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Home My WebLink AboutSeptic info including 1997 design SEPTIC SYSTEM INVENTORY site Address: 120 Golden View Dr PID 33-118-23-43-0024 Owner Name: Devon 8� Margaret Carlson Owner Address: 120 Golden View Dr Long Lake MN 55356- BuildinqTvpe: residence Installer: Nordberg Date of Permit: 10/17/2013 Svstem Tvpe: mound BR's Designed for 4 In Musa?: No Shoreland?: No SEPTIC TANKS: Material: precast concrete Capacitv: 1000, 1000, 1000 Tank Filter: DRAINFIELD: Treatment Area: 500 Soil Boring: yes DF Ht above Wt: 3 WELL DATA Setbacks -Well Tanks: 50 Well DF: 75 Report In File: Depth: 168 INSPECTION RECORDS PUMPOUT RECORDS Date Notes Date GallonsOfLiquid ', 10/17/2013 New mound system installation ' 10/17/2013 0 �� 6/1/2007 OK ', 7/6/2011 2000 8/14/2003 no surfacing,fill in over trenches ' 6/3/2009 2000 7/30/2001 no surfacing,need soil over trenches ' 12/10/2003 2000 � ; _ _ - --_ _ I, 11/19/1999 no surfacing �' S/1/1996 no surfacing-pump tanks I 5/20/1993 no surfacing-pump tanks 7/25/1991 risers added-pump tanks I� 7/19/1990 no surfacing-need risers 10/28/1987 installation ::ECElVED � �TNIVERSITY �Sl"P As-Built Form NOV 0 4 2013�� .....�� OF MINNESOTA � -�' -- A CITY OF ORO�JO � �-�..., :.�...� : � Ownet: ��c�i^,1^. -f-�:::1'• s��;�. Parcel Number: �_ ' �,� � ::� Street/City/Zip Code: ��` ��c�:�t t 1�� ,+ �� l��'� ��i ��;',� -,n �_t-,2«1t+.a�3.� `ti (��n�;n's� �-J _� Lo� Section: Township: N Range: W Installation Date: �:.fi /(: fi;, ��; installer: �Jr<<'��Y.� LicenseNumber: l� l 1 :� � Is the systerr�in Shoreland,serving a MDH facility or in a Wellhead Protection area?❑ YES � NO Number of 8edrooms/Flow Rate:�!�,? � '-r C��fF':��;^^ #/gpd Sepfic Tanks,No&Sae: � {r�'�`� #/gai Pump Tank Size: r��`�' �ai Tank Manufacturer: ��'�r�.� �� Modei# Dabe of Manufacture: '�'r�'> Maximum 8uriai Depth: �"' ' . Pump Size: '�? hp gpm ft of TDH �iaats property set?I& YES 0 NO Saii Treatment Area: 0 TYPE I 0 TYPE ll ❑ TYPE Ili O TYPE iV 0 IYPE V 0 TRENCH ❑ BED � MOUND O� AT GRADE❑ WARRANTIED 0 QTHER: Limit�ng Layer/Depth: " Rockbed Size: '� � ;� �' Oescribe: Depth from SurFace: " Adsorpfion width: �' '�' � Rock or Stat depth: " Sand depth: � ` � �� (under mound) Diameter of Gravelless: Trench Width: ft Bott�m Square feet Area: ftz Design Variances: Site Drawin : Nort Items te be Idenfifi�cl: 1. Septic,holding and pump ,-----, #ar�ks,A;Pin�,and saii system ` � configuration.labet bed or ``•,-�.�- ` ��r�� ,_ `�� trench width and fength or � rockbed size,absorption width _---_.• �,t, ` and final dimensions. Indicate � , `I�.•-}� ( V ) {,1�—.. ��, alarm location. ;"��'` i�"' ��_.� � 2. Show alt setbacks from tank { and sal system � � � a.Property boundries _ 1�'�ti� b.Buildings _ 7 �ar�n c� c.We{Is ✓,,Pt-.`itl'��; � , d.Water bodies , =� e.Road right-af-way , � � �� 3. Improvements-present and o �, future. � ' '� �� 4. Berxhmarlc location and a - distance of tank and soil system � from benchmark � c� 5. Replacement site � 6. Abandoned system � Reverse Side � � O� O ,,� O CITY OF ORONO ��. � � Municipal Offices v�, ;�'�' �, Street Address Mailing Address: � �j�' 2750 Kelley Parkway P.O. Box 66 '�9 4i Orono, MN 55356 Crystal Bay, MN 55323-0066 kESH�� To: The Current Owner of Address 120 GOLDEN VIEW DR 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 954-249-4626 within 10 days of receipt of this notice. The septic system must be brought into compliance within 90 days. Failure to do so will result in referral to the City Attorney for legal action. System Identified as Non-Compliant Yes No If yes, system must be brought into compliance by: December 31, 2007 December 31, 2010 Other Septic Tank(s) Pum ut Needed Yes No The city recommends the septic tank(s) and/or lift tank be serviced and pumped out every three (3) years. City records indicate the tank(s) were last pumped out on__ / �-/�-0.3 The tank(s) should be cleaned through the manhole and not through the inspection pipes, this allows for proper cleaning. Comments: � Ins ector� w ��'� �� Date of Ins ection: � �O p p � Telephone (952) 249-4600 • Fax (952) 249-4616 www.ci.orono.mn.us , � °� ,� ( � C I�'Y of ORONO ,/ro , o {I a _ I��.] � �t;'�Jr'�5.: ; y�y I \T7 ,��. �1G ,t� �,-`.,�� J, Municipal Offices � �i� ',r��ti� r� � �r.��'..� G�';' 0 ,,., ,� , F r.i� -j+ ,� , Street Address: qSa—a4q"y6 � Mailing pddress: `':�`41�E$Kpg',;;' 2750 Keiley Parkway P.O. Boz 66 ��—�'" Orono, MN 55356 Crystal Bay, MN 55323-0066 To Current Owner: Address: /��r' ��' �'�'{-� �.�. �-' ��' City Ordinance 199 requires that each existin�on-site sewage treatment system in Orono be inspected every rivo years. The on-site sewage treatment system at the above address has been inspected and appears to fail into the categories checked below. SYSTEM CONFORMITY (1-31: , 1 "CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An ISTS which does no[meet all the]ocation,design and construction standards of the current Orono Municipal Code but does meet the three foot sepazation requirement or two foot requirement for systems installed 1996 or earlier,and which is not failing or an imminent threat to public health or safety. 3 "NON-CO.�IPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-yeaz flood plain,any ISTS which may or may not meet all the location,design,or construction stan�ards 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. TANIC COIv'DITION(5-7): � Tank inspection indicates: � Pumpout not needed at this time. 6 Septic tanl:s must be pumped out this year (city code recommends tanks to be pumped out once every 3 years. Tank was last pumped )• Mal:e sure septic tanks are pumped throu�h manhole and not through white inspection pipes. TG�is allows for the proper cleaninQ I�eep water softner and iron filter discharQe out of septic sVstem to prolona life of drainfield. Ask pumper to test alarm float to verifv alarm is still workin�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. DRAII`TFIELD CONDITION(8-10): ,�9 8 Drainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector � immediately.Repairs must be completed within 90 days. ; ! CONII��IENTS: �. � — i�_ �-,�r-- �� Date of Inspection Septic System Inspector � °� o _ o �=� � � CITY of ORONO �, ',��`��'r.��' � � - �z. ,� �`�.,''��,i;.�' ��C, Municipal O�ces ��,�f�'��;?�^I��."��' Street Address: Mailing Address: 'qI�E$Kp�' , 2150 Kelley Parkway P.O. Boz 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 To Current Owner: Address: ��-�� Go I c�t� V;e,.,, ��' 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. YSTEM CONFORMITY 1-3 : � 1 "CODE SYSTEM" An ISTS which meets ail the location,design and construction standazds of the current Orono Municipal Code. 2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal Code but does meet the three foot sepazation requirement or two foot requirement for systems installed 1996 or eazlier,and which is not faili�g or an imminent threat to public health or safety. 3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may or may not meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason; and any ISTS with less than three feet oFunsaturated soil or sand between the disVibution device and the limiting soil characteristics. TANK CONDITION(5-7): S Tank inspection indicates: � Pumpout not needed at this tune. 6 Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years. Tank was last putnped �c�—�� 'U� ). Make sure seatic tanks are aumned through manhole and not through white inspection nines. This allows for the groper cleaninQ. Keep water softner and iron filter discharge out of septic svstem. 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. D$�INFIELD CONDITION(8-10): �' �Dramfield is dry,no surfacing evident. 9 Sorne evidence of surfacing,not critical yet. 10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. COMMENTS: S��°�•;^�.�\v ��c��C� ��_ ��-`� Sc �I Gti'�,^ ) v•.. Sp�j��.S � ,� '�-(��:,��5 , � ' ��—�� "`�� d� Date of Inspection Matt Bolterman - Septic System Inspector Note: In the eve�t that this inspection report is used to satisfy the requirements for a mortgage or other Vansfer of property,be advised that this report does not guarantee or certify that an existing system wiil continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. Telephone(952)249-4600 • Fax(952) 249-4616 www.ci.orono.mn.us . �' �1V' . . � . Or O - � ��'�-�. CITY of O]l�0 � � NU ,.. � �'`��,�? � ;L�� f`�`' ' •y�, .. Manicipal Of�ices � ■ �1 �1A . .. . 'YI h:��••• `1 ,Z �c:,•i�°t�i'��"YG Street Address: . � . g Mailing Address: �E`SI;� 2750 Kelley Parkway � P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-Q066 �e1' �� \A"��n . - Address: �� 6oldc� v�,e�,,, dr. . Ciry Ordinance 199 requires that each existing on-site sewage treatment rystem in Orono be inspected every two years. The on-site setvage treatment system at the above address has been inspected and appears to fall into the categories checked belo�v. SYSTEM CONFORMTTY (1-31: � ' � "CODE SYSTEM" An ISTS which meeu ail the locatiaq daign and coastruction staadards ofthe cvirent Orono hfunicipal Code. 2 "C01�LIANf SYSTEM" An LSZ'S which doa not meet all the Iocation,daiga and coashvction siandards of the eurre�Orono Municipal Codr but does meet the three foot separation requircmeat,and which u not failing or aa immiae�threai te public heaIth or saf�ty. 3 "NON-COMPLIANT SYSTEM" A prvhi'bited ISTS;an ISTS located within a designated 100-year flood plain,aay ISTS whicfi may or may not maet all the lacatioq drsign,or caastructiun standards of the eurrent pcono blunicipal Coda aad which u fa�ing far aay reazoq aad any ISTS with las than three fed of uruaturated soil or sand betweea the distn'bution device and the limiting�oil characceristics, TANK CONDITION(5-101: 6 . � � •• � Tank inspec[ion indicates: .. • J Pumpout not needcd at this time. � Tank must be pumped out this year (city code reqvires tanlcs to be pumped out every 3 years. Tank w�s last pusnptd V��o w n � 7 Solids savmu(ation in tsnks u at a critical a critical LavaL Tanks should be pumped out as soon a�s possibla. 8 System u d'ucharging to tha surface. Tanks must be pumped out withia 48 houts to eliminate�urface d'uchatge, 9 Irupe�-tian ciurs missing-tankc could not be irupected Inspeciion risen(4"dib pipe)must ba installed in each tank at next pumpout If t,"ke have not bt:n pumpad out within the(ast threa yean,th�y�ould be pumped out now, 1� Inspectiun pipt u located d'ue�:dy over Lank ba&1�(does not give accucate mzasurement of solids accumulation). If Lanks have not bern pumped out�vithin the lut three years,they should be pumped out now. DRATNFIELD CONDITION(11-141: l� �l l� I)rsinf'eld is dry,no surfacing evident 12 Some erzdence of surfacing,not critiu!yet � � . ' ' . • 13 Drainfield'u satunted and visibly discharginq untceated effiuent to tha surfaco. Contad the City Inspector immediataty.Repaizs must he eompleud within 90 days. _ 1� Drs'inf'ield e�trnt and condition unkaowa COM�NTS: SySt�� • �.S 0� - R.�c.Orv,r,cn� �i��:n9 �'rfi vvc� t�t�c,�(5 t-� 1evc,\ O Ard � '�-S w�.�� ser�q e �.,u � �ro�. o o � n,�.cS- ��M� ��k s ;F � ��-,c-, �.�„�e ..o�r See� �c �.-�l � 1�- 3 yPq�S ' . - -� -.�� - o� �� . Date of Inspecfion ' Septic System Inspector .�` - Nate: In the evrnt that this aupection repod is tued to satisfy the reqairemeaLs for a mactgage or otha 4ansfa of property,be advised that this tepoR das aat guazaatee or certify that an esisting sysum will eoatiaue to function properIy�bai is meteIy an opinion of the adequary of the rysiem undre cuae�eoa�itioas based oa the avaclsble infocmatiaa CITY OF ORONO � O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT r$,�" � INSPECTION REPORT ti ��9kESH�4'�G Owner: l.J�'�r1 lf�¢��St'I�% Address: /�i� Gc�ICIP�t L�;�=tti} �1�. r SS3S�6� Permit �'s: ��i Dates: rC��r7?�� / Contractors: //�! 5 f/¢� 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 W 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 seuage input Without discharging any pollutants into ground or surface uaters. 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 uhich 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, desig�, and construction standards of the current City Codes and uhich is failing for any reason; and any system uith less than 3 feet of unsaturated soil or sand between the distribution device and the timiting soil characteristics. (The limiting soil characteristic �Q has or [ ] 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): J�nh� inspection indicates: C(� Pumpout not needed at this time. � Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. 7anks must be pumped out uithin 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 uithin the last three years, they should be punped out nou. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). !f tanks have not been punped out within the last three years, they should be pumped out now. DRA[NFIELD CONDITION (11-14): � D�#nfield inspection indicates: (` 11i Drainfie[d is dry, no surfacing evident. `"I� Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City lnspector imnediately. Repairs must be completed uithin 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): �— POTENTIAL FOR SYSTEM FAILURE (depends on soils,uater table,etc.): ��;,L3 COMMENTS: P :� Date of Inspection Septic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certify that an existing system will continue to function properly� but is merely an opinion of the adequacy of the system under current conditions based on the available informatton. This report must be kept on the prEmises with the system toc=_tion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner �o� CITY OF ORONO O � O Municipal Offices Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT �ti INSPECTION REPORT ��9k o4�p ESH Owner: �Q�� I��Y1 Address: �oCC> C�I�Pn l � G.J ,(/J's Permit #'s: '� Dates: �(7-a�C�-�� Contractors: �tT/�'l�;�L�C./ 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 belou. (This is f� 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 uaters. 2 "CONfORMING SYS7EM"-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 uithin a designated 100-year floodplain; any system which may or may not meet all the location, design, and constr�ction standards of the current City Codes and uhich is failing for any reason; and any system With less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (7he limiting soil characteristic �has or [ ] has not been identified at this time. [f the limiting soil characteristic has not been identi ie , this classification may be subject to revision.> TANK CONDITION (5-10): Tank inspection indicates: Pumpout not needed at this time. lids accumulation in tanks indicate ey should be ed out this yea to help prevent future problems. So i s accumu a i on i n i s a a �sE-- . ---�___ 8 System is discharging to the surface. Tanks must be p�nped out uithin 48 hours to eliminate surface discharge.— 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next p�xnpout. If tanks have not been pumped out within the last three years, they should be purtiped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been punped out within the last three years, they should be purnped out now. DRAINFIELD CONDITION (11-14): Dr field inspection indicates: Drainfield is dry, no surfacing evident. 2 Sort�e 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 (depends on soils,water table,etc.): ��,� �MMENTS: / Date of Inspection e c System Inspector �ent that this inspection report is used to satisfy the requirements for a mortgage or other transfer of 'sed that this report does not guarantee or certify that an exisxing system uill continue to function �erely an opinion of the adequacy of the system under current conditions based on the available This report must be kept on the prE�nises uith the system loc=tion 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 a � ON—SITE SEWAGE TREATMENT „� � INSPECTION REPORT ti �L�kESH�g'�G Owner: J�.Jr'n �II�Y� Address: /�� X�/'XPr� 1,/d��.J 1JY, Permit #'s: �,SC1 f`� Dates: (��;.Z(r�7 Contractors: f�� fvTZ�� City ordi.nance 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 C ] 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 failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limiting soil characteristic � has or [ ] 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: 5 Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they shoutd be pumped out this year to help prevent future problems. 7 �olids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out uithin 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped out now. 0� lnspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Dr,�nfield inspection indicates: ,�'� C�� Drainfield is dry, no surfacing evident. 12 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector imnediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,Water table,etc.): �� COMMENTS:-�'" , .Sa : fT P 5�� - — n3tn. I '��-�. P— —< <- � -�� ' � r � v� � -�� = ��, ► 1z� -�a�-r„ Date of Inspection S ptic System Inspector �,��1 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 wilt 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 pre�nises with the system loc�tien and pumping records. WHITE COPV/Inspectors File YELLOW COPY/Homeowner On the North Shore o f Lake MisZnetorzka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER ��Y� ��/`�� ADDRESS ��n��'�°G✓ � PERMIT NO.'S. �-X?� DATES �v �� o� CONTRACTORS � City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The onsite sewage treatment system at the above address has been inspected and appears to fall into the category checked beiow. (This is �-an existing system ❑ new construction) C7( � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating �'� properly. � 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, located, and constructed generally in accordance with previous codes. System appears to be functioning properly;no major upgrading of the system is required at this time. � 3 Does not meet current City standards in many respects relating to design,construction, or location.Appears to be operating adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at this time. � 4 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 is endangering a water supply, or is a source of pollution to surface or groundwaters,or is creating a safety hazard, or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/ replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan must be submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITION ( m Checked items may require your action) Tank inspection indicates: —y� �-Inspection pipe is located directly over tank baffle.(Does not ❑ Pumpout not needed at this time. �� give accurate measurement of solids accumulation.) If tanks ❑ Solids accumulation in tanks indicates they should be pump• have not been pumped out within the last three years, they 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 as soon as possible. �Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace- I�spection risers (4" dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Futu e Expansion ❑ Soil table,and system condition) �Adequate ❑ High water table ,� Low ❑ Fair ❑ Lot size ❑ Medium O Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface disc arg�. COMMENTS: ` O�� Y�C��S ! �� 11� �. I S .�' ' �ns r c'�-� C�- , � 1.Yr o y✓, �iS-Pt � 6Pe�.a � 7��5-�� Date of Inspection ptic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner , �7-P TESTING� ��C. Steven B. Schirmers • MPCA Cert.No. 627 , 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 FAX (612)-497-5011 State License #394 October 10, 1997 ,.;► �� °� r,ti� t�,. � ��' �� - r�- �� John Hallson Lot 3, Hallson Estates Goldenview Drive Orono, Henn. Co., MN This on-site sewage treatment system is designed for a Type 1, five bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are SCS soils mapped - HbB - Hayden loam. The seasonally saturated soils were located at 22" to 32" (mottled soil). Due to the seasonally saturated soils, a Pressurized Mound System will need to be installed to treat septic effluent. The bottom of the treatment area must be located at least 3' above the saturated soils. The soils at a depth of 12" have a percolation rate averaging 6.0 mpi. A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A waming device must be installed with a light and sound device, this is in case of a pump failure. 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 tumed over, just break up the sod, be sure not to over work. All neighboring wells are located greater than 100' away from the proposed treatment area. 1 r, Keep all heavy equipment off of the proposed treatment area before and after�- construction. The treatment area should be marked off before construction. This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than gray water (laundry, showers, etc.) human waste & toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended, due to adding more solids &fine solids passing through to the system. Excessive amounts of soaps, cleaning agents & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump & clean your tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. Steven B. Schirmers 2 O� Z' . 'fg?'1 ..,� . � � xio3,4 r LOu.� '�'�D'�O�l+r�� . #4 �S,'` ��l"1�1--�'� x,o�,4 ' \ loi,7 '�_�.'��_�rV�� -��i�c�`1 '�QU1�Wl'�?-�'� O'�'f � � -r1-1'� 'F'�s�o�s�o -ti'�K*'1�-t'r !a-��l-S r x„�.Z '6�-0'�� -A�^r�� Go�1 s'�+-��-�Cl o?,L• . 1�o \' z�oS,b . � . - ��—T►� s�o m , ' � � � —x�og.�l— � � ' �F � � � �-. -e� - \ � " � ` � � � � � xio�.l � r x�os,4 I, � : P_4o4oy�p � � p�o4oSCSJ \a�'p'�_�r(/�YANY-S I� ��5.,�� \� I M �'i1'i141�� > Y IOS.1 I' - �� \.. I L��-� x IOS.B ��_ 1 �� 10'C —I I—��_ — _ '3 � � �(�6v+� ; -�'vQ U ri-Cu� t�o�� x�ob,i _ � i �� -��ap� xiu�¢ �`� °- t�4'P��-! Go�zt�'�� ,G'�� / � i�� \s 3/ / /� . --`L J �- �c�.oa /�icak ° ' �/� ' � — �_-�C_ / i' ' �� i x�o4.9 - x� �p =-� � ?zuPvS�j � �^��-�- 9 Percdotion Tests Scale= 1.�=SO� x�oz.c� CSoil 6oring5 �►uC�� Be�x,t: Mork �xYfl9.�-s�o9..a X�03.4- �-�z}- � Note= This system is to be constructed fo me�t the NGrnesola Potlu!ion Con!rd Ayznc7 � � Chapter 7080 & .Local Ordinanc �� Check all underground utilities �.u c.J I PftCPERTY OF: �o 1-H-1 1-1 A��s o�J. _ � i , � LoI 3� N f�t�So�l ESTf�� i �r �;, ZSZ �-�oLDEN `I�E vJ D R �bfZoN� r��-�. i . !-�F�►a�-4• �0• C�bLpEc�l v�E�,J �R. S-P TEST/NG/ . — Oes+g�ed Br� . � .�r�-- �a'e�LQ./�l'3�, PN.6i2-497-3566 I — � i _ , IU� y:lSS i , 38 �v <�� -oc.Y... QEo _ _ �- _ i , �5 IS �_ �', �.O -�oP oF sAuo 3.5� F\�-�-/o�.S /.o�SA�o /oS.S . -�_�_� 5� P�As.� V,��../ �— SET- BACKS ��f � �� , ��—� HOUSE Syslem must be� Tonk a�� from property lines X - S��-��a� c��r-�L W�o-<��. ?� from wells �1.t�.F�-,s�,,,P va�L�.�� .�2. from b'dgs. t-��a ►�-t -(t-� -��;,� Treotment orea =�from lokes , =� streams NOTE=Pawer supply and swiiches must be locoted in a �� -�- '�"° Treotment areo �o from property lines • u�� -r��k.s sµ►��w� • � weather proof encbsure outside the pump�ng chomber and manhole M,4��}0�5 ��+ ��" � from we•.Is QRGCFi�t_ 20 �from b!dgs. .�.� 1c?'from trees SOIL BORInG EI.EVAIIONS � i - t �� I i a � -/03•� ��l�- 104•'7 �min. ' . TH. ) �L. i �' d,a.su t � o TH. 2 EL.1Q5s1 . , _y 5� _ grnde S /o Tank i Tonk :;i TH"3EL.-��I Orop to Tank PRESSURE DISTRIBlJTION MOUND SYSTEM .rh»� �'L:L�y � TH`5 EL--1�,.5 N�in. I��10 8� �Pumping Mox.i��to4� � ��P '�'�U�-S SH�A�-�-oc� Chamb2r El.`VATIOV ol PROr'OSEO PL,�MPING 4�l0 6��dia.pipe R`PY-�ery. -te4 0�R�4��?�o.o �� ow6s'T'�oo� — �f if.O SYSTEM DESIGN -MOUND TYPE-�, � BEDF200M , Averoge percolotion rote�_min./inch (design.83sq.ft treatment orea pe.rgal. of daily sewage flow) � � gal./day x.83sq.ft�gol.��sq.ft.of treoiment area +10% _�'�sq.fi. (.= IOfi.width=�ft.lenqth of bed areo+side slope run.�to I x 3_3 heigtt= 3� f1.x.2Se_ft.{awn•area needed) qean rock needed- �3S�.sq.ft.treatment area x �� depth of rodc=2L�.a.ft=27=�-2cu.yds,(3/4�10 21/��dia. ,indudes 2��of rock above pipe) � I ��'� Clean sond fill below rock needed I�O cu.yds. opprox. , so�dy loom bock fill a�ayds.approx., topsoil 6��cu.yd. Av� SA ti.lo aEP�u � �• 3 u�as�c� (��uzr�+��_.-Co Aoo.�o�o 'C� T_04501�.EOF \F_R�c-�LA¢ SLOPf� � � L�fl) � Number of tanks required�_, Ist tonk So gol. ,2nd tmk�ga�.minim�ms ftiU s P�-1m P�N u 41�- '�m p E g- Pumping chomber capacity- 25% of daily sewoge flow of � � ga1.=J`d�gal+reserve s'oroge of 15 Ogzt 1/Bl� ��_gol.+pipe back drnvx�ge- pftOPERTY G4=:��11 t- of�4�gol./IOOlin.ft.of3,�dia. supply pipe, lin.ft.needed 1�, �_gol:+ man'rfo!d.�.gal./IOOIiRftof3Ndia.pipe,l"nfkneeded2 ,�-gol. L,� S . totol copocity needed.3'��gol.(plus orea for pump) �g� rn�r,. Ja�(� g�,1-caP. vo� Distribution ppe L�3dia. , 125�1in.ft., ��_33 dia. perforations�.-��aporf 1-��a�. Co. Pump s¢e�_hp. (pumpable copocityJ3�z_gol. 4cycles/day) J�S�o �y � H�tao PQ�ss J��Sc�iP�-U'� 3� qa� 1 Mt Y1. $-P �'ES']"/l�lG' � G; Nole� When co�uirvciing bed - , tnis areo shoutd be shaped Note= Distonce trom treohnent�oreo Io neiqhborinq v�lls- � pesiqned 9y� to diverl run-ott from entering treaiment orea. ��" �"��U �� ' PN. 612-497-3566 , Oo�e�1D�L�/�32 , MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. FLOW �,um,��a s�.�t��o��,c.u«,��,Y csa� Estimated ?SO gPd N";�� Tyy�t Tyy�u �ry�►n ry�rv or measured .- x 1.5 = -' $pd• a�°°^�' z �oo zis �eo w. � �so �oo zia .� B. SEIrITC TANK LIQUID VOLLTMES � • boo »s ass .� s �so �so zv+ 1�D a�1 �LO�O �OILS 6 900 S1S 772 '^' 1- 1 S � �nso 60o s�o �,m,. F,.�-�,�v�-. ,� a �zao s�s ,oa ��'`� �4'�� tS C. SOIIS (refer to site evaluation) r,,�� ,�,� ��, 1. Depth to restricting layer= 3�'� inches a °�. �,..,, � 2. Depth of percolation tests = i �. inches `'°"� `""�' 3. Percoladon rate L�� mpi 2ia�` �'.oSOoo i'.'s o 4. Land slope s a b �soo uso .5 % 7 a i 2.000 3.000 ov�9 Sa�6�.C�6 (a 1 S) D. ROCK LAYER DIIvf,F�1SIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83 = � �-SPd x 0.83 sq. ft./gpd = �� sq. ft.+�o��=�`�`►� 2. Select width of rock layer (10 feet or less) _ /o ft. 3. Length of rock layer = azea+width = Rock Bed ��sq. R. + �ft. _ _� ft. ,.,.,, ..,.,. ,..,�.,.,.,.,., r•r 3 3 r•r•�2}•} � }•�-r•� f•r• ti �.{.{ 1 1 ti 1�{ ti•�•tiK•t•�•ti i•i•f i•r•� r•'r•� �•t�•r-r•r•i• �dth S]0 ft. �.�.ti•�.�•ti.�ti•ti•�•}+•�•�•+•ti•+ r•r•r•�•r•r•f �•r r r•r•�•�•r•r• �.ti•�•ti•�•�•ti �•ti•ti•�•ti.�.�•�•�•� ,r,r,r.r.r.f.r. r.�.P.�.�.t.�.�. E. ROCK VOLUME �- �'�"�' --� 1. Multiply rock area by rock depth to get cubic feet of rock; ��y,,,sq.ft. x .� ft. =2�cu. f t. 2. Divide cu. ft.by 27 cu. ft:/cu. yd. to get cubic yards; �.cu.ft. +27=�cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �cu. yd. x 1.4 ton/cu. yd. _ � tons. F. �►UJV��N Y Y iu 1!C1 L�.�1'� W 1�'� on W1dth Sisit+ Lbk 1. Percolation rate in to 12 inches of soil is�mpi r�a.tl�,w� :°�,. :a►: P M�,,,,,„p�y„�, Soil Texture �.,�„�. .A,. fmpU i.. .►..�.., 2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand 1.20 �.00 1.20 1.00 .�_ gpd/ft� o:i io s Fine Sand� o.�o z.00 6 to 15 ndy Loam 0.79 1 a2 3. Calculate adso tion width ratio b dividin rock la er t6 co 30 �,oam o.bo 2.00 I'P Y $ y 3] to 45 Silt Loam 050 2.40 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 61� 21 0 �'��' ola s.00 I.20 gPd/�y .��$Pd/ffi = �-lo� Slower than 120 Cla - - "Soll}uv4n6 501G ot mae�d fvx or vey finr iand 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; �.�x�ft = .� ft G. �OWNSLOPE I��WIDTH ' � 1. If landslope is�o �more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe �_ft-��ft =�_feet 2. Calculate Minimum�mound size based on geometery: a. Determine depth of dean sand fill at upslope edge of rock layer: Separation 1. D feet b. Multiply rock layer width by landslope ' '°°` zo"•� to determine drop in elevation; ' t rooc ao ea Siope DiffeJ'ellCe S�paratloa t��t' x C %y 100 = , 5� feet stov� o�tt�nnee • et � _�L_ UDs1oDe Wldt� c. Add de th of clean sand for se aration (2a) ��e1 '' p P Rock BeC Wloth at upslope edge,depth of rock layer (1 foot) to depth of �r.�c OownsloDe W1dtn cover (1 foot) to find the mound height at the upslope edge �f�°` of rock layer; ,o ft+ lft + lft= 3.v feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of �.3� e. Multiply dike multiplier by upslope mound height to find upslope dike width: ,3a x 3-o =1� feet f. Add depth of dean sand for slope difference (2b) at downslope edge, to the mound height at the upslope edge of rock layer (2c) to find the downslope height; 3•O ft+�_ft= 3.�� feet g. Enter table with landslope and downslope dike rado. Select dike multiplier of S.o h. Multiply dike multiplier by downslope mound height to get downslope dike width: S.o x 3.� _ �.�feet i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; _ �� _ �� feet �o=� o.��a�� j. Total mound width is the sum of -�- �"t upslope dike (G.2e)width plus rock �►, � ? : Ryck� e a wiacn /v �r��i ; l a y e r w i d th (D.2) p l u s e �o= � � ��t�^ ��°i�•;�.i° downslope dike width(G.2i); J > �v ft +�ft + ��ft = �4� feet � , ' ' Downi OD�W�OI� � k. Total mound length is the sum of 38 �reet upslope dike width (G.2e) plus rock layer length (D.3)plus upslope dike width (G.2e); �ft +��ft+ �o ft = � feet / `� -t- L 4� + I 4� = 1 O�( /D 4 Totel Unpt� own ope ps ope 3:t LI S:1 &1 7:1 3:1 4:1 5:1 &1 7:1 8:1 1��ope 0 3A lA 5.0 GO 7.0 3.0 �.0 5.0 60 7.0 8A 1 �A9 1.17 5.26 638 �53 291 3.85 �.76 5.66 6.51 7A1 2 3.19 l35 556 Gffi &lt 2.83 3.70 IS! 536 614 6.90 3 330 l51 S.6E 7.32 8.86 275 3S7 435 5.08 5.79 6A5 4 3A1 l76 6.?5 7.D9 9.T2 268 �l� t.77 lbt S.Ib 6A6 5 ;� �� 667 657 10.T1 261 �333 �.00 �.62 5.19 S?I 6 3.66 S�b 7.1� 9.3a 1207 25/ 32f 3.85 l41 1.93 SAl 7 3�0 556 7.6A 103t 1377 1�8 3.12 3.70 !2i l70 5.13 8 3.95 5.8d 8.33 1154 15.91 242 7.Q3 357 ln5 1.{9 4.88 9 1.11 675 9.09 11.0� 18.92 236 29� 3.15 3.90 l.30 t.65 10 429 6b7 l0A 15.00 2333 231 286 333 3.75 �.12 4A4 I1 1M 7.1{ il.il 17.65 30.43 2.7b 276 313 3.61 3.95 41b 12 4b9 7.69 1250 21.�3 !3?S 221 270 3.12 3.�9 3.80 1.08 • F-17 PiJMP SELECTION PROCEDURE . � � EW PERfURAT10N OF A PERfORATED LATERAL A. Determine pump capadty: �-�« Gravity Distribution �` r....�, � 1. Minimum suggested is 600 gallons per hour(]0 gpm)to stay ahead of �`,�-•R,". - ;:��' ;t�..wc..».,wrbe.Ktdre.• water use rate. `��,�,;"•.u"'.• 2. Maximum suggested for delivery to a drop box of a home system is 2,700 , , ►K*^��,a��»��.,�°^�.�h �,»�w.. � gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ..,;„„ '-„�.o.� �Z•�e�a,. , .��.�.,.. :,. ,,_.. _, . ... . -�i..,.rot�.�.l.«�M.� Pressure Distibution f ��^�� """«"'•"' 3.a. Select number of perforated laterals 3 b. Select perforation spacing=�_feet .°�".�;;,.'�".,;;�""° c. Subt�ra 2 ft from the rock layer length. ��-2 ft= (.lo feeti d. Determu�e the number of spaces between perforations. I,ength perf.spacing=��ft.+�_ft.=3,3_spaces Reqv�ed perEoraeon th5ch e e. �spaces+1=.�.�perforations/lateral m gauons p�a,;�,uce cgp:,� f. Multiply perforadons per lateral by number of laterals to �/��;��,�, '�a e �z,,,,p,,, �ad� get total number of perforations..� x �,� ,Q,,= c �perforations. �f�� g� �" X��`-�� 1.Oa 0.56 0.74 SELECT'ED PUNII'CAPACITY��gpm 2.�b 0.8� 1.�4 B.Determine head nquirements: a. Use for single family homes 1. Elevation difference between pump and point of discharge. b. Use for all other applications �feet 2. If pumping to a pressure distri ution system,five feet for pressure required at manifold if gravity s tem,zero. S feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. �P��B� Read friction loss in feet per 100 feet from table. Poinc of D'u�har� F.L= �.�c ft/100 ft of pipe io� b. Determine total pipe length from pump to discharge Flcvation Diffetence� poin� Add 25 percent to pipe length for fitting p� �� loss,or use a fitting loss chart. Equivalent pipe P length-1.25 dmes pipe length= F-i sb `1� x 1.25=�_feet -- c. Calculate total friction loss b multi 1 n 1.5 inch 2.0 inch 3.0 inch Y P Y� $ gpm �a;�,w..�i oo n�r P+a friction loss in ft/100 h by equivalent pipe length. 10 0.69 0.20 Total hiction loss=- a,lo x�_+100=�_feet 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 0.38 special head requirements,and total friction loss. 16 1.63 0.48 18 2.03 0.60 / 20 2.47 0.73 0.11 � + J +�_ 25 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 030 40 11.07 2.64 039 TOTAL HEAD 1�_feet 45 14.73 3.28 0.48 50 3.99 0.58 55 4.76 0.70 C. Pump selection bo s.bo o.a2 1. A pump must be selected to deliver at least ��gpm�(Step A)witti at least jJ�_feeE of total head (Step B). S-P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627 . 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 FAX • (612) 497-5011 State License #394 LOGS OF SOIL BORINGS John Hallson Lot 3, Hallson Estates GoldenVew Dr. Orono, Henn. Co., MN Borings completed on 9-29-97, with a hand bucket auger. BORING NUMBER 1- EIev.103.9 - MOTTLED SOIL AT 22" - no standing water present in boring. 0 - 14" Topsoil dark brown loam 10YR 3/2 14" - 22" Brown clay loam 10YR 5/6 22" - 40" Rusty gray brown clay loam 10YR 6/3 - mottles 7/1,6/8 40" - 48" Rusty olive gray loam 10YR 6/3 - mottles 7/1,6/8 BORING NUMBER 2- EIev.105.1 - MOTTLED SOIL AT 24" - no standing water present in the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 16" Brown loam 10YR 5/4 16" - 24" Brown clay loam 10YR 5/6 24" - 30" Rusty brown clay loam 10YR 5/6 - mottles 6/8 30" - 48" Rusty brown loam 10YR 6/4 - mottles 7/1,6/8 BORING NUMBER 3- EIev.104.4 - MOTTLED SOIL AT 28" - standing water present in the boring at 42", 28 hours after the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 18" Brown loam 10YR 5/3 18" - 28" Brown clay loam 10YR 5/6 28" - 32" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 32" - 48" Rusty brown loam 10YR 6/4 - mottles 7/1,6/8 Soil borings cont'd. BORING NUMBER 4- EIev.105.4 - NO MOTTLED SOIL PRESENT IN THE BORING. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 24" Brown clay loam 10YR 5/6 24" - 48" Brown loam 10YR 6/4 BORING NUMBER 5- EIev.105.5 - MOTTLED SOIL AT 32" - no standing water present in the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 18" Brown loam 10YR 5/4 18" - 32" Brown clay loam 10YR 5/6 32" - 38" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 38" - 48" Rusty brown sandy loam 10YR 6/3 - mottles 7/1,6/8 BORING NUMBER 6- E�ev.104.7 - MOTTLED SOIL AT 32" - no standing water present in the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 16" Brown loam 10YR 5/3 16" - 32" Brown clay loam 10YR 5/6 32" - 40" Rusty brown clay loam 10YR 5/6 - mottles 6/8 40" - 48" Rusty gray brown sandy loam 10YR 6/3 - mottles 7/1,6/8 2 � CERTIFICATION N0.627 ST�`TE.LI�'ENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing�Inc. on 9_30-97 starting at 2:40pm• Test hole location Hallaon .�t 3,Ha11Ron Est,Orono. Test hole number�. Date test hole was prepared�29_97• Depth of hole bottom 12_inches. Diameter of hole¢inches. SOIL.DATA FROM TEST HOL.E DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is kuif�. Depth of gravel in bottom of hole is Z_in�h�. Date and hour of initial water filling 9-29-97, 10:00am. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes r inch Remarks 2:30 refill 6 2:40 2:55 6 3-3/4 4 15 min 3:06 3:21 6 3-1/2 4.3 15 min 3:22 3:37 6 3-3/S 4.4 15 m i n Percolation rate=4,Z.�iinutes per inch. CERTIFICATION N0.627 STF TE L•ICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by�-P Testing�.��.on 9_30-97 starting at 2:41�m. Test hole location HallQon,,�.ot 3�Hallson Est.,Orono. Test hole number.Z, Date test hole was prepared 9_29_97• Depth of hole bottom 1Z.inches. Diameter of hole�inches. SO .DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown loam 10" - 12" Brown loam Method of scratching sidewall is 1s�lif�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 9-29-97. 10:00am. Depth of initial water filling is 1Z..in�he�,above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si�phon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes er inch Remarks 2:30 refilt 6 2:41 2:56 6 5-1/2 2.7 15 min 3:05 3:20 6 5-1/2 2.7 15 min 3:23 3:38 6 5-1/2 2.7 15 min Percolation rate=�,Z.�ninutes per inch. CERTIFICATION N0.627 STP TE,LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on 9_3Q97 starting at 2:42pm• Test hole location Hal son,Lot 3.Hallson Es�,Orono. Test hole number�. Date test hole was prepazed 9_29_97• Depth of hole bottom�inches. Diameter of hole�inches. SOIL DATA FROM TEST HOL.E DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown loam 10" - 12" Brown loam Method of scratching sidewall is kuif�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 9-29-97, 10:00am. Depth of initial water filling is 1Z_it1�h�above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic sinhon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes r inch Remarks 2:30 refill 6 2:42 2:57 6 1-1/2 10 15 min 3:04 3:19 6 1-7/16 10.4 15 min 3:24 3:39 6 1-7/16 10.4 15 min Percolation rate=1Q.�ninutes per inch. ' CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by�-P TestinQ.Inc. on 2�(�2Z starting at 2:43pm• Test hole location Hallson,.I�ot 3,Hallson Es�,Orono. Test hole number.4. Date test hole was prepared 9-29-97. Depth of hole bottom 12_inches. Diameter of hole�inches. SOIL.DATA FROM TEST HQL.E DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown loam 10" - 12" Brown clay loam Method of scratching sidewall is kpif�. Depth of gravel in bottom of hole is 2 inch�. Date and hour of initial water filling 9-29-97� 10:00am. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon. Maximum water depth above hole bottom during test is¢inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes er inch Remarks 2:30 refi I I 6 2:43 2:58 6 1-1/2 10 15 min 3:03 3:18 6 1-1/2 10 15 min 3:25 3:40 6 1-7116 10.4 15 min Percolation rate=14�inutes per inch. � CERTIFICATION N0.627 ST�T'E.LIrENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,inc, on 9_30-97 starting at :44nm. Test hole location Hallqon.L.�t 3�Hall.on Est,Orono. Test hole number�, Date test hole was prepared 9-29-91.. Depth of hole bottom 1Z_inches. Diameter of hole�inches. SOIL•DATA FROM TEST HOL DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown loam 10" - 12" Brown loam Method of scratching sidewall is kpifg. Depth of gravel in bottom of hole is 2 inches• Date and hour of initial water filling 10-2-97}2:30�. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon. Maximum water depth above hole bottom during test is C inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes er inch Remarks 2:30 refill 6 2:44 2:59 6 3-1/2 4.3 15 min 3:02 3:17 6 3-3/8 4.4 15 min 3:26 3:41 6 3-5/16 4.5 15 min Percolation rate=4,4.�iinutes per inch. � CERTIFICATION N0.627 STA.T'E LTCENSE N0.394 PERCOLATIUN TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on 9_30-97 starting at 2:45pm• Test hole location Hallson,Lot 3,Hallson Est,Orono. Test hole number�. Date test hole was prepared 9_29_97• Depth of hole bottom 1Z.inches. Diameter of hole�,inches. SOIL.DATA FROM TEST HOL.E DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown loam 10" - 12" Brown loam Method of scratching sidewall is kpif�. Depth of gravel in bottom of hole is Zj��L.�, Date and hour of initial water filling 9-29-97, 10:00am. Depth of initial water filling is l�h�above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is �utomatic sinhon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes er inch Remarlcs 2:30 refi I I 6 2:45 3:00 6 3-3/8 4.4 15 min 3:01 3:16 6 3-5/16 4.5 15 min 3:27 3:42 6 3-5/16 4.5 15 min Percolation rate=4,�ninutes per inch. ''r�-';'• `:r. C'.�`'�� r��,1,;r'`` .,�;?�... i !`�::•:�z);,1 •:.;,;2::'',*,/�!C%. }_�, 'I; , (�._�t!i:!� � • '1":��. • �1�.. , ,-��f�L z::. _�, '�1�' �--r---MOUNO FILL 4. 6. ,ay�.� _!�:�y. ...`•��'..l.;�t,I .. %?"• TO AIIDW FOH *.Y/- .�'• �,{��`l SETTLING �� l t � y ��T .I'�� `2', � � �. ��j�'Y' ' •► •1- : �:ik�l,� •�'Trj�.� ` � •`�,:Y� � ��. ._k.__ ,}`�GFNSS COVfA ,J lti:�` \�4�~ y�� r , � . ..�,^.�:•� r•..��\a - +'��j�� ----r--i�6� TO 34� OF SOIL y'� Q .�• .};R .;�..: ^ -.,�:.:k�.,j �;� , �/ CWEft ABWE ROCK • �>�. .�.;: � � � i vo�n .:.`�'r`Z ,�+�`�� '� -- ---�-3/4' TO 2 Il2� DIA. ( � a�m� ' .�.� '�' •.�, .r� �S:Z, � �� CLEAN ROC1� r p �m ,,�,,..•.�.,�. �: ,� - ,%" , a ' ��c�"i �••' .:'r` . : ,t.. .: ' �-- � � 4�-6� LAl'ER Of VNCAMPACTEO Z mm '� :l;�:� i. • ''1'"�.}.,, ,I � .�_ HAY OR STRAW CAVERED WITH O<.�y ''r.:• .�,,;y,• '1i�:�.��.•.e '� RCD ROSIN i`M£R OR GCO7CXTIlE FABR�C �n X�D p �'� ':,y,y� . 6.,` /�� .. C�; Mr: �� i. ii � � �' r______�__ N� �'•��: 1�F %� ,'�" ' L ��-•--- ---TR£NCH BOTTOM MUST BE LEYE� � ' �p�s �� THROUGHOUT LENGTN il.._ _ -� '��.:1:'v,��'� � �i i� 0 . � �� ' ! ��-•-2' IIINIMU►A ROCK CAVER A80VE PIVE � _ ��' .,^,� ---�� i. I �N __ ?.ir?:�+'... _ �..�.--... "-6• MINIMUM ROCK Dfl`TN DCLOW NIr( L-�__--�--i-- C � •.�.,:: �� 24' MAXI6IUM ROCK DEPTN BELOW PIpE � � � m� ..tn �� 51 („___.�c=_. ��----4' DIARIGID PEFifORATED PIASfIC PIF'£ WI1H ONC ROW Of N Z.�.� �� Z� \\�� f�E�1 ��/ � HOlES ALONG OOTTOM � o v y� �`� 1 I f . � Z� �O � �m� O �� s ��,� _._—WATER TABLE OR IMPERVIOUS IAYER SUCH AS CLAYPAN�ROCK, ETC. O � �i � � � m-rc o-Xi� `�� Qp X Z �� i C m �� O -�-� �� mm U p w !� . ♦ � fZ'1 y • . . -— . . O = � N� mTZ CT��C pam� �� TRENCN ROCK COVERED.w1TH PERMEABLE ' mm X�rn r��c�i ZZ-�i� 3r PIPE TO NEXT STRTnWETCCOVERBED W�IH,UN7REATEO BUt�i.OHNFtAY OR 4'DIAMETER INSPECTION � y2 "�m� O nt A D R1� INLET pROP X PAPER (RED ROSIN) WELL W1TH UP n �'i z-Cimm�^ S�O'� �'D Om � p c�r�om O�� m EARTH 9ACKFILI. AT LE T � '�v� O"��n �^��o A�Z � � � 6'A80VE TOP OF ROCK ; ' O �= D1 O O N ♦� J------ A3 D- '�O'� m = j �_� OD caz� m�m�m Np� p . ' I ' �//77!��` �j XZ� �m�02 �XZ r AT I..EAST 6� DEPTH OF CLElW • 1 �� C ' � n_ni= o3rn O Z ROCK 3/� TO 2�/2 DIA. SEE NOTE 5. � � ` � X� m� pT�� i � 0 4. r �C m=omr m m � DROP BOX I �_r__r__�_1_ � �� N� �C �mo D N r� MAXIMUM IENGTH - 100 FEET � I \ � i� Z Tm Q��m� moN � OVERFILL NOTES� I. BOTTOM OF TRENCH MUST BE IEVEI. TOP OF TRENCH ' tn m �D n O_m „Z,�� m 4 TO 6 INCHES ROCK MUST BE IEVEI.. C Z N �-� 7Ctn��1� N� D � INSPECTION c � m o �� • ��m m-�r- � ?--�-�� yy LL 2. S�OPE ON DISTRIBUTION PIPE IS �ETWEEN -+-� 1 r -� m �m v.�.mr �m� � . LEVEL n►+o ♦ iHc►+es v� ioo E�. mm 1 j O �y ��3N rOr A BACKFiII. AECOMMENDfO SIOPE IS LEVEI. Z-� � � �� DD�^D vm i SO1 L �gAC�ILL 3. DISTRt8UT10N PIPE CAN BE PERFORATED ^ Z t+�p Z�D`� Z c� PL'ASTIG INSTALlEO WITH ONE ROW OF =Q RI m O mN 0..� _ � —�-�- HpL ES AIANG THE PIPE BOTTOM. PIPE � "�m OmZ �� y- • 2�DEPTH OF MUST HAVE A BEARING STRENGTH OF - �Z � _ `��•e r �ROCK ABOVE AT LEAST 1000 lB/FT. PIPE S Um1 ROCK � �LEAST 6'OF 4. MAINTAIN NATt/RAL SOIL STRLKTURE IN TNE ` ROCK BEIAW TRENCH SURFACES W C ON T A C T W I T H R O C K. _1.pIPE. SEE NOTE 5. 5. WHERE TREES ARE PRESENT OR IIKEIY TO BE �---t9'TO 36'--� PR£SENT DURING THE LiFE OF TME SYSTEM� 12 INCHES OF ROCK MUST 8E PLACEO IN�IOER TME DISTRIBUTION PIPE. _ TRENCH CONSTRUCTION DETAILS . , , F-8 . � � .y, , -- , , ,, r { ��t � ;�' . , e;�r�.- �� ,t'�, , '��. ,:r,�C . ��C� . REOWOOD, CEDq� OR WATER TIGHT 9� I.00KABLE ELECTRIC BOX—� TREATEO POST (4 x 4 min) ' P�UGS OR ELECTRtC CONNECTIONS-------� ��INSIDE BOX�C CONNECTIONS MADE 2" PVC CONOUIT SCHEDULE 80 MANHOLE COVER CHAINED 8� LOCKED 6'SP_A�C_E -. �TTLEMENER CORD FOR SEALED MANNO�E RINGS .FINAL GRADE '' AT LEAST 12� ,' �� BEIOW GRADE WIRE FROM POWER SUPPLY ' PIPE IS IAID ON A UNIFORM SLOPE FROM � /�� . FOR FROPER NORAINBACK�L TREATMENT MEA SEALED TANK COVER �IF PIPE AT TANK MUST BE LOWER THAN UNION. TO GET ELEVATION FOR ORAINBACK, PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST DE USEO WITH ANCHOR — WEEP HOLE ALARM FLOAT ON SEPARATE ELECTRICAI. CIRCUIT , NO7ES� EIECTRICAL WIRE FROM POWER SUPPLY ,_S�F{T�V�9— L — M ST BETLAI�D BES OE OTIIER TANKST ^�' - 3"� •�r`� , AND MUST BE PLACED IN CONDUIT, ALONG POST __ $HUT-Q��,��Q_ _ EIECTRICAI CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAT CONTACT. �� : —__ . Figure F-8 METAL COVER . I �.. ..+:, _�_ �� y ! .:'-Y, ^� ', '., -k . �� • .v:,. � ;.V � •i�:.• t: I . ' I > �, I I X I i ZG. v ' I rT�=�.r•_r_:�_.. I CONCRETE �,�� MANHOLE RING � I I � METHODS OF SECURING MANyOLE COVER TO PREVENT I ; UNAUTNORIZED ENTRY I I iFigure C-14 .