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Home My WebLink Aboutseptic info � � . / O�\��`.. � � // O O. �� ci�Y �f oRONo � � r ��,. � ' '�' �, ',' Municipal Offices "�, �j ti , �,�9 ¢.�,G- ' Street Address �15a—a4q"y6o � Mailing Address: �ESH� 2750 Kelley Parkway P.O. Box 66 --_ = Orono, MN 55356 Crystal Bay, MN 55323-0066 To Current Owner: Address: � 3�� V;r� Lr n 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. S STEM CONFORMITY 1-3 : � 1 "CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code. Z "CONIPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal Code but does meet the three foot separation requirement or two foot requuement for systems installed 1996 or earlier,and ��hich is not failing or an imminent threat to public healt6 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 stan�rds of the current Orono Municipal Code and which is faIling for any reason;and any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. TANK CONDITION(5-7): �r Tank inspection indicates: �Pumpout not needed at this time. 6 Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years. Tank was last pumped 6`3� '�� ). Make sure septic tanks are pumped through manhole and not throu�h white inspection pipes. This allows for the proper deaning. Keep water softner and iron filter discharge out of septic svstem to prolong life of drainfield. Ask pumper to test alarm float to verifv alarm is still workinP in your 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-.A�INFIELD CONDITION(8-10): � ( 8 ) Drainfield is dry,no surfacing evident. 9 l 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. COMMENTS: �"��'u^� �� 5t�+_L a--,�1cS lut?�C (�� , � -� -�`� �``� Date of Inspection Matt Bolterman - Septic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certify Uiat an existing system will continue to function properly, but is mere(y an opinion of the adequacy of the system under current conditions based on the available information. /� a► � i � �� 0 , �� TY o� o�o��► I� � �I � �I 1,1 � r,' ;�r ,r . �j( Municipal Offices ` � � "�{ ' ~ �� Mailin Address: ��.'� !,�'`�` ' i ,�.��.�;��` �;!� Street Address: g ` ��t�4 ' 4�� ' 2750 Kelley Parkway P.O. Box 66 _gESH� �;; ��_� Orono, MN 55356 Crystal Bay, MN 55323-0066 To: The Cunent Owner of Address � 3� � '7.P�!'� I�'� City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a periodic basis. The onsite sewa�e treatment system at the above address has been inspected and the following is known about the system. A sketch of the known components of the system is available for most properties at the Orono City Hall. Imminent Public Health Threat Yes No " If yes, please contact the Onsite Systems Manager at 952-249-4626 within 10 days of receipt of this notice. The septic system must be brought into compliance within 90 days. Failure to do so will result in referral to the City Attorney for legal action. System Identified as Non-Compliant Yes No If yes, system must be brought into compliance by: December 31, 2007 December 31, 2010 Other Septic Tank(s) Pu p out Needed Yes � No The City recommends the septic tank(s) and/or lift tai�k be serviced and pumped out every three years. City records indicate the tank(s) were last pumped out on (p -- �p '��. The tanl:(s) should be cleaned throuQh the manhole and not throu�h the inspection pipes, tlus allows for proper cleanina. Comments: �rv � , �.�,�4J��' ,�;'`'*� �'�FbsO "'�?, Inspector. �� Date of Inspection � ` � � Telephone (9�2) 349-�600 • Fat (9�21249-461h � o� o_l::. o �=�� CITY of �RONO �,�� .�� ,� � :.��. �., y� �'�,l.;;.;=�' f„ `.�"� , �,��-J,�l�h ti, �iunicipal OfFices l,�`�i`��;,0' �'yG - Street Address: '�� g Mailing Address: �?$fI 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323•0066 95d-�4q-y600 To Current Owner: Address: a 3� � ��-✓'�` LCn 2 Ciry Ordinance 199 requires that each existin�on-site sewa�e treatment system in Orono be inspected every two years. The on-site sewa�e treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM C0�IFORMITY (1-3): ,� �"CODE SYSTEM"An ISTS which mccts aIl the location,design and construction standards of the current Orono Niunicipa!Code. 2 °CObfPLIANT SYSTEM" An iSTS which does not mcet all the location,design and construction standards of the current Orono hiunicipal Code but does mcet the thrce foot scparation requirement or two foot rcquirement for rystems installed 1996 or earlier,and which is not failino or an imminent threat to public health or safery. 3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an iSTS located within a designated 100-year flood plain,any ISTS which may or may not mect all the location,design,ar construction standards of�he currcnt Orono Municipal Code and which is failing for any reason;and any ISTS with Icss than three fcet of unsaturated soil or sand betwecn the distribution device and the limitino soil chazacteristics. TANK CO1�tDITION(5-.7�: � Tanlc inspection indicates: � 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 ). t�Iake sure septic tanks are pumped throuah manhole and not throuah white inspection pipes This allo��s for the proper cleaning. 7 Inspection risers missing tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. INFIELD CONDITION -IQ : � 8 Drainfield is dry,no surfacing evident. Some evidence of surfacin�,not critical yet. � 10 Drainfield is saturated and visibly dischargin�un�eated effluent to the surface. Contact the City Inspector � immediately.Repairs must be completed within 90 days. COtif�NTS: f�o�� ,��) tr,�.k5 f��i� �i� _ �� ,^k 5 �e� 5�;ti.r�2 c _ �-�5 -C,� �rn�tzC ��v, Date of Inspection l�iatt Bolterman- Sepdc Systcm Inspector Note: in the event that this insptction rcport is used to satisfy the requiremcnes for a mortga�e or other transfer of property,be advised thai this rtport docs not guaranue or certify that an existing system wiil continue to function praperly,but is mcrcly an opinion ofthe adequacy of thc system under current conditions b'ased an the availabie information. CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal Bay, MN 55323-0066 a � ON—SITE SEWAGE TREATMENT r$,� �C�. INSPECTION REPORT ti ��9kESH0�'�G Owner: ( �/ll�(l�l;f'i� (.��'�( '�tl�l Address: �� 1�� ///!'1 �• Permit #'s: �� Dates: ��7J S� Contractors: �U f��A� 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. (7his is ,y�. an existing system [ 7 new construction) SYSTEM CONFORMITY (1-3): 1 "CODE SYSTEM"-A system uhich meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current seWage input without discharging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM"-A system uhich 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 uithin 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 uith less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limiting soil characteristic �as 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 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. 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 purtipout. If tanks have not been pumped out uithin the last three years, they should be punped out now. 0 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been purtiped out within the last three years, they should e p ed out now. �-7� Q /�� ,� DRAINFIELD CONDITION (11-14): Dya�field inspection indicates: (1 Y Drainfield is dry, no surfacing evident. 'f2 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly dischargi�g untreated effluent to the surface. Contact the City Inspector immediately. 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,water table,etc.): �p�l�� COMMENTS: Date of Inspection S pt c System Inspector Note: !n 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 rtoust be kept on the prE�nises with 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 � � ON-SITE SEWAGE TREATMENT � � INSPECTION REPORT ti ��9kESH��'�G Owner: / �{'Y_>f/f_'_S [�l r��f'.!7[J 1 C9 Address: �J 7� ,[�°t�%I`\ �-/J► Permit #'s: (�o4�L� Dates: �vZ'/L��'��C� Contractors: �'��Y� City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-stte sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is �1 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 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 satistactorily 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 [ J has or [71}-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):� T�c inspection indicates: (57 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 accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be inspectPd. Inspection risers (4" dia. pipe) must be installed in each tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years, they shoutd be pumped out now. DRAINFIELD CONDITION (11-14): � Dr,ati,'lnfield inspection indicates: �'/ Drainfield is dry, no surfacing evident. 12 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): /,✓/��,�-` �-!< COMMENTS: _� _ -� Date of Inspection eptic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certify that an existing system will continue to function properly� but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the pre�nises uith the system loc�tion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore o f Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � _ � � 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER ��Y/�_� ��c�.�t'%�?(f�n ADDRESS �S �� 1�1{n, l�717� PERMIT NO.'S. h�a�� DATES !��/�_�� CONTRACTORS �L///�IL� City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is � an existing system ❑ new construction) �'C}�1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating L�J 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: ❑ 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 prob�ems, 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- Inspection risers (4" dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. ❑ Drainfield extent and co�dition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil tabl�e,i,and system conditio�) �.Adequate ❑ High water table L�Low ❑ Fair ❑ Lot size ❑ Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High . ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: 7/ K `/(J � 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 merety 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 ,// � � �' � "�� ' � '�'�� CITY of ORONO � ,� �;t�., -� �,�� , f � —, !� MunicipalOffices `,;"�'� � ,��' d + ti, \ �,�9 ,-� j �r:'g.�G Street Address: Mailing Address: �Eg�gO 2750 Keliey Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 March 23, 1999 Charles and Rosemary Cazodenuto 2375 Devin Lane Long Lake, MN 55356 Deaz Mr. and Mrs. Carodenuto: Due to your desire to remodel your home in January of 1997,you agreed to set aside twenty thousand dollars until your septic system could be repaired or replaced to accomodate additional bedrooms. You were issued a permit during the winter when we could not confirm the adequate size and compliance of your eYisting septic system. The following spring,your system was confirmed to be non-compliant by your contractor and myself, but no plan was submitted to the City. During the past month I have been in contact with Rosemary several times regazding the required repair,but no design has been submitted the City nor has the septic system been replaced as of this date. The septic system design must be submitted by your contractor, approved by the City, and a permit issued for the installation of a septic system repair by July 15, 1999 or the City will pursue legal action. Please contact me at the City Offices if you have any questions. Sincerely, � � � � � < ! Stephen Weckman On-Site Systems Manager Telephone (612) 473-7357 • FAX 473-0510 � �:�C�1':� �+DI� T4'�wti'�� ' P.O. Box 81 - Loretto, MN 55357 ' TeL (61 21 479-263 7 Charle� Carc'enuto � � ' 5/Z�/97 z375 �evin Lane Crono , T�inn. �76-0037 Job Site; Above �'�ddress There is an existin� drainfiel� and on this day( 5/21/97 ) , this dr�infield ?npe�red to be worlsing quite ade�uate. L'here was I�G �IISI�BLE SIGI�S 0�' FFi�Li?FNT BLFFDING OU I' ' �I`. �'G Pt�N. :�U1;F��C: AI� ,-::.�; FP�L� OF TI-1N T13�:1�CH�5 ( `PHIS ?I�CLt?L�FS 'I'nF Ll1S �' Ofi LU�,JEr;?' :tiri�Cn) . 111so the tanks appe�i� to be water tight and thel�e w.�s no bacitu� of sew:�ge in the house. ' d7�ainfie:�d �he size of the present d�a��e�d is actually six (6 ) lines , with four ( 4 ) lines that a.re each 100 ft . long , one line that is 23 ft . long and one line that is 25 ft, lon�. r'his is a t�tsl of 4�48 lineal ft . �,ach line is 3 ft . wide , ther�efore that total amount of drainfield that is actually iiastalled is 13�� sq,, ft . -� "he length of the lines and the width of the lines w;�s detel�ffiine by actually pi�o�ing the drainfield area. THe r�eport obtain f1�om the City of U.r�ono only indicated 3 lines that were 100 ft. lon�; when actually 4 lines -100 ft, existed . t";sn�]. boring was done below the lowest t7�ench or the south edge of the present drainfield �nc] the foll�win�r soil were encounter ; 0-22 inches �?Ll1C'� LOA?'' lOYH 2/1 22-30 " 3F�0`uJl� �L:'1i LOAr�' lOYR 3/3 30-��2 " B�iOin'�' CLl1Y lOYi? 3/3 �2-54� " r�30WI� CLAY 10YH 4/4 5�-EO ' OLI`.� B:iOWr�; CLAY �Y 4�/2 ( Indicates '�Jet �oil at this level ) '� "�°ottled soil was encounter at 54 inches ( 4 1/2 ft. ) . mwo percolation tests also were done in this ai�ea with the aves�ar�e percolation rate was 19• 1 min/in. Thel�efore using this pei�colation i�ate ( 1�. 1 mi:�:/ir.. ) the size of the drainfield needed fo7� �. j bLdroom ho�.e ( 7j0 g,il/day daily water useage ) would be the following size ; �� 7;0 g, p.d time 1 . 67 s�. ft. /gpd e,-�uals 1253 s�. ft. 3� ,>ee enclnsed worlcsheet for the details. T'herefore wi.th incre.:�sin� the size of house . fro�_ � � bedroom to a 5 bedr�oo�n this present dr�ain�ield should be adequate� due to the fact that 13�� s�. ft. is actually installed and only � 1z53 s�, ft . is r�equired accol�ding to the i inn. r�ules 7080. ;�E'� i ��.0!'h I�FCA CE3�',IfIF:C� � • a�0��'.�'s �QI �^�wC6�e�.� � P.O. Box 81 Cha�les Cardenuto Loretto, MN 55357 �'�• -Z � Tel: (612) 479-2637 Soil probes were done in the front lawn area ( ar�ea north of the huose ) and these ��robes indicated that loam soil existed and mottled soil was encounter� at 36 inches . �'her�efor�e if this ��i�esent . dr�ainfield would fail in the futuz�e, then a -$�a� system could be located in this �,r�ea. MQun,� ' 31te Evaluator� l��'C�i�¢,�i�� '��/`"� i3obert A. F�och ' . P.C .A.�# 193 �� , . o� �� ;.� .-��r� � ; INl)1VIDUALS[:WACl:'T'itl:A'1'Mt:N`I' 5Y5T'E�h1 WORK�iI(:[�I' -� ��1� ��t,�v �Nr D-2��d�-b n.ow /�. ESt1iTla�Ci� ��`� �,,{ Ertima�cd Sed�6c Flow in G onc pa Day(6P� �'Y" measured x 1.5= �'�e" . � of lypc 1 Typc II 'i)�pc III Type Iv - SEPTIC TA.I�tK VOLUME R�a°°°'S B. _ gallons a 40 3�soo Zao w. �--�--- -(+00 375 256 'y` ---5—,. __ZSfl_% 450 294 �m SOILS(Site evaluatio,n data) -6 voo su 332 � C. Depth to restricting layer= `��/z feet 7 �°5° 6°° 3�0 ��.' 8 12f� 675 aoR D. Maximum depth of�system C-3 ft= /%c_ feet E. Percolation rate �`1� I _MPI t�5� ��_30�1 f� �l��''`'J��- F. SSF/�6 7 sq ft/gpd ;�'o iL S/r i/�'/ Number M""'°m M��"m o( S<�xr T.nk Gp.c,ry ri:s I�quid Garb�pc �Cd7007TLS G�+city Ihq�ual TRENCN BOT'TOM AREA ;a.:io�,> �.,,�.� }{. For trenches with 6 inches of rock below the pipe: 2 or te.;s �50 �,�2S A x F== x =_sq ft of bottom area 3 or a 1,ax� t,s�x� l. For trenches with l2 inches of rock belo�v the pipe: S or 6 1,scx� 2.2So A x F x� _��' x!.6l x�B=.ti2�3sq ft of bottom area ovcr 9 Scc fig C� (z�]S�) J. For trenches with 18 inches of rock below the pipe: A x F x O.ti6= x x 0.66= s ft of bottom area — y �,,�.��,...��....�.s....�.k.�,..,. K For trenches with 24 inches of rock below the pipe: �„m,,,,o,,,w, ..`..�::. A x F x U.6= x__x 0.6= sq ft of bottom arca ^+�� S°�T�r.ur r-'; ^,� 4 y BED I30TTUM AREA Futer than 0.1• w�su,a — — L. For seepa�;e beds�vith 6 or 12 incties of rock below the i o.�c�s su,d o aa i�o p �� 0.1 to.� FineSand" 1.67 D.60 1.5 x A x F- 1.5 x x_ __sq ft of bottom area __�w�� _��x1-o�m��s o.r. , ]6 to 30 l.oam ) 1.G7_ XI.G(J �3T to 45 Si1I Loam 2.00 C�0 ItOCK VOLUi�1E IN CU FT a�ta�o ady I-�,�, Z�o o as Slowiz than 6(Y" C��y — (024i M. Rock depth below distriburion pipe plus OS foot times bottorn area: •se,,��.,Y�o, .,,�.a,.,d M =Rock depth + 6 inches x Area (H,I,J,L,K) ��ry�-�a��.�d.�- "SoJ Iuv�nM1 501�w.mae d 1uv w.�ry fv.r�u�d � + �.S f�� — Cll ft "'so,i.�„�,�..�b�n p.,.�•�dd.ylw - wtall.aon d.n�npwnl�tand.rd•�.n - KUCK VOLUME IN CU YDS N. Volume in cu ft dividcd by 27 1�1 +27=cu yds__._+27=_cu yds ROCK WEIGHT O. Cuhic yarc3s times 1.4 = tons inche — ��o,.._IZeC�UCt10 * N x 1.4 = tons x 1.4 = tons 12 inches Z��Io Reduction _. 18 inches= 34% Reduction UISTKIBUTION 24 inches= 40% Reduction (C�eck one based on slope) '� sizing for gravelless trench --i3ed (less than 6"� slope) Trenches _ Drop boxes(any slopc) _ Distribution box(icvcl to slightly slopin�) T�RENCH LENGTH �?•r•r•r•r-r�r•r':'•:�r"'•f'f• T ~•�•~•t•~•~•�•� �•~••.•�•~ 2 inch Covcr � tir-�•r.r•r•:.f•f.f•�•r•f•r. •ti•ti•ti•ti••.••.••.•�.••,•ti••,•ti•ti � f . S�lect trench width= ft r•f...f...f.�.�.f.�.�.f.f. ti.ti.ti.ti.ti.,,.• .ti.ti...•..ti.. .,.f.f.,.� f.f.�.f. Q. I?i��ide bottom area by trench width: (H,I,j,or K) +P= ;.f�f}f;r ti`tilti jl f� ti•�•L.ti• 1•1•1•ti linc':1� fCCt •r;ftir,r i;f,r•r` 4inchPipc + - line�l feet � ''`'`� � ti'�'.fti' ';.,,.,. — f.f.r.f. f.f.f.r. LAW1V AREA 1�`�~�~"� • ~��~ l•f•J�1•1• l.f•f.:.f.f. ti•ti•ti•ti•ti•ti•'.•1•ti.•.•^.•ti••.•1 R. �lect trench spac�ng,center to center=_feet f�f�f�f�r�f��`�f�f�f�'�`� �.t.~.�.~.�.•..�.~.�..,.•..�.~ � .r.�.r.r.�.f.�.f.f.f.f.f.f. .��tifti��tiftiJtiJti�ti%.�.,�� S. Multiply trench spacin�;by lineal feet R x Q= sy ft of law�n area �;,�•�•ti•�•ti•�••••••�•�•��'�f� �za i�cn !•l•f•l•f•t•J•J•l•J•J+f• x_—= sq ft �'~�~'�"~'~'�''~'�'��'�"�'"~ r•r.r•r•r.r•r•r.r•f.r-r.f• Rock IIclow thc f'irx ti•ti•ti•ti•5,•L••.••.•'.•'.•ti•9,•ti•t I •l.f.f.f.�.f.f.r.f.,r.f.f.f. � 'y f't�1.ti•'.•ti•ti•ti•'.••.•'..•.•ti•1 . f.f.J.f.f.l.f.r.f.f.J. .� ,1�.�ti�ti�.,ti�.,.,.,ti�.��.� LAYOUT(Use other side) 'r'f'f-'�r�f-t'f'f�f�f'''f' ti'ti•ti•ti•ti•ti•'•,ti,'�•'4iti_ti•ti L Select an appropriate scale;one square= feet. 2.Show pertinent propc rty boundaries,right-of-way,easements. 3.Show location of house,garabc,drivc�vay,and all othcr improvements, existing or proposcd 4.Show location and layout of sewage trcatment system. 5.Show location of water supply weil. 6. Uimension all set backs and separation distances. Fig.urc U-2G Lo s of Soil Borin;>s - _��-+-_. _---- -_ . � � a-31 Location or Pro j ect Z3 ) :J _�Qi�� ..�, �,J�'Ci�� , n�rings made by `` . ��Jv� -- Date �/Zi �9' � Classification System: A:�SHU _ ; USDA-SCS d ; Cnified ; other AuQer used (check two) : Hand �_, or Po�:er �; Fli�.�ht _, or Bucket � ; other - ---- - ___ -- — Denth, �3orinR number _ � _ ____ Depth, E�urin� number FPnt Surtace elevation _ - feet S�1rfrice elevation __ o — L3c��u: �.�.u,�.�C��..�1��-- - - ---------- -- r> — ��2 i�.��., � _ 1 __. 1 o y fZ z-j r �?07'' ---- � �3�0� N C �►�y � - 3 -- �� C��3% � 3 -- 4 — ow �� 4 _-_ � �� 0 �Y j� 3�3 I 5 I � — _ 5 -- � �� , _ __ ---- h __ � �Z�� c;.; � C�� 6 � I C., �/ /t��{ J�� _ I � -- �`�..�.`��'`��y C ��. ' I , � � � f �c;�i J `! � /L-- _ _-- 8 — I � / �---- — F..nd of boring at `J _____ feet. End of bcrin� at feet. SrandinQ water table: Standin,�. ��ater tlble: i �'3�e�ent at ___ feet of depth, I Present rit _ feet of dE�nth, __ hours af.ter boring. __ _ hours after horinn. I `,ot present in boring hole � _ � Not pre:;ent in borin� hole __�__ � '�lottle<i soil: I ��ottled soil: /1 � . Observed at � `�' _ ft�:t of depth. �bserved at __ � feet of depth. :Iot present in borin� nole __'_ �1ot }�res��nt in borin� hole — i 1 Obs�rvations and cor,3nents: Observations and cc;Tiur,•�nts: � � - PERCOLATICN '�'6ST SHfiRT - I 23.�� j� ` \ r Z _ [)atelesthulcw�� E;:cE,ucd ��/� L�_ le.l h��{t Ic.c�t�nn_ __ __Y',�`� �� Flole 1 ---' � ! inche� (�i�meter uf hnlr. _ � -_— --_--- ------- ��he� ' j�:'�U� nl hult b��ltuin: --- .Z-- -, ' ,�il l)�� Ir��m lc�t holc: i ' �oil Icslurr: •.oil cnl��r , r .�h .i,. .�r• p �� C'.Jx�� .1� ��-Z�� ,{�./�a.t,l �` ,__, � ` �.1._/� __ _ -- C"Y - -- . � •<r�t•;un �idt�v�li. _ �.LLI-1_----- 1)�(�th u1 F�ca��tt gl�v�l ii� Lul:um uf I�n!� - �----.-- inchei �,l�l��u� ul . B !i.,i, .,i„1 I.,�ur ��t initial w�tcr l:U�n},�,LLL�t-I�M l)cpth of initial w�ter(iUinp,;- /Z ��-- - •!,��e t�� le l�ottom �t,th�,d u�c�f to mainuin 1="of��r de��th in hole ior� hoN1�+�L.��-�=��.--�v�- � / 1�ecculaliun Irst ,l.�rt� .1 .,� _.� l�rr�/ �nnl. 1'cn��i�tiun te>t c�n.fuc;ed b)':�_-��----- ------- -- -�p �y---- in.hc� �J�2 L/ ! � \1.�.iu�um w�lcr iloFrih �!�uvc l��Ic buttu:n dunng�tyt:._�_ --- --- ' `1,'AT[ f� VlAl! f1 I'i:11c. t�l,1( :C^.Cf`.�;.; IN1F_N`'7l �YnT!'R V�,c�� U�iCUf' (:q�CUlAll.�f� I IMF=. i,L11NUTL '�) ULf'T11 �¢i�i.ti.�i�) (clocln�ul) 1'i5r Qi — -------- —— _� , __--- -- — � - ----- -— - 3� . �,�c�- ( 7 �Sn ;,�: ,� � �� , :.,Fir �� ii:.ni ' ,��.,,, � �:� ' 3Cy . �_��Co �. . �/L l,�i y. .._ ;i,.. , ' _ '.16..t9 � �r3� - - - -- — - - �s , _---- — - - — — - — _ _ _ , a. � U � l-�� _. l$-`�r� �/ 11 L! !l L C. i �j )J _ /� .3 � � � i �,.,i � . �. � .�� i � "� y't5:al '� - _ �� . . �$ . l. .�. ... !_(�3_ ��',., .�� c� � ::). -. - --- ---- - --- - ' -----� . _ _. -- - - ----- - �4 C , �� 1 i� i. / �� i - G ` ..A_.� � (p �Cl ... �/L q - " � �/' �(v � � ' '� c •i�.- . �„�f��i• f�t �<< �. � � /o.�'l � _ � _�_ t-i.. _�._.._ _ 1 -� ._ ---.. ��«::�..,�,_—___ _ I 7rt6_�t �/o �o � � ��. -L- _--- ------ -- -- - ----- 3Q �L� .�. � I� i � �i � o .� `f-��l�v __/_q��G� - l , ti � _ �`►,.,,; ��..`,,..':�� '.�� _ -- �,�: 5 �' _ ___ . � % �Z- �<< � �� . � . -_ .. . ._. _ � "__ .3G _ �i5 � I,; 9'�°_ 'l� � I�� .�v �-� ��Z � //,.Z � � t tn,; - �t;�<�„�,�? ' � .; S8_ 5l ' 1/y�-- ` ' , ' - - - - --_ - - __. . --- --- �� i � _ _ - -- - --- -- - - - - �� 11!�6= E3 - - -- � �ti,� u�',�;�� ''� �r.�.. I _ -_ __ . __ �i, �,�, ------- - -- - --- - -- - g�d.JS . _ .. -- - - - - -- -- - - G � �< � � �� . . . _ _ .� - - _ i �f �1,� lir,ni �,icc�i• �•i ii� 13t6-,61 � _ <<,�. ,,.,.�� __ 1,8: fa . _ _ _. . --- - -- _ - - , _ - � �/N/� " , � ` H I ' I l ; I - _ _ . _ . . _ .- . __ . . -._ �-- - � --- -- �Itt.t�. I >l<,�I�^ I'f�.K'" --- 1J� :9� (I , ,l� � ______._-__ - ---._'_' .__. ' Trn Prrccnl Calcula�iu�� ' --- --- - ----- - --- ------ __ ___----- - � 1.: ,U � � � . �� ; �. 3, � ,us� _ .�e:� � 7��;� �-z�_ _ �,,5 . 7 � ., - � �,c� " __�- - - T...��v ,:r�r�r, �::....��...� u :TRrl, � __. i .. ,. ., �r..�, n r� �:..:..u.:,-.v ,.i`.ctrc - -�-' /�p � . . �� .. �� . _ �i�_ . „ �„ .. � -- --- �.— ---._ .._ - S'..�..11...��M-�..P11 CT. .". ..._ii..� N ..r i c� —•-- - --------------------- ---- -- - ---------------------- - � � � �--+t_`_! - �) ,g �� ; . •• ---- �- '2�;.� ��.`� 2_� `� i._.,...� .. ..r-r.r�- ...,..��. . .; :r-r,i�� . .. .. ., ,� ..r .•r�r. ......��. ., .. ..�-."ttir: I � �� „ _ f r �_ �• .ii, ir .ri�rt �. �� ......ii. . .��r-i�� " -,------- - ---�� ----- --- - -_-___—- -------- C p � l-�--'-t;�� 2� ---- ��.�. _ r... l;^11 ..r �'r:n .,,...u. _� :� .:rr-�:r�r - --- i .. „�. ,. ..r � i ,. ...,..tt.�,-a� ..rt-ri:^ , .w. � ��U „ u.�� lJ'� v ,�..�ll..� M.,f I-(:Tt ` � .� � - - -- --_.. . � �. ..i�. .� w ..f i'1'L: - � --- _ ---------'------- �_---.'_ -----".--- - „ ---,��1�.�� .�� li ��t ��I t�ux�>•, �r. l.��t)U� ;!�.�� 11��i hutluni ri�.rn:,. i U�un �.�I�u .�ru.t1��r ru.��Lr�c� tl , , . �. �:�ii';.e�• i; ��c�u,�l c�r '.rn.�ll��r Ih.ln bnllU��1 iiu�nl��l, t�vuf:��u lhu llii�i�� nur��f: 1uf "��r ��urt r.�l��. . - PERCOL�TION T85T SHfiF3T - Tcst hole location�3�5 �n .�� }iole Jf / Uatc tes!hule wav pre�+arcd:_ �� ! � !%�pth �f hole b�ttom: �� inchev (� . � Diametcr of hale: �nches Sc�il Uat.� from tcsl hole: .�.F^+h, r. ',r- �oil lcxture: r�l color D .. 1�__ _._ �� _-C�� }c�__ %c �/2 Z/ / �1�•thod of r.cratct�inR aidewall: G.LX Depth of pea size Epravel in bottom of hole: � inchee i)atc xnd hour of initial water filling:,�' Z�(y�T i++f?M Depth of initial wat�r filling;_f L abovc hole boltom t�tethod u�ed to maintain 12'"o er de th in hole for 4 h�fir�• �..�c'�'�lc� `j��,.� Fercol�tio� test conducted by; , c� Percolation test staned at_� (�r /pm). �1�xirnum water depth above hole bottom durinR t�sh � inche� :�/ 2 Z� <�) INTT=RVAL WATER WATER WATER pERC RATE Conversion5 TIMc (MINUTE.`'>) DEPTH DROP DRUP CALCULATION (trnction) (decimnl) 1!16=.OS I � .� .{ + �'rnRr � .3i? _ ��U � .SF, � ^ 1i8=.13 - --- I 9,�-� � ` / �-- ---��__ _ I,�� --- --- --r_�__ I L�1ML� � I��KUI� i•�._� ..-!' __ _____ c �_...._._._ '._._ '__ ________ (��cimnl) 3,��_.19 �/ �� NfPIf.�L } '------ - — ---'-------- �_'-� --�U-- � �`/ f '3/ �, �� --�" ��l j��. � � 114..25 � -/�--- - -�--- I-[MF ' [?3tUt�! -YliitC (._____..__. - I `- .L . --'---- --------- (CJccimnlj 516=.31 , /.O_�. R[:F1LL _�_' / , / �6�=L ---�'- -�_�;� / ��, � :3 0___i,�y � 7 c a-e_.�s ,.�.. ---- -- --L---�'-- -�i��-- 'rrn�t: uxor �"�E:iic G3`E tz F F t c_t. __(�_ � ci2ss:.icnalL 7/t 5=.41 �G' I - � � � - � �� - - ---- --�-�r� _�__ils�._ l' la �--- T�Q1L 1}(n� ��p D --- -- - --- ��,m.,�> >,n:.s -- k i.r tt.z -------- L 9116_.56 ----- - --- rin�r- ' Tiuon -i�i=Fcc ._ ------ --- - — —_ I ---------- _ {i7�cimel� SJB=.� ---- rzra �t.L -------- _ F ----- ---- _ ��, � -i-cn��: ' i��ioc�� E�F=fcc 11/16=.69 --- ---- ---- --- _ _'.____ _____ (C�ccimwl) -- --- -. __ _ - _....__ ._. RFFILL �;Q_.)S - - ---- rnin�% i w � ---------- - "I'I M I: ' ----- - - - - -- ---- �_��zc>r> i�1 F1:�= 15'16_91 -- - ------- --- --------- ----_-_— co��,.r,,.�� _ Ki r�t.t_ --,- --- - 7i8=.E8 - ------- - H -. ___ _" .____ _____' "1-IMf�= � I�KUI' 1'J.fcC�.' __ • ------__ 15 "=.94 _�. __________ (I�)�c:�mwl) __ __ Ten Pcrccnt Calculation " (t , �t ,C �/ � E3,C ,[] / J' �r ._:.,-K.-..-�a�:.r;z�r- �.:.-Trl.�„Z- '' — r rk�.. �> r� �� - ' � �1 .,.�TTl7'T�� ..:��.-.�x;�r- x c�.t� r.�, -- (_i , 1.i , r C wTr'��'7T�T�7rt-n x o.i.. � r..-�. -..`�'r�p_-r-,r.� z;t„�".:�-�-z-r,�.:' b" � - �.. E'� - - ' � �r-kr..�.:;z-T,�-y- �.��r.�,. .. .. �-t-,-� . -..�;. .-��1r'z-��. . �.�,� _ t, .7� - -- ' -- � � �.„�r.��r r;rr. x �,.�� _ E- f G — I I +- I�7 �'EI ),S�. � `'/1 �, � ' G,t� .._•�.. .:T-rTt: `S��7��:=�. �.'�'__Tj-� --�-.-_� - _ r..�-.a IT.. -1r^ J,/ ' Ft'' �'F7�7� r..11.-.a X..TT'7.. --_ :.::i i.....--u..-r'r•.rr; R ,,.��. _ �_ �� , �,� — -_ ____� S.�rr.��Trr:T� �,_,�. _ ' If t��. toF� r;i�mt�vr in .tiach snt ot boxes is I:�rg�r than tho bottom numbr�r tt�on takc� an�ttic�r rv;�din_y. If rh�� „�� r,i,r.�!>��r �s �jqual or sm�ll�r than bottom numbor, avEjrag�� th�� tt,r�» rii�mbcr�s 1ur tr,�, F�c,c rat�3. .---- ------____ ____ . _ _ _� ' I �� .; 1�� i..�; r.� �� l� ►� �1�,�9 �_ �� a -_____ , ��ZvNo, /r�ti-� -- �, I I ! ��v�Q �� `'�- � _� �___ _ / ,��,'�� iZ � ��°/-3r e� � 3', � , � � ' � 1� �� 3�� '� � .� / •� ,� �� ,` 7 ►1 c'p� ,'f') " �y � � � -___---- `� � T�' '� ��. .�-m� 3�;,. � � ,' , i� ,, 5�.�..Q — _ z 1��.,,r i � � � � j� ��X � S � �, ��,� , ��, .� ��, �+ -- ____ __ - __ _ .. �� . --_.3� � ��. � __ __- � � �.- r �` �' `, -- : , � , _ . Z-3 � /`, , `--- .3 �( ��'�' � ��j _-�—_�. � ��= `� J � -`'- �.I � - �7``.�"" � - -3`�Icc'_---- 3 � L � ,./� � � ��3 `� ,� �' ��, Z �a , "� � �,� �; � , � �-1 —� � � �, � -��111N� �� '_"..�.. _..�.��._____'"_"_."__ ��_.�_.'__'_��li+..'A..��.�w..�....w�w.�� rv� � CIT'�'OF ORONO Date �ADDRESS Connected to , CODE SGPTIC SYSTEh1 INVENTORY CARD Municipal Ser.er ! Address � �7� �EV/N �f1 N E Property I.D. 3 - 11�" Z 3 Z z �Q Z� 4^IE LL DATA �Standard trench 4 I ( ❑ Mound LOT �Q � rn Sys tem t ype ❑ O ther Le9a l Description T/Jt= /l l��/'cFY'� � ,, p � ` I L Pcrmit No. 7 � Datc ol permit �y'�� - �O Instailer l�/�L V /�J � a� p - _Z_._ / � - v I n No. �edrooms C,��qo � � I E3uilding type r'�-�/D(.3�)G� or GPD _y_�2 _Laundry�'�' Dishwasher__�___ Disposal_ (� �' C = � o 0 E a SEPTIC TANKS: Materiol P2E('�:T �o•'uG, Capacity 1) _ /Q('� 2) �QQ�__ ° rL � � 0 a � Proper outict and inlet ��C Daffles �'G,M._C L�1S S Liquid depth to RO Ir.vcl y �-� � � � > �I �' o ; / � Height of tank bottom above water table _(�r Distance to nearest building _�� _ O '� E -��- v� � DRAINFIELD: Total lenqth o( Ilnes --�-�-3 Number of Ilnes J Tronch width � � ' i 3 � _ � Tut�l (reatment area (sq. ft.l Q�� Height o(drainfield above watr,r table � �� .1— /1 „ � •- (� Type o� filter material L ��`�- Soil type �0<1/'Y1 R � \�5 � � v � // (� `7 C C "- // - I�istance from ncarest bldc�. _->� *Tile size_�f'��L Perc rate / / -� / rnin/in o � a r_ v Y U � il �1 �1 / !1 U n Ucpth of fill ovef drain(ield �y �� Dep;h oF rock over tile z under tile F� - 1� � a " � E c = m O a U � _. �--'---..._....r-.-....--�a.nnnr-ns.r�-�•ar. LOCn1lON INSPECTION AECORO PUMPOUT RECOf7D SKETCH DATE COMPIIANCE Dl1TE Gl1LLONS /z-�g-� --1.vs7-��%-�oiu l 7-9D �CL�� j-3 O• tS`1 �_�L S v c�ri��r v e� � — — �-'Il�`�-� - � —C9L'� —� Z-L�� ,2 �„- L, - --��"P � _. �'�3.L�a i� " _–�—_ �31-�L- �� - Prn� _�.— - �e. �"�}a� Include: 1) Well location — 2) Distance (rom house t septic tanks,disL box and drain(ield ''- CONFORMING S -SUE3STl1NDARD N -- NONCONFORRIING 3) North arrow and road . ��J ` L � 2 � i � � � '` � ' � � _ W � � � ^� , � ,� � J r� / ' � ' !— � i � � - _� J `� j � v ; 11 �I7'S'� I (I \� O 3�� I � �i � � � � �� 6' � .� . �� 3 � � �,,,,�„ , N �- , � � '��,�'� `/9 �' R � �r` '� � �.r ; ) � � � � �� „ �� 5--�,�„ ; � � � i � � , 'I , , U �i , �, � � �\ � > � "c� � '�'` ' �0 „ r�3� i � � \� � 3 */L� \ ' , �� •�' rlo � � ` i � ? � � i � / � � � j I , �_ - � - - -- - J ' ' �� J , ` L('�in�AL•C T�iT:Jf� _ _ � . ! � r�b � � � � � 8` � � - �,� � � � � � , � � � � � � �.` v � � 1� ✓` \ ��, � � �� ` �� J �� . � � ` � � �> ;� � � . � � � i' • f, v �� r. �1 J 1 ( ' l