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Home My WebLink About1996-008330 - new septic system � PERMIT � , t;ITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 Permit Number: ' '��'•-y' �� Crystal Bay, Minnesota 55323 `}{''=�� (612)473-7357 Date Issued: ��y,=�;{.r�,j=1F, SITE ADDRESS: �75 =�if:=`;�EX i�:IR J� F'. I . !�. � tj�.-111—:�:;—=:�=—i�c:��:=, DESCRIPTION: '_��41�t' °� 41�tt•�:i' F`Yi'ri4i�• —I y�� f��.W '_�E�'�IC': '_�Y:=:I� '=;�w�r °; ��1at.er W�:rk: Ty�� t",`�:=;IGt�tVC:� REMARKS: FEE SUMMARY: E:��: F�� ,i.t:y. iyt; '��Ut'Crs•�ti'°�� ------ �_.�i�i T��•�l �e� +�1t;rCi .�,ii CONTRACTOR: — ��. z c��-�+. — OWNER: t�:L��'J�'�: �i i L� i:4��11='�NY I hlt�: �7-.�:;71�� '��'=�1` �4�I;:�H�i E:l�!k i.''yt=, �,i�, :��t 1:=::�;�z �.:j� '��Pi�F�::��+F�E� t�#r� �S::7'�f i�l�3 iC�J�_� ��t�l ��,�,�� f F�1 '_' ) i;?:=�-7 f�,,�i TF•'s,E €_ftt�[,;F;�:��Tt.��`�� i—#E.��'�.Y ��.t��_.�'�,T'=: !�`��t+j:.:�,::,j1:th,f ";�t_'t �f;��:;�' ?"�—?�' !�'E.�i�_ I"i�—'�f��.t'•.�'F:t��i�'�� :=�#_`;:��i�I�� i��i? H�F��i::'�� T�� r;;i=+ r�LL +..�1+'h�:' .�fita =��.I�s �.:��i�;r�.__.-�i�ji_:� +:a;�i w �.��j_ !,T�;�' :��' L I�,i�.'1��t:�!_I ��.�I�1 j�'.!f;'�{t_:�� #=t��l�.� _�I f=�T� 3 j� t�t�;i�`v�'=:f_,iT�—� i-;i_!�,# �I T(�,�t� t:I�i�;F .,�—�'�(.�'s;�.�;i-:`,�_i'.;T:,; . � �t.tM � /1T/`ti'.. APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE � CITY OF ORONO S�PTICSYSTEMPERIVIITAPPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, I�i�i 1 55323 --� ,�; JOB STTE ADDRESS: �� ¢�� % - Occupancy Type: Residential � Commercial Other Permit Type: New or Replacement System, $100.00 "_�`� Repair E�cisting System, $ 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees , � ^ � � (%�I�v� Phone Number: Owner s Name: ��' �:<,�� , c-� Nlailing Address: City: �� Contractor's Name: �_: ,�� " PhoneNumber: �/ � ''-,' ' ' �l ��' Mailing Address: — City: 7�p� DO NOT MAII. PAYMENT WITH THIS APPLICATION GEiVERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holding MPCA Installer Certificate shall be present during inspections: A 24 hour notice is required for all inspections. .. � NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installing the following: n A. Tanks: '} Precast Concrete Other Manufacturer O�r-�c=<<Sfi ��w�, Tank Capacities: 1) 1 �ct;' gal. 2) e?�� gal. 3) � �'�.�- gal. B. Pump Station (if required) Pump make & model (attach pump curve & � literature); system design requires �.�` gpm at _� ? feet of head. �� r � Hi�h water alarm make & model ',-z�z��. _ _ Outside electrical work to be completed by installer electrician �� other Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. � Mound Depth of rock below pipe " Rock bed dimensions �f�J 'x �� '� ' Drop Boxes Sand bed dimensions �it'x I,''% ' Distribution Box Pressure Dist. Pipe Diam. i ' ', " Maniford Pipe Diam. `_ " D. Final Cover/Topsoil to be: � bonowed from site (show location on site plan) trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. > �� . � Date: ��- � �, SignatureofApplicant: ,;'�,�c�-,%- �� ""'�' � ` �- MPCA Certification No.: Staff Review: Appro al Denial Reviewer: �= �/.��", '%�� Date: ��_ Reason for Denial• �M....�.... _++7 ' � • I � � : � �-1� �'�S�'�1'��, IN�. • 951 KATYOID LANE ' � � � • ; � ST. MICHAEL, MN 55376 , 497-3566 , �. , ; � Steven B., SChirmers �. : � � , July 19 , 1989 Nina Wildman Property �?,� Lot 2, Blk. 2, Fox Bend ��,,�`y� �✓/� Orono, Henn. Co. , Mn • , This system is Designed for a Type 1, four bedroom home and in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . ' The soils on this site are typical of SCS soils mapped - LrB - Lester � loam. � seasonally high water table was located at the surface, 6" , 8" , 12" & 30" , (mottled soil) . This site has been excavated. Assuming mottled soil at 12" , percolation tests indicate the soil is not " compacted. This is the ohly area available for On-Site Sewage treatment. Due to� the seasonally high water table, a pressurized mound system will need to be installed. The bottom of the rock bed must be located at least �3 ' above the seasonally high water table. The soils at a depth of 1.8" have a percolation rate averaging 31.7 min/inch and are adequate• for treating septic effluent. � A pumping chamber will ne�ed to be installed to lift the effluent to the treatment area. The manifold and supply line pi:pe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fi11 material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work: � '" The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a ligh� and sound device, this. is in case of a pump failure. (Mercury floats are a good method) . � All neighbort.ng wells are located more than 100 ' away from the propo:�:�:9 treatment area. . � Keep all heavy equipment off of� the proposed treatment area before and after construction as much as possible. The treatment area should be marked off before� construction. �- , • � , • � � Soil and Percolation Teata CONT'D �, � � Septic Syatem Deaign � s , . , i • y . � � � With proper i"nstallation and maintenance, this system should have no problem in treating septic ef.fluent effectively. Recommend to pump the septic .tank every year if there is only' 1 tank & every 2 years if there are 2 tanks. . i �T /� ' . �.j`_.. c.-- ,� • '� Steven B. Schirmers � ��J SBS/ds � . :�, ' , . — ---- --- ---------------- - -- -- -------------- — --- --- -- ----- -- -- -------- - , — — --- — — ;�5.:£P �'tLL .�(.E�C4'Y E.^�,'P:-�,��:T oFF of' ;HE '"fr.0 i MF,t,'T � • . � - � I . x _I � /RR6AS ��'OR A:VA f��7',�/L GoNSr/z:/GT/oN '� .�. �st� .. + , � � � . . � ! I , _ _ _---�� _ I � . .,t� � ' � ' � . . I � � FS��1.-�l..iS �'")'T�»Y_a.1 t 1 l I J � ' �O'�"R_F-17 < ��-,(�� . _ Wi-'rL1�1�� - . - � �oPc�� x � . . - . . . . .. ._ . `..\ -_ - - - - - 1-}G�s+L�- � : _ _- '�� 97�z ., ' . � �t `��Pe.cPos�v . � . • - , • , �, w�� 1 . . ... . . . . . . . . . . . - • ' � - - - - • - - � . . . . _ . . " - . . S� . I 1� - - - I . � 97/,z-, —� — — yZo•7�-. . . . - � _ � - I l o , - - �� sa• 3�� ,,� . . \; � r� _K� _ __:._1� - - . �. -. � #i � _�u-��— � - ; �-+�5�`-f�'��`�. �— — . I aTi�3 �XPA�-�Stor4 _ _ � • � � �4g��- � � ' � / . .� . : � � � X�`� 1 // h; , � - � � " �o �. ! � � � , . % � � � 9G9,z q?s.: � �` - � � za� �=o� #� ��a 9GS.G �� . � ;-� . � ,� ,, v� + io2` � '�3 �a� _1 -.�✓�.� O � ,-, --'l � � i � . . . � p" '. ' P�opos�a , '��! L P�r:o�'�!;on Tests Sca,e� /''=Yo' � T(z-F=+�TI�E+-kT . X$�ii 6or:-�gs i-! �— — —— — .� t �PrL�!} ' �.� �� . � �B-c.�t: Mork , , !. - �"^\ .';;9.G� . . Y . . . ��f3 � • '' . .N�te- Th�s sys!-rn �s to be cuns�ructed to m�t � \; � �y 9G8.A x .i t ti , � , I 3a' {� . • � � � ' ' , � . Chapter ' 70 c�.0 ,�& Loca 1 AOrd 'lnance M' 27' 3. ' #5�+,.'�q �� ' . � �}'1 P t.►� f � ' ----�..�---� I � _ . . . . ' . � �+ 5�. ' • L�RmC� • � . / . . . .. Q��,p� � � • / , Che�k all underground utilitie.s �\ � � �� ' . . i I � \ Pi;°cRTY OF:_(NI� �111�1 �iC'OP�JlT� b � ,�\ 9C8,X-, %'j'' I 968.3 ., �� T13M /STor� oFCvcvFxT �.oT�C6L�G._ �1. G&' ` '� � Y, � '�X S3__. .�_ �\ jo�. � 30� �> r,,-,, up��,� /L�'E�G�T rF ;.E. F`�ci�w'„ 020�(!O M/111 NEN�J. GO, � �—�"'� c c rr N�,� n F 1'N/.`. c.or �- � •_ � �-, � ..t oN NORTH .Sip� o� Fo�' �,,; � sr E�. - 9ss.o� '$� S-P TEST/Nv Il'lC.� , 1 9et z oey;�� sY� 7�„�..�„ ,"1�.��_�.�.�.,�--- � ��TBM . -23s•_ , . Co'"'�ixi�� PH.6:2-497-3506 �. 3 , • _ - a - . � u:�c •.�,r, ._ t.�Y�tH c�r �.4 �, � . � O u - ��:!-1'n . �'�'�A�-'SS�..:m G � , ` . - N 1 Q, Scn t_ A T`�.� � • . ----- ��L-t^R.�J � � � - � � 0 S � T _ /D�J�S.��P�oc..+F 'Vf�o ]' �I I ' �' ` . . � , � v t - . 5� _. � ___ � ' .. �uj' '.� � _ '�_�_�t�- p � �c� cF" <ar,yo ! � � � � - 45c�'- ` �.�o�� , vuJ .� �„�- -a��.� u.a, N�.�1 . -- .--- �� 't, ,1C,�lo9.�_�/y,� . ?a� n, * � `-� a g� •-�..i-c r� vt�� 1�D��D SCJaUF� ~-- - ' . � � � / SET- BACKS - io 1 Co N u.� - S� �_� a��—� t..�� - - - - _ 1�OUSE_ . . System must he� - - . . . . . . - - - . - . . � • • , - - - - Tcr,k a�` irom preperty lir,es x=Y�-"�� c.`-a ��-S'��_ r��}'` . . . . - �' (rom wel!s - - � - . . . • . • .� trom�b'Cos. ��, � ' , we-cua,-�� . • � u„ . - T,•eo!ment crea = fran IcRes , �s+reQrr+s , � � � � ' � . � Treotment oreo �2 `rom property iines " NOTE�Po�.ver supp!y ond switches m,st be Ioca�ed in a . _ _ . . _ . . . _ _ _ . . . . MANI�D�ES mr�x.L'-t�" �� ,+rom we'.is wea'�er proof enc�osure outs�e �~e pumping chom�r and monhole . . . � �ALC FicL - ?c7 �'rOm b;C�gs. r -, .�'fram trees SO�L BCRIR'G EI.EVATIQNS � � i � r _ �. . ". � .. I�� min. ' . . c -_______ � . TH�I �1..-��1.3 -�i 1'��-�6�s.s � � i �'�d�a.s� !(1� a TH.�2 FL.312� • � � �; qrode a /o Tonk :; TH�3 EL.-9�.`► Tank �•i PRESSURE D�STR�BUTION MOUND SYSTEM _G�op !o Tank TH;"4 EL-.��1•(0 . � At,in. l��io 8� �Pumping � o�� ,�.�=j'�,� -�' = �� THiS EL.-31.�•� � Nox.l�fo4� � ��P S'i��S SN�AL.�oc�J Chomber E�EVATIO'V ot. PR0?OSED PL'NP!NG CHAVBER-3z� , 4�10 6��dia.p�ae . . � - � �;��-. -�oP cF �L��r .c SYSTEM DES!GN -MOUND • " SL�� - q � � ,o � . I TYPE-�, � BEDROOM , Average percoiation rote �2 min./inch (design.83 sq.ft Treolment area �:r gal, of daily sewoge flow) . .��goi./day x.83sq.ft/gol.�5�sq.ff.of 1reolmenf oreo +10%=514�sq.ft. (.= IOft,w+dth= ss it.tength of bed area +side slope run�to I x�heigh�=�_ft.x '-�_ft.(aw�n•area needed) � qean rock needed- 5�-125q.ft.treotment orea x /.o deplhof rock=��Lcu.ft=27=alcu.yds(3/4�io 21/��dia. ,indudes 2��of rock above pipe) � � � C1eon sand fill below rock needed��a.yds. opprox. , sondy bom bock fill �S a.yds.opprox., �opsoil 6��cu.yd. '�v�• ��_��=�� - a.y . Number of ianks required � , Ist 1anklQ�v gol. �2nd1�klt2QQgal.rr�nin�ns P��s P�-.��zP��...� c-t�-�a��w��f t_1D_ "CO Aao ?.o .o -To -r'beso��-ce•� +��c_v�"�� s�.o�=�.s?c�o��t�: Pumping chamber capocity- 25% of dai!y sewage fbw of�?Q,gal.= � o gol.+reserve sfange of 150gr:1/B�.��gal.+pipe bock dro�noge— pROPERTY OF:Ys!�z�Mn+-s c�c�=�"r of_L�gol./IOO lin,ft,o�..�r dia. supply pipe, lin.ft.needed�_� '?� gal.i manifold�gal./�001iRft of.�~dro.pipe,lin.ft.needed� ,�_gol. ��.-� a ,�,�1�a . �p x Q�r�n iotal capocity needed�g D gol.(Plus area for pump) u�r� r�„r,, ao a�,►.�y�_ � � � � G�-c N o r�i� . !-��-t-��-� . C o - Disfribution pipe �l�a�d�a. � ��lirt ft��dio. perfwotions��oport - Pump size 1�h0. (pumpaWe copacify 13�go1.4qcles/day) u s��o a 3� F+�pc �e�s�_ ��.�,�Au r +-t o �.,t ._ )T�r. . $—P TEST/NG / . . •- Note� When cons�ructing bed � � this oreo sh0ub be shoped Note= Oistonce trom treotment oreo b ne�qhbor�ng wens— I �f;�,� � . l.J,��1ti.,�, L-�t-�Tt�e- -C�-1�4 s..l i Dc� � Designed 9y�� . _ to divert run=otf trom enterinq treotment o�ea. � DOte:2/�p/�� pH, 6i2-497-3566 � � L-13 �CERTIFICATION # 00627 �, Loqs of Soil Borinqs �'•• Location or Project_ Wildman Property, Lot •28��ox Bend,. Orono Boririqs made by S-P Testinq, Inc . Steve Schirmers Date 6-19-89 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number '� 1 . Depth, Boring number 2 in . in feet Surface elevation 971. 3 feet Surface elevation 970.8 � �0 � . p - � Topsoil• brown loam Topsoil brown loam 1 � 0 -; 1 '-MOTTLING 1 _ 0 - 1' -MOTTLING Rusty ;olive brown loam , 2 - . 2 - 1' _ 3 ' � 3 - 3 _ � Rusty olive brown Rusty, olive gray loam � loam . ' 4 - 4 - 3 ' - 4-1/2' ' Rusty olive brown 5 ^ sandy loam 5 ' • 6 - �. 4-1/2,' '- 6 ' 6 - 1 � 6 � 7 - . 7 - 8 ^ , 8 - :�. �nd of boring at � 6 � feet. End of boring at 6 � feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, hours •after boring. � hours after boring. Not present in hole X . Not present in hole X Mottled soil : ' Mottled soil : � Observed at 1� `' � ' Observed at 1� feet of depth. ---.== �eet�. of depth. Not present in; hole � . Not present in hole . Comments: � , ; , Comments: . i L-13 �CERTIrICATION # 00627 Loqs of Soil Borin s ' . Location or Project Wildman Propertv, Lot �2, lFox Bend,. Orono Borii�igs m�de by S-P Testina, Inc. Steve Schirmers Date 6-19-89 Classifiction SystPm: AASfIU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number ' 3 Depth, Boring number 4 in � ' . 969 .9 ln 969.8 feet Sur£ace elevation feet Surface elevation � • � Topsoil brown loam � Topsoil brown loam 0 . - 6"-MOTTLING 0 - 8"-MOTTLING 1 ^ Rusty olive �brown 1 loam � � Rusty olive brown . 2 _ � ' 2 _ loam 6�� - 2-1/�2' � : 3 - ' 3 _ . i Rusty olive :gray � loam • - � _ 2=1/2 ' - 4 ' . Rusty ��gray si•lty 4 8" - 4 ' 2" loam — 4 ' - 4 ' 10" Rusty olive gray 5 - 5 _ loam Ruty gray loam 4 ' 10" - 6 ' 4 � 2�� _ 6 � 6 - ;. 6 - 7 - � 7 - � 8 " , . 8 - :�. End of boring at 6 ' feet.� End of boring at 6 ' feet. Standing water table: � Standing water table: present at feet of �depth, present at feet of depth, hours after boring. � hours after boring. Not present in hole X � . Not present in hole X . Mottl�d soil : ' Mottled soil : Observed at 61 � �� of clepth. � Observed at 8" .f.�;� of depth. Not present in ,hole . Not present in hole . Comments: �' . Comments : � . . 'J...J.J CERTIFICATION # 00627 Loqs of Soil Borinqs •• Location or Project Wildman Property, Lot 1l2��F�ox Bend, Orono Borings made by S-P Testinq� , Inc. Steve Schirmers _ Date 6-19-89 Classifiction System: �AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 5 Depth, Boring number 6 in � • in feet Surface elevation 969 . 8 feet Surface elevation 968.5 � 0 - 0 -�.. � MOTTLED' AT SURFACE Topsoil brown loam EXCAVATED 1 � �. 1 "' 0 - 1 ' 4" � .� _ .� Brown sandy loam , 1 ' 4" - 1' 10" 2 - Rusty olive brown 2 - Brown loam loam : , 1' 10" - 2-1/2 '-MOTTLIN 3 - , 3 - i ' 4 - , ', 4 - Rusty olive brown 0 - 4-1/2 ' ' loam 5 _ Rusty olive gray 5 _ loam , 6 - �. 4-1/2 ' - 6 ' ' 6 _ 2-1/2 ' - 6' 7 - 7 - 8 � O '� :w Fnd of boring at 6 ' feet. End of boring at 6 ' fe�t. Standing water table: : Standing water table: present at feet of depth, present at feet of depth, � hours •after boring. hours after boring. Not present in hoTe X ' � Not present in hole X . Mottled soil : MOTTLED AT 3URFACE Mottled soil : � . , . Observed at � • geet of d�Pth. Observed at 2-1/2 ' feet of depth. Not present in hole ' . Not present in hole . ��. Camments: , � . ,', ' . � Comments : , . , . • r � , ' ; • , .� ' . . CERT.#00627 � � . � PERCOLATION TEST DATA SHEET � . . � a.m. �• Pe�colationtestreadingsmadeb S--P� Testing, InC. o„ 6-20-$9 startinga� 12 :25 p.m, � � �I�.�� ,,.� Test hole location Lot !2 . ox Bend, OronpHole number 1 ,Date hole was preparecL 6-19-89 . Depth of hole botco►� 18 �inches.,Diameter of holP 6 �nches Suil data from test hole: ' Depth,inchcs • Soil texture 0 - 12" , Topsoil brow�� loam 12" —18" � Rusty olive brown loam �. � Method of scrutching sidewal�: Kn i f e . � llepth of gravel in bottom of hole 2 �nShes �' 6-19-89 4 •OOpm 12 Uate and hour of initial water tilling ,Depth of initial wuter Fllin,g inches ubove hole bouum ---�� Metliai used to maintain at least 12 inches of water depth in hole for at least 4 hour� Automatic s iphon • �Maximum water depth above hole bottom during tes� 6 inches .J � Time' . Percolation ' Time interval, Meusurement. Dtup in water rate, ltemarks � minutes � inches level,inches minutes per inch 12: 10 pref i 11 6 12 : 25 12: 55 � " 3/4 40.0 30 min 1: 06 1: 36 " " �' " " " 1: 37 2:07 ' , " " " " " , ' �:� -. t . . � }'crculation rute � ��minutes per inch. � � , ; : ':;;. , . , . , ; � . CERT. #00627 ' , r..�--- . ' PERCOLATION TEST DATA SHEET • � � : -,. S-P Testin Inc. �'m' ' Percolation test readings made by o� 6-2 0-8 9 ��ng a� 12 :2 6 ,r'� Lot 42� �Fox`ZBend, Oron� 2 r�� 6-19-89 Test hole locatiu� � ole number ,Date hole was prepare� - Depth uf hole buttom 18 inches,Diameter of holP 6 inches Soil data from trst hole: ' � Depth,inches . �. Suil texture 0 — 1?" Toosoil brown loa�� 12" - 18" , Rusty olive brown loa�► 1 Methcx!of scratching sidewalt Kni f e � 2 • Depth of gravcl in bottom of hole inches Dateandhuurol'initialwatcrfillin 6-19-89 �•RO�m . 12 g . ept o init�al water fillin inches alwve hule bottum Methoc!used to maintain at least 12 inchcs of water depth in hole for at least 4 hour� AutomatiC s iphon � , .Maximum water depth above hole(wttom during tes� 6 inches � � Timc Perculution ' Time interval, Measurement, Drop in water rute� Remarks minutes inches level.inches 'minutes per inch 12 : 10 prefi'll 6 12 : 26 12: 56 � � " 7/16 68. 6 30 min 1:0 5 1: 3 5 ' " ' " �^ �� 1: 3 8 2: 0 8 ' " '� �� • ' . � . �� Percolation rate = .6 8'6 �*;inutes pe�inch. . , . . . . CERT.#00627 � �. • , • ". PERCOLATION TEST DATA SH�ET �- . . , . � � � S–P Testing, Inc. �� 6-20-89 � 12;2� a.m. � Perrolation tbst readings made by:— �arting n� ' (3 .,,� ��., '�•� 7'est hole locatiun ,Lot �2 R �ox Bend, OronAole number 3 ,Date hole was prepare� 6-19-89 . . ie � 6 Depth of hole bottom �inches,Diameter of holP inches Soil datu from test hole: ' . Dcplh,in�hcx � • Suil texturc 0 — 6" � Topsoil brown loarn 6" — 18" �. Rusty olive brocan loarn ' � 1 • Knife � Method of scratchinb sidewall� • ' Depth of gravel in bottom of holP 2 �nches � �• ' 6-19-89 4: OOpm 12 Uatc and hour of initia!water�lling .Depth of initial water filling �nches above hole twttum — Mcthcxi used to maintain at least 12 inches of water depth in hole for at least 4 hou�- AutomatiC Si hon ' � � � ,Maximum water depth above hole bottom durinb tcs► 6 inches, , , Time . � Percolation ' Time interval�, Meusurement� Drop in wuter rate, Re�narks minutes � inches level�inches minutes per � inch 12 : 10 prefil . 6 12: 27 12 : 57 . m n 1:04 1:34 , :� 1. . � _. . � . i I . � .. . � .40.0 Percolation rate � minutes per inch. CERT.#00627 ' . � , ,_.--_ . � PERCOLATION TEST DATA SHEET � . . . , • • • . � �x. S—P. Testing, Inc. 6-20-89 12 : 28 ��;,� Percolation test readings made by � o� stariing a� , � i��.i Testholelocation Lot �2,��ox�end, Oron� 4 6-19-89 . , ole number ,Date hule was prepure�� Dcpth of hole bottom 18 inches,,Diameter of holc 6 inches Soil data from tcst hole: . Depth,inchcs . Soil texture 0 - 8" Topsoil brown loam 8" - 18" , �Rusty olive brown loam � Method of scr<<tching sidewal� Knife 2 • Depth of gravcl in bottom of holP �nches • � 6-19-89 : 4ti 0� 12 Dste und hour of initia!water fillin,� , epl �i�initial water filliqg inches above hole be�ttom •-�-- � � Methcxl used to maintain at least 12 inches of water depth in hole for at least 4 hourc Automatie s iphon � . 6 ��+ ..� � ,Maximum water depth:�twve hote bottom durinb tes� inches. Time � • Percolation ' Time interyal, Measurement, Drop in water rate� Remarks minutes inches level�inches minutes per inch 12 :10 . prefill 6 � � 12 : 28 12:58 " 2-13/16 10.7 30 min 1:03 1: 33 • " 2-11��16 11.2 " " 1:40 2:10 " 2-5/8 11.4 " " . � , . ; , � .. � 11.�. ' m Percolation r.ite = �� inutes pec inch. , � . ' • . � ,� , • e•: , . .� . • CERT.#00627 � ' .------ . PERCOLATION TEST DATA SHEET • . . , r .,� S—P Testing, Inc. 6-20-89 12;29 a.m. Percolation test readings made b �� starting a� �m�'`� [�1�•� ��u,�.i Test hole locutio� Lot �2, •ox Bend, OronoHole number 5 ,Dute hole was prepared 6-19-89 , 18 � 6 Depth of hole botto�+ �nches,Diameter of hole �nches Soil data from test hole: � � Depth,inches � � Suil texture 0 — 18" .. Excavated — Rusty olive brown loam ' � � Mettiud of scrtttrhing sidcwal�' Kni f e � Uepth of gravel in bottom of hole 2 inches .� 6-19-89 4: OOpm 12 � Datc and ho,ur of initial water fillinb .Depth of initial water filling �nches above hole bottum - �� Automatic siphon . Methcxi used to maintain at least 12 inches of water depth in hole for at least 4 hour� � .Maximum water depth above hole bottom durinb les� 6 �nches.J � Time � . Percolution ' Time interval, Measurement, Drop in water rate, I:emxrks minutes inches level.inches minutes per ' inch 12:10 prefill ' . 6 12: 29 12 :59 " 1-15/16 15.5 30 min 1:02 1:32 � , " 1-13/16 16.6 " " 1:41 2: 11 � " 1-11/16 17.8 " " � i , . � � .,�� .. Percolation rate = �16. 6 „,inutes per inch. , � . . ,. � ' � .. . , . CERT.#00627 • , , r....�-- . ' PE�tCOLATION TEST DATA SHEET • • . , . � ,,�� S—P Testing, Inc. 6-20-89 12: 30 a•r� Percol�tion iest readings made b on starting a - r�. '� � ��k.a ,��,., . Test hole locatio� Lot �.2, Fox Bend, OroAoHole number 6 �Date hule was prcpare�t 6-19-89 , � , 18 � 6 � Depth of hole bottom �nches,�Diameter of holP �nches : , , Soil data from test hole: � � Depth,inches : ; Suil texture , 0 — 16" ; Topsoil brown loam 16" — 18" � ' Brown sandy loam , . � , �. Methc�d of scrutching sidewall � Kn i f e . • Depth of gravel in bottom of holP 2 �nches � • Dste und hour of initial water fillin,g' 6-19—8 9��p�0��a1 water Cilling 12 �nches above hole botturn �.� � Automatic siphon . Method used to maintain at least 12 inches of water depth in hole for at least 4 hours , � .Maximum water depth above hole bottom Juring test 6 �nches.V �r Time Percolation ' Time interval� Measurement� Drop in water rate, Rcm;uks minutes , inches � levcl,inches minutes per inch 12:10 prefill � 6 � 12: 30 1: 00 � � " 2-1/8 14. 1 30 min :. 1:01 1: 31 � " " " " " 1:42 2:12 . " " " " " � i ' '� .. - ,:�; � . _ .. Percoludon rate = �-4•1 ; minutes pet inch: . • , • , ' . .�•...., • ,/ / DATE TIME CITY OF ORONO CALLED IN /�-Z 9 9� INSPECTION NOT CE �� SCHEDULED / o S� // 3 0 PERMIT NO. �j�C COMPLETED r� ADDRESS �� C��_l�� ' OWNER��'� CONTR. TELEPHONE NO. �'�1 5 _ Gl'S�� DESCRIPTION � �ip�Ly�� ' � 01 FOOTINO 11 MECHANICAL RI 18 EXCAV/GRADINQJFIWNO �Q 02 FRAMINO 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z pq yy,qLL gp. 12 WATER HOOK-UP 17 SITE INSPECTION Q = p5 FINAL 14 SEWER HOOK-UO 06 PROGRESS � 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT v W 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBINCi RI SEPTIC FIN 35 HARD COVER REMOVAL � 10 PLUMBIN�FINAL 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO I�ET YOU:_YES /�10 � � COMMENTS: "' � ` --' ` ^ � W � � � a j — O >. � O � W � Q � Z W � W � � d ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE W � ❑CORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOF REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C pHOTO TAKEN INSPECTOR WILL RETURN ❑GTATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContracto n Inspector. 6 ' �' ... ,�.�-� White Copyllnspector's File Canary CopylSite Notice V °� ��z� CITY OF ORONO CALLED IN � INSPECTION NOT E SCHEDULED � PERMIT NO. �3� COMPLETED ADDRESS OWNER CONTR. TELEPHONE NO. � DESCRIPTION /�� 01 FOOTINd 11 MEC ICAL RI 18 IXCAV/(iRADINCaIFlWNa �Q 02 FRAMINO 13 MECHANICAL FlNAL 19 LAI�SHORE/NIETLANDS Q 03 INSULATION 2M25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION e p5 FlNAL 14 SEWER HOOK-UO O6 PROQRESS ti v 07 DEM�SITE 27 SE 21 COMPLAINT � 07 DEMO—FlNAL SEPTIC I 22 FOLLOW-UP = 08 PLUMBINO RI 23 SEPTiC FlNAL 35 HARD COVER REMOVAL v 10 PWMBINO FlNAL 38 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO Y�ll:_ N9 � COMMENTS: � � h � O W a o — � � > � 0 � W � Q � 2 W � W � � d�WORKSATISFACTORY:PROCEED i=; PROJECTCOMPLETE W � ❑CORRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WOHK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT O CORRECT UNSAFE CONDITION WITMIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnedContract Inspector: White CopyAnspector's Fik Can�ry CapylSite Notke TE TIME V CITY OF ORONO CALLED w �� INSPECTION NOTICE SCHEDULED PERMIT N0. 33v COMPLETED ADDRESS � �� OWNER CONTR. TELEPHONE NO. � � DESCRIPTION��/�-S � 01 FOOTINQ 11 MECHANICAL RI 18 D(CAV/(iRADINQ/FIWNO �Q 02 FRAMINQ 13 MECFIANICAL FlNAL 191J11�SHOREIWETLANDS ,: Q 031NSULATION 24/25 WOOD BURNER/FIREPI.ACE 34 !�� Z pq Wqu,gp. 12 WA7ER HOOK-UP Q p5 fl� 14 SEWER HOOK-UO 06 PROORESS � � 07 DEMO--S(TE 27 SEPi1C 21 COMPWNT w 07 DaYlO—FlNAL IN 22 FOLLOW-UP = 09 PLIJMBINQ RI 23 S 35 HARO COVER REMOVAL v 10 PLUMBIN�FlNAL �FOUNDA710N AL Z OWNER/CONTRACTORT M YOU:_ NO — y COMMENTS: ` � `�� S a -- S /� � 0 �. � o W � Q � z W � W � � � d/�t]WORK SATISFACTORY:PROCEED p PROJECT COMPLETE �7 O CORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN MOURS. ❑PHOTO TAKEN INS�CTOR WILL RETUFN O STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑�NSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the xt ins tion 24 hours in advance.473-7357 OwvnerlContractor Inspector. YVhiN Copyflnsp�cWr's Flk Canary CapylSite Notia � ., � . CITY OF ORONO CALLED IN � AT �� ;IM INSPECTION NOTI SCHEDULED � � -��-=' '�'� PERMIT NO. 3 3� C NPLETED ADDRESS � S . OWNER CONTR. h/ TELEPHONE NO. �a � � 7��5 S � DESCRIPTION � _ � 01 FOOTINO 11 MECHANICAL RI 18 D(CAV�CiRADINQIFIWNK� �Q 02 FRAMiNO 13 MECHANICAL FlNAL 191J11�SHOREIVVETtANDS Q 03 INSULATION 24/25 WOOD BURNEWFlREPLACE 34 TREE REMOVAL � 04 WALL B0. 12 WATER HOOK-UP 17 SITE INSPECTION ti� p5 FlNAL 14 SEWER MOOK-UO 06 PROORESS v 07 DEMa--SITE 27 SEPTIC 21 COMPWNT �Q 07 DEMp—FlNAL C INSTALL. 22 FpLLpW-UP = OB PLUMBINa RI 23 SEPTIC FlNAL 35 HARD COVEH REMOVAL � 10 PWMBINO FlNAL 38 FOUNDATION REAAOVAL Z OWNER/CONTRACTOR TO MEET YQll: YES_NO y COMMENTS: � � �� W �- a � � O a � O � W � Q � 2 W � W � � d ❑WORK SATISFACTORY:PROCEED G PROJECT COMPLETE W � ❑CORRECT WORK 8 PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY W O �CORRECT WORK,CALL FOR REINSPECTION TEMPOHARY V BEFORE C41/ERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. �pHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTEO.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor Inspector: Whib CopyAnspector's flN Camry CopylSits NMk�