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Addition/perc test info
_.,_--- Kent and Susan Whitworth 1425 Bay Ridge Road Wayzata, MN 55391 February 27, 1996 'MAR �; � ,. . Jeanne A. Mabusth Planning and Zoning Administrator City of Orono Post Office Box 66 Crystal Bay, MN 55323-0066 DearJeanne: As we discussed this afternoon, we hope to add a family room addition to the northeast corner of the property at 1425 Bay Ridge Road. To-date we have taken the following steps with the city toward this end: • Made application for building permits for this addition. . Discussed, amended and agreed to terms of Orono's Septic System Upgrade Agreement. • Arranged to comply with the Performance Deposit section of the Septic System Upgrade Agreement. This project has the following characteristics and background: . It is proposed for the highlighted section of the attached land survey, Attachment A. The improvements shown on the adjacent tract A have not been performed (proposed by a previous property owner) and are not planned. . The addition lies 12.5 feet from the existing property line between tracts A and B, which is non-conforming with the existing two acre zoning which calls for a 30 foot set back. We believe the project complies with all other set back, site line and hard cover requirements. • A percolation test for mound system design was performed on the property on November 19, 1992, by a previous property owner, and an alternate site on Tract A is shown in the highlighted area on Attachment B. Obviously, we hope and expect this improvement will never be undertaken, but in the event the sewer does not go through, there appears to be an alternate site. . The Bay Ridge neighborhood has unanimously requested a municipal sewer improvement at the city's earliest convenience. • Tracts A and B are under common ownership. Our discussions with Lyle, the building inspector, on the building permit application made it apparent, we would need to either request a set back variance on Tract B or combine the tracts. We would rather not combine these tracts so we may maintain future options on this land. Therefore, we wish to apply for a set back variance on tract B, unless are other alternatives that preserve the integrity of tract A. Best regards, ,n %��� ;,'�%'� .�, ,. ,��� J Kent Whitworth HEN� . COUNTY �,�'rra�a�t�NT � R�Q� N0. 51 -- -- 954./s - 5/.i8 Y94 .e _ � _ _� x9546 X9g�'� - sz. _ —..-3B90 _ x�,.8 � o..... � / Q l � � � � � T � � � � �. - 54i,c po..,e��,�P I —• --- � \� �s/ wer /�> � f�ir i� � ,t 9555�. �.� �. i . �� � k � P° Pe�P � � OQ � Q � _ ?- T7"t�7���-y� �j�'-x -L; � � /F �. d�� � .x 955 -v`�P��ce -��ees �° � �sss; I� �� � - �¢��'� -- N�� e � ��� � �i D� �szD �o ;h �� O P�o/�o5�=� ��iv��✓o, -.,� , ry zz.�s o � "' � '� \. �'� h l• � - � ��/"� � 33.y� ri a 72 0 0 � �� . (� 2.5 i i" /. 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V/ 1 � N� q ��;% � � -r r{ � � 3�.� ��-� ����s � a j � r95,Q / � �o� ti , �: , / s2/2� -'� _ ic��c ___�-L $' .�o,,,4oi� '� , a�i '% , � , � --�— —.n 4.'r953 � /e S.SG °'�� +� � � : _ . �f3//� - . . . _ �9sz.�--- ' � / � � i ., s95<'.0 - - � - � � �.%� �/ ; � / � �� ,� � � �� �� � � � ap'� � , . // �/ i LEGqL DESCRiPTION � ' �/ � / ��^% � 1RACTS A and R REGISTERED�LAND SURVEY NUhtBER �g2, Henne in / � that part of TRACT U, R E G I S T E R E D L A N D S I J R V E Y NUMBER 192�P� �noun t y, M i n n e s o t a, a l s o � / County Road Number 15, and southerly of a line parallel with anda75e00yfeetHsouth�of / the north line of TRqCT S. / % Subject to driverre �/ y easement over TRACT R per pocument Number 569266. . �. / ��-'-� � �-���-�.��c_J9-P ��,/, - v � _ , --� . _ _ ._�—- _ - _�-� __ . �` _ - . • _ : -- . - _ _- _ �:'- � • - -- '- - _ _. � - _ - - - ' - �, '- -- -� y.�`-_--� �-�_-� , _-. � � �A � -� .-`l ''�% �� -�- � � --�'��~ �*„-��,� . _ � , � � �� _ « . .y,,,,=-'';�� - � - - - -- _-9 - �;�"_-'� t" r `�r:, j�� - -:�-- � -. ��,,�.�, SURVEYORS - - ����='e--.,� '.:��- = ` . , — ` . ..Y . � ..:iii_�1. .. :"�. �.`.-. � �-.�.�' . _ � . �1, �=)._...�. - _ •i �j" 't..l�" _ �>t� •`l�. '_- � _ � 'R� -:��1 '. . ' .� � - � ' ` ' .J��-/ 'evR . ��a� .{ a/ — _.. � �_ ' �. _ `"'�^129fWE5T�LAftiL• SZREET - �_� � ,^'`• biINNEAPOLIS. bfINNESO�A,_,`- i 7,,:'r _ "�,� .. -- -- � __ _..-_,£ST1j.B� ' l,a'7 2�...s. +. r ;'tti'r' 'y-`� " '_ `r :r" �`:. ..} , _�, ._ -_ "_�. iY .�.�_ � ._, '-- -- , __ _ .t�- ��` �� . _; - .. _ _ -- '- �-'- ._ - � ' .' ;..� � � � �a� �� �,�� � �� � � � ��� . • Eo.- C1.,1�RENCE BROS. / / �� /� r �� o � :� �'� l-+7.� �c � --- _ _ --., _ � ,/ r� ' ��� ' - �;a-- - � �� ", b '�C.o�� :.�q.�y"�� � .., , � ,� . � � �*000sca ,�_ '� � �1 j � ,� + � ---� � . ,� - , f'o.�lo� _ �� JI�J '�.� ,� i� `}.,' . - ' - r' � � -� . - ., i 'I:1� -^� . - v-o `'� ��, � �'3' / ��` , ' t�` / � ,�0 i � y o J,ji� rs��,� s � '/ � '�� � � J ^^ I 5� �o' � _ ._-- I C�.O -- . �/ � .'v "� _ _ __. �31 .3'----- --j�; ��-:�, ,'�.:{`M` � �� v % ,�� ' c,� � �f DE5t;RIPTIQr�; TRA�7 ��A�� REI�TEREO LAND SURVEY �1UM6ER I�2, HENNEPiN i COUNTY. MINNESOTA. � . ( i SCALE: Ip - 80� � �a-'S"� '+•�•��, p ,� ; ,r,��7J � ' .,+ �1��`if � � bai ����R� ��•fa�H II ����`'N1 r�,•;'�^°�' 'S.:�.`V"?} • I� � ���t1 1�.. ..3 1' � I �IJ��.��{ILr'd'Y Y:IIrrf�l��i ' 1 r •M we hereby certify thai this is a firue and correct representation of a survey of the boundaries of the land above described and of the location of all� buil :iing� if any, thereon, and alt visible encroachments, if any, from or on said land, Oa ted th i s �rJTH day of Q��r��?RR , 1952 . EGAN, F I ELD b M01�rAK Surveyors l r i � e �lo. �� �, Book t�o.i bv ; �-.T--r�� � �rf� �1�-••-+. �?J:t _ — _ ^r-��._. � . . 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Ly ;J 3I;r..ri� O�r rJ:iri-.�ri�=F. =;.r"��_:I r'�1 Y11'1�==�i-��'=� �-�i-i l l i t��l �=r1 �.!_�r1��Y�_��. iSI C�"�rl i-i� �'.l..l l�'S :�r�cJ �'I_:a.P1C�=iYd=� CF��.p�_,=.r 7�::��?�:;� i f ��_il_l °i�liil_I 1�� f1.=7.�v'ti• t.l�.�.=•`.i:�� 1 �_�Yl'_3 �_�Y rl�'+.'_'(j f l_�Y �=fl�3'! L hl f i=�Y fii�,� j,i�r}. �/i_��_.� �_c31'l i=C7 I'1 iJ c3�_:��: =:��1:l�I �) ._3�4� �.l.��� �_!'� n 1'�.i I'1�_�(.:.:�_!t1 7. h1 r�.? �_.�f �I I C c�..L y,�_�_�r.. �::�_�r�v.:.rii ��ri�_-_•. �i.ri�-.-�r.-w�. y, r' / ? , � � �. �'`_. G��'L� � F' '< I) S�=ii. l. s C���r��,�!.]. L-��.ri l,_, . � � MOUND llESIGN WORKSHEET � � (Por Fl�>ws up to 1200 gpd) A. FLOW listimatcd Sew'age Pbus in(ialluns pv Jap ____�— g� p g csr�) Estiiilated y f� ��� (see a es D-7 or I-3, 4, 5) humlx�r or measured g}�d x 1.5 = �r -r���i ry��:u �y�ui r>rx licdrooms ��� Z 300 225 IRQ I3. SEPTIC TANK LIQUID VOLUMES 3 aso �a� zis o�� 4 GOQ 375 25G ���, � 5 750 450 294 �„ /- )�g�.� �-/o^�(i�,�.,;r�allons (see pages C-3 or C-5) 6 y�, s2s 332 ��a�. � �� 7 IOSO GW 370 ��� 8 1200 G7S 408 cdw+re C. SOILS (refer to site evaluation) ticylic Tan4 Cap.cil4•�iu grilone 1. Deptl� to restrictinb layer = .'� iilclles Numbcr of Mininmm I.iquiJ I.�quid r prciiy with 2. Deptll of percolatioil tests – i�.. IIlC11�S it"d`°""': c'�"'ry ¢"b:'�;`�'"�„"i 3. Percolation rate ,��5' Z°`�"' '�° '�� I11�71 7�,a �pxi �5�x� a�.� �xK� zuu 4. Land slope cn % �.A o�9 u�«� xxx, nrcr 9 D. ROCK LAYER DIMENSIONS 1. Multiply flow rate t�y 0.83 to obtain rec�uire��i area of rock layer: Daily Flow x 0.83 = �(c�� gpd x 0.83 sq. f t./gpd = 3 7�.Ssq. f t.= `��O 2. Select widtll of rock layer (10 feet or less) _ /O ft. 3. Leilgtll of rock layer = Area = Wi�itll = ��_ sc]. (t. = /L� ft. = Y�=� ft. Rock I3ed �J� T .' �v�d�n siu<<. 'f' 1 E. ROCI< VOLUME �--��et�6tt, —+ l. Multiply rock area by rock depth to get cubic feet of rock; ��sq. ft. x_L ft. = o� cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; �� cu. ft. = 27 = ��{,�cu. yd. 3. Multiply cubic yai-ds Uy 1.4 to get weiglit of rock in tons; (�� cu. yd. x 1.4 ton/cu. yd. _ � tons. F. ADSOIZPTTON WIDTH 1, P�I'COIat10Il I'dt2 lIl l0�) 12 inches of soil is c�� IIl��I ���s�rptiun��'idtli SizinK'1'aUic Pcrcol�iiva Raic Gnlluns Iialio nl 2. Select allowaUle soil l��ading rate froin table on page E-; inMinutcs��cr SoilTcxwre ,x„�:�y,�� Ahcorpiionw,,,��, Inch lMl'I) syunre fai� io Rcxk L:�ycr ,G b gpd/f tz �ti-������ 3. Calculate adsorption �vidth ralio by dividing rock layer F-���«��,���o., • c���us�,K, ..-.- ..-._ o.i��s s���� i.zo i.00 loading rate of 1.2U gpd/ft' by allowable soil loadiilg rate; o_���s�• r��,rs��,�•• o�o z�� G to I� Snndy Louin OJ9 1.52 1.2U gpd/ft2-� , i.!' d/ftz= �-�o i����o ���, _o.�o z.�x� gP JI 1015 Sil�Loam 0.50 2.40 G�eck tltis z�nlue oit }�n�'C �-��7. 4�+���� ClayLoom 0.45 2.67 � �o izu ciay o.za s.uu 4. I��Iultiply adsorption width ratio by rock layer width to get s�o�o,..a� c��Y .._._ .._._ required adsorption widtl�; , o x /'b ft = ab ft � ._ ' G: . DOWNSLOPE DIKE WIDTI I 1. If landslope is 2.9 percent or less, basal �vidth includes both the upslope and downslope dike widths, 2. Calculate minimum mound size based on geometery: a. Determine depth of cleail sand fill at upslope edge of rock layer: Separation �_ feet b. Multiply rock layer width by landslope to deterinine drop ��.��<� iil elevation; Slo�e Dif jcrciice �IIoolNoh kd /G'' x c'� °'01 100 = � feet _,«,�P.,,��, c. Add deptll of clean sand deptll oE cleail sand for �w�wa�h ,,,�,� ,,,,,�„�Q �.� separation af upslope edge (2a) to deptll of rock layer to R„��aw,a� � kel rock depth and the deptll of cover to fiild the total mound �����w,a� �K, _ height at upslope edge of rock layer; _L ft + 1 ft + 1 ft = 3 feet d. Enter table on page bottom with landslope and upslope dike ratio. Select dike inultiplier of '`/� d e. Multiply dike multi�lier by upslope maund lleigllt � to get upslope dike widtll: ,o x � _ /� feet f. Add the deptli of slope difference (2b) to the upslope height to get the downslope Ileigllt � +�_= 3 feet g. Enter table on page �-18 witll landslope and downslo�e dike ratio. Select dike inultiplier of �/-o h. Multiply dike multiplier by downslope mound height to get downslope dike width: �_ x ,�_ _ /` feet i. IVlininrnum�mound width is the sum of upslope dike width plus rock layer �Vl(�f�l �JIUS CjOW115IO�e CIIIC� W1(.�tll; �..':' r.� ff + �r� [� -i- � �� �� �.�� .��.�• ��.�C��'���'._.'.:UpslapcUikc�Widfh:�U.';':. f l = feet Kuck IScd�lNid�h�� / - j. Subtract the Minimum �viclth G.i frc�in the Absorption '��'� ` _ �� � �` � ::`;�;i�`: widt�l P.�� to find tlie A�lc�itioizal Do�vnslope i�ecluirecl f�r k°`k�d�.`°g�h�� "r`"''� � ` t � Absorpli�n _ �:��:�:�:�::;::: :::�:::::::::::�..: :::;::::..�:.::.�: :: ::::::::.::�:.:�::::. ::: � Upslopc l?ikc Widlh �,'�� ...Upslopc Uikc Width�- �ft - _f� ft = � feet -- .... .:� k. Add the Additional L�ownslope rec�uired for Absorption:`;�::�;�:�:;`:..::::�;;.::�:�;�.��;•::-:�:�.>�::��:�:;�'`:�:�:`::;�:�;�``�.�`:;�:�;�'�:�::::::� :•.�: fk>wrulopc U�kc idth _?/� ;., to lhe downslope dike �vidth and recalulate tlte Total Mound Width which is is the sum of upslope dike :;:�,::`.� wiath plus rock layer wiclth plus do�vnslope dike width �������'����� ���'���� � .�� ���'���������� �� ����'������ � _`D ft + �O. fl +�a ft = ,,�'�� feet �TotalLength_���-� 1. Total mound length is the sum of upslope dike width plus rock layer lengttl plus iipslope dike width; �ft + �e ft + 'Y� ft = J� feet uwns upe ps��{� 3:1 I:I S:t 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:1 X slope 0 3.0 4.0 5.0 6.0 i 0 3.0 4.0 SA 6.0 7.0 8.0 I 3.09 4.17 5.25 6.J8 7S3 2.91 3.gi �.76 S.Fb 6.54 7.41 2 3.19 135 5.5l+ 6.82 8.14 2A3 3.10 4.54 5.36 6.14 6.90 3 330 �54 S.AB 7J2 8.R6 2.75 JS'7 d.35 S.(Yi 5.79 6.4i 4 3.41 4J6 615 �.89 9.i2 2.68 3.55 1.17 1.8d 5.46 6.06 5 353 5.00 6.67 8.57 1U.77 2.Ft 3J3 4.0O 1.62 5.19 571 � 6 3.66 5.26 7.I4 9.38 12.07 2.54 3.2] 3.85 4.4I �.93 5.41 7 3.80 556 7.69 ]031 13.73 2.dH 3.12 3.70 4.]J 4.70 S.IJ 8 3.95 5.88 8.33 1154 15.91 142 3.Q3 3S7 !.(15 4.49 1.&9 9 4.11 6.25 9.09 I3.04 18.97 2.J6 294 3.15 . 3.90 4.30 4.65 10 l29 6.67 10.0 I5.00 2J33 2.J1 2.8l, 3.33 3.75 d.12 �.C4 11 4.4H 7.1� I1.11 17.65 JOAI 2.26 278 3.27 3.6i J.95 �16 12 t.69 7.69 1250 21.43 dJ.75 21] 2.70 3.12 3.�9 3.80 4.08 ENO PERFORATION OF A PERFORATEU �ATERi . • ' PIZESSUItL UIS�I'IZII3U1'ION SZ'S"I'ENI , . �-c,o�, co.r t � i L^' �---� �v� �� 1. Select nurnber of perturaleci lalerals �J �.��r°°`°����%���-- '� - � Lay.r ol Gto�e.iU� /obrlc �-� • Loomy Saod Loy�r :Incb lavtt a! hor a �vuw �• nilh ted �o�in popu) 2. Select }�ei�faralioil s���in� _ �_ feeE (J�N''�,.�I s,-��r-.�;a,�-"'-=`'—�t;�a a�;o� o„���� ,�,,,,_ '`"fi��.�..... Imo C p N�or Top � �q Pl�f ��—,—A1 lw�l 12�to E� 3. Since �.�erforali�ns shc�ulcl iwt ve pllced closer tlian 1 tt. lo '°"`°'" F'`" "-°-`=�` .`�:;� °` R°" `°". \ -Per1oro11ona(nculed ol lhe edge of lhe rock layer (see diagram), subtract 2 ft. Irom ���a� Sond loyer Bot�om o� La�eral the rock layer lengtll. -�;=-�-�: , , L OrlQlnol Soll Pre�rrly $carllled � // ,r� �Y^ Belwe PtaclnQ Sand loycr �J Rock laycr Icngth - 2' Ff. _ ��ti f eet TABLE Or PLiRPOttATION DlSCF fARCGS 1N C 4. Detel'TI11IlE? flle IlUlll��ei" Oj S�aCeS IJe<<VeeIl �JeI"EOl'dL1UI1S. He�d 1'crforation diameter(inches) Divide tlle lengtli ab���e I�y perforati�n spacing an�l rc�und - dowil to neai-est wllole r�uiilt�er. ��» '�� I.Oa 0.56 0,74 Leii t�l erf. s aC1I1 �� {�. -�- �f. = 3 S aCeS �•5 0.69 0.90 g � P g = - ---"_ s� -�— �' z.o� o.ao �.oa ���3� ��2� 2.5 0.89 1.17 5. Nuint�er of erforalioi�s is ec ual to c�ne lus the numl�cr of 3.0 0.98 i.2s P 1 P a.o �.�3 i.�� perforation sj�aces . s.o i.zb �.� aUse 1A foot of hcad (or residential sysletiis. ; �s}�aces + 1 = _f_� �erforatic�ns per lateral bUsc2.0(ceto(head forollicrestablishmenfs I G. Multiply perforations }�er lateral by number of laterals to get total number of pei�forations. Table 2 � X � — _ �/(� })E'CIV I�1 f lUll$ � i�lasitnum allnwnblc numbvr nf qunlcr inch pci foroliuns per Inicrals �>crfs/I❑irr;�l —+-- Inlcrallo Ru+ranlcc<IO:t llischurRc v�rialion perlw.U�n.p�cing 1.25 inch 1.5 inch 2.0 in (AvQ 7. Delermine requirea fl��w rate t�y inultiplying 2.5 14 ]8 28 nurnber of perforatioils by Ilow per perforation 3.0 13 17 2G 3.3 l2 1G 25 4.0 11 IS 23 �� , 7� 5.0 10 14 22 ��5 X ev���i��r —�gl»tt. . 8. If laterals are connecle�l lo lieader i e as sllowi� oil u er � ' ` '`�° '' `"'`" "`S'�`"'","'�' '""' �' P �� example, select mininlum rec�uired lateral diaineler from ,�„ table 2; enler table witli perforation spacing and number �_._�---`�'��� of perforations per lalei-al. Select ►ni�iimuiil diaineter fur �--`"�A �� f T perforated lateral = / ��� inclies � �..-� „���u��. �""'� ,r'^'�1 . �.% 9. If perforated lateral system is altacheci lo manifold �ipe near tlle ceriler, as in lower exa�iiple, pei-torated lateral leilglll and ��°°:.��r.-��„�.•�•..:,e«^� number of perforations per lateral will be approximately one c�"""'•"�""� half of that in �# 6. Usiiig lliese values, SeI2Ct 1111I11IT1llIll �r':����;'�'�� �. �,,�,-.�• � diameter for perforate�l laleral iroin table 2 �r-�::-;,,�-- --�' perforated lateral = incl�es .�4•'�� ".� -��--� ,� r . �� � �r �l.-^' ��" ^��, r\.• 'M�/ 'e Y'� . . � • Siziiig of Punip Statiori 1. Dct�rrninc Sur(acc Arca T Rcctangle = nrca = L x W �v����� L �—' x = sc,uare feet F— Lcngih —I Circle= Area = tc x (Radius)t 3.14 x x = square feet Itadius rz=3.14 Other=Get Surface Area fron� Manufacturer square feet 2. Calculate Gallons Per Inch Thcre arc 7.5 gallons per cubic (oot of volumc, thcrc(orc you must multiply thc arca times the caiversion factor ancl clivide by 12 inches per f�c�t to calculate�allons per inch Arca x 7.5 bpft'+ 12 inchs per (oot x 7.5+ 12 = g�llons/incli � �' 3 � �{�'�' � �/' A �'J`{'i r �` J 3. Calculatc Gallons to Cover Pun��� (witli 2 inchcs c�f ���atcr covcrin�; pun�p) Estimatcd Scwabc Flows in Galluns ;�:r�i,,:. �E:(�J) (f-{eight (in) + 2 inchcs) x gallc�ns/incli (fJ2) wn cr ( /c"S + %� ) x �3",:�=�gillons of Typcl T�,^�_ ;I�'I�}E�c11; 'I���pc 1)cdrooms I V 4. Calculate Total Purnpout Volunm 2 � 225 IRO a. To maximize pump lifc sclect suTnE,s�ze for 4 tc+5 pun�p oF�crations E�cr day. 3 � , . ! 3U0 21 R ���" � �l� gpd +4 = �/.,�, � gallons per ciosc 4 -.,�;�.; 375 b. Calculate drainback 5 750 450 6 90(1 525 :l:� l. Deter�nine total pipc length, i:-� (e�l. 7 ]Oi�� 600 37Q ��i`� 2. Determine liyuid volurne of piE�c, �;allons E,cr 100 (cct. S 12t:: ''S 408 �„i,,,,,,,� 3. Multiply len�th by voluti�e: Drainback yuantity = ` �G feet x���allons/]00 ft. _�_��llons. Pi Jixr.,ctc.(inchcs Gxll�u�<jr- . .- c. Total pump out volume equals cl�se volume+ clrainback 1 - 5 allons er duse+ allons- � --��5 P �-� - � >'��� gallons 1.25 7.7 i 1.5 10.5�i i 5. Calculate Volume for Alarm(tyE�ically 2 to 3 inches) 2 17.�1;� Depth(in) x gallons/incl� (N2) = 2.5 _�x��_ � ga�Ions 3 �c,.•r 4 � G6.1 6. Calculate Reserve Capacity(75"J� the daily flow) Daily flow (see page D-7)x .75 = ��D x .75 = �.� gallons Rcscrvc Capacity 7. Calculate total gallons gallons over pump+gallons pumpout +gallons�l�rm +gallons reserve capcity �3 + ii4 c+#t S +# 6 3�b + �t.' + P12' +�� = S J gallons Alan� Pump Un 8. Total Depth (Total gallon diviciccl by ballon per inch) Total Gallon (�17) +�allon/inch(�l2) . ��+�3•3 -��inclies To 11 Pumpout�'ol�:� � Pump Off ' Pump Hcighl� �. Float Separation Distance(eyual total pumpout ��olun�c) x. Total pumpout volume (�t4c)+gallons/inch (tl2) � ; � +�?�_�_inclies PUNfP SLLECTION PROCEDURG A. Determine pump capacity: Gravity Distribution ENO PERfORATION OF A PERFORA7ED �ATERA� 1. Minimum su�gested is 600 gallons per hour (10�pm) lo stay ahc�id c�f �-c.a�� co�.� water use rate. �'��` `-�''�^,,,",!�+;�`" � �A✓.•^' roosoi� . �.�;;.,�7"y.. . Maximum su��ested for dcli��ery to a drop bc�x oF a homc systcm is 2,700 v-� �" ���y�� Layer of Geoi��llle FoOric (or tu. gallons per hour(�15 gpm) tc� prevent huild-up c�f pressure in drop hc�x. �� �oamy sa� �y�, �m�n iay<r o1 nay or va.cw��ca . i in red rosm oox�) CFSr� i��^ al\ ���������un DNlled Hon�omolly Pressure Distribution ?� ` '•• ��ia �aD N�ar rop ���---,-; 3. a. Sclect numbcrof perforatcd latcrals � � ''•'P'°' "' ``"" 1z• '° `�°` t" i'�;Oram Fleld R_ocY:� .,'�� ol Hock Laytr b. Scicct perforation spacing = 'S7 fL \ --�v(awhuns lucai�a ai c. Subtract 2 ft. from thc rock laycr lcn�;th. u.a� Sand Laycr Bo��o�, o� Lanial k« a�T�.��" 2 f t. _ �� f t. , a- �I soll Propaly Swnlied Belore Vlocinq Sand Laycr d. Determine thc numbcr of s}�accs bet�vicen }�crf�rations. Length perf. spacing =�� ft. +�_ ft. _�sE�accs TA�II.E Of PGRPO[2ATION llISCI IARCPS IN CP61 c. /�:� spaccs+ 1 = �� E�crforations/latcr�l ' f. Multiply perforations per lateral by nutnber c�f latcrals to �t�,d Pcr(orationdia�iieter(inchcs) gct total numbcr of crforations. � �a '�» ��� �r�r� X �� .,�,��- .�Pcrforations. 1.Oa 0.5G 0.74 1.5 O.G9 0.90 �• � X B�.r= .-`�( �pm. t 2.0� a.ar> >.oa 2.5 0.89 1.17 SELECTED PUI�IP CAPACITY ����, m 3.0 0.98 t�8 gP a.o i.i3 �.a� 5.0 ].26 1.65 B. Determine liead requirements: aUse 1.0 foot nf head for residential systc�iis. l. Elevation difference bctwccn pump�lllCj �Olilt Of Cj1SCIli1f�C. bUsc2.0 feet of head(arothcrestablishments ti feet ?. If pumping to a pressure distribution systcm,add fivc fect for pressurc required at manifold � �� feet 3. Friction loss Pipc Lcngth a. Enter friction loss table with�pm and pipe diameter. r Point of Discharbc Read friction loss in feet per 7(X) fcct frc>m table. F.L. _ . � J ft./1(}O ft of pipc Elcvaiion DifCcrcnce b. Determine total pipe len�th from pump to dischar�;c Pump point. Add 25 percent to pipc len�;th for fitting loss, or use a fitting loss chart. Equivalcnt pipe F-186 length - 1.25 times pipe length = ,�-� 1_5 inch 2.0 inch 3.0 inch �x i?5 = J f C�t �,�m Friction loss per 100 fi of pirc c. Calculatc totai friction loss by r��ultiplyin�; 1U 0.69 0.20 friction ]oss in ft/100 ft by equivalcn�ipc icnsth. 12 0.96 0.28 Total friction loss= S�, x��-]00 = � � � feet 14 1.28 0.38 4. Total head re uired is the sum of elcvation ciiffcrci�ce, 16 1.63 0.48 special head 9equirements,and total friction loss. 20 2.47 0.73 0.]1 25 3.73 1.11 0.16 .�,�' +�_+ `� � � 30 523 I.SS 0.23 (1) (2) (3c) 35 790 2.06 0.30 d0 11.07 2.64 0.39 45 14.73 3.28 0.48 TOTAL HEAD �� l' , feet 50 3.99 0.58 55 4.76 0.70 60 5.60 0.82 :. Pump selection 1. A pump must be selected to deliver at least � gpm (Step A} with at least j`��feeE of total head (Step G). il_' �_�.-��_ �- - - - - � - ' - � - - � -"" -r� - , _ � , . • ' � ,k «` - , t - .,,,,,, - -_ _ - + 1'(J./} /� -`� ( Mti•^��f �'•r�.. ";�_ ��i �- � -�:;,,:,� • C1 �lJ� , � u+ � --- �.�- _ _ r,���:�:. -. �t �.� �, . �� � . .ti,, ��� •-.� t rl '�', ; � ���� F;y ,�` ` I ` � -_ t 1 1 r Y i �_i� .� �c rjC � ` �� , i� '�- , `1 '�`, lh �� , e,•• n �� � �.ti • �' �b � � . �, t �� ` :� �. � to ;�� . � Y' �— `����` �J Cti � . � w ,h�� �jC Ul K .� w�; ' $-. �D ,c•N� `i � � � �,~ w• ~~ ~ � ` ��f, � .+{. '� �\�`� �1 �� � x - r� � vi � '�b a -� • °J �•,T� '�lwl t�Q , th h x � �� ` � � W,a � � '�. C � �� �� �T `•J .A ��� �' ,�� '�; a �' + �y °' � �_ , N..`r,,,,pp{� • , � y. "' p \ C ' Y ., . � .� , � -t . �-� ^ � u , �`�; f ;�� � -J �, �, , . , �.. _. __x_..� �'a �p �.p�1 � � � ` T �� � --- � c a � ,, ---- � l � ' ,O I� ;t , ., � .� . '� � l- : :.' �J �•�� � �i�'� ^ � . .�� � ��''� ro ` � �y�f . r� Q � .� � � �� s " � � .� � � p v�i `�� Q -�.,, o � � . I .� .-La � �: : ' � � �f: �� _�.,� _ .. :.,:2�r' �� �� n e.a ,� 1. r � Y:•A . firopos� �; 2c . . � . A� �,9 � \j� i.o _ . � '_' � � a ame l c" �,�,, � � , � . •J�Yy �y'h`i_r,��NaE� � b � �� � : f'o �'Jq.`, Z�.n ' . :)� � �.z'�. �; 1..J:1 �� � /,,..�__ _ __ �� �`L./��__ =_-_ �� ( �r'rf�' �— -• _ � � G(� • ��`�" Oc�ck � liJ �, . " .� '� � `rc��ose� � s : �,���� . � �'� „ _ ��� �� - , ., �,� � - � � ` " �� .ro� ; -� 3 `� w . p `• � v ��'i �� t�d � � � v_� � � �"io ' ..-���, �o�/' ; .^ �� - •�. -r � _ �a � "�'�;ln � l 1 �� _ _:� ` � • . �n ��''l'�`I ``'s � � ��i ' �' � ���%,-- -- ���n�'`.�i:;�� _ - D�� i\J� _q ' �c;,,- � r.� i�'C�I h�-I��'�L-� �, '�; ; '� - /�, ,,. �� , , 2� �f-v -�:. . � � � . _ . � . - j �.. � . , I �` " J i I � �K �U��'IJ� �T �1 �� � ��. �, �n o �'1 s �\ 1 � �j I � � � ='� ,—� �, ;,, -ti s � � � r x _ I i � �;` �ti i c 3 `� :nv � a � i ��� � ^II� ��„ v� - ` � � ,J' ,� �� x r 1 �nif `S x � �.)_ lP ^i!� � -�\ � ��- � e 3 J n��'� = G, � .�, o (= 1' .D W�D fl l � � ,,,�� �t \� �.h f � �� '�� . � j� � `1 �p n Y` ��9 lJ �l 6� ��� � v� � °-C � / . � Vi , \ f^ =L 1..1 � �n \ � �a � 2i � -�) ✓� d, N D �. � O1'� � - (� \�\ � � ' ( , -"t-� � ,C:� T�� �d � � .. ��J � N S 1 r e � �"� .. I.t U� r � �i �;\ N I ,�c� r., L: e ,.� ' �i � 1 •�_3 -' ' �Y. -----X� ) r n i � �/ f \ I� I r' � '�, � � �\ �l' . 'T, e I ,D � �t . 2. �\ � �n \ !� . -��'I Vl � � v V r� � r' � � ���i> �.. � � 'U .. ^ r�� � L'"►.h1�` t�, � i � � r r `R � �7 ` �: � �� � O I * � '\�`I c1 �; ' i n �� : N 1- -� ' � � � ��� � _ �j � �d �lIf .—Z¢ �f0�}r� '1 � �i.�C �� g Q' � � " I � i �`'1.� � • _�t�•[,� � 6� �C�` L �n � � i A v O ,D / f� � � � �lJ� l�� M �f N � � � % \ .»c�y 6�„'r�(" NSE" � v -D _1� i )' >v�4,^� � � fo ,� <E -� ��� 2`�.� i i�, `r � V\ !_.1� / I c " �` �: ,t,� - c� f �>E-------== 1 , � �•l� ? '�---:- `b ct,-�,� � T'� —r ----� � ` r• , � \� 'r� ---- x_ e�� _r r �—_---- - � J' o /� � UFC� ,' j �� o K t ♦ > ��1/ b �(I � '� i9 J D ' t r ;: �.� -,�v �>> > � - � :� � � , —� ' c ` �\� � � � � ''O� � � j� c4 JP� s� �� 4 s, � � "`�P s � i � w vl n T '� -t\ ,-e f�� I i � � I� v_ � v ��o ) � � � v�/ 1 �1 L% � � f;-K REOWOOD, CEDl11 OR WATER TIGIIT C� LOC{<ABLE ELECTRIC E30X—� �TREATED POST �4 x 4 rnin) PLUGS OR Cl.EC1 F�IC CONNECl iOtJS ��Ll ELECTRIC CONNECTIO��JS h1�1DE �_ INSIDE BOX 2" PVC CONUUI f SCNEUULE 80 6�SPACE� -LOOP OF POWER CORU FOR PAA�JIIOLE CUVER CHl11tJEU a LOCKED -1— SETTLEMENT SEALEU MANIIU�E iZINGS— FINAL GRADE , � ���;^\• \ ,� � AT I.FAST 12" '"%�^ � - � E3E�OW GRAUE UtJION� � WIRE FR0��1 I'OWER SUPPLY —�i Plf'E IS LAID ON A UNIFORM SIOPE FRUh1 - . ' � p I ��}' FOR Pf201ER N�RAIN�ACK IL TREl1Tt�1ENT 1111EA SEALED Tl1NK COV[R—� + ` t—IF PIPE AT 1ANK MUST HE LO�VER TI IAN UNION TO GET EI.EVATION FOR Uf2AINDnU<, PLASTIC ROPE OR CHAIN A �/a INCH WEEP HOLE h1UST OE USED WITH ANCI IOR---�\ — y�EEP HOIE ALARM FLOAT O�d SEPARA7E �� ' ELECTRICAL URCUIT-- NO f ES� ELECTRICAL YJIRE Ff20M POWER SUPPLY L r�tUST NOT RUN UVER ANY TAPlY.S bUT _START_IEVEI_S7 _. _ _ �T _ -- f.tUST BE �AIU BESIUE OTIIEiZ Tl1F�1<S 3��� `� A�JD MUST 8E P��CED IW CUNDUIT ALONG POST SIIUT_OFF_LEVE�CZ — __t.� ___ _ - ELECTRICnL CORDS FROt�1 PUti1P ANU � FLOAfS MUST BE RUP� T1IROUGN COtJUUiT. WIRES C�NNOT HAVE GfZ0UtJ0 PUMP COM RUL �LUl1r—/ COtJTACT. ��� . � PER FO RATED . ,�.,_.` LATERALS ,,�.,���: . .�._�.. -_- --- _ S�,NDY LOA,1.� SG I L " � �'' j. 1��–_- ,�,'':T`,-- ��-:;_���� . . . � /' ..�:. /, // �Y //'� '�;•^�:'._ ' / i' �, // � �� � ' / i: / ,:i. L�YER O� V`O � � /.�- �.% � �,,µ r�/ :�;.r-_ FABRIC OR 4 INCHESLOF `"" `���,: ' ,��;;�,�.��� r, ,/ �.��. HAY COVERED BY .' � � >�; / � BUILDING F�PER �� r. f�-,,�/ � �-!;;� :'r � i�2„ �R 2„ �. -:L.. � �%"%ti�� �.%= � PIPE FROf�1 PUMP —� - '`;� - ��,���;�%��.:�;' � ��� ;% �1 /" � ; /a-- � //;- ,' -�-� � �/, , �,, ,i y�� ,� ' �/ � y / � '�• ,,,�c..' �� / i'� /,� �/r�r v �� ✓ � 3j4" _ 2 �/ " �i� ' -- -=____., / CLEAN F�OCK , ._� �f, ��,��' ;�-�� �,��/ , � ` .,•� DIVERSION FOR H • �� � ' � ' � �-'� .��� � � ,f SURFACE WATER i � 6 TOP 501 L, i� ; - �,,� - �� �f . , " / ►� . . -. . ' � '�� � '� /�'� % � .'i', ,,'.' ,,C / i � r —�` •..�._ ��r-a' �� r �`bI {"r / .'=- ��''r .:Y.J� �,:T:� � ��-/J., � / .% /-i�' 3 ..:, -,.,���� - - _. ^9,, /� i' �,�a , ��� . . . .r., _� �, ��� /4 , � � ,�.. . � O�p �1 �� . }�� � ! �', .T� 1 1��� C� J�O���_ ll ��.-:. . ` -� `� �` ~ E . _ ~ �� �' �'�``'�'��'� � SqNp AN T. ��=�-� ,,:Hti-.,��, � � � � ;:��:'��._,.,_�: . - F� t�� 36, �-{:-.;,., 1�"^ Y LL S�p • � �-'��: � . ��O ~ �_ - ,�,��f., "�,�``: KEn�YER �.. - _.-��_ �,��� �-,.=�- . 1 UP � - ._ . �_ ,��,� r -,.-. � . �. � �q��aTU . : ._ __ . . u Er?R�� - � _ . ��YER . c �� . �'I . Locafiiflr� o� Soi i �reatr�enfi Systern �� �. Min: -� Distance �i?� Fe�� Water supply wel I , less fihar� 54' deep .and not �nco��i��i �� ! � o� irr� ����i��s m�teria ! I OQ Ar�y ����� su �� l� ��� 1 I, o� b��� Ld ��� �:r s�cfiion pi �e 50 Strear�s or o�h�r bod i es of �a fi�r CShoreland Manc�ger�ent Act. ) 50, 75, 150 Building 20 Prop�rfiy li��s o� �u � i�d pi �� distt� i��zi �g water un� �� p��ss�! r� � 10 Tre�si VVh�r� d isposa I �re�ci��s are co�sfir�cfied ` w�i � hin I 0 of � re�s 6 or la �ger in d aarne���, o � d��s� sh�u�be�y, or ��nc�re i� ca� reQs�n�ably be anticipa �ed �hat such ve etation wilf be present during �he expecfi� ( ife ot sys�em , d at least 12 of fiilfier material shall be � placed be��a �� �h� d � S�' � 1 �JU�i �i� � ���. � �n n r, r-, , -�n � � .-, .- � r-, , r-—,� n � ' � '1'esC livl.e lvc<iC.lvi►_ ���' �� Jr ��' ' �"_' (���_ !" I(ule uu�u�er �� ,� Ua�e l:esC liule was ��i ����aLecl <<, /`�'•��'l1 � , tle���li oI I�ule 1�uClum, (� lticlies. llJ.umeCer uC liule, �„ l�icl�es. 5u1_1 claLa Ct��m tesl liu.le : � Ue{�ll�, lncl���,� Soll CexCure _C_5 - ,�__ _ %� �C�� ��a 1 �a...,l. �r � --� _ - � a --- �/ �',�� -:���.�J �-� /��:�,� —�--�=-��`' ---- —��ltl - f � �, _�D=_G o ----- ��� c� (�—��--� �. ��= i(eUw�i vl: ,cr,1Ccli1►�t: ��J.clewall _ , ' � '.,� --,- - lle{�lli uC i���r_i-:;lzecl �;i :�ve.L ln l�vlluiu vL livle, r��. 1.uclies. U.ale �ncl I�viir uf. J_uJ i. i :i l w:ilcr L L1.1_ln(; �L_��1f'�� ��.`°" j f� lle�,l.li uf� I.nl_CCa.I wa���i l IJ.11n�;, __`j �! . l.nclies a�vve I�ule l�vl:lum. ilelliv�l ii�;ecl Lu ui,i.Li�l<� i �i :it. J.easl:. .L7 lucl�es �f wale�: �lei�tl► lit liule Lvc aC 1.easC 4 (ivut:s' ' � , �;..). ` � j 1 -- — ---�—� � _-2_.__ , 1'ecc�il.al (.e,�� lesC rea�l i �ij;s ma�le I�y ( _!,',-,�- ---"' � � ,� ! (�f^C'l' �, 1 �� �n � ) a.m. — ���._.L_._.�:'�' 4�a� i lii�; ,�C �)_�,_�.�� � w: . ilaxtmum waLe�.' cle�rlli al�uve I�ule �ulLo (cl�l e) ��.�. � �u►:ing tesC y (, __ _---- iuclies. '1'.Lme 1'et�col�t l lvtt '1'1_ine lnlei:val., Ilt�,i�iii:emenl , I)rv�r I.n w:iLer raCe, ltein:.i��ks tlLuul.es Lnciies level, .Liiclies mlut►les ��er litcli c� �o�a -- 3b — _�/._.�.. 3 0 c� i ; 6 --�c' ---- — --�--��--- �� �-=-� --�'_c-' ----- -- —��,�_ � 7 CercolaClvii raCe = � �. mtnuCes �,er lucl�. w 'I'est liule I.�caCluu_ �"�' a s !: �'; 1�;�� (�\e_� i�.,, I(ole num�er �, _ Z Ua�e Lest liu.le was �i �� �arecl �� � E E �n /��- � V " , �e�rll� ot I►ule vuCt�m, ( incltes. lll�meter uE hule, (,, iucites. Soll c1aCa Lrom tesl- liule : ' ��eE'��i' ji���i`'9 Soil lexCure ---r\ w f r�. _ _ ���'E C �`t' �'/?7 c��F f..C� / _ !�- 3� - �� dt ' li �1., rt/,��, , --��'- SD - - ���' ,��/ � �� - te o __--- � e L C� ( � -_ � ,-,. _�, �, t[elliucl ��f scraCcliltt� r;lclewall ' � . � lleE�l(i vL t>ea-slzecl gi :ivel lii LvC��w �f I�vle, � iucl�es. llate ancl livur uC lnit i:�.l waler L11_ling (� {�,�r'r � C��'' 3 � Ue�,l.li c�C I.ultial waLe� I:11.ltng, __ ''. _ l.uclies aliove (�ole liutCum. �tell�ucl .�secl Cu ui.ilu�.i i �i aC 1_easC _L"L iucl�es oL wzCec clepCl� 1ii lwle Lor aL least �I �1 V U L'S+--- _ .__� ��S �e� Ir_){{. ^, 1� �� I'ercvJ.aC_Lvn CesC rea�l.i.�� ' 1 � � � ps ma�e � ' y , ,,,�__L 1 �. �+ � P �'Cr). ,r. � c on �_r,��__���1_r� t,.' starl I.iiF; aC U ';�`•�� �;.���, Etax�mui❑ waCer c1e��Lli al�uve I�vle �vl.tc� �claCP) �l�_u(. ti' cluring tesC , (' lucl�es. c�_.. 'I'.tuie I'ercolallou '1'line Iiil:erval, IleasuremenC , Ur�p Lu waCer rale, IZemarks I[l.uules lncfies level, tuclies tnlnuCes per incli _Q.���i2 --�� f �d 0 3:30 _3� �� �� ���- —�� -- _ / //� 01� Percvlativ�i raCe � _ a 9 mti►uCes �>er liicli. ' . '1'esL hvle I.ucaClou— --��(� `� Jr �I' "' !,�� (��ti � �. .. I[ole uumlier J�, --3 Ua�e CesC liule was E�� ���,arecl � f• � �� c� � �'V , lleE�tl� of I�ule �otCuw,�(,_ tt�c!►es. lllameter uE I��le, („ lticiies. Soll clal:a Crom tesl I�vle : � UeE�CI�, incl�es Soil Lexlure _�— �' __ �3��{ e�� ,��� �:,ati�.� —�'—' 3 � - '�f ��r cyanJ�l v �--n -- 3a� �-U __ �i�(( ��,�U - s;�ti�� , �,�d� yv Plelltuc.i vE scraLclilnc; slclewall �'��;. � lleE�Cl� vt ��e��–sizecl bi :�vel ltt UvCLvu� �C I�ule, �-� .incl�es. llale auc{ liuur vE 1_nll (:�.1 �aaler C11.1ing (� �'�•r � `�`�• j p UeE�LI� uC Lii:ltl_al waLer C1J_lln�;, _ � ;.�.. 1ucl�es above l�ole �utCuui. �telli�<f usecl l� m<tLuta i ii �it leasl: 1'J_ 1u�lies oL water c1e��C(i 1i� l�vle L�e aC leasl • --- / � t � �� liuurs_ ' r{ /�� `-'!S -t� , l PercoJ.at1_�,�i Lest reacL�np,s macle 1�Y Y .),- „1 _` , �� � t ,+ ! ��'C�i;�c � c� oc� �.���� r� t. ' sCari_ Li�g aC U :,���� `;.n�_ . I•laxl►nuni water cle4�lli al��ve liule b<���.c� (cl a I_e) �l)_u(. 1 cluring tesC , (;, inclies. 'l'.Cme ('ercolal Lou 'I�1.ine l.i�tei:val, tleasuremenC , Ur�E� 1.ii ca:�Ler raCe, Iteuiarks tli.nuCes 1ncV�es level, inclies mL�iuCes per incl� h �3 0 -- 3 D - ---�z�.. �o, � n _ C,;Y aa _ 3� --- —�6�� 3 z. YercvlaCtvi� raCe = � tnitwLes E�er incl�. , � . : �I�P_9L' I�vle .I.ucatlou _ I��' � J 1� �' ;:,,( (f�c� � ,, llule tiuml�er �� —y T—, Uate LesL liule was !'i �'l'arecl _ ��, /'��._�<<V v , lle��tli oC i�ole b�Clom,�_ lnclies. lllameCer uC liole, l„ lncl�es. Soil clata Crom tes� I�c�le : ' Ue{�tl�, incl���y Soil �exCure — C2-/a- _ I?�C C'!�0 �/>'1 �,��A� /� - 'y� _ _ �t ��r =n �-� ��1,�=U — �(� - ��' --._ Ve(( C(Av - -- -- rlf;��d � =4 � tfeLlwcl c�f. scratc{iiiic; r;lclewall ��'�r;��. �eE�U� vL i�e<i-slzecl br:tvel ln l��l:Luin vt I�vle, � iucl�es. llaCe ai�cl tiuur oC lnll I:i.l waler Itl.ling (� �'�.t� �,�- j n lleE�l.l� �C .lultl_al waCei L1.J_lin�, _ j �!• iucl�es a�ove hvle li�ttum. t(eCliuci iiseci Lu m.�lut.� i n ��1: leasL 17_ tuclies oC waCer elepll� i�i liule Lvr aC leasL 4 (ivurs� � -- ---' ��� n r.�� ��, l� !'eccol.aLl.vu lest reael i nY:, m�icle �Y ` ,,1 , � i ' � -------� _' ,�--- � c 1 � , .n �<<,, ,t , c ��� ��'_1�.1 r.' t.� sCar1 (ug aC �) :; �,,� a.���_ . [(axlmum waLer cle��Ci� al�vve livle �uCtc, (clale) ���_ui. , cluring lest , (c�— `_ luclies. '1'.Cn�e F'ercola l loti '1'lme LnCerval, Ileasureuie��C , Uru{r in wa�er rate, ltem.�rks tiLuuCes lnclies level, tucl�es m�nuCes per liicl� � �p --3° — / : 3� ?0 3° �/_2 � � � �--�,P; �� _ 3 c -- .�--,�-�. -; ��: PercvlaClu�i raCe = _ 3� ml►�uCes per Lncl�. ^ � 'CesL liu.i_e I.uc�iCl�it_ � �� �� J� !� ,� J��� (��� /' ,. I(ule t►um�er �� , . �_ Uale LesL l�ule was ��i ����:>>:ecl ��, /'�,���U � , lleErllt �L I�ule �uCC�m, ( ittcl�eso lll�me�er vC liule, („ lncitee. Sull clata Crum tesl l�ule : � Ue{�lli, tnci���v Soll LexCure -- l�'— � � -- — �`�f—'� t�i)1 �r��:.!.� ,,. --La�3 � - -- ,�� �� ���� c,� ,��r� --� �� --- s��;�c,�Ttl �I� ------ --- �� ��. ileUiv� crC ,cr�tCclil.iic: ��).�.If�wall ___Y,L !1'�1•l '�. UeE�l.li ut t����t–:;lzecl �i :�ve.l 1,u �uLLum vL (►u1.e, inclies. ll�aCe aucl I!vur ��[ J_t�J.l_ i ;� l wa�e1 IlJ .I..Lng �_�.�� �`.`�: > (1 Ue4��l� vC 1n1CI.al waCei l U_l.J.n�;, __ '-' lucl�es a�ove livle �ulLuin. Ilelliucl iisecl Cv mrtL��l,� i �� :tC 1.easC 1">_ .Lu�lies �C w.ile�: cle��Cli li� livle L�c at le�tsC 4 I�uurs • _ } � _� � � j -- — _"_�. /, �"..�s. . 1 1 !'eccvl.al (.c,i� Les� 1:28t� i �i};s m,i�le (� � 'i � 1 . . � – i -' �,i-`---='���1 �� t � r^��l i i'.1 c o u .i.iii. �-_ 1 _,�—L— s L a�. I I i i E; _ . � , ' ' ��� U :;_�,.� [l,ixlwuiu waCer cle��l.li ��I�uve li�le �uCi.�� �Clil�?� �k)_III. 1 �urJ.ng lesC , ___��_ _--- lnci�es. 7'.Luie !'erc�la l lott 'i'Lme ln�erval, IlerisuremenC , Urv�� I.i� waLer CaCe, IZem�rks t(1.uuLes Lnclies level, tuclies tnli►tiles E�er i��cl� �� .__3_t� _ -- l /G_ � f �S 3, 3 0 --3 0 - - — _,�-,�--- �27 �� -�° ----- -- --�-�-- � � Percula�l�n raCe = -- -�� mlt�utes E�er 1.ncli. , _ � ' - - � '1'est livl_e I.ucriClu�i_ �`�' � J� �' �' �" 't ,r�`� 1 �' , l(ule uum�er J�� � Ua�e Lesl liule w<is ��� ���,:u:e� <r, j''����V `1 , lle���li �L l�ule �vCCum, � inches. lll.umeCer uC I�ule, l,, liiclies. 5oil �laCa Croin tesl li��Le : � Ue���l�, 1.iicl���<� Soll LexCure —�-- i�(�'C L �.;zj 5.�A.,� �-�`�_ - ��- I�,'. SA,�.( � I .� --3 `� ` 4 �' — ��( � :�,.���,� c 1 � . ------- ----- /���aaa«. `:�,`�.. 3 0 11eUiv� vl- ,cratcli.lnc; r:Jciewall , ' + . � ---�- lle��l.l� ut ►�r,�—��Tecl �;i :iv�_t ln �vCLvm vf I�ule, ��r 1.��c:l�es. Uale �ncl I�ut�r uC J.i�11_ f :�.l caa�er Ill..l.lug (� I��1L� �,,`�: 3 � Ue��ll� vC Iu.LC (_al walei I I1J_tnf�, __ �' �'• 1.uclies al�ove liule �uCluui. tlelliucf iisecl Lu ui,ilnlri i �i :t� l.easl: 1'>_ iuclies vL w��ler. �le��tl� lii (iule Lvr aC J_easl �i liuurs• � ( �, / � -- - --"-�=-�, ,� �,� _�_.__� 1'ercc�J.al.tc�n �esC i:ea�l i ���;,, m��cle l�y '� i , ' 4 _ i " ''r-'► ----��� � 1_,� ! �) �"C�'' i'.l � o u ���_.I��_�_I-'_L� slai i InE; al �> �•� �.,� 'i.n�. Ilaxl.mum w�.tler c1e4�L1� al�uve I��le l�uLt�� (claLe) �R�_ui: � clurli�g tesC , __(�_ _-- luclies. 7'.Luie I'ercolall�u '1'luie lnlei:val, ile.isurewenl , UruEr 1.ii w:iler raCe, Keuiarks I(Lnules Lncfies level, liiclies mtuutes ��er liicli --�-�� ___� --- __ — �, i�, ,.�� -���-� ---3.-0— �' ��� -��-.r'° --� ° --- � / �-17 E'erculatlun rate = __ p/ J _ inLi�uCes ��er l.nci�.