3 ,Date hole was preparrli 4-6-9 0 Depth of hole botto�*+ 18 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 8" Topsoil dark brown loam 8" — 18" Brown clay loam i Method of scratching sidewall Kn i f e ` Depth of gravel in bottom of hole 2 inches ,�,,,,,,, 4-6-90 11:OOam 12 . Date and ho.ur of initial water�Iling ,Depth of initial water Pilling �nches above hole bottom • ;.. Automatic siphon Method used to maintain at least 12 inches of water depth in hole for at least 4 hours ,Maximum water depth above hole bottom during tes� 6 �nches Time Percolation Time interval, Measurement, Drop in water rate, Remarka ' minutes inches level,inches minutes per inch 11:40 refill 6 . 11 : 52 12: 22 " 2-1/4 13. 3 30 min :. 12:37 1: 07 " " " " " 1: 12 1: 42 " " " " n ,. ..., Percolation rate = 13 .3 �+inutes per inch. �ER�=oRaTEo �,,..,_. ' LATERALS . "_`y��.� • ��1�.,�� =�% -..�M��lT.�GT'1N.. _�. �f'. SANDY LOQM S01L ' /:. '� �Y'. _ .�. : � -�. � ' �' ' �� : i. ./ �,' �i /�,�,►'� ' i. �.�' ':'`f:`.` / �• '� �� y/� �.;:i: � / .. . LAYER OF STRAW OR � ' �� . 1� 1/ )/��. :�- � � � % � MARSH HAY COVERED `� �+:� � ;`�� ,�"� /, � ? ' WITH RED ROSIN PAPER �- ' :j .%� �"�' - •�,� ;' ;. '• ' /'�/ .� � J . .•: � ;��,�„�j � � � � �l2 OR 2" .Y-_..:�: .i. %' . ' / ' % P!PE �f�'$iVI P� �`:�•�;. !/ �'.,� �� %� �� / .u/�� / ii y`J y/: r� ' ' , I� /�, � . . �' /,/y� II � �� , ,v .' �r a -� 3� N— 2 �� N . !-��'. �� ,.��' / _'-' .''�� ` � . .,� ��. ,i CLEAN F�OCK ,�� ;�,;,, ��' � • DIVERSION FOR . . . �• ,��/"! ;.;�� '�''� "��' SURFACE WATER �' TOP S01 L � __ �� f . ' i� -�"-� = -w,>�'� ' i � i. sE�c'r as �A srrE as � Foa T►+e Ma�o. � �� .j,/ ,��"/� 2 REMOvE D(CE55 VEffTAT10N.PIOr►:OISK OR tbING BAICKNOE RA�R TEETM. rc�" � . �,hIEN Tf1E SURFI� SOIL 6 N�5 DfFP. DO TMIS ONLY IF TE MOISTURE �� COPfTENT IS L.E55 ThY1N 7HE PLASfIC UMIIT I�IL IS PIAa'"'�IC IF IT CAN �ROLLED �. .^ �•^'' • �,� , � INTO /1N '�b M'KM WNiE).00 NOT REMO'VE ANY OF TF£SURPA� SOIL. MOW�D .�� - r ��,j�� //�., � PERFORIMMCE ON CLAY 501L OEPENDS ON ME CARE TID PR�VENT�OM�O� �� 'y�:: �r�,-.,/ / , � ANO PUDOLING OF 11E CLAY OURING Cbf�C N�N.00 N(fT l6E�EMEINY ��C .� i ION EDUIPMENT AND DO N6T OD�6TRUL'T 7fE MOUND YVMEN TiE CLAY SOIL IS �� -a �• :•••. ' :�7'r „✓r " / y�j : /'� ' W A PlASTIC �1�IT10N. •�-_>. �"^1 S ��i!'�� i f� , � �-3. U5E ONLY 7RAGK-TYPE BDUIPMFT�T �OR C�TRUC�ING T1E MD�M�ID 50 AS NGT ��s'.: . `- �i y�' �� j. �� `--� �. .;�� p �MPKT T1iE ORIGMiAL SOIL. �' ��s' , � �VI �( ,� 4. TF�IDiE MUST � AT LEAST 2 fEET OF WITURAL OR FILL SOIL MAVtNG A PER�LA- � ' � i.-- � �"`� I / T10N RATE NO SLOwER TIMN 120 MINUTES PER INf}I 1W0 NO FASTER TWW S — . .. �'�_� ,' �`'�;'�: �'• • .t%:`'; MINUTES PER INCM.BEfOfiE PLACING T!�L.AYER OF CL.EAN SAHD. .� .� _. , Vr.�J�`. . � ` �•� I t]�1 _ � I:s,- `. .t� 1."�•:y'' S. TNE 12 INCM LAYER OF G.EIW SMf' IS PART O F T I$M Q U P�C O P 6 7 R l K T�O N.S 1 P D � �� (� •�� . � � _.J •C . .• . '•_`' ''.��"�• ,•`%�L'` IS GONSIDERm C1.EAN IF IT G4N Fl� TME'�RUIT.14R TFSf fOR �NCREfE S�It� C `O �.`� t. _ �:.. . . ' ;.,� • •� rr�••;, LpYEp OF T}� R00( BED �ST EE v -� �''='' �.+.�,' :t�. ' AND T11E T�P L� .. •:,. 6 ThIE TOP OF TNE CL.EAN 51J�ID Sq qN pE . ._ . _ �. -i� ,. �,,.';-:_::�,:�.': �� . �� '.:i�";;:••...':.'' � DISTRIBIlTION PIPES ARE I� WCH DIAMETER SPKED 40 INCHES �PI�P'ES�MONE (V� F�` Spp . =`� 36 �>�".�'.�r:�::;.,_;��:.� .. ,-�►�°M"PE�°o��e��'��'f�°`�W�. -� �.,..:..�:..-:�::. t� � B �AYc �' - �• ,.. . '• .� �A NEM� DRILL BIT TJ ROKEN CR ' Y - . , :�'a `�-� �"�'•'-:B. WINE INCMES OF ROCK ARE PLACm UNOER THE PERFORATED LATERALS ANO 2 INCME$ pgpyE fpR A TOTAL ROCK UEPTM OF 12 INCH6. UP :^., • ��9. TME ROCK IS FIRST COVERED WITM A LAYER OF HAY OR STRAW wMICH b 1}IEN .��:s-�_. �VERED WITH A LAYER OF RED ROSIN A4PER LAF�m 6 INCMFS AT T?E SEAMS. . B NaEu �q _ . ': _ . - t0.�L�EA5T�6 MC►16 OF LOAMti' SAND SHOUlO BE PLACFD OVER TT� 70V OF'ME ARRI RR �AY�� I I. TFI�AT A t�tAS�'.+��eE S�Aw�mP"'�� o'� T►+e o�roa� ►�ouNo so E�IZ pg�pV�Th1E ROO( LA�YERR 50 TMAT � RAIN W LLERUN �,�ThIE MOUND 13. SIOE SLOPES OF TME DIKES SMOULD � NO STEEPER THAN 4�1 ON CL4Y SOILS � ANO 3�1 ON SANOY S�i�S. M: .OF�EN�ON Tt1E AMO�WL OF.QAtLY • - I. � I5. MAXItitUM EFFLUFM DOSE PER PUMP C�CLE �� MORE TME TABLE .. v4LUE5. 16. MINIMUM PUMP�NG RATE IS SMOWN Rd TABLE. PUMPING MEAD MllST BE FOR PE�ORAT D�LA�TERqI�ATION OIFfERENCE. FRICTION tD55 PLt15 5 fEET , , . , . . • E-4 - L�1YER OF GEOTEXTILE LOAMY SAND CAP FAE3RIC , PERFORATED LATERAL CRASS COVE4 6 INCHES CLEAN SAND F{LL , . TOPSOIL �, ..�_ ._.: MAXIMUM SLOPE —�-- . � o . 3TOi �k ' TOPSOIL �� . 3� CLEAN ROCK 4" . � . PLOWE� OR a TO 2 /2 INCHES �� SLOPE D�SKED SURFACE , ,i`�'j; � SUBSOIL . y CROSS SECTION A - A � : PIPE FROM PUMPING CHAMBER \ � , � �. W � ' ' q x . : o • —; � . . r-,- - ,-� . � � � � � ' ' ' I �PER�ORATED ' ' ' �� LATERALS i � � I • � ' ' ' I � , . , � � � i ' � I p _._• I � ' � I . i � � I � ; _ 3ED AREA I � ; �, � ' � ' � --- � I Z . �---- W � ~ I J � �. I � � � -- Lp� �' i i � 1� � ' �� • � � � � i w ' A I � w � W ' m ' �•. ' = i = ' I - - - I � u � V � � _ I i Z � ? � , . � 20 � � o � o � � 20 � INCHES I � ��a' , INCHES _. � � , • � ► � _ I , � � I , , � � � � . ' . �'— _ — '_� . - _. DIKE "I" �0 FEET_�_DIKE — MAX. TOTAL WIDTH , ,' \ � . . . . . . � . . . • � •r � • ' � � , � � � � � '�� PLAN VI EW - LAYOUT- OF FERF-Gf�ATED PIF=E L./'yTCF:I'�LS F4i� . PRESSURE DISTRI[3UTIG:�J ItJ t��0UP1D ' . . - - � FERi ORl.;Ti� FL�:S t IC PIPE _ �/� �' Cl/,16 - . �- FEF;FOR:+;Of�S SF,�CE� .'�0" GR 36" �/ ��G�til $F� �f �rJ GFJ CC(J i CR. (=Ei�fORATIUrJ P��CfG �'i C�'J CR E/F.'�'i 6E 3/;E; ��2, �6'' % � �, _� � q , - ' �.•��:IFCL� PIPE PEf�FC�l�TIGfdS OfJ 60TTGt�A CF � `"�`'� ? >_ �.. Fl_�STiC PIFt `�\ \4�� \� — — \ — —_� (ALTERNATE LOCATI ON :' -R OF PIPE� FROM PUMP) � E(JD CAP 40�\ rEr�� `�, L� � ,�i G� PIPE FROM `�' � �E�4FCr PUMPING CHAMBER hrGtN pF �E _ ,. , = t� � � . E�iD PERFORAT ION �F A P�f��ORAT�f� LA��RAL . �-- Grass Co�er � � _ . _ . . . - . - Topsc i l . , . . � � . . . _ �:C. .G'. .�.• , . . • • , •c. . • . • • • - . . . , � 'C.= ��• . , :: • G•: • . ' . . . . . _ � �:`:��. ..� - . - � - � � _ - . . -`��- �� (�ayer of Geotextile ra�ric Cor {a��er �� : . Laamy Sc�nd Layer �� ;`� of hay or straw covered wifh red .��:� :.�..:� .�. . � �� rosi n aper), . . ��:� . �� . . � . �.. .� - �f<: �� . ' ��=�-�-��.---�'�-�-� . �. .c.�• . . . c.. L`�'��c�C ��c• erfor ted La eral � �� — Perfor`ation Drilled Horizontally �<< �� - �� .�.<<<<.�. �. << <<� �� -<<� � t(1t0 Cdp (�ear Top `: . <<. - �� . � �o� <«3/4��. Plus � �,<<. At Least 12�� to Edge ��L�Drain Fieid Rock4�� . _ �. ��<<.<<<. : . of Rock Layer :�t�. . .. � : : : . � : .� � . . �. � • . . . . . . .. . � . . . .. . �. . . � . . � �� Perforotions� Located at �-� �� = Bottom of Laterai � . � :. Clean Sand Layer � . Original Soii Properly Scarified ~ r . 6efore Piacing Sand Ldyer : � ! � . � " � �2EDWOOD, CEDAR OR �- WATER T1GHT 8c LOCKABLE ELECTRIC BOX TREATED POST (4 x 4 min) . PLUGS OR ELECTRIC CONNECTIONS NSIDE BOX�C CONNECTIONS Ml�DE 2u PVC CGNDUi�f SCHEDULE 80 -f--- � MANHOLE COVER CHAltvEO 8� LOCKED 6°SP/�CE SE�T EM NT�R COkD FCR � � - - . . . . . _ . . . . � SEAt_ED MANHOLE R I NGS _ _ _ , , FI NAL GRADE , - � �,� � - ' AT LEnST I 2�� ''''�'�� , � UNION - . B�W �RADE � - r `'VI RE FROM POWER SUPPLY . -�- � � . ' � PIPE IS LAID ON A UNIFORM SLOPE FROM � ' . FUMP STi4TI0N UP TO SOIL TREATt�IENT AREA � F� _ _ FOR PROPER DRAINBACK SEALED TQNK COVER �— iF PIPE AT TANK MUST BE LOWER THAN UNION TO GET ELE��ATION FOR DRAINBACK, PLASTIC ROPE OR CHAlN A �/4 f NCH WEEP HOLE MUST BE USED . WITH ANCHOR ALARM FLOAT ON SEPARATE WEEP HOLE ELECTRICAL CIRCUIT � NOTES� ELECTRICAL WIRE FROM POWER SUPPLY START LEVEL � _ MUST NOT RUN OVER �ANY TANKS BUT J'� MUST BE LAI� BESIDE- OTHER TANKS 3"� �� AND MUST BE .PLACED IN CONDUIT ALONG POST � � . � SHUT-OFF LEVEL� ELECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH PUMP CONTROL FLOAt CONTACT W�RES CANNOT HAVE GROUND ��J °� : -a . � � I � ' ; . ,`. . � , . �� '� I� ��- PENCIL � � . . . - - . _ . . � � MARKS � �- � ... �� - � � �� .�: +. . - :.�;. =;;t• • ...,. :a' :.. ,y .•. ��,•' . ' ♦. r%•:.. .�:�:`�.:. .. ;s"�- .� '��; 6M / -�� .,t:, • i� �,�..'t - . - - • a • . ,; ,'' ' .--:.',,:: � � '' • • 20 �j �'� - �'�� y/ . ,..�� MANHOLE .. � `�� , . / � i `Y/ �' ;:t.: -• f. :,.•• . . i� :� . . i` :. � . . lNLET '-�=.� _s -�;�..�s: �� .: " { .��` SCUM �_•. _�_ :;� �i OUTLET �' -- '- •' ` :� ' . � • � �' _. �_.�. � '=��t�OUTLET LEVEL :;;�� 1�� ;; :'. �'i � : � _ • r � ,� ��•. �i • . �.� . � .:.�= � l: —_. -- — ` •�� ':; . _ �I �� '�' __— SCUM CLEAR SPACE_ �' ;; CLEAN OUT TANK WHEN� ,;: — - . -- _.. �=-�-'-`_ - :. 'A' i S 3" OR LESS OR -- — —- — �; � "8" IS 12" OR LESS . _ _ _ .;: B �i -- _ -- _ -_ _ —- — � � , � ;;-- . - : . ' - . • . : - . . - .. �i .,,: . . . . • . . :� . • • -: C LOR �'/ �'• '.: '� ' � " ' � D ST(NGU SHES SLUDGE ;�r,:;;:: ;; • SLUDGE .. �`". LAYER FROM LIQUID f:. �~�,•'. ;•; .t.'::, � - • • . -� � • . .. :%:� �� i�:s.'t.• ':•:�.:• ''• � .•,>;(t�' . :�;�. ' •.� -i:: ::Y: n � • r '�/ � j MEASURE SCUM AND SLUDGE ACCUMULATIONS ' I N THE SEPTtC TANK . 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