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Home My WebLink Aboutseptic design/subdivision purposes only � � � S� c� � � SQ � � t� . c� � � I � Joseph Olson D.B.A. �� n�.Vi�iW �� Rusty Olson's--Soil and Percolation Testing �,L�-� �� Joseph J. Olso�--MPCA Liceose #810 11481 Riverview Rd. NE, Hanover, MN 55341 (763) 498-8779 fax (763) 498-8290 July 24,20]2 John Lein Proposed lot 4 2700 6`''Ave N .__.. Orono,Hennepin County This on-site Sewage Treatment System is partially designed for a Type l,five-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. Once the house size, location and septic primary and future sites are chosen this design can be completed. There may be more sites available. The periodically saturated soils were located at 18-30 Inches(mottled soil). Due to the periodically saturated soits,a pressurized mound system will need to be installed to treat the septic ef�7uent.The bottom of the treatment area must be located at least 3' above the saturated soils. The soils at a depth of 12"have a percolation rate averaging 3 MPI. A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weatherproof enclosure. A warning device must be installed with a light and sound device;this is in case of a pump failure. Use 7/32 inch uerforations on the laterals. Keep all heavy equipment off of the proposed treatment areas before and after construction.The treatment area must be fenced off before construction begins.This Design is not valid & the System will need to be relocated if failure to protect the areas proposed for the On-Site Sewage Treatment systems occurs. Nothing other than gray water,(laundry, showers, ect.)human water&toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended. Additives must not be used;they may cause harmful damage to your septic system. It is recommended that you pump the septic tank s every two years. S�erely, Ci TY OF ��)lZC�N(� �...��,�._____e_____.. S F:P"I�1 C P E R NI[T 1 L ' : -V E W �`�� i�'�SPFCTnR � �%= JosephJ. Olson [):1TF, -- - PERMITNO. nr>rriovrn ns s�;�i�n�rr•rro Q APPROVGD WITH CORREC'TIOti5 AS NOTED Q NOT APPROVF.[�CORR6C'I'8t RESUBMlT Thcse commcnts are for your information. AU work sha11 be dase in full compliance with atl upplicabie septie Qad zoning cudo, Requircments including items not speciiicelly notect in tbif tCriOw. KEEP THIS PLAN SBT ON SITE AT ALL TiMF.B , � ��N R�E N _ ____ — � } �� 1 . i ; �-�-. " r �_"�` �1��/�!/�"_"- _.,f"r� i �v j i � '; � � �_ �.,� � � � , �,_,� �, , /��>- .,_ � .., �� , . , _ , ,_ 1 � _ P � ._.,� , __ a �� __ � 1 � - . � --� + c � � \_,. M � � � s `q i � _ m o., .'w. j ` . . A / L . L.� � o L(' _ 1 i� . 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Y'1��tfifit+rnt�a�irom p�opettY ttr�s�t�s � ,�.L��l�Q1�tR ot�►��►�� _ � �OkM�Aw�no�p�nra�qon e�a�..�t�.11�«�tt.�"nt.n�p�ro+d: _ - -- .i�'v�t.len�lh Of badA�t- -- �Z.. - - - �, �c�r awn�a�•�..�. . a�.s�u.�t.nr� � t r��te.wl�_ .�.�.- _ : � ...�..°�+�"�.�". c� s d��.,�,,, _ _�,�, __�,�.�:1�.��,��w�nr�uaNr�ie�sd# �»to t 111tt""dt�.�tnolude:Z"ot ra�k�bv�re plp�� ,a�c„trocn �a� tolx •� hr _ _ - Cp�pro�t��r�-.��anq��na x 'd�p�h of roCk�'„��'s�j,ca' /s u. �.approx�Mpxoq 6"�Cu.yd.Av�e e sur�d depth ...�. — �II NAI�Q��IqCk IIQld �� .a x. •�f��rf'��II� � AOD�'SO%v ToPSO�t.� OU,Yp. ��sd. . . ry^�. � Ppro M hamber �p�ro�ti�nq+�d_�r di�qunk �?'�al.,�i tsnk asv4�1.mtntmuaa�plus P��af 160��1BIi■,�?W��'P�Pa b�ck dnin��o�» ��c��i�'daliy s�w�q��ow oC pa�••r di��t�� 110G lin.lt ot'�- "d�►•P�t��tn.�. naeded�,,,,,;�„�at.� - � i�W.ft�O�t�.t�.�t,,,,,.� dia��uuPPhl P!p*,an�!'t.ne+�de� , a�� st t�nitald,,,„,,,,.� ^�°°� Date:�1131,,�,{ nh. 763-496-8779 ��.',��K ntt�n� L."�q,t� p. P�coP�RTY,o�: t�� c . Ru�ty C�lson'� �iN �nd P�rco��an 1'esde��. �tl� a� � � a� �� ' t?e�ttg►ttpd by: ...._ .�...... � ��QEI�� 17 r �'rYl�d01�!�'�►o s N ` � � �,✓rY • p��v'd�s �,.t�ll�t.,�,t�e�l+�dP�+�ue�e� , ` '- -� OSTP Desi n Summa Worksheet UNIVERSITY ��- � � Mmnesota Poilution '� �ontroi Agency � � OF MINNESOTA �`�, � �� Property owner�Ctient: John Lein proj��p•� ��'�'� Site Address: 2700 6th Ave N O�ono MN Proposed lot 4 Site A 1. AVERAGE DESIGN F�OW: A. pesign Ftow: 750 Gatlons Per Day(GPD) Note: 7T►e estimated design jlow�s w�idered a peak f/ow rate irecluding a safety factor.For long term perfomante,tf►e average daily flow is reawnmended to be< B. Septic Tank capacity: 2250 Gal(ons 6o%of thisvalue. �, Number of Septic Tnnks or Compnrtments: � Efftuent Screen&Alarm? NO Type o�Sal Treahne�t�d Di��Ar�' Type of Di�uOorr" O TR^�� O� O�d O Atc�aae p�v�,��n p. Prenwe oisa,bu�on-tevd O vr�s�.e�istr��io�-�mk.d Q DriP Di�. Q Hddi�9 TaMc�ah� 'Selection Required Benchmark Elev= 1014.8 ft System Type sencnmark�ocanon: spike in power pole �Type I ❑Type 11 ❑Type III ❑Type IV ❑Type V TYPe of Distribution Media: Rock D. Pump Tank 1 Capacity: �Gatlons Pump Tonk 2 Capacity: �Gallons l�l 2. SITE EVALUATION: A. Depth to Limiting Layer: 28 inches 2.3 ft Elevation 8 Lxation of Limiting Layer: 1013.7 ft B. Meawred Percent Lnnd Slope: 4.0 % 0.0 Location: ShOulde� C. Soil Texture: L08m Perc Rate• �A,�p� D. Soit Hydraulic Loading Rate: 0.60 GPD/ftZ E.Contour Loading Rate 12.0 Gal/ft 3. DESIGN SUMMARY Trench Design Summary Dispersal Area �ft2 Sidewatl Depth �;n Tre►Kh Width �in Totat Lineat Feet �f[ Number of Trenches � Maximum Trench Depth �in Designers Max Trench Depth in Bed Desi�Summary Absorption Area �ftz Media Below Pipe �in Bed Length �ft Bed Width �ft Maximum Bed Depth �in Designers Max Bed Depth �in Mound Design Summary �rP�� 625 ftZ Bed Length 63 ft Bed width 10.0 ft Absorption Width 2Q,Q ft Clean Sand Lift 1.0 ft Berm Width (slope 0-1%)�ft Upstope Berm Width 10.� ft �wnslope Berm Width 16.0 ft Ends(ope Berm Width 10.0 ft Total System Length $3 ft Total System Width 36 ft At-Grade Design Summary Absorption Bed Width �ft Absorption Bed L�gth �ft System Height �ft Absorption Bed Area �ftz Upslope Bertn Width �ft Downslope Berm Width �ft Endslope Berm Width �ft System Length �ft System Width �ft � � -� OSTP Desi�n Summary Worksheet UNIVERSITY ��'�� Minnesota Pollution -,��'`�'� Control Agency OF MINNESOTA ��-�r;�,.,_,4,,�� Pressure DisMbuNon Summary No.of Perforated LateraLs � Perforation Spacing ��ft Perforation Diameter 7/32 in Lateral Diameter 2.00 �n Supply Pipe Diameter 0.00 in Minimum Dose Votume C� Flow Rate $� GPM Total Head ��ft Maximum Dose Volurt� 187.5 Ho(ding Tanks Only Number of Holding Tanks �� Totat Volume of Hotding Tanks � gatlons High Level Atarm? � 4. Additional Info for Type IV/Pretreattnent Design Type of Pretreatment Uroit Being Insialled: Organic�oading to Pretreotment UniL =Design Flow X Estfrr�ted B00 in mg/L in the effluent X 8.35 t 1,000,000 ��Spd X ��mg/L X 835:1,000,000= C�lbs BOD/day Catculate System Organic Loading: lbs.BOD/day=Bottom Aren =lbs/day/ftZ �lbs/day: �_�ft�_ ��lbs/dayJftZ CommentslSpeciat Design Comiderations: I hereby certify that I have completed this work in accordance with all applicabte ordinances,rules and laws. Joseph J Olson 810 07/23H 2 (Designer) (Signature) (License�i) (Date) . _ OSTP Mound Design Worksheet �� UNIVERSITY �'� �`�� Minnesota Pollultion �1% S�Qn ei OF MINNESOTA R � ' Control Agency f'' � �+_��- 1. SYSTEM SIZING: Project ID: v 11.09.22 A.Design Flow(F(ow&Soil- 1.A): 750 cP� TABLE IXa B. Soi(Loading Rote(F(ow&Soi(-3.C): �.60 GpD/ft2 �OADING RATES FOR DETERMINING BOTTOM ABSORPTION AREA ANO ABSQRPTION RATIOS USING PERGOLATION TESTS C. Depth to Limiting Cor�itlon: 2.3 ft rrean�arc�e.,e�c TreatmeiK Lavel A,�-z,s, D.Percent Lund Slope: 4.0 % rerco�ar�on rtare M� n�,a �� u,bu,a �� Rate � Rate �O^ E. Design Media Loading Rote: 1.2 GPD/ftZ t�arrt�f a'bo tw��) �O F.Mound Abwrpt}on Rntio(Table IXa): 2.00 �o� - � - � O.�to5 1.2 � �.6 � G.Desfgn Contour Loading Rote: 12.0 GPD/ft ,o.�co 5�rine sand 0.6 2 1 1_6 Table i 'aria ba tine sa MOUND�ONTOUR LOAOING RATES: fi to�5 0.78 1.5 � 1.6 Moawrod • Toxture-daivAd Contour �t6 ro 30 0.6 2 0.78 2 Part RaW � n�aad absotpEion ra' ��°�� 31 ro 45 0.5 2A 0.78 2 �46 ta 60 0.45 2.6 0.6 2.6 s 6pntpi 1.0.1.3.2.0.2A,2.6 -12 � I��o�� - 5 0.3 6.3 6i-126mpi OR SA s12 I'i20 - - . - �i io mpi• :s.o' _b' '$ysterr�s with these values are rat Type i systems. Contour Loading Rate(linear loading rate)is a recommended vatue. 2. DISPERSAL MEDIA SIZING A. Calculate Required Dfspersal Bed Area:Design Flow (1.A):Design Media Londing Rote (1.E)=ftZ If a larger dispersal rt�dia area 750 GPD+ 1.20 GPD/ftZ = 625 ftZ is desired,enter size: �ft� B. Calculate Disperso!Bed Width:Conta�r Londing Rote (1.G):Design Media Loading Rnte (1.E)=Bed Width 12.0 ft : 1.2 �d/ft2 = 10 ft C. Calculate Dispersal Bed Length: Dispersal Bed Area (2.A):Bed Width (2.6)=Bed Length 625 ft2 = 10 ft = 63 ft D. Setect Dispersa!Media: rOCk E. If using a registered product,enter the Component Length: ��in= t2 = �ft F. If�ing a registered product,enter the Component Width: �i�= 12 = �ft G.Number of Components per Row=Bed Length (2.C)divided by Component Length (4.J)(Round up) � ft = � ft= �components/row H.Number of Rows =BQd Width (2.6)divided by Component Width (4.K)(Round up) Note:CLR of 10.3 Adjust Contour Loadimg Rate on Design Summary page until this number is a whole number Sel/ft rew(ts in 9 foot wide bed. � ft: � ft= �� rows �, Tota!Number of Components =Number of Compo�nts per Row X Number of Rows � X � - �componenu 3• ABSORPTION AREA SIZING Note:Mound setbacks are meawred from the Absorption Area. A. Calcutate Absorption Width:Bed Width (2.6)X Marnd Absorpiion Ratio (t.F)=AbsorpHon Width 10.0 ft X 2.0 = 20.0 ft B. For slopes>1�,the Absorption Width is meawred downhill from the upslope edge of the Bed. Calculate DoNd�slq�e Absorption Width:Absorption Width (3.A)-Bed Width (2.6)=ft 20.0 ft - 10.0 ft = 10.0 ft 4. MOUND SIZING� A. Calculate Cleqil5and Lift: 3 feet minus Depth to Limiting Condit�on (1.C)=Clean Sand Lift (1 ft minimum) 3.0 ft - 2.3 ft = 1.0 ft Design Sand Lift(optional): �� B. Calculate Upslope Height:Clean Sand Lift (4.A)+media depth (1 ft.)+cover (1 ft.)=Upslope Height 1.0 ft + 1.0 ft + 1.0 ft= 3.0 ft D•34:Slope Mul!ipli�r Table Und Slope� 0 t 1 3 4 5 6 7 8 9 t0 t i I2 t3 I4 i5 16 v Id 19 t0 21 22 23 24 25 Up51op2 3:t 3.Ih1 2.91 2.83 1.75 1.68 2.6t 2.5d 2,�18 2.d2 2.36 2.31 216 2.21 2.17 2.t]2.04 I.Q6 2.Oi 2.00 1.91 1.9i 1.43 1.9s 1.89 1.81 1.85 Berm RatiO �:t d.00 3,$� 3.70 3.57 3A5 3.33 3.23 3J2 3,03 2.9�2.86 2.Id 2.m 1.62 2.55 2.�8 2.dt 2.35 2.29 1.23 2.15 2.13 2.� 2A3 1.98 1.93 land Sfope A a r t 3 4 5 6 7 S 9 i0 1I 12 t 3 14 15 Ib 11 i8 19 20 II t2 23 24 15 DG�:m51opP 3:1 3.OG 3.09,i.;9 3.I4 3.�t1 3.53 3.C�b 3.EC 3.95 dJt 4.29 J.48 d.69 a.95 514 5.55 5.86 6.2J 6.63 LW 7.d1 1.41 8.J2 8.93 9.� t0.02 Bwm Ratio �t:� a.00 a.st�a35 4.54 dJ6 5.�0 5.I6 5.56 5.d6 b.IS 6.61 l.id 7.69 8.29 8,92 9.51 iQ.2d 10.4d 11.67 tl.a2 13.19 t3.99 14.82 15.63 16.54 17,�41 Select Upslope Berm Multiplier �' (based on land slope): 3.45 (figure D-34) D. Calcutate Ups(ape$erm Width:Multiplier (4.C)X U�lope Maind Height (4.6)=Upslope Berm Width 3.45 ft X 3.0 ft = 10.0 ft E. Calculate Drop in flevation Under Bed:Bed Width (2.6) X Land Slope (1.D):100=Orop (ft) 10.0 ft x 4.0 % s t0o= 0.40 ft F. Calculate Downslope Mamd Height:Upslope Height (4.6)+Drop in Elevation (4.E)=Downslope Height 3.0 ft + 0.40 ft = 3.4 ft Setect Downslope Berm Muttiptier G' (based on tand slope): 4.76 (figure D-34) H. Catculate Downslope Berm�dth:Muttiplier (4.G)X Downslope Heiqht (4.F)=Downs(ope Berm Width 4.76 x 3.4 ft = 16.0 ft I. Catculate Minimum Berm to tover Absorption Area:Downslope Absor�tion Width (3.6 or 3.C)+4 ft.=ft 10.0 ft + � ft = 14.0 ft J. Design Downslope Berm =greater of 4H and 41: 16.0 ft K. Select Endstope Berm Mu(tiplier: 3.00 (�alty 3.0 or 4.0) L. Calculate Endslope Berm (4.K)X Downslope Maund Heignt (4.F)=Endslope Berm Width 3.00 ft x 3.4 ft = 10.0 ft M.Calcutate Mound Width:Ups(ope Berm Width(4.D)+Bed Width (2.6)+powns(ope Berm Width (4.J)=ft 10.0 ft + 10.0 ft + 16.0 ft = 36.0 ft N. Calcutate Maind Length:Fndslope Berm�dth (4.L)+8ed Ler►gth (2.C)+Endslope Berm�dth (4.L)=ft 10.0 ft + 63.0 ft + 10.0 ft = 83.0 ft Comments: 5. MOUND DIMENSIONS ,.------------P--P--�--�------- " U slo e 4.D �o.o � , M � �� i � 1 � i � 1 � � Endslo e (4.L Dispersat Bed: (2.B x 2.C) � Endsto e (4.L) y o.o � � 10X 63 i 10.0 v � � � � � a , � , v � � � � � � � ; � o , , � ' , � Downslope (4.J j �6.0 � ------------------------------------- --------- Total Mound Len th (4.N) 83.0 4"inspection pipe 18"cover on top U slo e berm (4.I�) Downslo e berm (4.J) i 16.0 10.0 12"cover on sides (6" topsoil) t.0 Clean sand lift (4.A) (ft ___ ,_._.___ L3 �r'E=:}, r:, �_�r;�;:i��n t;.0} - - - -- _ Li;--�i:<<�_:� C s�;c�t,�;: — _..__.__..__ _ -- -...__�.--- __..._.__ __ - - _ __--.__._ __..._.__ Absor tion Width (3.A) �� Note• 20.0 For 0 to 1%slopes, Absorption Width is measured from the Bedequally in both directions. For stopes>1�, Abso�ption Width is measured downhilt from the upslope edge of the Bed. -� =-- OSTP Mound Materials Worksheet UNIVERSITY � �� Minnesota Poilutip� OF MINNESOTA �,;. �,L�.ti CoMrol A�ncy - ProjeCtlD: v 11.09.22 A•Calculate Bed(roc�c�Vo/ume:Bed Lenqth (2.0 X Bed NSdth 2.8)X Depth =Votume ft3 63.0 ft x 10.0 ft x 1.0 = 630.0 ft' Divide ft'by 27 ft'/yd3 io calculate cubic ards: 630.0 fr' = z7 = 23.3 yd3 Add 20%for cautructability: 23.3 yd'X 1.2 = 28.0 ' yd B. Calculate C[eai Sarrd olume: Volume Under Rock bc4d:Average Sm�d Depth x Media Width x Media Length =cubic feet 1.2 ft x 10.0 ft x 63.0 ft = 756.0 ft' For a Mound on a sl from 0-195 Volume from Length= {Upslope Iub�aid Heiight-1)X Absorptia�Width Beyond Bed X AAedia Bed Length) ft -1) X X ��ft = Volume from Width=((Wpslope Mound Height-1)X Absorption 1Nidth Beyond Bed X Media Bed Width) � ft -1) X X ft = `-1 Total C(e�Sand Volume:Volume from Length+Volume from N�idth+Volume Under Medio ft3 ~ ft3 + �� = ft; For a Mound on a slope eater than 1% Upslope Vo/ume:((Upslope Mound Hei ht -1)x 3 x Bed Length)+2=cubic feet �( 3.0 ft -�) x 3.Oft x 63.0 )+z= 189.0 ft' Downslope Volume:((Dawnslope Hei ht-1)x Downslope Absorptioo Width x Medio tenqrh)+2=cubic feet (( 3.4 ft-t) x 10.0 ft X 63.0 �+2= 756.0 ft' Er►dslope Volume:(Downslqpe Mound Hei ht-1)x 3 x Medio�dth =cubic feet ( 3.4 ft-1 ) X 3.0 ft X 10.0 ft = 72.0 ft' Totat Clean Sa�d Volume:fJpslope Volume+pownslope Volume+Endslope Votume +yv(ume Under Medio 189.0 ft' + 756.0 ft' + 72.0 ft' + 756.0 ft'= 1773.0 ft' Divide ft'by 27 ft'/yd'to ca�cutate cubic yards: �773.0 fC' = 27 = 65.7 yd' Add 20%for corutnxtabitity: 65.7 yd'X 1.z = 78.8 yd' C.Cakulate Sm►dy Berm Volume: Total Berm Volume(approx):((Avg.Mound Height-0.5 ft topsoil)x Mound Nfidth x Mound Length)+2=cubic feet ( 3.2 _ 0.5 �ft x 36.0 ft X 83.0 )+2= 4033.8 ft; Tota/Mound Volume-Cle�Sand volume-Rock Volume=cubic feet 4033.8 ft' - 1773.0 ft' - 630.0 ft3 = 1630.8 ft' Divide ft'by 27 ft'/yd'to catcwlate cubic yards: 1630.8 ft: 27 = 60.4 yd' Add 20%fw constructability: 60.4 yd' x 1 Z = 72.5 yd' D.Calc�ate Tops�oi!Materia!Vofume:Total Mound Width X Tota!Mound Length X.5 ft 36.0 n x 83.0 ft x o.5 n = 1494.0 � Divide ft'by 27 ft3/yd'to catc�ate cubic yards: 1494A ft' { v = 55.3 yd' Add 20%for coratructability: 55.3 yd' x �.2 = 66.4 yd' � _ OSTP Pressure Distribution �� UNIVERSITY �` �� .� Minnesota Pollution Desi�n Worksheet OF MINNESOTA �" � `� Control A enc �� ,.�� ProjectlD: v 11.09.22 1. Select Number oj Perforated l.aterols in system/zone: �3� _____ Insub�M.<um Iwn (2 feet is minimu�and 3 feet is moximum spocing) � �� _ � ' _ �r 7 ��Z�•�.• ,. • •.. �Z`sou<wer � � 2. Select Perforotion Spocing: 3.0 ft -; �. "' - . '�,'M`rtoratin.n WMM 3'aP� � Mi:MnumIXk . � .. iZ�. 3. Select Perforation Dlameter Size 7/32 in _ _ � � 6'o(rock � . . . 4. Length of Laterots =Media Bed Length-2 Feet. �,,�,,,��^��w:�,.-�a��,- ��+�,a«o��.�:2��0 3• 63 - 2ft = 61 ft Perforation cQn not be closer then 1 foot from edge. 5• Determine the Number of Perforotion Spaces. Divide the Length of L.aterals (Lir�4)by the Perforotion Spacing (Line 2)and round down to the nearest whole number. Number of PerjoraNan Spaces = b1 ft .- ��ft = 20 Spaces 6. Number of Perforutions per Loternt is equal to 1.0 plus the Number of Perforation Spaces (Line 5). Perforations Per Latera! = 20 Spaces + 1 = 21 Perfs. Per Laterat Check tabte below to ver�jy the number of perforallons per latero!guarantees less than o 10%discherge v�oriation. The vatue is doubie ff the a center manifold is used. Mlaydm�►Nutnber a#Pecfaati�s Per Latea�a!ta Guaratrtee<10%ascharge Van�n 'i4lnth P aanons 7/32 Inch Perforatior� Perforation Sp�cing IFeet1 �Pe D+ameter(inch�es) Perforatiw►Spacir� Pipe D'+ame#er flnches) f 1� 1Yt 1 3 1Feet� t 11G tYt 2 3 � fA 13 f8 3t1 b0 2 it 16 21 34 6$ 2� 8 12 16 28 5� 2�i 10 14 20 32 b4 3 8 12 ib 23 52 3 4 14 19 30 b0 3 f 16 Irxfi Ferforations 1/�Inch Peiforat3ons Perforation Spacirtg IFeet) P+pe Diarrseter{inches� PerForation Spa�cir� Pipe Diameter(tnthes) t tc;i !�: 2 3 (feet) t i�i i1� 2 3 1 12' t8 26 4�i 8T Z 21 33 M 74 149 2}`i 12 17 24 40 $0 21� 20 3Q 4t 69 135 3 12 16 22 37 75 3 20 19 3$ b4 128 �• Tota!Number of Perforatlau equals the Number of Perforations per LaterQ! (Line 6)multiplied by the Number of Perforated latera[s (Line 1). 21 Perf. Per Lateral X �Number of Perf. Laterals = 63 Total Number of Perf. 8. Catculate the Square Feet per Perforation. Recommended value is 4-f0 ft2 per perforotion. P°�'°"MonD1�'14P"'� � Does not appl y to At-Grades „,,,��t� "°"°""°"D1n10er �. '��. '�� '. Bed Area = Bed Width(ft)X Bed Length(ft) �/.0' O.IB � �O.s1 . O.SS .�OJ4. 1.5 �.52 O.St 0.69 0.9 10 ft x 63 ft = 630 ft� Z°' °:� °.S' °.'° ,.°. zs o.n o.ss o.ev i.n �A � OJ2 OJ2 . 0.1Y� L7A Square Foot per Perforet3on =Bed Area divided by the Total Number of Perforations (Line 7). •.o o.» o.o ,.,z ,.a 5.0` 0.�1 0.93� t16 � /.6S. Dwetlilgs wi[h 3/16 aich to 1/4;nch 630 ft2 .- 63 perforations = 10.0 ft2/perforations '`°°` ��•�� Owelli�wfth t I8 inch perforatb�n c. Z leet Ocher estaMhNnmts and M5T5 vAlh 3!16 9. Select Minimum Average Head: 1.0 1 l irch to V4 inch peRoratiwn 5 teec ��b��s aMMS'fS wich 1/8 krcA 10. Select Perforation Dischorge (GPM)based on Table III: 0.56 GPM per Perforation �1• Determine required Ftow Rate by multiplying the Totat Number of Perforotions (Line 7)by the Perforation Discharge (Line 10). � __ OSTP Pressure Distribution Y,�:2 UNIVERSITY �� - Minnesota Pollutfon Design Worksheet OF MINNESOTA Controi A enc .��4�.. 63 Perforations X 0.56 GPM per Perforacion = 36 GPM � OSTP Pressure Distribution =� �^ l)NIVERSITY �' �� Minnesota Pollution Design Worksheet OF MINNESOTA :,��.;: ,,. Contro)A enc - �� 12. Setect Type of Manifotd Connection (End or Center): � end � c.ermer 13. Select Loteral Diameter: 2.00 in ' Table 11 i Volume of Liquid in 14. Volume of Liquid Per Foot of Distribution Piping: 0.170 Galtons/ft ' Pipe �g, Volume of Distribu�ion Piping = �� V q�d ;Diameter Per Foot _[Number of Perforated Laterats (Line 1)X Length of Laterols (Line 4)X (inches) (Galions) (Volume of Liquid Per Foot of Distribution Piping(Line 14)] i 0.045 � X 61 ft X 0.170 gal/ft = 31.1 Gallons 1.25 Q.078 1.5 0.110 16. Minimum Dose=Volume of Distribution Piping(Line 15)X 4 2 0.170 3 0.380 31.1 gats X 4 = 124.4 Gallons 4 0.661 man pipe� _-c�eanouu --'--- --____�, ' ,, �,. � �, � � m �� Manifold P� p� P � P�.� , , � , r ean outs ' - ♦ ��Altemate location �,�� of PiPe ftom P�mP altemate loca6on of i from u �; f,�„ Comments/Special Design Considerations: � a`�" OSTP Design Summary Worksheet UNIVERSITY �E _�-�� Mi�nesota Poilution � CoMrol Agency OF MINNESOTA ��`� �� Property Owner/Client: John Lein Project ID:� v 11.09.22 Site address: 2700 6th Ave N Orono MN Proposed lot 4 Site B 1. AVERAGE DESIGN FLOW A. Design Flow: 750 Gallons Per Day(GPD) ►rote: The esdmated destqn flow is wraldered o peak J(ow mte Inctuding a soJety fuctor.For long term perjormance,the mrerage daily jlav is recommereded to be< B. Septic Tank capacity: 2250 Gallons 6oAs of tnis va�ue. �, Number of Septic Tanks or Compartments: � Effluent Screen&Atarm? �NO Type�Soil Treatment aid D�ersal Area* Type af Di�utlon* Q Traxhes Q ged Q� Mqxid At['xade Q Grovity Di�ribution QQ Prasu2 Disfnbution-Levd Q Prastre Distr�ution-Unkvd �Drip Dislnb. Q Hold'ag Tank� 'Selectioo Required Benchmark Elev= 1014.8 ft sYn�7YPe Benchmark LowNon: spike in power pole �Type I [']Type II ❑Type I II ❑Type IV ❑Type V Type of Distribution l�dia: Rock D. Pump Tnnk 1 Capacity: �Gallons Pump Tank 2 Capacity: �Gallorn 2- S�EVALUATION: A. Depth to Limitinq Layer: 18 inches 1.5 ft Elevatlon �Location of Limiting Layer: 1012.3 ft B. Meowred Rercent Land 51ope: 5.0 % 0.0 laation: Should2r � C. Soil Texture: � LOdm Perc Rate: �MPI D. Soil Hydraulic Loading Rate: 0.60 GPD/ft2 E.Contour Loading Rate 12.0 Gal/ft 3. DESIGN SUMMARY Trench Design Summary Dispersal Area �ftz Sidewall Depth �in Trench Width �in Total Lineal Feet �ft Number of Trenches � Maximum Trench Depth �in Designe�'s Max Trench Depth in Bed Design Summary Absorption Area �{� Media Below Pipe �in Bed Length �ft Bed Width �ft Maximum Bed Depth �in Designers Max Bed Depth �in Mound Design Summary Absorption Area 625 ftZ Bed LenBth 63 ft Bed width 10.0 ft Absorption Width 20.0 ft Clean Sand Lift 1,5 ft Berm Width (slope 0-1%)�ft Upstope Berm Width 12.0 ft Downslope Berm Width 20.0 ft Endslope Bemt Width �2,Q ft Total System Length $� ft Total System Width 42 ft At-Grade Design Summary Absorption Bed Width �ft Absorption Bed Length �ft System Height �ft Absorption Bed Area �ftz Upslope Berm Width �ft Downslope Bertn Width �ft Endstope Benn Width �ft System Length �ft System Width �ft � ��- OSTP Design Summary Worksheet UNIVERSITY fi � ��` Mi�ne�ta Poilution OF MINNESOTA �'' ��=°� Comrol Agency ~� �-�\�: Pressure Dtstribution Summary No.of Perforated Laterals � Perforation Spacing �ft Perforation Diameter 7/32 in Lateral Diameter 2.00 in Supply Pipe Diameter 0.00 in Minimum Dose Votume �p Flow Rate 36 GPM Total Head �ft Maximum Dose Volume 187.5 Holding Tanks Only Number of Hotding Tanks � Total Volume of Holding Tanks � gatlons High Level Alarm? � 4. Additional Info for Type IV/Pretreatment Desig� Type of Pretreatment Unit Being Installed: Orgonic Loading to Pretreab�nt Unit =Design Flow X Estimated BOD in mg/l in the effluent X 8.35=1,000,000 �� X �mg/L X 8.35=1,000,000= �tbs BODfday Calculate System Organic Loading: lbs.80D/dny:Bottom Area =lbs/day/ftZ �Ibs/day: �ft2= �lbs/day/ftZ Comments/Special Design Considerations: 1 hereby certify that 1 have completed this v�rork in accordance with all applicable ordinances,rules and taws. Joseph J Olson `�..._----`�« 810 07/23/12 (Designer) (Signature) (License#) (Date) � ` � OSTP Mound Design Worksheet � UNIVERSITY ��' �' - Minnesota Poilutnpn O :' � Control Age�ty �� S��pe OF MINNESOTA y,,�� 1. SYSTEM SIZIMG: Project ID: v 11.09.22 A.Design Flow(Flow&Soif- 1.A): 750 GPD TABL,E ��a B. Soi!Loading Rote(Ftow&Soit-3.C): 0.6� GPD/ft2 �OADING RATES FORDETERMiNING BOTTOM ABSORPTION AREA AND ABSORPTION RATIOS USING PERCOLATION TE5T5 C.Depth to Limitirlg Condition: 1.5 ft TrcatmeM LevN C Tteatment Levei A,A4,e, D.Percent Land Slc�e: 5.0 % A°SO`�°" "°s°'P`i°" ve.co�aaoe Raee �nrea�oam� �una �� Moww �� Raoe �P� Rau � E. Design Media Loqding Rate: 1.2 GPD/ft2 (�_) Ra°D ��rt3� a'�O F.Mound Absorption Rntio(Table IXa): 2.00 <o� - � - a U,to9 �.2 1 1.6 1 G.Desiqn Contour Londing Rate: 12.0 GPD/ft 0.7 to 5(f�e sar� 0.6 2 'I 7.6 Taibie 1 �antl Ioa hne sa MOUttO COf(TOUR LOADING RATES: s to�5 0.78 1.5 � �.6 Moawrod ' TPxturo-dwivcd Contour is to 30 0.6 2 0.78 2 Porr Rate � mo�ahd abwrption rat' �'��g �3t to a5 0.5 2.4 0.78 2 Ratc: 46 to 60 0.45 2.6 0.6 2.6 560mpi t.0. t.3,2.0.2.J.2.6 �12 �6�to 120 - 5 0.3 5.3 bl•126mpi OR 5.0 _12 >720 _ . _ _ _i zo n,pi• >s.o' _b' 'Systems with these values are rrot Type i systems. Contour Loading Rate(linear loading rete)is a recortunended value. 2. DISPERSAL MEDIA SIZING A. Calculate Required Disperw!Bed Area:Desiqn Flow (1.A�=Design Medio Loading Rate (1.E)=ftZ If a larger dispersal media area 750 GPD= 1.20 GPD/ft2 = 625 ft2 is desired,entc�size: �ft2 B. Calculate Disperw!Bed Width:Conta�r Looding Rate (1.G)=Desiqn Media tooding Rate (1.E)=Bed Width 12.0 ft = 1.2 gpolftZ = 10 ft C. Calculate Dispersal Bed tength: Dispersa!Bed Area (2.A)=Bed�dth (2.6)=Bed Length 625 ftz : 10 ft = 63 ft D. Select Dispersol Media: fOCk E. If using a registered product,enter the Component Lenqth: �in+ 12 = �ft F, if using a registered p�oduct,enter[he Component Width: ��in= 12 = �ft G.Number of Components per Row =Bed length (2.C)divided by Component Length {4.J)(Round up) � ft � � ft= �components/row H. Number of Rows =Bed Width (2.6)divided by Component Width (4.K)(Round up) Note:CLR of f0.3 qaUft rewlts in 9 foot Adjust Contour Loading Rate on Design Summary page untit this number is a whole number �� ft= � ft= Q rows �, Tota!Number of Components =Numbe�of Components per Row X Number of Rows � X � _ �components 3• ABSORPTION AREA SIZING Note:Mound�etbacks are meawred from the Absorption Areo. A. Calculate A63drptron Width:Bed Width (2.6)X Mound Absorption Ratio (1.F)=Absorption Width 10.0 ft X 2.0 = 20.0 ft B. For slopes>1%,the Absorption Width is measured downhilt from the upslope edge of the Bed. Calculate!�►�ms(ope Absorption Width:Absorption Width (3.A)-Bed Width (2.6)=ft 20.0 ft - 10.0 ft = 10.0 ft 4. MOUND SIZING A. Calcutate Clenn Sand Lift: 3 feet minus Depth to Limiting Condition (1.C)=Clean Sand Lift (1 ft minimum) 3.0 ft - 1.5 ft = 1.5 ft Design Sand Lift(optional): �1,5 B. Calculate Upslope Height:C(ean Sand Lift (4.A)+media depth (1 ft.)+cower (1 ft.)=Upslope Heiqht 1.5 ft + 1.0 ft + 1.0 ft= 3.5 ft D-34:Slope Muldplie Ta6te LandSiOpe� 0 I 2 3 d 5 6 1 8 9 10 II 12 13 14 15 16 1I 1Q 14 2Q 21 22 23 M 25 Up51Cpe 3:1 3.QQ 2.91 2.83 2.15 2.68 2.6t 2.5�1 2.�8 La2 2.36 231 2.2b 111 2.i7 2.13 2.f� 2,05 1.Q3 I.IX3 1,97 1.95 1.43 1.91 1.89 1.87 I.95 Berm Rrtio �1:1 a.�0 3.d9 3.70 3.57 3A5 3.33 3.t3 3.t2 3.03 2.4d 2.86 2.18 2.70 2.61 t.55 1.a8 2.at 2.35 2.29 2.13 L�8 2.�? 2.08 2.Oi 1.96 I.93 LAfld SlOpe ro 0 f 2 3 4 5 6 7 8 4 14 i i U 11 14 15 t6 17 18 19 20 21 22 23 14 25 L�i�•10510p2 3:1 3.Q0 1.�9 3.�4 3.3Q 3.a1 3.53 3.66 3.80 3.�i�t.tt d14 d.�8 a.69 a.95 5.2d 5.55 5.88 61J 6.63 7.W 7.d1 7.43 8.a2 8.93 9.�i6 10.Q2 Bem�RaEio J:1 �t.00 4.f/'J35 J.S�d.76 5.00 5.26 4,56 5.�8 6.I5 6.61).14 7.69 8.24 8.92 9,51 10.24 10.9A 11.67 12,A2 13.19 13.99 13.82 t5.67 I6.5d 11Ad Selett Upstope Berm Muttiplier �' (based on land slope): 3.33 (figure D-34) D. Calculate Upstope Berm Width:Multiplier (4.C)X Upslope Mound Height (4.6}=tlps(ope Berm Width 3.33 ft x 3.5 ft = 12.0 ft E. Calcutate Drop in Elevation Under Bed:Bed�dth (2.6) X Land Slope (1.D)=100=Drop (ft) 10.0 ft X 5.0 % •- �oo= 0.50 ft F. Calculate Downslope Mound Heiqht:Ups(ope Height (4.6)+Drop in Elevotion (4.E)=Downslope Height 3.5 ft + 0.50 ft = 4.0 ft Select Downslo�e Berm Multiplier �' (based on land slope): 5.00 (figure D-34) H. Calcutate Dowru(ope Berm Width:Multiplier (4.G)X Downs(ope Height (4.F)=Dorms(ope Berm Width 5.00 x 4.0 ft = 20.0 ft i. Calculate Minimum Berm to Cover Absorption Area:Downslope Absorption Width (3.6 or 3.C)+4 ft.=ft 10.0 ft + Q4 ft = 14.0 ft J. Design Downs(ope Berrn =greater of 4H and 4L• 20.0 ft K. Select Endslope Berm Multiplier: 3.00 (uwally 3.0 or 4.0) L. Calculate Endslope Berm (4.K)X Downslope Mound Height (4.F)=Endslope Berm Width 3.00 ft X 4.0 ft = 12.0 ft M.Calcutate Mound Width:Upslope Berm Width(4.D)+Bed Width (2.6)+Downslope Berm Width (4.J)=ft 12.0 ft + 10.0 ft + 20.0 ft = 42.0 ft N. Calculate Mound Length:Endslope Berm Width (4.L)+Bed Lenqth (2.C)+Endstope Berm�dth (4.L)=ft 12.0 ft + 63.0 ft + 12.0 ft = 87.0 ft Comments• 5. MOUND DIMENSIONS N ---------Upsiope (4.D) ---------�Z.o ---------_ � �' ', , , , � , , , � � � Endslo e (4.L) Q�Spersal Bed: (2.B x 2.C) .� Endsto e (4.L) � yz.o ,ox 63 ; � ,Z.o � , � , � � v , � , v � v , c ' � � i O ' � : � Downslope (4.J} 20.0 � ------------------------------------- ---------_ Total Mound Len th (4.N 87•� 4"inspection pipe 18"cover on top U sto berm (4.D) Downsto e berm 4.J) 20.0 12.0 12"cover on sides (6"topsoit) 1.9 Clean sand tift (4.A► (ft �.5 �r."'�-t%�li lii �;�tiii�.7t�tg 11.�1 __ �.3�1`li��tl 'n` i ..�___..__.�___. _----- � C.,; f1} pt? �-—�-_.._.----- ..___._..... .__---�---_._.___�___. --._ Absor tion Width (3.A) " ��—-�-—�- - Note: 20.0 For 0 to 1%stopes, Absorption Width is measured from the Bedequatly in both directions. For slopes>1�, AbsorPtion Widthis measured downhitt from the upslope edge of the Bed. Mi�nesota_Rollution OSTP Mound Materials Worksheet UNIVERSITY �`�::. � � �. .�..� Controi A enc OF MINNESOTA : i� 9 Y - `'1"�`•.. ojettlD: v 11.09.22 A.Calculate Bed (rock)Volume:Bed Length (2.0 X Bed�dth 2.6)X Depth =Volume ft; 63.0 ft X 10.0 ft X �.o = 630.0 ft' Divide ft'by 27 ft3/yd'to calcutate cubic s: 630.0 ft' = 27 = 23.3 yd' Add 20%for cor�structabitity: 23.3 yd3 X 1.2 = 28.0 yd' B. Catcutate[tean S�d Volume: Votume Under Rxk bed:Average Sand Depth x Media�dtA x Media Length =cubic feet 1.8 ft X 10.0 ft X 63.0 ft = 1102.5 ft' For a Mound on a slape from 0-1l6 Volume from Length=((Upslope Mound Height-1)X Absorption�dth Beyond Bed X Media Bed LenSth) ft -1) X X ft = Volume from Width=(Upslope Mound Height-1)X Absorpdon Width Beyand Bed X Media Bed Width) ft -1) X X C�ft = Total Gean Sm►d Volume:Volume from Le th+Volume from Widtt►+Volume Under Media � + � + � � � For a Mound on a slope greater than 1% Upslope Vo/ume:((Ups(ope Mou�Height -1)x 3 x Bed Length)+2=cubic feet (( 3.5 ft -�� X 3.0 ft x 63.0 )-►2= 236.3 ft' Downslope Volume:((D�ownslope Hei ht-1)x Downslope Absorption Width x Media Length)+2=cubic feet (( 4.0 ft-ty x 10.0 ft X 63.0 )}z= 945.0 ft' Endstope Volume:(Downslope Mound Heiqht-1)x 3 x Media�dth =cubic feet ( 4.0 ft-1 ) X 3.0 ft X 10.0 ft = 90.0 ft� Total C(eon Sond Volume�Upslope Volume+pownslope Volume�Fsdslope Vdume +Vdume Under Medta 236.3 ft' + 945.0 ft' + 90.0 ft' + 1102.5 ft'= 2373.8 ft' Divide ft'by 27 ft3/yd3 to calcutate cubic yards: 2373.8 ft' : 27 = 87.9 yd' Add 20%for constructability: 87.9 yd'X 1.2 = 105.5 yd' C. Calculate Sondy Berm Volume: Totnl Berm Volume(appron):((Avg.Mou�Height-0.5 ft topsoil)x Mound Width x MowM Len th)�2=cubic feet ( 3.8 _ 0.5 )ft x 42.0 ft x 87.0 )�2= 5937.8 ft; Totot Mourx/Votume-Cteon Sond vo/ume-Rock Volume=cubic feet 5937.8 ft' - 2373.8 fc' - 630.0 ft' = 2934.0 fr' Divide ft'by 27 ft'/yd'to catcutate cubic yards: 2934.0 ft' = 27 = 108.7 yd' Add 20%for construcWbility: 108.7 yd' x 1.2 = 130.4 yd; D.Calculate Topsoil Mvterlol Volume:Totot Mound M�rdth X Tota!Mound Length X.5 ft 42.0 ft X 87.0 ft X 0.5 ft = 1827.0 ft' Divide ft'by 27 ft'/yd'to calculate cubic yards: 1827.0 fC' = 27 = 67.7 yd' Add 20%for corutructabitity: C 67.7 yd' x 1.2 = 81.2 yd' � _ OSTP Pressure Distribution Y��,;�� , UNIVERSITY � ° �` Mi�nesora Poilution Des�gn Worksheet OF MINNESOTA �;.� . r ,� � Control A enc •� �, ProjectlD: v 11.09.22 1. Select Number of Perforated Laterals in system/zone: � _______ (2 feet is minir►wm�ond 3 feet is maximum spocing) ��'"�""":.""'�" �� _ .. � ' 'r Y� 2. Setect Perforotion Spacing: 3.0 ft ,�.`�. • ';�--5oi1 �"`• ' ' � - -� t - MlnimWn `/.'pCrlwatioM syated 3'aP.xl 7'-1'ol rtxk� � � t2' � 3. Setect Perforation Diameter Size 7/32 in _ _ � �6'�ofrock � 4. Length of Laterals =Media Bed Length-2 Feet. ��.,i+��,:�,.-�o'!." Perloratbn spacinq:2'to 3' 63 - 2ft = 61 ft Perforation can not be closer then 1 foot from edge. 5• Determine the Number of Perforation Spaces. Divide the Length of Laterals (Line 4)by the Perforation Spacing (Line 2)and round down to the nearest whole number. Number of Perforation Spoces = 61 ft = �ft = 20 Spaces 6. Number of Perforations per L.ateral is equal to 1.0 plus the Number of Pert'oration Spaces (Line 5). Perforations Per Latera! = 20 Spaces + 1 = 21 Perts. Per Lateral Check table be(ow to verijy the number of perforations per laterat guaruntees less than a 10%dfisclwrge variotion. The vo(ue is double if the a center nwnifold is used. Maximum Mennb.v o#P�rforatiur�Fer Laterai to Guarbntee<fD96 flischarge Yariatia� ,,Enc P oraboaz 7/321nch Perforations Perforatio�SpMinB(Feet) �PQ Diameter(tntE�s1 Perfa�ation Spacing Pipe Diameter(inches) f 116 1Yt 2 3 (Fee!) t t1� 1V: 1 3 2 �0 13 18 30 64 2 1t 16 21 34 b8 �� 8 12 1b 28 5-t 21h 10 14 10 32 b4 3 � 12 16 Z� 52 3 9 14 14 30 60 3�'161nct►Petfaratians iB Inch Perfarations Peiforatron Pipe E?ia+reter r#nches? PerforaEion Spacing Pipe Diameter(Inches) spacir,g IFeet) 1 115 t�t 1 3 fFee!) 1 t+k it; 2 3 2 1� 18 26 9b 87 2 21 33 44 T4 149 2ti': 11 17 24 4(? �0 2fh 2Q 3Q 4 t 69 135 3 1$ 16 22 37 75 3 20 29 38 b� 128 7• Totol Number of Perforat�ons equals the Number of Perforations per Lateral (Line 6)multiplied by the Number of Perforated Lnterals (Line 1). 21 Pert. Per Lateral X �Number of Perf. Laterals = 63 Total Number of PerF. �—_�__.____.___�__---------- 8. Calculate the Square Feet per Perforation. Recommended va(ue is 4-f0 ft 2 per perforvtion. °Kfo^"°^D1��6P"'� Does not appl y to At-Grades ��`rt� Ao.ro.+�oi...a. �� r�� Bed Area = Bed Width(R)X Bed Length(ft) LO' OJ6 O.N � 0.56 0.7t 1.S O.I2 O.St O.f9 0.9 1� ft X 63 ft = 630 ftZ zo� o.�a oss o.m �_w zs o.z9 o.as o.n �.n s.o o.az o.sz o.so �.re Squore Foot per Perforotion =Bed Area divided by the Tota!Number of Perforations (Line 7). ..o 0.3� o.� ,.,a ,..� s. o.a� o.n �.:s �.as 630 ft2 .- 63 perforations = 10.0 ft2/perforations �� p�,��h 3/16 inc�tv t/4 inch Dwellf��with t/d inch pMorallo� 3fee[ OCBeratadk�mentsaMM575wfcA3l�6 9. Select Minimum Average Heod: 1.� ft �ncn w va�ncn oertoratb�s 5 teec aher esublkNnents aiW u5T5 with t/8 incA pMaatiau 10. Select Perforotion Disclwrge (GPM)based on Table III: 0.56 GPM per Perforation 11• Determine required Ftow Rcte by muttiplying the Total Number of Perforations (Line 7)by the Perforotion Dixhorge (Line 10). � OSTP Pressure Distribution - � UNTVERSITY " �` �'' Minnesota Poqution � �`� �� Control A enc Des�gn Worksheet OF MINNESOTA �.�� .... ,��.,,. J 63 Perforations X 0.56 GPM per Perforation = 36 GPM � f`- _ OSTP Pressure Distribution �v . UNIVERSITY �f'�' �� ""�^^es°�P°°�t�°n Des�gn Worksheet OF MINNESOTA ;�� Control A enc . ��,�J 12. Select Type of Manifo(d Connectron (End or Center): � End ❑ c�,ter 13. Select Lateral Diometer: 2.00 in T�le 11 i Votume of Liquid in 14. Volume of Liquid Aer Foot of Dlstribution Pipin�: 0.170 GallonslR � Pipe 15. Volume of Distribution PJping = �� "}q�d Diameter Per Foot _[Number of Perforated Lotero(s (Line 1)X Length of Lntera(s (Line 4)X ; (inches) {Gallons) (Volume of Liquid Per Foot of Distribution Piping(Line 14)] 1 0.045 � �� '� 1.25 0.078 3 X 61 ft X 0.170 al/ft 31.1 Gallons 1.5 0.110 16. Minimum Dose=Volume of Distribution Piping(Line 15)X 4 2 0.170 3 0.38U 31.1 gals X 4 = 124.4 Gallons 4 0.661 mam p�pe` ,-Cleanouts _----- ---__,` i � �' l/' � '/ � � pipe from pump ; nnanito�d pi�e�` , � , , � � leanouis ` ----___, �Altemate location �� of P�Pe from P�mP attemate laation of i from um � �, Comments/Special Design Considerations: Loqs of Soil Borinqs License#810 Location or Project: Proposed Lot 4 2700 6th Ave. N Borings made by: Rusty Olson's Soil and Perc testing 7i16/2012 Class�cation System: AASHO ; USDS•USDS-SCS X ; Unified ; Other Auger used (check twa): Hand_X , or Power , Flight, Bucket or Probe_X Boring Number_1�Surface elevation 1016.0_ Mottled Soil at_2.5_feet 0"-22" Dark brown �oam 10yr3/2 H20 present at_X 22"-30" Brown loam 10yr4/4 30"-36" Rusty brown clay loam 2.5y5/3 Boring Number_2�Surtace elevation 1016.0_ Mottled Soil at 2.3_feet 0"-20" Dark brown loam 10yr3/2 H20 present at X 20"-28" Brown loam 10yr4/4 28"-32" Rusty brown clay loam 2.Sy5/3 Boring Number_3 Surface Elevation_1013.8 Mottled Soil at_1.5 feet 0"-6" Dark brown loam 1 Qyr3/2 H20 present at X 6"-18" Brown loam to clay toam 10yr4/4 18"-30" Rusty brown loam 10yr5/4 Boring Number 4_Surface Elevation_1013.8 Mottled Soil at_1.5_feet 0"-18" Dark brown loam 10yr3/Z H20 present at X 18"-22" Rusty brown clay loam 10yr4/4 22"-30"Rusty brown day loam 2.5y5/3 � Boring Number 5_Surface Elevation_1014.8 Mottled Soil at_1.5_feet 0"-18" Dark brown loam 10yr3/2 H2Q present at_X 18"-22" Rusty brown clay loam 10yr4/4 22"-30" Rusty brown clay loam 2.5y5/3 Boring Number 6_Surface elevation 1013.1_ Mottled Soil at_1.5_feet 0"-6" Dark brown loam 1 Dyr3/2 H20 present at_X 6"-18" Brown loam to clay loam 10yr4/4 18"-30"Rusty brown loam 10yr5/4 Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc.starting at 9:30 A.M. On7/17/12 Location: Proposed Lot 4 2700 6th Ave_ N. Hole number: 1 Date hole was prepared:7/16/12 Depth of hole bottom_12'_inches, Diameter of hole_6"inches. Soil data from test hole: Depth, inches Soil texture 0.12" Dark brown loam 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water 1511ing 7/16/12 depth of initial water filling 12 inches above the hole bottom Method 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 tests 6 inches Time Time Depth Drop in H20 Perc Rate 9:49 14:�4 6" 5.5 2.7 10:11 10:26 6" 5.5 2.7 10:27 10:42 6" 5.5 2.7 AVERAGE PERC. RATE 2.7 Mpl Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 9:30 A.M. On7/17/12 Location: Proposed Lot 4 2700 6th Ave. N. Hole number. 2 Date hoie was prepared:7/16/12 Depth of hole bottorn_12=inches, Diameter of hole_6'_inches. Soil data from test hole: Depth, inches Soil te�ure 0-12" Dark brown loam 1 Qyr3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water fiUing 7/16/12 depth of initial water filling 12 inches above the hole bottom Me#hod 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 tests 6 inches Time Time Depth Drop in H20 Perc Rate 9:50 10:D5 6" 5.5 2.7 10:10 10:25 6" 5.5 2.7 10:28 10:43 6" 5.5 2.7 AVERAGE PERC. RATE 2.7 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Otson's Perc. starting at 9:30 A.M. On7/17/12 Location: Propose+d Lot 4 2700 6th Ave. N. Hole number: 3 Date hole was prepared:7h6/12 Depth of hole bottom_12"_inches, Diameter of hole_fi"_inches. Soil data from test hole: Depth, inches Soil texture U-6" Dark brown loam 10yr3/2 S"-12" brown loam to clay loam 10yr4/4 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 7/16/12 depth of initial water filling 12 inches above the hole bottom Method used to maiMain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum wrater depth above hole bottom during tests 6 inches Time Time Depth Drop in H20 Perc Rate 9:51 10:� 6" 3.5 4.3 10:09 10:24 6" 3_2 4.7 10:29 10:44 6" 3.1 4.8 AVERAGE PERC. RATE 4.6 MPf f Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 9:30 A.M. On7117/12 Location: Proposed Lot 4 27U0 6th Ave. N. Hole number: 4 Date hole was prepared:7/16/12 Depth of hole bottom_12=inches, Diameter of hole_6'_inches. Soil data from test hole: Depth, inches Soit texture 0-12" Dark brown loam 10yr3/2 Method�of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 7/16/12 depth of initial water filling 12 inches a�ve the hole bottom Method used to mair�tain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H20 Perc Rate 9:52 10:0 6" 5.0 3.0 10:08 10:23 6" 4.7 3.2 10:3Q 10:45 6" 4_5 3.3 AVERAGE PERC. RATE 3.2 MPI