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Home My WebLink Aboutseptic info � !;' � � ,` � � � CI�'Y of OIt01�� , ; Municipal Offices Street Address: Mailing Address: ��9 �c�'G 50 Kelle Parkwa P.O. Boz 66 �� 27 Y Y _ - Orono, MN 55356 Crystal Bay, MN 55323-0066 To: The Cunent Owner of Address ,�� 3� �� City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a periodic basis. The onsite sewage treamzent system at the above address has been inspected and the follow�ing 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. �ystem Identified as Non-Compliaut Yes �No If yes, system must be broucht into compliance by: December 31, 2007 December 31, 2010 ather Septic 'I'ank(s) Pump out Needed Yes �liT o The City recommends the septic tank(s) and/or lift tanl: be serviced and pumped o�.it �v�.rv three years. Citv records indicate the tanl.(s) were last pumped out on �- � �-�� . The tanl:(s) should be cleaned tl�rou�h the manhole and not tlu�ough the inspection pipes, this allo�vs for proper cleanin�. Comments: r ��-�JG �� Inspector: Date of Inspection �� d (o �'ele��o�� (9�2) 2 r�-�6��i � �ao (�02) '�9-�6�.�� w�r�.c:.��'��30.�33�.�1s � - SEPTIC SYSTEM APPROVALn . � iJ�� ND �� .� o,� 0 0 C ITY of ORONO ,� � � �E� Municipal Offices ��,t .�G Street Address: Mailing Address: ��ESII�¢ 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner �c�y� - QL I�� '�`y Phone (Home) (Work) Address �S 30 �c ;� ST. City C.`f: r,��. State Zip Site Evaluator �Tc,,, s�t,;rn,cr�State License # 6�7 Phone# 7�3�- y�'i�- �.S E6 Type of Establishment: Single Family �( Multi Family Commercial Est. Gallons Per Day ��S C; No. Potential Bedrooms 5 Slope: � r��ti Depth of Sand: Upslope: I. C Downslope: I� �' Soil Sizing Factor C�J. Y 3 Perc Rates P-1 ►� P-2 ��.6 P-3 6 s P-4 �.a P-5 P-6 P-7 Restricting Layer Depth B-1�." B-2 — B-3� B-4� B-5 11'' B-6 - Type of Treatment System: Standard >( Alternative Other Performance Pressurized Mound System X At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/ Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size 1�S� # of Tanks � Lift Tank Size �a�� « Pump Brand GPM �3 `� Head 3 j Treatment System: Minimum Square Feet with �_inches of rock below pipe Mound Bed 1 l: X 6`� Mound Treatment Area �-{c-� �� _y c:�j� �((�� THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector (952-249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever. ACCEPTED� DENIED By the City of Orono subject to existing regulations and the following conditions: - �^�c �`�'� Sc r:� S :tcS .. , �— {'Y t�� r�u�r �= �v y' }t j ('�i, ��?- S V�.� (�V�T S �� '� �G�U n By: �C� � �-�� -�� Matt Bolterman, On-Site Systems Manager Date Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us . ' . /�C� -�C, ��-�� S'�P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 � 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 May 22 , 1993 William F. Smith Lot 2 , Block l , 2nd Addition Beau Marais Orono, Henn. Co. , MN This On-Site Sewage Treatment System is Designed for a Type 1, five bedroom home Designed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . The soils on this site are a clay loam to loam. A seasonally high water table was located at 50" to 70" , (mottled soil ) . The bottom of the system must be located at least 3 ' above the mottled soil . A Standard Trench System may be installed, pressurized typical of a mound system. The soils at a depth of 14" to 30" have a percolation rate averaging 8. 8 min/inch . A pumping chamber will need to be installed to lift the effluent to the treatment area. The manifold and supply line pipe must have back drainage to the pumping chamber . The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. All neighboring wells are located greater than 100 ' away from the proposed treatment area. 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 . CONT ' D William F. Smith Lot 2 , Blk. 1 , 2nd Add. Beau Marais Orono (2) 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 into the septic tanks . Garbage disposals are not recommended. 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 tank through the manhole by a certified pumper every year if you have 1 tank and every 2 years if you have two tanks. ��.��,,� S even B. Schirmers SBS/ds I - �'- -- �I,�-i�: .� 33` ,��. �a�a' �� ' - 'i�9.9 45'- ?-�o?os�� 'o �A'�m��-�T M A'�i�-]�oasstff _ '- +qs� w f 3'u�,vC�Ca�i��3 � -� • 3c.7 ti s+.T�i• J�i-t--Ce�►-ac YrES �la'�.o�-�v - °+4ti.�d `*'+.t �^�'�r��'� - ti � �x Pa�s�o r�— ^ /}4-�W- s N AL�.ouJ�V l.�t� � / 1 _ � � ��i � W�� 1-loY�u� � - ��- ��-� � � 94y.� x. � , . �:u � � f � � I � ' . c� +y � `' ,ys•v _ , ,� � � 1Ns.��A-CE I -c��v�,o c � 945,� � � � P�o�os�a \ '� . .. .4wM4�wa�, -- � � S�o ��qr�,6� � � \� � S�op� t J,PA•T_ � \ �4�.0 c } la � �\ s i 9`15.4 -1'10 - } � � � 9y4.iJ� I x y .� 5\I 't4o.D o • 1 � =J �=1� I _� \ , \ �, ' ° �. .P2o eos�4 '� ��5.` � � g wr-r� -to sa -tRr��cs � j ' ,. g4Q-)-�.\ g'�»'GOJB�D � -�- �I i � \ � _.. .- ,- --- M � 9v�.2 , \ �! I x � � --- � ��Wl ' S�L1�-�G 1?�' 30 Ol Y� . -' -+� � t �--� f,�,� �.�s.�-f�G'� 1 �1'b o J� ta�o�x:<� X � 9vs�u i1 � t��"' Oqi�J� �� . �� '�1?-lY. '��'�550}-.{ �iL— GIyL. � �. '� 'fS5»'1 I w.o�/ �� _------' --�_ M / � � � ' � / ' � — _ � � � + � --� il ��,�s.s / � s p�co'a!�on Tests Scale� � ' SO / / ��, XS,�iI Borings —� � �Benct: Mork / / �c ,,�� Note� Th�s system is to be constructed to meei � ,� �� the h'�r�nesolo Po!(u!ion Con!rot Ayznc�r / / Chapter 7080 & •Local OrdinancE � I_ � / � �� ' / , Check all underground Utilitie= � PR�PERTY OF� /��-�*� '�- ��? _ '�� A�.�-- 1-��4v�{ �Q��r.�-r of� oF � �o-t a, �L1�. � a��a i4�� 'CY1� �rOQe.S�eb 'f�'��-l��'''�^�4-�'� t��}S ��-E- c� A�--C� c o�..�s-lw,c�Ci o a...� ��U M��L��S . O�o�-co M�. �}��. L`c�. �� S—P TEST/NG//V . � � Designed By: ��,,.--- � � �� ,. _ I � . Care�.�l�� Pt-1.6�2 -�97-3566 � . -� - • �4�-S -to �tit,.ss � � l.lo�_sa.�_w) � - -- - ------�-- 5 w,��_-.c,�,G.�.��s exisling grode � ' 3 �'1 L��.F�c us� y --s��.�s �a' �..o�,b bock fili�r min. i''�'v,�, v.ts-s. e�4� 3 c.b L►,-�.�-r W� �I3��o�II_ �a' �� 5�"�4�� 3�to4�� Ioyer of uncompocted . hay or sirow covered with = O I'�i,piPe dia. � red rosin poper �� . � � : . � �� 3�rock filter material � roke sidewalis � boltom to I �`'�s,`� � SET- BACKS remwe� smeoring -i � ��-no m -�`-�yy.� HOUSE . �---18-36--� . . System must be� Tank �o� from property lines � TRENCH X- SECTI0�1 �m � � from wells � a� from bidgs. (min, of two trenches) ' 'uo Treatment area =�fran lakes, .� tre�s�s�P (mmc, lenglh 100�) ' Treatment area �L from property lines M��t�o ES �+��. _ 24.�from welis " a � A�ucr"'� ._.4.,from bldgs. . i - 1Q from trees ote�Power supply and switches must be in a weather SOII. BORING ELEVATIONS -o u-� �min. ' � . proof enclosure� outside �pump�g chamber. . � . { � � a„ � � ' ' � -� _ TNAI EL.-�4L•5� '�-l¢!o -9�i�5' , Tonk ,S =�=p�� "' � �- ' i ; - ; TH.�2 EL.-23l�..� Tank ' O ;; F w �„-�� i � � � , � o �� -� �_� Grode— /o sbpe TH. 3 EL.-.�.�.lc.0 � _Drop to Tank �''Sv �000 �. ��5 .� _., '__' `__• `_ --- •._ _ . Min. I��to 8� � � ,��M �At leost 41/2�of undisturbed THa4 EL:�S Pumping �_9yy �� earth behveen trenches TH. 5 EL.-�S Max.l�+to4� �� Chomber ELEVATION at PROPOSED PUMPiN � � 4�to 6��dia.pipe '�N�LS 5 �`"�oc,� ` _ �,,,,� , CHAMBER-��•o (ground elev.) �,3�,� . �W�OnI . 'S0�' Oir- '6`-1% -953.0 SYSTEM DESIGN �"Ss�a��'�'-s�`-'"t�o�l. �� Lo��r �L.00g- �qj.o � TYPE I,� BEDROOM - Percolation rate �S•4S min.lnch (design/b-3o min./inch) l.oc}n-t• . � ' I Treatment area required w/,� of rock fiiter material)oo�10°/, =f 1o�sq.ft. of trench bottom area needed =3b'� trench width =�lin.ft.of trench needed , number of drop boxes � Number of fanks requi2d a , ist tank 1 a�� gaL, 2nd tonk oo gal. minimums � (to be deiermined by the instol!er) ' ! . � . . : Cleon rock �3 cu.yds. ( 3/4�� to 2 I/2��dia.,includes 2��obove pipe ) ' PROPERTY OF:YJ��.�-t A�r-� �. Sr-i�-�1a. I Pumping chomber copocity= 25% of doily sewoge flow�of��gol.--�� ,gal.+Reserve.storoge2�gol.t Pipe..bock droinoge 3L goL=��gal, cop. 1-�S a,'i�� '��,,, 4v� I i�0 � �� i.JS RS��o�.��v+�4 at� r�-�•n J�SO�,�Gu� S�'�v '�'1A�A�-� � _ ( Reserve storoge = �gal./ bedroom=?S�gal. + pipe back drninage 1�gal./100(in.ft.3 pipe- lengih of pipe needed app1�O ft =�.golJ ��p M,�. ��,��. �� • � � Pump size >>�� hp w/mercury floot pump controis ��'� a3��t�-o � ��l��i.,� �17 �� 1,,,.,�,, . S—P TEST NG CENC. � Note� When cortstructing bed .- , ihis area should be shaped Note� Distance from treatment oreo to neighboring welis— �_ / • � 10 divert run-off from entering treatment orea. U'�� -�-lq3-1 100 � Designed By��7 • 7�- Dote•i/aa/��, PH. 612-497-3566 ! INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET ' • D-25 �'�W Estimatcd Scwage Fbw in Ga�ons per D�y(gpd) A. Estimated � �D gPd N„mna measured x 1.5= gpd or ry�t Ty�n Typc DI ry�rv SEPTIC TANK VOLUME B`a`°°ms B. t- 1 aS D 4� ) - looc� gallons s aso s�oo i� � 4 600 375 256 t°` 5 750 450 294 ��n� SOILS(Site evaluation data) �- ,, 6 90o s2s 332 � i �I � �i �� j y r�A�_ 7 1050 G00 370 °�`r C. Depth to restricting layer= 4-� '�o S -Io feet s izoo 675 aos `d'� D. Maximum depth of system C-3 ft= i. S'-so�.o feet E. Percolation rate 4S , t� MPI F. SSF (.li'1 sq ft � 1(,-to 30 �+^�n�,.�. Number ,��""�` ,�"""'m � Sc-[w�7r:i[ Ca�i:v w�tL Of [.iquid Gart�ge TRENCH BOTTOM AREA B`�O°`�'� c�s�b> ca��i � H. For trenches with 6 inches of rock below the pipe: A x F= x = ft of bottom area 2 or less 750 1,125 SQ 3 or 4 1,000 1,500 I. For trenches with 12 inches of rock below the pipe: 5 or 6 1,soo 2,250 A x F x 0.8=2'�0 x�x 0.8=Lp�'�sq ft of bottom area+i c�o=110� 7 or 8 2.000 3.000 J. For trenches with 18 inches of rock below the pipe: O1'�9 �fig.C-b (z 1.5) A x F x 0.66= x x 0.66= sq ft of bottom area 5,;,�„�,,,v,,,�.q,,;�,,,,�,,,,,��,e„e„ K. For trenches with 24 inches of rock below the pipe: „��,��, �il r«c� ;�� ; A x F x 0.6= x x 0.6= sq ft of bottom area c� '''' '"� BED BOTTOM AREA F�t�c},az,o.i• �saz,a — L. For see a e beds with 6 or 12 inches of rock below the i ; o.�cos s�,d o.ss i2o p g p� 0.1 to 5 Fine Sand� 1.67 0.60 1.5 x A x F= 1.5 x x = sq ft of bottom area 6 co�s �,ay tA�, �� o.�v ]6 to 30 Loam 67 0.60 3]to 4.� S�It Loam . 0 O50 ROCK VOLUME IN CU�I' �to�o aa t.�, 2.zo o.as sioWe�,�,bo--- �tay — cosa> M. Rock depth below distribution pipe plus 0�'foot times bottom area: M=Rock de ti�+6 inches x Area(H,I J L K) •�eo�r��•��'� l).e�virea.for nP�Y PQ""�SIe.oJ► P � � � "Sal lu.v�b SO�G or c�me d fa+e a.w 5x wd (LQ+(�'ft)x(�=ly;��. cuft ��bbhapacas.Redci.yl.n in.t.lLoon d.n ingouni.t+nd.rd•y.�ev� ROCK VOLUME IN CU YDS � N. Volume in cu ft divided by 27 M+27=cu yds��+27=�cu yds ROCK WEIGHT r- 6 inches= 0% Reduction*. O. Cubic yards times l.4=tons N x 1.4 = tons.��x 1.4=�tons '12 inches= 20%Reduction ' 18 inches=34%'Reduction DISTRIBUTTON ?��ss• 24 inches= 40% Reduction (Check one based on slope) *sizing for gravelless trench Bed qess than 6%slope) Trenches -=� Drop boxes(any slope) fDistribution box Uevel to slightly sloping) f•r•r•r•�f•r•r•r•�•f• T TRENCH LENG'IT-I ti•1�.ti.L.ti.ti.ti.ti.ti.ti.ti.ti•,.� �•j•f•f•r•f•f•f•+•f•�''f'j' 2 inch Cover P. Select trench width=�_ft `'~'�'~'~'�'�'�'�'~'�'�'`'�' � f•r•r•f-r•r•f•�•r•r•�•�•f• L•ti•ti•1•ti•ti• •ti•ti•ti•ti•ti•� Q. I?ivide bottom area by trench width: (H,I,J,or K)�P= '"f'f'''' f'f'r''' ti.,.ti.ti. ti.ti•�.,.ti t•f.l•r f•f•l•f• lineal feet ��'�~�� ~�~��~ �f�.ti.ti� 111�1�J� 4 inch Pipe !1�= "J =?�lineal feet '�f�'�' '�f�f�f� ti.ti.ti.ti. ti.ti.ti., J•f•!•l• r•f•J•f• LAWN AREA ~�`��`�~� ��~�~�~�~ 1•t•J•l•l• t•t•1•!•J•f• _. �.ti.ti•,•ti•�•ti•ti•ti•ti•�•ti.ti•,, �,a �r R. Select trench spacing,center to center= 4� feet ~f~f tirtif~�~f tij�f�f�f�f~f�f~ 1�ftirtiflftif\ftiflftift?tif�?tif'. S. Multiply trench spacing by lineal feet R x Q=sq ft of lawn area f'r'f'f'f'`'f'f�'''�f'`�f' ti.ti.ti-ti.ti•ti.ti.ti.,•ti.�•ti•ti•ti r•r•f•r•r.f•f•r•r•f•r.f.r. 6-24inch �X�-�5�Sq f t �-•.ti.•..ti.ti.ti.ti.�...ti.ti.�.ti �rtirtirtirtirtirtir1rtiftirtirtirtirti Rock Below the Pipe f,r•f'f•r•r•f•f•f'f•f•f•f' � 5�•ti•ti•ti•ti•ti•1•ti•ti•ti•ti•'.•1•ti t•t•J•l•!•t•f•t•J•f•f•f•f• LAYOLTT(Use other side) ~�~�~��~�� , � � �� tiftifti:�ftiftiftirtiftiftiftiftiftif� 1.Select an appropriate scale;one square= feet. 2.Show pertinent property boundaries,right-of-way,easements. 3.Show location of house,garage,driveway,and all oYher � . improvements, existing or proposed 4.Show locabon and layout of sewage treatment system. 5.Show location of water supply well. 6.Dimension all set backs and separation distances. Figure D-26 F-17 PLT�tP�ELECTIO'�1 PROCEDURE Elp PERFORATION OF A PERFOitATED L4TEF4L A Determine pump capadty: ��-�^-•, Gravity Distribution T�� 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of _ . . � -- loy�/of LeeM.�Qw Fabk(a eui- water use rate. � `.�.'S"'`"�` �`""�. '°°' °'""�' .�,�,.�.a..,,�..;�, 2. Maximum suggested for delivery to a drop box of a home system is 2,700 . , �;;�„��;p��_°^�°�^ gallons per hour(45 gpm)to prevent build-up of pressure in drop box. .;�,;Rw -u �ro.� �2•�o�a�. o� fM10 0/ Ra�lq.r . Prlorot{ar LocoteA al Pressure Distibution - �,..,s,,,,,,,. 8.��«�.�.,�, 3.a. Select number of perforated laterais�_ b. Select perforation spacing= y,s feet e�.;r ow�a�;,a°S,b�,;;,"1N° c. Su�t�r,act 2 ft from the rocic laver]ength. �-�-2 ft._�_feet, d. Deter�mine the number of spaces bet�veen perforations. Length perf.spacing=�ft.+�.�ft._��spaces Requucd Perforabon Dischazg e e. �Q spaces+ 1 = aL_perforations/lateral in gallons per minute(gpm) f. Multiply perforadons per lateral bv number of laterals to ��3y D�schazge _ �� get total number of perforations.-�-- x ��,��„_�_perforations. He j 3z m ° md°d 4S x�. _y m. ,..��. �� -� �„�+-�-SP 1.Oa 0.74 SELECT'ED PUNIP CAPACITY�_gpm 2.�Yj �.g� 1.�4 B.Determine head requirements: 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 distribution system,five feet for pressure required at manifold if gravi�ystem,zero. ;eet 3. Friction loss ^v a. Enter friction loss table�vith gpm and pipe diameter. p�P�L�B� Read friction loss in feet per 100 feet from table. � Point of Dischargc F.L.= 3•S. ft./IOOftofpipe T°�y�. b. Determine total pipe length from pump to discharge Elevation Difference I point. Add 25 percent to pipe length for fitting pti,mp �r?� loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pipe length= F-18b 17c� x1.25 = al"� feet C. CdlCulate tOtal friCtiOn 1055 b multi 1 n 1.5 inch 2.0 inch 3.0 inch Y P Y� g � �;a;m i«.�ioo rt�r p;a friction loss in ft/100 h by equivalent pipe length. Total friction loss= �l 3 x Z.,b y100=_�feet l0 0.69 0.20 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 o.a8 18 2.03 0.60 20 2.47 0.73 0.11 �_+�_+ `c� 25 3.73 i.l l 0.16 �� /.,� ��_, zn �.�; 1 Sc �� • � ,. , � ..'� 1 yij ._ ... _. �I�;�: TOTAL Ij�-1D _�feet 45 ]a.73 3.28 0.48 - 0.58 55 4.76 0.70 C. Pump selection 6o s.bo o.s2 1. A pump must be selected to deliver at least �_gpm (Step A) with at least a�feet of total head (Step B). ' CE'RT. n00627 PERCOLATION TEST DATA SHEET S-P Testing, Inc . 5-17-95 10 : 46 � Percol�tion test readinos made by o� stanin�ac m, �e�� 'fest hole locatin�,'ot 2 ,B lk. 1 , 2nd Add .Beau M��mber 1 , Datc hole was prepared 5-16-9 5 Depth of hole bottom 3 0 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 10" Topsoil dark brown loam 10" — 3p�� Brown clay loam t�4ethod of scratching side�vall Kn i f e Depth of gravel in bottom of ho1P 2 �nches 5-16-95 2 : 30pm 12 Date and hour of initial water filline , Depth of initial water fillinp �nches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automat ic s iphon 6 ,Maximum waterdepth above hole bottom during tesc inches Time Percolation �'ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per � inch 10 : 35 prefill 6 , 10 : 46 11 : 16 " 3-1/4 9 . 2 30 min 11: 27 11 : 57 " 3 10 . 0 " " 11 : 58 12 : 28 " " �� Percolation rate = � � ►„inutes per inch. ' C�RT. tt00627 PERCOLATION TEST DATA SHEET Pcrcolation test readings made by S—P Testing, Inc . o� 5-17-95 «aning a� 10 : 47 � Lot2 ,Blk . l, 2nd Add. ,Beau Marais 2i0°," p P 5-16-95 Test hole location , Hole number , Date hole was re ared Depth of hole bottom �.$ inches, Diamerer of holP 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 10" Topsoil dark brown loam 10" — 18" Brown clay loam Method of scratching side�vall KNi f e Depth of gravel in bottom of hole 2 �nches 5-16-95 2 : 30pm 12 Date and hour of initial water filling , Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours ,Maximum water depth above hole bottom during tesr 6 inches Time Percolation 7'ime interval, Measurement, Drop in water rate, Remarks minutes inches levei, inches minutes per inch " 1 5 . 9 30 min " 4-3 4 6. 3 " " 12 : 29 " 4-9/16 6 . 6 " " Percolation rate = 6' 3 minutes per inch. � CE'RT. tt00627 PERCOLATION TEST DATA SHEET S—P Testing, Inc . 5-17-95 10 : 48 a.m. Percolation test readinas made by on starting a� pm, Lot2 ,Blk. 1 2nd Add. ,Beau Marais �""' S-16-95 ?est hole location , Holc number , Date hole was prepared Depth of hole bottom 2 4 inches,Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 6" Topsoil dark brown loam 6" — 24" Brown clay loam Method of scratching sidewall Kni f e Depth of gravel in bottom of hole 2 inches Date and hour of initial�vater filiinQ5—16—9 5 2 ��r��nitial water fillin� 12 �nches above hole bottom J�4cthod used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon ,Maximum water depth above hole bottom during tes� 6 inches Time Percolation 't'ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch 10 : 35 prefill 6 , 10 : 48 � 11 : 18 " 3-7/8 7. 7 30 min 11: 25 11 : 55 " 3-3/4 8 . 0 " " 12 : 00 12 : 30 " 3-5/8 8 . 3 " " . Percolation rate = R _ � minutes per inch. � C'ERT. n00627 PERCOLATION TEST DATA SHEET S—P Testing, Inc. 5-17-95 10 : 49 a.m. Pcrcolation test readings made by o� starting a� p.m. Lot2 ,Blk. l , 2nd Add. ,Beau Marais 4 rdoij 5-16-95 Tcst hole location , Hole number , Date hole was prepare� Depth of hole bottonL 2 4 inches, Diameter of ho)e 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 10" Topsoil dark brown loam 10" — 24" Brown clay loam Methodofscntchingside�vall KnifP Depth of gravel in bottom of hole 2 inches 5-16-95 2 : 30pm 12 Date and hour of initial�vater filline , Depth of initial water fillin� inches above hole bottom Method used to maintain at least 12 inches of waterdepth in hole for at least 4 hours Automatic s iphon 6 ,Maximum waterdepth above hole bottom during tes� inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch 10 : 35 prefill 6 . 10 : 49 11 : 19 " 3-5/8 8. 3 30 min 11: 24 11 : 54 " 3-1/2 8 . 6 " " 12 : 01 12 : 31 " 3-1/2 8 . 6 " " Percolation rate = 8'S rt+inutes per inch. CERT: n00627 PERCOLATION TEST DATA SHEET • a.m. Percolation test readings made by S—p TPSt'l 1'1(� Tn� . on 5-1 7-9 5 starting a► 10 : 50 p,m, iJm�l Tcst holc location Lot 2 ,B 1 k. 1 , 2nd Add .Beau ��'��er 5 , Date hole was prepared 5-16–9 5 Depth of hole bottom 14 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 – 6" Topsoil dark brown loam 6" – 14" Brown clay loam Methodofscratchingsidewall Knife Depth of gravel in bottom of hole 2 inches Dateand hourof initial�vaterfillin4 5-16-95 ��tR��nitial water fillinQ 12 �nches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours��.e��-e—s�g#e� ,Maximum water depth above hole bottom during tese 6 inches Time Percolation Time intecval, Measurement, Drop in water nte, Remarks minutes inches level, inches minutes per � inch Water re aining in est hole , 10 : 50 11: 20 6 2-1/8 14 . 1 30 min 11 : 23 11 : 53 " " " " " 12 : 02 12 : 32 " " " " " . Percolation rate =_ 14 . 1 r„inutes per inch. ' CERT. tt00627 PERCOLATION TEST DATA SHEET , S—P Testing, Inc. oR 5-17-95 10 : 51 L--�•� Percolation test readings made by starting a► p.m. r�a�.� Lot2 ,Blk. l, 2nd Add . , Beau Marais 6 5-16-95 Test hole location , Hole number , Date hole was prepared Depth of hole bottom 2� inches, Diameter of hole 6 inches Soil d3ca from test holc: Depth, inches Soil texture p — 8" Topsoil dark brown loam 8" — 20" Brown clay loam Method of scratching sidewali Kni f e Depth of gravel in bottom of hole 2 �nches 5-16-95 2 : 30pm 12 Date and hour of initial water fillin� , Depth of initial water fillinQ �nches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at]east 4 hours Automat ie s iphon ,Maximum watcr depth above hole bottom during tesr 6 inches Time Percolation Time interval, Measurement, � Drop in water rate, Remarks minutes inches level, inches minutes per � inch �� m �� _ �� " 4-3 4 6 . 3 " " Percolation rate = 6 ' 1 minutes per inch. CERTIFICnTION � 00627 Logs of Soil Rorin� Locatiori or Project William F. Smith,Lot2 ,Blk. l , 2nd Add . ,Beau Marais, Orono Borinr.s ma�e by �-p TestinQ, Inc. Steve Schirmers _ Date 5-16-95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : liand X , or Power , Flight , or Bucket X Dep�th, noring number Depth, Boring number 2 in in - feet Surface elevation feet Surface elevation 946 . 3 � - 0 - Topsoil dark brown loam Topsoil dark brown loam 0 - 10" 0 - 10" 1 - 1 - Brown clay loam Brown clay loam 2 10" - 2 ' 4" 2 - 10" - 2-1/2 ' 3 - 3 - Brown loam Brown loam 4 - 4 - 2-1/2 ' - 4-1/2 ' -MO�T��, 2 ' 4" - 4 ' 10" 5 - 5 - ' Brown sandy loam � Rusty olive brown to loamy sand loam 5 ' 10"-WEAK MOTTLING 6 - 4 � 10�� _ 6 � 2�� 6 - Rusty olive brown loam � 7 - 6 � 2�� _ � � 7 - 4-1/2 ' - 7 ' 8 - 8 - End of boring at 7 ' feet. End of boring at 7 ' 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 5 ' 10'� feet of depth. Observed at 4-1/2 � feet of depth. Not present in hole Not present in hole Comments : Comments : CERTIrICnTIOI� � 00627 Logs of Soil Borin� Location or Project Willi �m F.Smith.Lot2 .Blk . l , 2nd Add . , Beau Marais ,Orono Borincs ma�.e by S-p Testinq, Inc. Steve Schirmers _ Date 5-16-95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : I�and X , or Power , Flight , or Bucket X Depth, Boring number_ 3 Depth, Boring number 4 in in feet Surface _elevation . 946. 0 feet Surface elevation 945 . 5 � - Topsoil dark brown loam � - ! 0 - 6" Topsoil dark brown 0 - 10" loam 1 - 1 - Dark brown loam 2 ' 2 - Brown clay loam 6�� _ 2-1/2 ' 3 - 3 - Brown clay loam 10" - 3 ' 8" 4 - 4 - Brown loam 5 _ 2-1/2 ' - 5 ' -MOTTLED 5 ' S _ 3 ' 8" - 5 ' -MOTTLED 5 ' Rusty olive brown Rusty olive brown 6 _ loam 6 - loam 7 - 5 � - � � 7 - 5 � _ � � 8 - 8 - End of boring at � ' feet. End of boring at � � feet. Standing water table: Standing water table : present at feet of depth, present at feet of depth, hours •after boring. hours after boring. Not present in hole X Not present in hole X Mottled soil : Mottled soil : Observed at 5 ' feet of depth. Observed at 5 ' feet of depth. Not present in hole Not present in hole Comments: Comments : ,C�RTIEICnTION � OU627 Logs of Soil Borin�s Location Or Project w; i � iam F �m1th��L1t2 �Rlk 1y �nA A�� _ �Raaii MaraiS �nrnnn Borings n1aGe by �-P Testinq, Inc. Steve Schirmers _ Date �_� h_95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : liand X , or Power , Flight , or Bucket X Depth, Boring number Depth, Boring number 6 in � in feet Surface elevation feet Surface elevation 945 . 5 � Topsoil dark brown loam � Topsoil dark brown loam 0 - 6" 0 - g�� 1 - 1 ' Brown clay loam Brown clay loam 2 - 2 _ 6�� _ 2 � 8�� 8'► _ 2-1/2 ' 3 - Brown loam 3 - 2 , 8„ - 3 , 8„ Brown loam Brown sandy loam 4 - 3 ' 8" - 4 ' 2"-MOTTLED 4 ' 2 ' 4 2-1/2 ' - 4 ' 8"-MOTTLED 4 ' 8 Rusty olive brown loam 5 - 5 - � Rusty olive brown � 4 ' 8" - 5-1/2 ' sandy loam Rusty 5-1/2 ' - 5 ' 10" s°an�e ioa 6 - 6 _ Rusty olive gray silty loam 5 ' 10" - 6 ' 4" Rusty olive brown loam 7 - 4 � 2�� _ � � 7 - 6 � 4�� _ � � 8 - 8 - End of boring at 7 ' feet. End of boring at 7 ' 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 4 � 2�� Observed at 4 � 8�� feet of depth. feet of depth. Not present in hole Not present in hole Comments : Comments : -L _`��'Y!�".ti'i�� y�:f, . ' �=�'•' *� .�i,�,: . '••.,� �ti,�'t`' ��i:;',;��+'l . -�::�+. ,:•�C': ,�;.. �'':'�.lt�; ( � ':�:` • .�.!.. �<L.;+' ! r+.',`^!�Sf• .�...at �.•}��.' .:---r----MOUNO illl 4�•6' • + rCir�- .�,�.�;:.��'. �:••'` ', TO AIIDW FO^. ,Zv�` i1::�•;�� -� .. � SETTLING `,` �� [��fy ,. ,�`• w+`'`~ T• •��', �t•• ' . . J. �]� �b� . . �1.r � `�'�.j� � . .�TIt� - `J�_io,�`!"' ,/•.> ;j'r,��' �'�rf'�� 1 __ f,.�_GRAS.i tWEA_ ..y;` '.. �.t ,�j�',�`o�� };r� :l,�Vi�� `-----r---i'f 6� TO 14� OF SOIL _-"�':k.t.'�s-...:'.,.;• � �/ CQ'JER A80VE ROCK , � . .' � . :r•, �.,'l�.�`. � � oov+ .•-';v -,lr= � � ��^�� .� .i%��.ss� .1'•.'.•'�.��' �j •-- ,-�-3/4' TO 2 1/2� DIA. ��'�-�m .,��,i•^�� r •'i i CLEAN ROG( _ �c�� 4 •1 � �,w'�. :• . � �. .� � �� '�� Z �< � •'�,l�r ` .;.' ��. '.. . �---� -- 4�-6� IAYER OF VNCOMPAC7E� � x_-1� i,:• .'i�r#'s�� pj�•. .t .' ►WY OR STRAW COVERfD WITH � * ' �Z; �;µ��,�y+.:� f��;`..' �� • i;' REO ROSIN PAPER OR GEOTEXTIIE FABRiC � '� i i� �n �•' � � • �------�-- � `'1 . �$1Ua` ! '�w • --��-.--- '--TFtENCM BOTTOM MUST 8E LEVEI � i ;....,,.� �. .i��NP. �; ` i i THROUGHOUT LENGTH �\ 1 � i i I ( � I (. �� . �=' 0 I i �JI t - - �.�` , ' �� -- � � ' i��---2� MINIMUM ROCK CAVER ABOVE ��PE I � {--•i n7 r-�- � "�'• i:� � � � `r--i � � .-'::�.� ' i� -' _�_�-- O •�'.,•' � l �-'---- - �---6� MINIMUM ROU( DEPTH DEIOW PIPf �--- � � �i . �� , �� L 24' MAXIMUM ROCK DEPTH BELOW PiPE �"m �v-�c mm �\� �5t �----��---- ��---4' DIA RIGID PERFORATEO P�ASfIC PIPE WITH ONE ROW OF I N �'� o O� n� ��\ 0 �L f�t �;� � HOLES ALONG BOT TOM Z� o �z{ --� �� s ��. � �I I m{ � O�r � ��\� ,��i � -•--WATER TABL E OR IM P E R V I W S L A V E R S U C H A S C L A Y P A N,R O C K, E T C. ! � 00 I X Z �� , . O �� m �� i�� i � mm ' �, a w ro . � �� m A� ( }�( y` t tn-1 ZTZ CDOVfDN -�02T OD � o� Xc�< <�Z�� m�Xm D� TRENC►1 ROCK COVER£� wITN PER�.�EABIE SYNTNETIC FABRIC OR �� IAYER OF AAARSH HAY OR ' � �^m � m r0-+<� ZZ�< ; ��PE TO NEXT STRAW �p VERED WITH UN7REATEO BUItA1rlG 4�DIAMETER INSPECTION j '�= o�i �C-(n� rTQ� i� INLET pqpp X ' PAPER (RED pO51N> WELL WITN UP I � ' �y �-1� �m�oo �oZ ?N EARTH B�+�CKFILI AT LE T � ' p y D_ D-i�� 0'9 C . N ;� G'ABOVE TOP OF ROCK . r_L-J------ a� � �---� OD mZr m�m�31 tml��'*� O � v-� X_m s7mxpZ x— c �` Z'� m � � A7 LEAST B' OEPTH OF CI.EAN � � ' � �� OC m ��-C12 pDrn � Z ROCK 3/�' TO 2�/2 DIA. SEE NOTE S. � �--� � xm �N DDO�O �mD m m DROP 80X I ` , �-r-- --�-1- -� o� v+��C �m o D v� L-- MAXu�VM LENGTH - 100 FEET � � y : � �Rml 90 �O CD � � � -,� � m N ��am� Z�C � OVEHFI�� NO7E5 I. BOTTOM OF TRENCN 1.tu5T BE LEVEL. TOP OF 7RENCH C Z � �� Ne�.�� -iN� D 4 TO 6 INCFtES ROGK MUST 8E I.EVEL. V+ � � INSPECTION � �-� � -� m �� DzmN �m� "� �� '� `M� LL Z. SIOPE ON OISTR10UTtON PIPE IS BETWEEN mm � j r fmA" m�r' D - �. LEVEL AND 4 INCHES PEA 100 FEET. p y�n �-3„ r , �"` REC01dMENDED SLOPE IS LEVE(., �'� r � �"� DDmD vm Z BACXFiLL E• 7p 12� OF = Z mp Z-�D� 2 � SOIL BACKFlLL j. D(STp18UTION PIPE CAN BE PERFpRATED -i - m m Z O�ON O� _ �L PLASTIC INSTAllEO WITN ONE ROW OF � � om OmZ p0 �c . �. y � _ FiO�ES ALONG THE PIPE 60TTOM. PIPE _ '� n �2�DEPTH OF MU T HAVE A BEARING STRENGTM OF , _ Z = �� . T ROCK ABOVf AT LEAST 1000 lB/FT. '' � � PtPE , _ � RO�K � A7 LEAST 6'OF 4, MAINTAIN NATURAL SOIL STRUCTURE IN THE � jROCK BELOW TRENCH SVRFACES IN CONTACT WITH ROCK. __l.?1 PE. SEE INOTE 3. 5, WHERE TREES ARE VRESENT OR IIKEIY TO BE }�--i6'TO 36'----� PRESENT DVRiRIG TFIE UFE OF TH£ SYSTEM, 12 INCHES OF ROCK MUST � PLACEO UIVOER TME DISTHIBVTION PIPE. � TRENCH CONSTRUCTION DETAILS , . ' ,. � r•-x ' ' ' . . , . REDWOOD, CED OR WATER TIGFIT a LOCKABLE EIECTRIC BUX--� TREATEO POST�4 x 4 min) ' PLUGS OR E�ECTRIC CONNEC710NS—�--- /"aLL ELECTRIC CONNECTIONS MADE 2" PVC CONDUIT SCHEDULE 80 �_ INSIDE BOX MANHOLE COVER CHAINEO 8� LOCKED 6�SP� SE�T�EM�ER CORD FOR SEALED MANHOLE RINGS-- FINA� GRADE � , , ,,,j• � AT IEAST 12� '�'� UtJION � BELOW GR/1DE WIRE FROM POWER SUPPLY --- PIPE IS IAID ON A UNIFORM SLOPE FROM /}� . FbH PROPER NDRAINBACK IL TREATMENT MEA SEAIED TANK COVER �IF PIPE AT TANK MUST BE LOWER TfiAN UNION. TO GET ELEVATION FaR DRAINBACK, PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST DE USEO WITti ANCHOR--� -- WEEP HOLE ALARM FLOAT ON SEPARATE ELECTRICAL CIRCUIT-- NOTES� EIECTRICAL WIRE FROM POWER SUPPLY � MUST NOT RUN OVER ANY TANKS 9UT .__STg,R7 I�EV�9__ _ _ �r _ — MUST BE LAID BESI�E OTItER T�NKS 3~� `� AND MUST BE PLl10ED IN CONDUIT ALONG POST SHUT=OFF�,EVEI�Q_ � __ _ — EIECTRICAL CORDS FROM PUMP AND FLOATS MUST 8E Rl1N THROUGH CONDUIT. WIRES CANNOT HAVE GROUiJO PUMP CUNTROL FLOl1T-- CONTAGT. �0� � Figurc F-R . METAL COVER ,� _+ � _�_ �� J'. _k , - ; . . �,r'i - (� � -�r � ' • �.V:,- ; : y � ,r•: r; i . i >• i, � r i �i'c v ..*,__._�, � �L~" � — I CONCRETE - ,,.,+�` MANHOI.E RING , METt-IODS OF SLCURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Fiburc C-14 i . �• . . 1 � ' . VERTICAL SIDEWAL� SEPTIC TANK /-FINISHEO GRADE • : A'�T LEAST—� �� 6�TO 12" S01� �1T LEAST I" A" OIA. - GOVER 4.. DIA.-�, M�N �AT LEAST �" � AT LEAST I" �_. � -- , � .• - • A OIMENSiUtJS FOR TANKS WITH VERTICGd._SIDES A' ' —r.. � � . �_ — - WIDTH W 24� MINIMUM __, ' lENG1N, L 2 TO 3_ TIMES T��E W�DTH __ s OIAMETER G0� MINIMUM _ .__ ___ � � DEt'THyD _ 30'_MINIMUM; 76'MAXIMUM _.__ C � � AT LEAST —n . 0.2 � . .. ' - 8 6"_MINIMUM� 0.2 D MAXIMUM _ 6« 3" c � o a o ._.._ - -- -AT LEnST 4 FEET - -• - � �' '--� �K,�cs: � �. SniinN�riELSni�f�tr�wt��CS�N�NUF�fn � ►Ww�ECUvE�15:�NtlllFlOUIFDwit��t��wca�fs. � I�Kff.5��N1ULCrKM1.C71fIdN1plC5.70'I�ASf f11EMNNUIEON�TIR161tN0400FlIKSVfYK.E (NI.r.11SInNN41l(X:/1I(I1VW1�1�1611Ci(J�KITNN� Ii[0C7vt111.USIlES(CU[OIOM�VCi11AGCCS4. WKIn b ;.�r�uv�tc.x+U�S��v+cE0f7�'�ENF.�O�►aEt�r`F.ru+U �. IW��tiI`CCIIQNPII'FO�AIIEAYIIWI:��C9MAlX;lE11 NEIJ��11'ONIWONflC9ULllIENU1CSS11NN{WCIlS onnwwKYES�w.inFloCntEOtwE�Do�►��i4MaEr On�►.c��n►�wit�+ci�Es. N�OUIlL1UCVICLtI��ECl1�IEI1lp+CCY11�t�V'kC1rJf1 C f(N111p1111(1NIALCYltlIlfl�CN1/Wk:O�►KrJf.KXr��9o.�50 r�nswwi�uc7�KS��S��KGCN�Ln�w�Fn�NE ANn014�NSI�WC1.^.OIS(1. ONfIE(r'CNwCSd15MHIN�v1(LS A 11WW WY'kCIKW . . 1'1`C MFI PFIOCAIIUkI!IWffN TIIF t0.k1 N11(�Illfi IMf fl.(S. — • — _ � PENCII. � MAF2K5 a . � � � , , ,r, MANH• E `� °•• y �► � . � INLET SCUM ;; OUTI,ET � 'I •r=��OUTLET LEVEL• ,�� ' f Y I: _.. .�._._ � �— r� T _.._ SCUM CLEAR SPACE- ��j, ' RE�qN OUT TANK VVFIEN� �� — — — - _.. ��"e• — �i 74 I S 3' OR LE55 OR � 'e'IS 12'OR lESS _ — -- — ;�+ 8 ;, -- -- '= � - - - - 1 -�- - � �'�• ��:• . • • ' ' ' , t, :'; BLACK COIAR w �,�.`�:'':•�::'�.:.' • SLVDGE ,i ' DISTINGUISNES SLUDGE �, �yf;.;' ;:�::; , .. . . . ', IAY�R FROM LIOUID "`�;• `' pv . .. . �.�.. n�, .,L�.:. .�1•.. MEASURE SCUM AND SLUDGE ACCUMULATIONS i N THE SEPTIC TANK �