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HomeMy WebLinkAbout1987 septic design SEPTIC SYSTEM INFORMATION STREET ADDRESS ��� �fl���' ��U� LOT� BLOCK / SUBDIVISION .g/�'f.s'�j)� �/�u� MONTH AND YEAR TESTING DONE �Lt C�u�� ��S / TTEMS ALREADY COMPLETED � �Ka�e i�c�s � P�.c 7�s� , ���� �� �-e��..�,1� �� `-�,��r� �c� NEED TO COMPLETE BEFORE ISSUING BUILDING PERMTT: OBORINGS . � PERC TESTS v OSYSTEM DESIGN SITE PLAN O OTHER C�MMENTS ��--� P,� �-�vrr�o� �f f(�,—g� /UDT� : ��-� /l.)C� U�1�7`� �''UT��1177� p,e�-��u���z� s��S ���d�� Loc�� o us� � �rr- -rrKS S (7� ��1D�c-r�'�� - DATE THIS SHEET FILED /(1 "�S`�� BY SUBDIVISION FILE NO. �7� � , � y . . ti • , + . . S-P TESTII'VG, INC. ` , . 961 KATYDID LANE � ' ST. MICHAEL, MN 56378 ' 497�3588 � ' ' . STEVE�IIi1MER8 ' August 11, 1987 Landmark Construction Lot 3, 3820 Bayside Rd. . Orono, Henn. Co. , MN. This system is designed for a Type 1, four bedroom home and in accordance witYi the Minnesota Pollution Control Agency standards WPC 40 and local ordinances. The soils on this site are typical of SCS soils mapped - KkC - Kilkenny loam. A seasonally high water table was loacated� at the su�rface. This area has beEn e�tcavated. Assuming the seasonally� high water table at the surface, 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 18" have a percol�tion rate averaging 22.8 min/inch and are adequate for treating septic effluent. ; A pumping chamber will need to be installed to lift the efflue�t 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 ths manhole and pumping chamber in a weather proof �nclosure. A �warning device must be installed with a light and sound device, this is in case' of a pump failure. (Mercury floats are a good method) . . All neighboring wells are located more than 75' away from the proposed treatment area. . Keep all heavy equipment off of �the proposed trea�ment area before and after construction as much as possible. The treatment area should be marked off before construction. � With proper installation and maintenance, this system. should have no problem in treating septic effluent effectively. • • It is recommended that the septic �tanks be pumped every 2 years. Soil and Pe�colat[on Testa � `� " `' ' ," — Septtc Syite�n De�t�n $teven B. Schirmers . SBS/ds . ' • � i .. . , � y a� S ' 9 S � i � :�, GED�P. Tf?E£ � -6� '- � A55v�✓,Efl PRJ� GdRIJER � - , ._ � �l-�O_]►a'C� ` P�O?o5��^ -- ;/ � t � _. H 1�.\..--- �l° T��kTT'1'r�'� ; . - � -- - S �4g�D'J'a. ' / � , - c - --�� I, ' CC� � ��CS , �� - .,.� :.:�.� ., � D ; 1\ �- ,cs.�, `o{ !� - . , \ X. �� o� �. � ,_ -' f,,,r,,� - � �� - 6 l987 . � .� , ' ��S,c�1 w�o o Os' ' � \ � , . . i � � � \ J . - _'Y'�z ' " ;. ,�1�"�` � ,s� ioa.�- -- . ( - " - - � - - - - � � - /0%5�� � � t � \ � \ �� '� � 30 / � _ �/�'• '� _.` �`► , � ' ��� —iou� , `,,� - \ � �� (~d� c I �� }:A � X m . .� . - - - - - - -- � � �) �* _ ' ' `� - - - - - - - . • - - ' - . - / �) , .� ' - ;.; . / . - T � ' - � ;::. � � iozL-� � . `�tf/. �\ JO� ioz.�� � ROGK� \ � � ' ' T61rf � � . . - �cL.l� ' � � K�EP ALL NFi4f/Y FQv�P/�f�N7' OFF � OF THE Tfj£�fT'N��I T AR.��CS . �� p 3EFoR AXrD A�TFR co�tsr/eG�Tio.v �o�ca.. ¢ Y�r�� � p4, . Ct�x����- �..�C l � — — — — — �( � . . ' /`T���� � _ ��rp � � I � � GHEck Li(lOkRC�rROU�tI�I !?/LlTIFS . .�----� �t�o�--S t_ t o ., I � � -�°���:'" i I � ,�,� . ~ - - � � �� � � ��-�5,� . � � ,,��W��.� � . • � - �,s�o ��- c.-�s� � B Percolation Tests Sca le�- /��=S'�� �PERTY OF: L.Q.tl D /y�Q/C K TBI�I /5 ia/OoD F.t: L�TiS� _ � XSoii Borings l �� .S�.r�''/Q� L D T��3 ,�['/'ii.sN Ltii]`X (,���r.,+ttD itlFx�- •Bench Mark Z �a� ���,'s�o� k-�c . To o�k FL�!i - /oa.o � Note� This system is to be consiructed to meet ��" = '�`� "' �'� N 1`�'` � �° - the Mnnesota Poitution Controi Agenc.y �'� S—P TEST/NG/NC.• Standards -Y�PC 40 @� Loca1 Ordinance � Oesigned By��t- ,�. , L. :', , ._._ Date��/L/f; PH.6t2-497-3566 � . • • . � ; � � � Mc''C'(1..�� So\L uJXlS �c'� '�� s , . 6il�L� ar�� �O "C��F:- J�?P�� ' �- — � L" � � . - � LA�'C�Z Ofr '��L aF�1TJ1.� F�OYY�OV�a'� . 1�SS�-�W1'� S�RSONtit�`+f H11.1� uJ►a�Q � . , • AT 1 �." •L ck►�x�o ��►r sP�-ToR� , " . y..s o o�- s►ar*o t}.s , • c�"- /oS.K � a .� � ��� � /O�. � _� �� . - - SET- BACKS • �-----�-� ' �I HOUSE . Syslem must be� . . - - - - • - - - . - - - - - - - - . . . � � ' : � . • , Tonk ao� from property lines . x - ��-"���"-� �'�`Sr��' W���� , " � � from wei�s . . • . . � . � - �uc»-�r,�r+ca t�� d� irom b;dgs. . � � � � puw�� 1s�� L�u�� ' — - �E�F� '� Yc'=;=-�_ -j'°'• Trectment oreo =�irorn lokes, —�streoms. � f TMYKa S1�I�LL-OVJ -r� - - - � � �� � � � � ' ' 1�1OTE�Pwver supply ond switches must be bcated in o - - . - - Treotment arec 3.4_ from property lines • � t�fA-NHc�S rnqx.e" ' weather proof enc�osure outside the pumping chomber and monhole . " � . ' Q�►LCF�tt,.. �,frOm wE115 r I �C.,from bidgs. � �-- - -- SOIL BORIh6 ELEVAT10f�'S ' r - 1Q trom trees , � i � r -�� ,. �f�' �I �omin. . . � . � � THIII EL.-�oa.G� -n�'�(o -)o3S . . ,�,�do.s� ► � o TH"2EL.J.G�sd , . grodeT /�TH�3EL:l�d� Tonk Tonk '� ., _Drop to Tonk PRESSURE DISTRIBIJT�ON MOUND SYSTEM T H"4 E L-)D�.� . ' Min. I"io e� . . ' ' � � TH�5 EL-1�� Pumping �* 4ox.l��to4� � ��P S�iU�S Sl�+ALLoc�J Chomber . ELEVATION ot PROPOSED PUMPWG CHAM�BER-.9..lc�.Q �'� w��-`�-o�T . . to 6 dic.pipe . . . . . _ _ - I SYSTEM DESIGN -MOUND � � � � . • TYPE�,,� BEDROOM , Averoge percolotion rote�f�min./inch (design.83 sq.ft treotment orea per got.of daily sewoge flow) . G-L gal./day x.83sq.R�qa1.�sq.ff.of lreotment creo +10%=�-�sq:ft. (.= tOfi,width=��.it.length of bed orea�side slope run�to I x�height=�a_f1.x3L_ft,lown•oreo needed) � Gean rock needed-�Y2_sq.ft.treotrt�eM orea x •a "' depth of rock=S��l cu.fi=27=s�_cuyds(3/4��to 21/��dio. ,v�dudes 2��of rock obove pipe) • Clean sond fili below rock needed s�.2 cu.yds. op�xox. , sondy bam bock fill�._a.yds.opprox., topsoil 6��2�.cu.yd. �4�� SA�fl D��_a-JO_� - • , Number of tonks required�3_, Ist ionk oo gol. ,2ndtonk�gal.mirxrKms P�us P�•�+�P��l. L�-I14�'►'1i3E� . v�v�sFn �11 -Co �`d 7 . Pumping chamber copocity- 25% of doily sewoge fbw of�gol.=�gol.+reserve storoge o��sgot./bedroom=�gol.+pipe bock drov�oge- pROPERTY OF: � ���� m►�� ��ST_ . of_15�got./IOOIm.ft.o`��dio. suPplY Pipe, tin.ftneeded ► 0 � �_gol.�monifold lugal./IOOtinft of�"dio.pipe,In.ftneeded� ��gol. ��T-z � �u a� ��������.p. toial ccpocity needed22.�gal.(plus oreo for pump) usE n��,�./oo O Qd I.�ti,�, ' �;��� n 1�i ►J . 1-}�N 1� _ C 0. Distribution pipe �L��dio. �1�4y.f{in.f�� ��'i�d��. perforotions���oport �Pump size�hp. (pumpoble copocfty�2 gol. 4 cycles/doy) s�s� � � 5 � ta e �� �e�_5 ' $—P T ST/NG// . Note : When cor�struc��ng bed - � this oreo should be shoped No�e� D�stonce irom tRo�ment oreo 10 �ne�ghboring wetls- ' Des� ned 9 ��L �-`��'�`--= I'' Y� /Z T1=� � `� ! �.L' � 9 Y� to divert run-off trom entering ireotment oreo. 1- � ; Do�c ��/�/� , PH. 6►2-497-3566 I , _ � . / � _ c�a�c R rr2E� •, -C��s Zp� A55lJMED PROP GDP,hfER i � - BL�c.�p �s� - 1H'To l��11._ � ' .�'���s ` � ��1 S�ON- I �t-Z'�s�S�__. �D3 6 • -t�a-�-T��T �y . 14'R'�1�- Y�Y - -�,o'- ,o�� — - — � � \. � �\\ X y /�6 x w . � � I �._ ,_,_ r,�/0o D I • . \. . \ � ' � . . �� t \ o ��z_. �° . _ . _ . . . . _ . . . . - - • - - - • • - ' . ,o /OZ.3 /D/, I ��`_ �'. /�o�� '�1 � � , • _ _ • • • � o' c� 1 93' ' I So' • - . . • • - • , X ,\ .\ �3 « ' �Io2.d�Zo, � ,�C � � � / . - . `� . �o= \ /cL� � �d0 , . _ „ \ � � �� _��• �� o � i- - - � - � • - -•- . . � 3 ( _ � . . o� Gs' ` '' � e ' • - ioz.L-s� x� '- io1,� lo1.Y /cz,r� . J � Ro�K� � ��°.� � _ - TBM � � � . K��� A�� N�Q1�Y FG+viPNJEFf7' OFF � ' /OL./ . OF THE TR�'.t TNt N T A R,E.is . BEFoR A�SlD AfTFR Ca�STI�GGTiO�c! -�o�. � � � . . : . ���m�:.- - , — — — — � - � �- - - -� � � `-'1`;;____-� —_ . '►��� ��3•O I cHEck L�ID.��C cSROv�t.',o vr��r r�Fs �� - 1 � � ' �--- : �-�� . � W��.� . .. � ! . . . � � . � � � ��rn � • „_ PROPERTY OF� --. -- -� �rA R K . �Percolat�on Tests Scale� - - l a,� .sTf?�JG 7'i6N LD r"�3 rBl�l /S i�/GOJ7 F.� LeTiy _ XSoil Borings 1CCii.s.�►� t�iiTN (;.���1D A'lFxr •Bench Mork ? �aC i?��'��r,� �r . • 1'0 o�-_K FLF!/. - /Go.o r�. : �. t », r� Ni-}� �-` �cc Note= This system is to be constructed to meet ' the Minnesota Pollution Controi Agency .��c; S-P TEST/NG/NC.• . � _ � Standards -W PC 40 8� Local Ordirwnce �S�9�d By: L�.t-_ � , 1.�, , ,_ Dote�Y/L/.�.; PH.6�2-497-3566 --- . •• .� . _ _ _ � . - , � . . . . � - , � 4 .� . - ` � � S'S c�"sb S g 5.5 _ •- , � , ,� i ���a-- SET- BACKS � _ ' �o' , . , - - - _ HOUSE_ . _ . , • System must be� ` _ • . - - - - - • .. Tonk ao� from property lines X - ��-f�o,.a c��S�'-�� c�.w�v-f� _ _ . _ . _ - - ' " � , . • ' �from �wel►s - . . . � ��.o+�,�„�r�w tt�-r . -- . d o irom b.dgs. � � � p►arnP 1�� �ou��.R _ _ � � � . t.�U�� 'TB-���'— iw . �`. . , - Tr�otmeni are�=-irom ioke5;�streom� - - , '��"�S s���'-�`� _ � Treatmenl oreo � from property lines �• � � �T����sup�ly-ond�switches�mast be tocated in o . � � � weaiher proof encbsure outside the pumping chomber ond manhole . � - MI�N►fnc.�5 i'n�1.x.�" ��from wetls , E - ' . . ' BALrFi�t_ .a,Q irom bldgs. . - ' r-� . '!rom trees J SOII. 30RlNG ELEVA�IONS - i � - � ,_ � �I � �o'min. . . � TH�1 �L.-1�.� -rH�"(o —�o3S . ' "d�o.s � � o TH�2 FL.::C�� , . � ' . l 9rod�— �o �. � - 7cnk c�AT TH. 3 EL- ^'- . 7o nk PRESS.IP ION MOUND SYS'�M T H;'4 E L-»z.� Drop to Tonk . �' TH."5 EL-� ` � . � Min. l��f0 8� �Pumping � !� Mox,f��io4' � ��P T�R1.aY.S Sla�At.�oc�J Chomb . ' EINATiON ot PROPOSED PUMPING . �4,��0 6��dio.pi�e . ' ' . . . CHAMBER-�a� s�w��o�+T---- _ . _ I SYSTEM DESIGN -MOUND • ��,�.' • TYPE-� � BEDROOM Qve� rcolotion rote a3:.f�min./irx� (des� .83 sq.fi treotment o�eo per gal.of d��j/l�woce ) ' + � � Pe �9^ . �a�gol./day x.83sq.ftlQal.��.sq.ft.of treatmeM area +10%=�'?-sq.f1. (.= IOfi.width=��.ft.lenqth of bed ore i e slo �to 1 x�height= �c y f1.x�9_ft.lawn•�ea naeded) � Cleon rodc needed—�y�._sq.ft.treotment orea x •o "' depth d rock:.52�ai.ft=27=sZ.�_cuyds(3/4��to 2 I/��dic. ,e�dud �� mck above pipe) , � Cleonsm�dfill below rock needed.�lacu.yds. opprox. , sandybom bockfill,�.l_a.yds.opprox., topsoil 6��1.C��cu.yd. ���0 D��� �O - • � Number of tonk. required�_, Ist tonkL�Qgot. ,2ndtonk�gal.mirNnxrns P�Us PN•�+,P��� �t�iaw�t3E� , � . Pumpinq chomber copocity, 25% of daily sewog€ fbw of.��yal.=�_gol.+reserve storoge o��'yol/bedroom=�gol.+pipe PROPERTY OF�' �U�� m�� �'O'�'�ST_ • ofLv�qot./IOOIin.tt.of.,L�rdio.suPplY Pipe, Iin.ftneeded ��Z..�._, ..l.L1_gol.fmcnifoldl�gal./1001'inftof�°dia.pipe,l�.ftneeded� , I. L�T-� � ���;� ���S���QQ lotal Copocity needed�L�9a1.(P�us areo for pump) us� r+�•,�, 9d l.�ti�, � r���� n t��t� - s��1� � C G. ' Distribulion pipe �.1�`dio. ,15,�lin.ft, ���d�o. perforotions_,�,���oport �Pump s¢e�hp. (pu�po� �pa�ity J1�901.4 cycles/doy) s���G �'-I � �� �� ,��s_�s I $—P T ST/NG /���c. . .. - Note� When cor�struc�ing bcd - � this oreo shoub be shoped Note� D�stonce from treotment oreo to �ne�qhboring we!Is— � Des�gned 9y� �'� �� - f`— � to divert run-off trom entering �reotment oreo. 1�'�� ��'� �h x� � � ; Do+c��/�/� , pH. 6.2-497-3566 ��' � � L-ld C�R'rIFZCATIO:J # 00627 Lae�n �g gp�,�, �pzi� , ' " �' Location or.� Project Lot 3, 3820 Bavside Rd. , Orono ' IIorings made by S-P TestinQ, Inc. Steve Schirmers Date• 7-30-87 Classifiction System: AASHU ; USDA-SCS X ; . Unified�; Other � Auger used (check two) : Hand X , or Power , ' Flight , 'or Bucket X , Depth, IIoring nwmb.er • 1 � Depth, Boring number 2 in � in feet Surface elevation 102. 6 feet Surface elevation 102. 8 MOTTLED AT SURFACE MOTTLED AT SURFACE �0 - 0 - Fill - 0 _ 4�� dark brown lo Fill- � _ 4,� dark brown loa � _ Olive brown loam - 1 _ , ' excavate 4�� _ 1� 8�� 2 �' Olive brown loam w/ 2 - traces of sandy loam , , � � Olive brown loam - 3 - . 1 � 8�� _ 3 � 2�� 3 _ . excavated 4 - 4 _ � . Olive brown loam � i . . 5 - 5 _ , 6 - 3 � 2�� _ 6 � 6 - 4�� _ 6� � " 7 - � , 8 - � g _ � T:nd of boring �t 6 feet. End of boring at • 6 � feet. Standing water table: Standing water table: present at feet of depth, present at__�_ feet of depth, houi s •after boring. hou'rs after boring. Not present it� hole � X Not present in "hole X . Mottled soil : MOTTLED AT SURFACE Mottled soil : MO�TLED AT SURFACE Observed at_ feet of depth. Observed at • feet of depth. i�ot present ii� hole . Not presen�t in hole . Comments: Comments : � . . ' , L-1j C�RTIFICATION # 00627 Loqs of Soil Borinas � .� �� �• •� LocatiAn or Project Lot 3, 3820 Bavside Rd. , Orono ' Borings made by S-P Test_inq, Inc. Steve Schirmers Date 7-30-87 Classi£iction System: AASHU ; USDA-SCS X ; Unified , � ; Other � Auger used (check two) : Hand X , or Power , Flight�_, or Bu�ket X , Depth, I3oring number 3 Depth, Boring ntimber 4 in • in feet Surface elevation 102• 8 � feet Surface elevation 103 .6 �Q _ MOTTLED AT SURFACE � _ � MOTTLED AT SURFACE Fill -� _ 4,� dark brown loa , Fill -0 _ 4„ dark brown loam 1 - 1 _ , ' , � Gray brown silty loam - Olive brown loam - � excavated � 2 ..- • . excavated 2 4" - 2' 2" 3 .- • 3 _ , ' Olive brown loam 4" - 4 ' � ' 4 - 4 - . , . Hit rock' & tree roots � • 5 ' S - 2 � 2" _ 5� 4" 6 _ 6 _ Hit rock 7 - , �. _ � ' 8 - , E:�d of boring at 4 feet. End of boring at 5' 4" feet. Standing water table: ' Standing �ater 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 AT SURFACE Mottled soil : MOTTLED AT SURFACE Observed at feet of depth. � Observed at feet of depth. Not present in hole . Not present in ho.le . Comments : Comments : � � � L-l� C�RTIFICATION # 00627 L_oqq af Soil 13orin s � ��, �� �• �� Lpcation o.r.� Project__�Lot 3, 3820 Bayside Rd. , Orono Borings made by S-P Testinq, Inc. Steve Schirmers Date �-30-87 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other ' Auqer used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 5 Depth, Boring number 6 in in feet Surface elevation 102. 5 feet Surface elevation 103. 5 MOTTLED AT SURFACE MOTTLED AT SURFACE �0 - 0 - Fill - � _ 4„ dark brow�noa .. Fill -� _ 4„ dark brown loa � _ Olive brown loam - excavate 'Olive brown clay loam- 4" - 1-1/2' 1 4" - 1' 4" � excavated Gray brown silty loam w/fin 2 ' 1-1/2 ' - 2 ' 2" sand 2 - . Olive brown loam � � 3 - 2 � 2° _ 3 � 2" 3 _ � - Olive brown loam Olive brown loamy sand ' 4 - 4 _ . 3 � 2�� - 4� 8„ . S _ Gray silty loam 1'�4" - 4 ' 10" � 4 8 - 5 2 5 - Gray silty loam - strong Gray brown loam 4 ' 10" - 5 ' 8" 6 - 5 � 2�� _ 6 � 6 - ' 7 - � _ : � a - � 8 _ • 9 End of boring at �. 5 � 8�� feet. Fnd of borin at 6 feet. Standina water table: Standing water table: present at feet of depth, present at� feet of depth, hours •after boring. hours after boring. tvot present in hole • X . Not present in� hole X Mottled soil : MOTTLED AT SURFACE Mottled s`oil : MOTTLED AT SURFACE Observed at feet of depth. � Observed at feet of depth. Not present in hole . Not present in hole . Comments : Comments: � • , . PERCOLATION TEST DATA SHEET Percolationtestreadingsmadeby Steven B. Schirmers pn 7-31-87 '�tartinga� 9:44 �.��, Lot3,3820 Bayside Rd. 1 ����� ' 7-30-87 Test hole locatio� ,Hole number_T_,Date hole was preparc� Depth of hole bottorn 18 inches,Diameter of hole 6 �nches ' Soil data from test hole: Depth,inches ' Soil texture 0 — 4" Fill — dark brown •loam • 4" — 18" Olive brown loam — excavated Method of scratching sidewall Knif e � Depth of gravel in bottom of holp 2 inches 3: 30p.m. Date and hour of initiai water filling �—3�—8� ,Depth of initial water fillin,g 12 inches above holc bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphOn ,Maximum water depth above hole bottom during tes� 6 inrh�s Time ' Percolation Time interval, Measurement, Drop in water , rate, Remark� minutes inches level,inches � minutes per � inch Water re aining in t st hole � 9 :44 10: 14 6 2-3/4 � 10.9 30 min 10: 25 10 : 55 " 2-5/8 ; 11.4 " " 10: 56 11: 26 " " � " ^ „ Percolation rate = ??-2 �+inutes per inch. ; . . . . . . . � � i , . . � , . . PERCOLATION TEST DATA SHEET . Steven B. Schirmers 7-31-87 9 : 45 "'" Percolation test readings made by �•+ �tarting a� p.m. � Lot3 ,3820 Bayside Rd. ���� � Test hole locatio� ,Hole number 2 �Date hole was prcpare� 7—3 0—8 7 , Depth of hole bottom 18 inches,Diameter of hol� 6 inches . , Soil data from test hole: � , Depth,inches Soil texture 0 - 4" Fill - dark brown loam � � � 4" - 18" Olive brown loam -� excav�ated � Knife � Method of scratching sidewail ' • Depth of gravel in bottom of hole 2 inches � Datc and hour of initial water fillin,g �—3�—8 7 �pepth of inuial water filling 12 inches above h�le txntom ' � Method used to maintain at least 12 inches of water depth in hok for at least 4 hou� Automat�c s iphon ,Maximum water depth above hole bottom during tes� 6 inchcs � Time Percolation Time interval, Measurement, Drop in water rate, Remarkx � minutes inches level�inches minutes per � ineh . Water re aining in est hole • 9 : 45 10 : 15 6 1-11/16 17.'8 30 min , 10 : 2 4 10 : 5 4 " �� • n p �� 10: 5 7 11: 2 7 " " � �� „ �� Percolation rate = 1�• 8 n+inutes per inch. � � � • . PERCOLATION TEST DATA SHEET • � • Steven B. Schirmers 7-31-87 9:46 a.m. � Percolation test rcadings made by • �n s���g a� , � Lot3,3820 Bayside Rd. 3 ��� � 7-30-87 Test hole locatio� ,Hok number `�Date hole was preparcd Depth of hole botto�*+ 18 �nches.Diameter of hol� 6 ' ;nches ' Soil data from test hole: � . ' Depth,inches Soil texture � � - 4" . . . _F�11 - dark brnwn lnam 4" — 18" Olive brown loam — excavated � Method of scratching sidewall Kn i f e Depth of gravel in bottom of holp 2 inches . � 3:30p.m. Date and hour of initial water�Iling �—3�—8� ,Depth of initial water filling 1? inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hou*c �utomatic s iphon �Maximum watec depth above hole bottom during tes� 6 innc�. Time Percolation Time intervai. Measurement� Drop in water rate. Remarks minutes inches I�vel�inches minutes per inch Water re aining in t st hole 9 : 46 10: 16 6 1-1/8 26.7 30 min 10: 2 3 10:5 3 " �� �� �� �� 10: 5 8 11: 2 8 " " �� �� n � , Percolation rate = 2 6'� �+inutes per inch. ' . ' • . 1 � . PERCOLATION TEST DATA SHEET � Percolationtestreadin smadeb Steven B. Schirmers 7-31�87 9 :47 �•�" ; g y ^n ��� 'starting a� p.m. Test hole locatio�-- Lo t 3 ,3 8 2 0 .Bav s i de Rd. ,Hole number 4 ; ,Date hole was prepare� �—3 0—8 7 , Depth of hole botto�++ 18 �nches..Diameter of hol� 6 ;nches ; , � Soil data fmm test hole: � Depth,inches Soil texture � n — 4" Fi 11 — dark hrn�un lnam i 4" — 18" gray brown silty loam — �excavatred . • Method of scratching sidewall K n i f e : , Depth of gravel in bottom of hole 2 inches . 3 : 30p.m. � Datc and hour of initial water filling �—3�—8� �pepth of initial water�Iling 12 inches above holc bottum Method used to maintain at least 12 inches of water depth in hole for at least 4 hourc Automatic s iphon ,Maximum water depth above hole bottom during tes� 6 inches Time Percolation Time interval, Measurement� Drop in water . rate� Remark. minutes inches level,inches , miriutes per inch Water re aining in est hole � 9 :47 10: 17 6 3/4 • �40.0 30 min 10: 22 10: 52 " . �� n „ „ 10: 59 11: 29 " n. � �� , n n Percolation rate = 4 0.0 .,,�nutes per inch. . PERCOLATION TEST DATA SHEET � Steven B. Schirmers 7-31-87 9 :48 �� � Percolation test readings made by �n ��� �tacting a� p.m. Test hole locatio� Lo t 3,3 8 2 0 Bav s i de Rd. ,Hole number 5 ,Date hole was prepare� �—3 0—8 7 Depth of hole bottom 18 �nches,Diameter of hol! 6 �nches Soil data from test hole: • Depth.inches Soil texture ' • 0 — 4" Fill — dark brown . loam' 4" — 18" Olive brown loam — excavated � Method of scratching sidewall Knif e Depth of gravel in bottom of holP 2 inches , 7-30-87 3: 30p.m. 12 Uate and hour of initial water filling ,Depth of initisl water filling �nches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at leaat 4 hourR � Automatic s iphon ,Maximum water depth above hole botto�during tes� 6 inches Time � Percolation Time interval. Measurement� Drop in water rate. Remarks minutes inches level�inches minptes per inch Water re inin in t st hole • 9 : 48 10: 18 6 1-1/16 28�.2 30 min 10 • 21 10: 51 " " °' �� ^ 11: 00 11:30 " " "� " " Percolation rate = 2 8•2 �+�nutes per inch. � • PERCOLATION TEST DATA SHEET ' Steven B. Schirmers M, 7-31-87 � � g 9:49 � Percolation test readings made by-- tartin a� rau.� Test hole location Lot 3.3 8 2 0 Bav s ide Rd. ,Hole number 6 ,Date hole was prepg� �—3 0—8 7 Depth of hole bottom 1 8 inches,Diameter of hol� � �nchea . Soil data from test hole: • Uepth,inches Soil texture ' 0 - 4" Fill - dark brown loam , � 4" - 16" Olive brown clav loam _ pY,.��,�;-Q� 16" — 18" Olive brown loam � Method of scratching sidewall Kni f e ' Dcpth af gravel in bottom of hole 2 inches � 7-30-87 3 : 30p.m. � Uatc and huur of initial water filling ,Depth of initial water filling 12 inches above hole buttom Methal used to maintain at least 12 inches of water depth in hole for at least 4 hourR-_ Automatic siphon ,Maximum water depth above hole bottom during tes� 6 inchc. Time • Percolation Time interval, Measunement. Drop in water rate. Remark. minutes inches level.'inches minutes per 'inch 9 : 34 prefill 6 � 9 : 49 10: 19 6 2-1/2 ; 12.0 30 min 10 : 20 10: 5�0 � � � " 2-5/16 13 .0 " " 11:01 11: 31 " 2-3/16 13. 7 " " Percolation rate =- 12'9 •�inutes per inch. ; -PERFORATEO `�,.,�,.:! � _ ' . LATERALS . �•�I •�'•*��• � ` • , \_�`F•!'f+�LT~l� . . . SANDY LOAM SOIL , Yt. _ ':- �:�• _�.. .� ,; /��''� .� /. �� . : :�, ,�,,,,� `:�J � ��' ,•'���; '� ,; �,� ���':; �AYER OF STRAW OR �_ � � .�.-'�� "✓� / >�'' MARSH HAY COVERED ' ' . �-';;� / �/� /, � _r:l" � WITH RED ROSIN PAPER ��-� �� ;.. . /j�� % �, r' ;y - .�. �� ,, ' /� � � a a .,`.•�' �.! • j � t ! OR 2 ..,�:=. -�� /-� %/" ,',,�.� / :; P t PE � P-�P � '`;-•-. � � � � �,:t" ' � ,• . �; �. ,; � / �, �_�, /� 'V/�i % '' +y� , �� � r � / /• �� � � . I' ./� /�° II �.• /� � II/ M � N =a ;� •I CLE4AlV2 F�0 K .� ��'�. '�/ "' .`�,� �, ' �.� � �� � �' .�� � DIVERSION FOR • -� %'� '�' ,�'�'� '�� -'� �'''� . "��' SURFACE WATER 6" TOPS01 L� �' ,,�� '��'".' ;. ''i % /� �. s� as �.� srE�s � � � �o. � . , / � �we oac�ss wrfrarwN.�.ov�asK aR usnrc encw+oE wu�rr � , � � ' .. ! f�� , aou�++ar � � so� s a�+Es oa� oo Ta�s a�ar �� MasTu� - ..---'..� • .•' � . • � �� WN7'EHT 15 LE55 TWW 7f1E PL/�STIC UMIT�901L IS PLASTK IF IT UW �ROLLED � .' � •,;�!- , .r�'� / �/ :'' �p�u�ON w�Y�501L OEPETIDS ON ANY OF TFE��� SOII.�� :►• . / � p�� .•. • .w� �� .�` / � ' 10��IPM0�1(T AND OO�NQYi a0�l6TAUCT��N��M�1�N� 50�- .�: � •�.••� :�'j•��,'7�' : i / / i / :: MI A PLASTK �lDITION. �ti �, . ..�,' :�� , � '� y . �: � coNsrr�xrurc �n+e Mouw so as �r �� . �_ 3. lJSE OPlLY TRALX—TtlPE �tlIP1�TIT _ _; �—� . '_:-� �g'' i��/� Mqx ,.'•�• ,� �� T►+E�� �. �'::' a Tr�Musr ee �T i oF w� oa Flu.so�w�n� A vo+can- Z . INCF1 AND NO F45TER TFYW S --- .�. "� V _'������ � � � I •..�f r.�� nMM�AlTES�PER�1�PL�INGM7 E�OF�F11N 54ND• j� : � �'��� �f a . � •. ! ��� - -ti• 1''=`ti�� S T}E 12 MKM LA�R CF G.EIW SAW IS PI�RT OF TME �00(�RUCTIOPL SAPO �v. �� � O • •� • � _.J . .�.: . _ �,..•. •..�.�.. �;�y� C •.` ' _ ";�:�.. . . " ':_.-, • ;:': IS QONSIDERm CLFJW F IT CJ1N P11� TF��RUIT JAR TEST fOR �RE7E SMQ LE L pE `-= .-.. ;.,-�,,.,. .+s�:;•:�� �.� �oF n� c�w sr�+c ur� .Nu T►,e �oF,►+�ao« em �.,sr eE /� q ` �. _� „�,,, 3 ��,..,,�.::>;:�,.��:;:=:�, a�srnucrEo �v�.. � �•.r.:...•... . S'`1IvD � �O D��_,;�s ��� _ ,y::.�s..�:.•.:-. 7. OISTR18lJT10N PIPfS ARE 1� NCM DIAMETER SPhtm 40 INCMFS ON CEN7ER F' � S' ` ►t�^.. _.. :.,�•.s?:�. fqpp �INECTED T�0 A MANI� IN TF# CENI'ER OF 1'ME ROG( 8ED- PIPES MnVE B lA �..�- ��_ �, -•.-�'.�':;;;:: . ,-iNa+ a��w►noNs oaiu�n �ar 3s ►Nc�s aro Poinmruc oow�. c, . ,.. . tJ�E A NEM� DRILL BIT 70/NAIO 8URR5 INSIOE �ME P�PE. K R ., ' � -. :.�� ��"�''.'.8. t�1E INCH6 OF ROCK ARE PIACED UNOER T1E PERfORA7E0 LATERALS AND 2 R� EN Y�P - . -.. .- —�_ _ � ' INCMES A80VE FOR A TOTAI IiOCK OEPTM OF 12 INCFIE5. :�.. . �5. T►+E Rodc IS F�tt57 aovERED w�7►+ a u►YEft oF w►r ott STstaw wH�u+ 6 h�a+ `''•a-,_: OOVERED WITN A LAYER OF RED ROSIN PkPER LAPPm 6 INCF�SAT 7�E SEAMS. gqRRaE�R�� �- -•�o.�s� �� �o �� � �.� � � ,��„� R �AYE��Z �����,������� M«,�� qBpyE ThIE Fipp( �qYER 50 TMAT ME/�► Rd�N WILL QUN OfF. 13. SIOE SlOPES OF TME DIKES 5110ULD 8E NO STF�PER TM4N 4�1 ON CLAY SOILS 4N0 3�I ON 54NDY SO�lS. • N. -LAYiit.OEFFl�DS ONl TME AMOYNL OF WULT f). 15. MAXIMUM EFFI,I�NT DOSE PER PUMP CYCLE SMOULO BE NO MORE T►1E TABLE . VAlUES. 16. MINIMUM PUMPING RATE IS SF�OINN IN TABLE. PUMP�NG NEAD �MUST 9E ADEOUATE TO OVFRCOME ELEV4TION �IFiERENCE.FRKTION LO55 PUlS S f'EET FOR PERFORATED LATERALS. � • � E-'� 4 INCHES STRAW OR MARSH SANDY l.OAM SOIL . HAY AND LAYER OF RED ROSIN PAPER , � � PERFORATED LATERAL GRASS GOVER � 6 INCHES ' SAND FILL TOPSOII. ,+ . . �... `� MAXIMUM S�OPE --�- � � !� TO I �..,;. . . .4'"�Y�.�: _�- �� TOPSbIL — , � + �� � % SLOPE ,�SUBSOIL PLOWED OR CLEAN ROCK DISKEO SURFACE 3/4 TO 2�/2 INCHES CROSS SECT I ON A - A . PIPE FROM • RUMPING CHAMBER , ���� .� �, ► � • 1 .. �, : . ; � � ' ii �Y '1 �,� � i . �. � � o �. ^ � _ �._ , a . . � ( T i ; �. .. I 1 � � 11 .. . _. I � j � I :- 1 1 � I � PERFORATED I i i ; � • LATERALS � ' ' � '•' � � I. i , . —: i � ; -- ._. I � i � u :. .• I � � � J) _ " I ' �� � _... � _: 8ED AREA� , __� z ' i-- � � � J • _ � � ' � � � , , � � o . _' � � � � ' � � w � A A . ; w � W i ( � . �� I ' u � u i � I ' ` - - I i Z i Z � - - , i •; 20 � ��O ' � 20 ' _.. , � INCHE � � � � INCHES ._.� � � ' � ( : ' � � ' � � . � —I ._ _ L,_ ; _� DIKE —�-�� FEET `�' DIKE � MAX. �, . , �� . : - TOTAL WIDTH � � � � � � , � , ' � � �� ( � 1 � PLAN VIEW , ' G—l•�a TEE TO TEE LATERAL-MAN I FO LD CON STRU CT I 0 N � Grass Cover ; �" \ . Topsoi I /� � � .n , •�. . �'. .• , . . . , 4 �c.:•' ;.. . • . . , . .i.;... . ��'�.`�� �� � � Loamy Sand � : . .�: '� 8ackf i I I . Hay or Straw Covered � �� � `� � � � �°' by Layer of Red Rosin —" Paper (or nylon fabric) �. � � w ' c '_ '"•� �.• .a Latera I Perforation in Cap Near f � �" `� `� ` ` �� ` Crown of Pipe GC . 4 �� Tee . . ` ���� � Reducer � Perforations at LAteral � Manifo�d � Invert �� �� c��`tc�:�_�T � ee � �. � �,. � �; � .'`-�, ��=i��..—i—�..�i���� �S`�r.� � . � � . . . � . � ; ` :.�: —Roc�c�Layer �. . . � . .,;; . ,t. . . . :. 12 - I nch Layer of � � � . . . Clean Sand � �.� . � . . . • � . '���� ��:� - �- � � . LAYOUT OF PERFORATED PIPE LATERALS FOR PRESSURE DISTRIBUTION IN MOUND ' PERFORATED PLASTIC PIPEI���=���p. ) � PERFORATIONS SPACED 30" OR 36" fON SpAC�NG END ON CENTER. P3 RFORATION —"' � PERFpRAr VIEW S�Z�AY eE ��-° /3�, �6-� /: OR �4 . - MAN I FOLD PIPE z''A,�a. PERFORATIONS ON 80TTOM OF PLASTIC PIPE 40,, � PIPE FROM PUMPING CHAMBER _ END CAP 40�� ,�. r.: PIGGY BACK PLUG IN wear►+� AIARM wiRE FROSTPROOFtNG THE DROP 80X -� P� ��"� �A� MANNOLE COVER SECURED 12' SOIL COvER IN MOUSE 80.5EMENT DISCHARGE PIPE POWER SUPPLY�0 � PREVENT UNAUTMORIZED : �NTROL WIRE ��Y 3/j-2�/Z OIA.ROCK . PUMP POWER �ORD PLACE A ROCK ENVELOPE DRAIN TILE OR RIGID • 2a'�aur+o�E AROUNO DISCHARGE PIPE. fROM PUM pE�p�p�p p�,p,STIC PIPE ROCK SHOULD 8E 3/a TO 2�t —� 3'MIN. FROM 80TTOM OF TRENCH TO iROM UNION OR OTMER INCHES IN OIAMETER, WITH WATER TABLE OR CLAY OR ROCK _ pUICK DISCONNECT NO SAND. COVER WITH A 2 �LAYER 5T� FITTING INCH THICK SHEET OF , AU1RM FLOAT pN SEpARATE E�ECraita� CiRCu�r , EXPAN�ED POLYSTYRENE. �5E►zvE CAPACITY WHEREVER POSSIBLE MAIN- • AFTER ALARM SOUNOS TO SOIL TREATMENT TAIN A GRASS COVER OVER SOIL TREATMENT AREAS FOR TYPE I HOMES° nREa TOp OF TRENCH ANO ALLOW START LEVEL 9 _ �/' wEEPHoiE � SNOW TO REMAIN IN PLACE. REOUIRED SOIL TREATMENT AREA -- - -- 3.]~� — ORAINBACK;oR yyHEN SNOW COVER �S LIGHT, IN SOUARE FEET PER BEDROOM 1— _ ---- - -- CMEfK VALVE MAY 1 BE INSTALLED IF pLACE A 6 INCH HAY OR PERCOLATION � SHUT-OFF LEvEI Sj__ p�pE Tp TREATMEP(T RATE IN TRENCHES � a�aEa i5 �c^r STRAW LAYER ON GROUND MINUTES PER i2'-ie'MINIMUM OEPTM �F ABOVE PIPE. INCH SEEPAGE DEPTH OF ROCK BELOW 00 BEDS �ISTRIBUTION PIPE. IN INCHES PUMP4Bl.E CAPACITY 6 �2 �S 24 AT LEAST 75 GAUANS BACKFI LL EXPANDED FASTER _ _ — — — POLYSTYRENE THAN 0.1 b PUMPING RATE SHOULD NOT EXCEED DROP �X e' OUTFLOW CAPACITY OR 45 GALLONS PER MINUTE OISP�PE GE 6d O.i TO 5 125 125 100 85 75 (2T00 GALLONS PER HOUR). 6 TO 15 190 190 150 125 115 PUMP DISCHARGE HEAD MUST BE ADEQUATE TO RpCK�/a-2'/i OIA. OVERCOME ELEVATION OIFFERENCE BETWEEN THE 16 TO 30 250 250 200 165 150 PUMP AND DISTRIBUTION BOX PLUS FRICTlON LOSS IN �ISCHARGE PIPE. 31 TO 45 300 300 240 200 �80 46 TO 60 330 330 265 220 200 LIQU10 CAPACITIES OF VERTICAL CIRNt.AR TANKS SLAWER _. _ _ — -- THAN 60b INSIOE DIAMETER OF TANK GALLONS PER FOOT IN FEET Of OEPTH °SEwAGE F�ow • iso c�ao PEtt BEORooM D SPECiAL DESIGN SHOULO BE uSED TO PROVIDE ADEOUATE �,g 13.0 TO DETERMINE THE LIQUID rREarMENT aao A850RPTION OF EFF�UENT 2� 23 5 CAPACITY OF ANY TANK. FIRST DETERMINE THE SURFACE AREA 2•5 37•0 OF THE LIOUIQ MULTIPLY � - 3.0 53.0 THIS VALUE 8Y 7.5 (GALLONS RECOMMENDED AMOUNT OF EFFLUENT TO PUMP 4.0 94.0 PER CU81C FOOT) TO OETER- pER CYCL.E IS 25 PERCENT OF DAILY SEWAGE FLOW. 5.0 14T.0 MINE THE TANK LIQUID MINIMUM AMOUNT OF EFFLUENT TO PUMP PER 6.0 2�3.p CAPACITY IN GALLONS PER �y�E IS 75 GALLONS. FOOT OF OEPTH. FOR EXAMPLE. A CIRCULAR TANK WITH AN INSIOE OIAMETER OF 4 FEET HAS 94 GALLONS OF LIOUI� CAPACITY PER FOOT OF OEPTH. TO PUMP 200 GALLONS PER CYCLE. THE PUMP CONTROL SWITCHES WOt1L0 NEED TO BE SET 2.1 UNIVERSITY OF MINNESOTA - (p�/ga) FEET APART. ExrENSion� AGRICULTURAL ENGINEERING " lofl . PUMPING STATION ��e i . �ii i � • - . . e , � . . � � PENCIL ' MARKS .. . . � " ..:. �_*,-- - :-, . •� ..�. • . .-:�;,.:� . ,' ._ i;; . .�-.7 .14..*... ,� re .�. 6.' ,. ' ; r i� ''1'.� , M +;:_, 1�,. .';.., ty� � :;-� �� . . : 20 �/ ' `y, � .:� MANHOLE ;� � `Y/ %C �.: . �, �� �� . � 1 � 1 • `s UM � f t �� OUTLET 1NLET ',`�� �:`- SC `_.. _��_ . ;� .� ' ;:=�_; - �-` �VEL ,.;Sm�; �• �i ��" yy ' : _?�- :��-� .,:- r .�� ��•. �� , � � ---�• ---- --- _ __ �~ �j v: SCUM CI.EAR SPACE -- —+_ �� CLEAN OUT TANK WHEN� � �� " : -- '� _- -_ :- —_—� _= � -- . � �_—�-,�- —' � "A" IS 3" OR LESS OR -:: ---_ -—_- _ ----�-__—- _ _ :� 8 ~8" IS 12" OR LESS � ;:. --i=- --- _- _—" �-_ = � � . - — - _ ==--- — — .- yy - -_---_ - - . . -- .--- : -, y.� �'%' ' . � � � � . �� BLACK COLOR �'/ � .� � - SLUOGE ' � DISTINGUISHES SLUDGE �` �� � �� LAYE`vR FROM LIOUID :ti:•r;s ': • - - • • -- . ' •� '!'' 7/. !: ' ��=r�- s^:4�,.ti;L , . .;.!l: • `-�� . , . •:��:. =i: � �� f i . � . w . � �/� • • ' MEASURE SCUM AND SLUDCE ACCUMULATIONS . IN THE SEPTIC TA�VK . � . . . METAL � � . � COVER � � � � . . . ' _ �� -�-_--. ,�-. .��� � � r.�� �� �.�: { ... . . -�� ;; � �� ' . � . '' - r - .. � , �, . •� '� � 1'�' � �:�--.-... . . • . � � „ � . . �� _ Y; ! �. � . . � . � --�- � : � , � ,�� I I �; I . . . , � , � , . . . ���_1,,_a..f�3���•�= -f �t � r � r� � � ' i CONCRETE . � ���' MANHOLE � " , RING . METHODS OF SECURING MANHOLE COVER TO PREVENT F � . UNAUTHORIZED ENTRY . � . ., . �; , , _ �� � -; � �.� � / _ _ �, \ ��' t�� " r . G� � / .-n� / I I ,.5,• � �' � w�� \ � � �� _ �.. � ` '1 1 � � �� iY� I\1 1 V� 1 v 1\N� �N �) j• ,• \% V' 1 L.l. L. 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