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Home My WebLink Aboutseptic design (2)-not sure which one went with permit � � � O� CITY OF ORONO SEPTIC S�'STEM APPROVAL o .� o : ��4�� C ITY of OR��'� � �� . r� , �S�'r�£2�.;=- � htunicipal offices � � ��s',�d i �, Post Ofi'ke Box 66 �l� ��`�t ��0 c��say,��ss3a�oa� kES�-I�4 � LOCATION: 3400 FoX st. OWNER: Olson GENERAL CONTRACTOR: SEPTIC CONTRACTOR: August 20, 1998, revised SITE EVALUATOR: Ellestad Land Services REPORT DATE: September 30, 1998 The City of Orono has Approved your on-site system design as of Oc tober 16, 1998 (appcoved-disapproved) (date) wich die following corrunents: THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspections 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after sysfem construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF R N By Stephen ti an, On-site Systems Manager TELEPHONE—473-7357• FAX-473-0510 f � ��, :: °� 200 Centra��fvenue 1 Buffalo, �I�fJ�.�5313 � � �. �I es�ad PFione 612-682-9329 ♦ �ax 612-682-90�02 �� . and � e . rv�ces August 20, 1998 Landform Engineering Company 510 First Avenue North Minneapolis, MN 55403 General Notes for Septic System Site Plan Lot 3,Block 1,FULLERTON ESTATES This site plan is designed for a 7 bedroom home with an estimated 1050 gallons per day effluent discharge together with a 2 bedroom guest house with an estimated 300 gallons per day effluent discharge. The attached soil borings show a loam to clay loam soil profile with red and gray mottles found at a depth of 24 to 43 inches at the primary and alternate septic sites. The percolation rates for this sites range from 6 to 10 minutes per inch. Based on this information the primary and alternate sites wil) require a mound system with 1.0 feet of sand beneath the upslope rock bed. Typically I will over design a system by 17%as a safety factor, but in this case I believe the effluent flows will resemble a Type II or Type III flow more so than the Type I flow that this design is based on as required. Taking this into account the system as designed(per Chapter 7080) should be more than adequate to treat the effluent produced by this residence. Effluent from the main house will gravity flow from the 1 st floor elevation via a 4 inch PVC pipe through 2 - 1500 gal lon septic tanks to the pump tank. Effluent from the lowest floor of the main house as well as the effluent from the guest house will be lifted to the 151 tank from where it will gravity flow through the other tank to the pump tank. The pump tank will deliver the effluent to the mound under pressure via a 2 inch PVC pipe. Somewhat atypical to this design are the 7/32 dia. perforations for the laterals. This was done to lower the gallons per minute required to pressurize the manifold in the rock bed. It is imperative that no compaction is allowed on the septic area before, during or after construction.. To insure that compaction does not take place I recommend that a barrier fence be placed around the perimeter of the primary and alternate septic areas during the construction of the house. Please refer to the enclosed site plan and design sheets for additional details. Please advise if you have any questions or concerns in regards to this site plan. Si cerel , T llestad MPCA Cert.#1410 DRP Lic #282 stad Land Services �1 ��S�l�� Date September 30, 1998 ��3�,,.f'� ' t.,,�..., Number of pages including cover 7 �� I '1{�'�`' s�heet . ��,�,-��-�� r: TD: Steve Weckman � FROM: Tony Ellestad Ellestad Lund Services Ciry of Orono 200 Central Avenue 2750 Kelly Parkwuy 6uffalo, MN��313 Ororro, Ml�'��3�6 Plione 612-682-9329 Plro�te -�?3-73�" Fax Plrone 612-682-9002 Fax Phorze -�73-0�10 � CC: Landform REMARKS: ❑ Urgent � For your revietiv ❑ Reply ASAP ❑ Please Comment Please find the following enclosed in regards to the site plan at Lot 3, Block l, FULLERTON ESTATES • pump selection comp sheet (to replace prior comp sheet for primary site) • Desigi� sheets far revised alternate system • Revised site plan drawing Please advise if any airy addtional informatioil is needed Tony Ellestad Ellestad Land Services - � f � �' � �'//rIL1�I� �//C; (F"�Y FIQws to 12d0 gpd) �i��s��i�s'� 2-y-5 u,Y� �� /q� � _... A. FLOW . . . e��w s.w.��a o.,r��m�y Estimated /350$`p�l(s�paggs D�7 or I-3,4,5) � or measured_.._....�, gpd x 1.5 � . eza. rn"� '�" '�'°'u' '� B. SF.PTIC TANK LIQUID V�I.UMES ; � � 3� ,� Z@ /5vo gall�ri� (�Qs page�C-�or�-5) 6 � s�s � � � �oso �oo �o � . . i ��oo bu �a ..� C. SOILS�Tefe�'to�it��v�lu�tion) .��_��o o� 1. Depth to r�stric�tng layer� Zy inches a * �� r 2. Depth of percolation tQsts • �Z �� 3. Percola�on rate,� 8 mpi 1f B� io =:'` �� 4. Land slop¢._,_ lo °fo 3 ,�;«; ,� � D. ROCK LAYER DIM��I�ISIONS l. Mu1NPIy flow rate by 0.83 to obtain r�quired are�of rock layeT:D�ity F14w x 0.83 � /__35D__�pd x 0.83 sq. ft./gpd� /�Z0,5sq. ft. 2. Select width of rock Iayer(10 fPet or less)_ �� ft. 3. Length of rock layer=Area+Width = //ZD, sq, ft.+ /_ft. _ ��Z ft. Rock Bed dth 510 R . � . E. R�CK VOI.UMB �gw 1. Multiply rock area by rock depth to get cubic feet of rock;� � %Zo sq. ft.x � ft. � �� cu. ft. 2. Divide ru.ft.by 27 cu. ft./cu.yd.to get cubic yards; , '/�Za cu. ft. +27� y/y cu.yd. � ,�ti._ 3. MulHpty cubic yards by 1.4 to get weight of rocic in tons; ' /.5 cu,yd. x 1.�ton/cu.yd. � 58,/ tons.. `' � F. ADSORP'TION WFDTH �p�pv�n Width Sizfn=�aen 1. Percolation rate in top 12 inches of soil is�mpi � 2. S e l e c t a l l o wa b t e soil loadin g rate from tabla on pa gQ E, �� u�x«� ,�� aA°�'��,�D . . � 8pd�f� n 3. Calculate adsorpdo�width rat�o by c�ividing rock layer ��s i �s.� ;:� ,.� loadfng rate of 1.20 gpd/ft��y allowable soil loading rate; Qaais� s�"�,ar� a 9 iai . 1.20$pd/ft�+ D� ,.Spd�ft2• /,�Z • 3i a:°s s�� aso ia Check this value on e E-16. �� c.� o.4s :.6� �8 6o b��a �"�.4.r as� s.nu 4. MulHply adsorpdon width ratio by rock tayer width to get � ,�m.;;^ �r ---- �� required adsorpdon width; �o x /s2 ft � /S-Zft _____ _.._.. ------� --------- . _�, � � t • � L36WI�iS1AP8 DI��'�I� � . If taYtdslcsg�ts 3�i a�t�6�,subir�ct racic Iayer w�idth fi�m adsar�H�n width ta obt�n minimum dewn&top�dike t�far absarpHon: ��ft 4�ft��feet 2, Catculatemintmum mound slze based on g�ometer�r: a, Determ�ne depth of clean sand�ill at upslop�edge of rock lay�r:Separat�on .,1.._�.._feet b. Multiply rock layer width by landslope to determin�dro�s . ; :,;��?. Fa:� • in �levation;Slope Dijference � •': "� �_,,,,X_,�,°Yo+100; D_�f�et °� :d.�: '. . �.. G Add depth of clean sand depth of clean sand for ---� � ��"""".. �: R�M ' : :' ��,� separation at ups�ope edg�(Za)ta depth of rock layer to --� �,,„�, • � rock d�pth and the depth of cover to flnd the total meund . -�'' �. hetght at upslope edge of rock layer; ��~� ;,,. �_____„ft+ 1 ft+1 ft=�feet . '�� d. Enter tabl�on page bottom with landslope and up�tope dike rat�o. Select diics multiplier of �-Z3 , � e. Multipty dike multiptier by upsIope mound hei t • to t u slo dike width: 3•2 x.3= 9• feet , � f.Add the dept�h of slope difference(2b)to the upslope . height to get the downslope height �3 + O__•6__�=feet g. Enter table on page bottom with landstope and downslope dike ratio. Select dike�multipli�r o# S��' • ' � h. Multiply dik�multiplier by downslope mound height ' . to get downstope.dike width: s�x 3�G..�./.�,.,feet . . � i. Compare the values of step G.1_and Step G.2.h. Select the . � greater of the two va�ues as th�downslope dike width; / , feet ,�. ..��.��.-.�,• �'�'��&. �A..��t..{r4�+,t �. Total mound width is the sum of upstope dike . �� ,,, ,,°�,,� , ,�,;,��r width plus t�ck layer wtdth plus downslope . � �c �` r..�.. , ,ki dike width;� • • �,, � • • � w• /� ft+�ft� 3,�o fe�t o�.�a`r`� '�....'`` r�;;: ;{:; :� '�+w,� 9�_f t+___.___ � �► '��Srt, ,►t.'t►�►'L�r1►�•► ��;:4`�;��.�`�;�;�''' �``~{''��►�,`�►4`►�`►4�,��`►�►`• k. Total mound length is the sum of u slo � �f f.� - ^h fi^�? P 1� w�, �.�►�� t�+�. �. Hkd� w, , dike width p2us rock layer length ptus :�� ' ''�►'��':c��.,:��,c� . � upslope dike width; � '�►~�`��`� ' ` ` ` ~��''�'~ ~ ~ ~ _,+,ft+ • �t+ ___-f#� feet r«a� � ----� __r_____. ki �:1 �•�ns ope &� �a xt �:i &t � �i r.t �a o �.o �.o a.o �.o zo �.o �.o sd �.o �a �.� 1 f.d/ �.17 8.2� i�3( 7.53 ' !91 l.tf �.7( S.i� � � _ �.11 1.33 t.5� lt1 �.t� lii 17d �.5! iJ� � �o ..s� � �.� �.e� �as � a� �.a �.n us � �.11 �.7� �.]S 7.N 1.Tt I.6� �.Q ll! � �� f 3S3 b.OQ R61 l9 I0.77 26L 1.3� l� �.`1 i.If f]l 7 '.e0 � 7.1{ f.3/ n07 l.5� � 1.e4 �1l �.t� fA1 7.N �a7� tf�7f t� f.� �a6 �.7i �.7� ia1 � i.ad E.a� �.3f tls� �5.�t iQ 1.ad 3sT �.a6 �.tf �.�t � �.» au �.a �a.a ��.n �x sw �..s a�o. �� us 10 W �.6� lOd 15.OQ 233� 2�1 it� 3.3I �.7� �.1� tA1 11 l�i 7.1� 11.71 17.bf 30.t� 2�{ tn � 1.q 3.9� �3l ,t u�r �.s� »ao :�.a �as t.� � �.�i �.�! �.+� � L��i�l�/'�/l L.�'��l/ ��i iu��ir ��a�-� �.s i �ia�� rv y��r�i� rt'r� , �'�it�u h � �c ��,�5 � �a.r�� /l� �i�/�.�i`- �it�.y, /o�s� � � f � . �� z /,�`'�� r��f - C�/�c�� .�9a�r� �e�.re _ � 6� /��/ � /� ��r��' - �i�� •�.�' � �./v�r ��/�� f , �lDuh� Un��r� ��'�.S..Sur"� � � �5 r 93 W Ii. .. .•c; . � 9.S3.c� .. . � MANHOLES� . . �` ' .� . .•:�i`•':. .._ � . ie. •,n' =n'?.. .�. y ; � �--CLEAN ROCK 3/4 ' �` ' �� PLOWED OR TO 2 1/2 INCHES i�� s DISKED SURFACE � /� /��.s • /S� //a�s • , 1 . PUMP TANK - � L SEPTIC TANK � 1O°° 9��s \ � ��e �� e� � `�� / �� '' � �< s/�. . /� �! ._ . PUMP LOCATED IN PUMP TANK , � t � �� .�,� Det,/s . , � WqTER i1GHT AND LOCKABLE ELECTRIC BOX --� REDWO�OQ, CEDAR OR 1REAIEA � � POST (4 x 4 MlNIMUM) � � PLUG:S OR ELECTRIC CONNECTIONS --� � � � � ALL ELECTRIC CONNECT{ONS � ' � � �qD�E WSiDE THE BOX � 2" SCHEDULE 80 PVC CONDUIT —� � � �. — r— LOOP OF POWER CORD �NANkiOLE COVER CHAINED AND LOCKED � ��," SPACE FpR SETTLEMENT � .� INGS � / FINAL GRADE ,�,� SEALED �A�`1HOLE � •v •v , � � , �� .. ' \ AT LEAST 12 INCHES + \ BELOW GRADE ', �in, RESERVE CAPACITY IC110� OF . UNION '; DAIIY FLaW 1MRE FROtv� SUF'PLY SOURCE � � PIPE IS LAID ON A UNIFORM SLOPE FROM . �. •. � . PUMP STATION UP TO SOIL TREATMENT � SEqLED TANK COVER f AREA FOR PROPER DRAINBACK. a--- «� ��vrs mtn�m um �tS�nl�. IF PIPE AT TANK MUST 6E LOWER THAN ' � PLASTIC R�PE OR CHAIN —� I UNION TO GET ELEVATION FOR DRAINBACK, �� A 1/4 INCH WEEP HOLE MUST BE USED. � � ALARM FLOAT ON SEPERATE—1 — WEEP HOLE I ELECTRICAL CIRCUIT S YEI-� - - 1 S: ELECTRICAL WIRE FROM POWER SUPPLY _ � IORI..,LE � NOTE lS�o 337 llons � dos� 3"� �� MUST NOT RUN OVER ANY TANKS BUT � �I o�e� er Zu hrs . MUST BE LA�D 8ES1DE OTMER TA�IKS m�,�im�►v� a c� A�1D �uIUST 8�E �LAC�ED �1 CO�DUIT _�H.UT—O� l�� — ALONG POST. PUMP CONTROL FLOAT—� ELECTRICAL CORDS FROM PUMP AND • FLOATS MUST BE RUN THROUGH . ��. � CONDUIT. �1ARES CANNOT HAVE GROUND �� CONTACT. , � EjIMP SEL.ECTIQN PR CEDLTt_tE A. Det�rmine�pump cap�diy: ' � Gravily Distribution trro a�ow►TwH GF A �ERFORATEO LATERAL 1. Minimum sugge$ted is 6�0 gall�ns per hour(1D gpm)io siay ahe�of w«�z«,« water use rate. � 2. Maximum sugg�t�d f�r detiv�ry to a drop box of a home system is 2,700 �,,,: ., . . . .�,��;: gallons per hour(45 gpm)to prevent build-up of prc�ssure in drop box. ;: �r a�e�, �k�'�.,"�.��.�.�' Pressure DistribuHon " �"`°�NOf�TM"ah 3. a. Select number af p�rfo�°ated t�ter�ls -3 ti' � ;;�'��' b. Select perforation spacing� 3 ft. > F..::•.::.��' :..: . .. ' r... P�rtaoibnt locarN o� c. Sub��ct 2 ft.from tbQ rock layer length. �E.;: s�� "'°"'°'`°"�' �•2ft.. //v ft. ,.:::~...::. : . :. - ., .� T� ' 9r1�Iro1 a011 i►ep�rl�r ScarlflN a,ron v1a�p seea Loy« d. Determine the nnmber of spaces between perforations. Length perf.SpSCIn$s ��D ft.+ 3 ft.; 3Co S�CQS TAEl.B OF PHRAORATION DISCtlARGES M GPM e. �spac�s+ 1•�p�rforations/l�teral " '� f. Mulaply perforadons per lateral by number of laterals to HQaa Pcrtoranon a�,t,�ca d�t,�s) get total number of perforations. ,�n ,�� y�� x �• /// perforations. ].� 0.56 0.94 g• � X�_�8Pm• �.s o.w z.ob o.so �.a 2.S 0.89 1.17 SELECTED PUMP CAPACITY� m 3A o.98 t.2s gP 4A ].13 1.47 SA ].?b 1.65 B.Determine head:equir�ments: AU6i�•O EOM OE hl11d f0[ltlldltlHBl 6)r6fCQ1R 1. Elevaeon differen�between pump and point of discharge. bU�e 3.D feet of head!or other eambl(aha4aits �feet 2. If pumping to a pressure distribuHon system,add five feet for pressure required at manifold � .. , -� feet 3. Fricdon loss �'��"g�' • a. Enter fricdon loss table with gpm and pipe diameter. Aoint of Discharge Read hiction los�in feet per 100 feet from table. F.L.= S.lo ft./100 ft of pipe Elsvadon Diffennce b. Determine total pipe length from pump to discharge p .point. Add 25 percent ta pipe length for fitting . loss,or use a fitting loss chart. Equivalent pipe F-18b length-1.25 dmes pipe length= 1.5 inch 2.0 inch 3.0 inch Zy5 x 1.25 s�feet 8P�„ t�n��w�.�ioo n�qw c. Calculate to�l Erlction loss by multiptying 10 0.69 0.20 friction loss in ft/100 ft by equivalent plpe length. 12 0.96 0.28 Total friction loss; �_x 5,�_ +100•�fett 14 1.28 0.38 4. Total head required is the sum of elevation difference, ig 2A3 0.60 special head requirements,and total fricdon loss. 20 2.47 0.73 O.l l . 25 3.73 1.11 0.16 �_+ J'! + �7, 30 3.23 1.55 0.23 (1) (2) (3c) 3S ?.90 2.06 0.30 40 11.07 2.64 0.39 45 14.73 3.28 0.48 TOTAL HEAD �� feet SO � 3.99 O.S8 SS � 0.70 � 60 0.82 C. Pump selection 1. A pump must be selected to deliver at least . gpm (Step A) SL 3 � /�/5 with at least�0.. feet of total head (Step B). � � . /r■.�r �� ' . � . � � � Q � � �a � � � � d a a•� �� o� ' � � Q � � �� Q v ° � o� � .� �' �a .Q � � c 0 o � •� � - � � � . � a � � � \ a � � � ^ � � �O .� � �� Q . a � � � ° O � � o � �' � l •a � � , � O � :� �'y � � y � � v � o.��, � . a ao , � � � � o o0 0 � .o �.. � .�. � a � � �, ° a v . -' � �� N � � . � � , �w �; 00 �a � � � �a W .a� � � � . 1 � Loysr a/gso�eartA� �� Loomy scnd�+cp PerRvntad Loter+o✓ An�ss cbryr ��r�,� ... ... .... � GY�Ol1 �DI�d 11U - �• �� r . .,�;C �_� +,;� � '4 w. �y,��. 'j,N� �i.w �s'!ti��i_��yI;r;^ �y �Cy +� ��t , �.�'''� � .�,; 'e"i. •� Alax�onum s/bp . ~'��»,��'�.�^ .•t 4�cr�,•, �-� . 3 fo 1 � •�«,Y�j�=c,�ti;;•;w,,""�� ' �� /��..e-�1�srqas ,:ti��.� • � �� ' , _,,..�g►,r ' ' . a� .� 3/s . � -�' ' to a 1/1,9�drs� —~ � Plowid a� d/vtt/�d s�N D�� ct . Crdss Ssction A A � s� �. �. ,� �e ,,,� / par»p�g chombsr / � a , � N � �� A�P�n� Zc� � CU. �S. O� �I �I �I � I I I :lea� sav�c� �r�car�r �� ui('eL� i I � � II N I i � ' � � �iZ.�s�,� i� ' �r'� � �I �I �I iiz ��► i� ,i� i� �+ ' �+ ,n- � .�- �- — — i� i� i� — i) i� i� i /8,9 �0 9-7 � . � I 38•� �.�, ' \ � � � P��r Sir� /e Bed Mour�d �=:EF'1=�_�—'=�r,c: IJELi �-�'� : 1 �-� F'Pl ELLE':T~L LHh�i� '_:EF"•:' I CE'=: r. l �r.:=:�•�Gt�=�� F•. t=t� �//f��I!'�� .��. bdf'r'��Q��t�C S. � I c�"� �..�?•"!' fZ%/�C�t'SrO/T .� � . (�Ox�4W3 Up R41�4Q�p�l) _ _ : _ A. Tr'I.��N ' �uw�a�,�.�.��►p.t��q► �st�mated---.1� gpd(seQ peges U-7'�r I-3,4,5) Qr measurQd� .�p�x 1,S � �� n zyw,ut �, v i eo B. SEPTIC TANK LI�U�'D V�J�.UMI� � � � �� ' /� �u�ri�(s�a pages�-3 or�'S} � � �so � "� C. SOIirS(refer tQ�i#��v�luadon) • i�so � ,; � 1. Depth t�rest�ricttxtg lay�r� ��f fnches '� ��"°� 2. Depth oE per�]aHori ta�ts •« �� n�hes �. " ' �3. Perro�ation ra�+t�..�__�__mpi ia r � � �*�; ,� �f 4. Land stap� , �3 , ^�%'o ,.��,, � � . a�.,� .._.. D. 12C3C�C�AY�3I2 DIM�SIOI�tS 1. Multiply �ow xate by 0.8,3 to obtain rer�uired area of rock layer; Daf�y xl�w x 4.83� /��.�p�3 x 0.8�sq. ft./gpd� �� sq. f t. 2. 5elect width oF�+�ck layer t10 feet or Iess)� ra ft. 3. I,ength of rock��y�r•Are2��Width � i��q. ft.+ ,_�ft. • i�� ft. .-'Z �5Co Ftt�ck Bed • dch sto f�. �. ��L,�� 1. MuItiply rock area by rock depth to get cubic feet of rock; /�,�,r�q. ft. x___,�fr. � �,, �?o cu, ft. 2. Divlde Cu.ft.by 77'cu. ft./cu. yd. to get cubic yards; ��Cu. ft. +27��CtX,yd. � r' •.. - 3. I�Sult�ly�c�.b�c yards by 1.�to get we�ght of rork tn tons; � i� cu. yd. x ],�ton/cu. yd. *��/#ons. F. A1�S�1�'PTIbN WI�7TH �. PcrcolaHon rateis�top 1��nche�af soix i��nnpi . ��e�oY�cton�tdtn s��t,►��t,n�. �aafW ' o�lbns It�foor 2. Sele�t al�owabl�soil loadin rat�from table on pag��-; a�� sa„�K�„„, �� „��ar, . �7 ��/f� � 3. Calculake adsarp�ivx►w�f�th ratio by divi��ng rock Iayer ��u�o.� c�.s�a .. 0.1 w 3 s.na ,.z�p' i.00 iaading rate of l.�ti��/F�by allowable soil laadi,ng rate; 4ias•* �is n�af� o.�o �.ov � 1,20 gpd/ft�,� D,�BP��f��« �� s�tis n 4,79 ,.5� ,,,��,. �6to�Q T.�n► O.dO 4,00 �+L + t ` 3!io4� fR Q7D 2.�0 47��C+G t�1$yQIt1Q 01Z pA�Pe�-�p. 46 W 6f� �� m q'�S 7.67 4. Iviultfply adsot'pt4or�'w#dth r�t�o by r�ck layer wtdth#o get s��°n r`�'•y oz� sµas required adsorpHon width•. /� x �-�� f t •� ��f t � r , ; =:EF'�=�=+-'�i�-: LJEL �=i� : 1 1 F'P1 ELLE'=:THLi Lr1F�i� '=�EF"•r' I CE'C: r• S �t.l_:'�'�l_14_1'� F'. 4_i� G. I)4WNSI�PB UiKB V1TIl�TH 1. Yf tandslope�is 3�b a�m�xe,subtra�t rock layer width from adsorptian width ta obtain minimutn�ownslope dike toe fox abSOrpt10�1: /SZ ft - % ft *� �� feek 2. Calculate mintmum mound stze based on geometery; a. Determine depth of clean sand fill at upslope e+�ge of rock layer: Separatfon I,Q feet b. MulHply ro�k layer widtk�by Iandslope to de#ermine dro� ,,,�„ ,,,r, , � in elevation; Siope DiJference ,�..,� Z .Z x .� % +� 100 = Q'� feet �,;�.�;�.�w.� �. Add depth of clean sand depth of clean sand for �.« "�-�. � '-��•�;�..�:: , s��ar�tion at upslope ed�� (2a) to depth of roCk layer to �..� "" rock depth and the d�pth of cover to find the total maund �"�`�'�«�'' � height at upslo�e edge of rock layer; `�.,, _�ft � 1 ft + 1 ft � �3 feet d. Enter table on pa�e bottom witih landsIope and upslape dike ratio. Sel�ct dike mu�Hplier of �.5 7 ,, e. I�fultiply dike�iultiplie�r by u slope maund h�ight to get upslope dik�width: �x 3�57 � %v'7feet f.Add the depkh of slope difference(2b) to the upslope hetght to get the downslope hei ht � 3 } 0,_�_�s �•� f��t g. �nter table on page bottom with landslope and downslope dike ratio. SeIect d�ke txrultiplier of_�/�� , , h. MultipIy dike rnultiplier by downs�ope mound height to get downslope.dike width: ��x r.S� p /�feeE I. Compare the values of step G.1 and Step G.2.h. Select the . greater oE the two values as the downslope dike width; � /7�3 feet .. . �• Y1d W� h � 'f��'-�;"��,r;tirii:rti: 'ir}r�:�:tif'i:'�;�::�i'�r�r"t:'i`� �. Total rn u dt s the sum of upslope dike R '�a1�ia�n�`,:4•.,:�f ��i�:rv��,`'.`•..:..;�.�u:�r.- wtdth plus r k y dth plu 1 `� ' Y. ..'.`- .. �:�� , s d4wns ope �.: -- .,, r;�_.� �.�;:�:,. v� Ia er wi `w�z::�..- .�. .� .� �,;��:� •c� :t,�� ::...• ',i_ f. dike width; ;.,. ;�•: --, . : r��ft +��,�t + i �ft �� r ' . . �..�: •. . .:•L '� � .•:�_ •�•_�: ,;�:-,:..:•. . �,-. ��.,:., �� "�`4' _T. 2et u �o ti - • , :�.;•„ ti r. ti, r.�.� �:: P� P��+Wldth� � i;-r, rfF:'�:�::t�;tru � L�lk�Wldth_ k. mot�nd 1 ng t e sum o#up 1 p •, �'•-`f° :f�-� �:;: :;�:t�,;:�:: �'r;ti�.-��.:.,�.:ti•,•,z: Total e rh is h s o e �'•{�''" ti:: '.c. ;::..,. .�:.. ��; r.::..:..:.::.:..:;.:•�.:�.:: •:.ti� :�. '`i} . }.yt;�%'.Y::�.;Lt ti:•:::�:t•t f�;,ti::t.: dike v�ridth plus ro�k layer l�ngth ptus -�, �{`:`'�'�..� �'°"'�"'°�i. r� ' .' , .r::;•ti;�,•.�::�,,1.� t�w'w� � :4:;�• �r. r. P'� id h;.�:. �: pslope dike width• .�.:,r�.;;;:..:{�s�ti.,�.::_ {�:�.':�':�%'J.tiJ.ti:.�:.ti:.�::��:�:,��.:� :�:. • ti�- :;tti,,,•.•.•.•. . . .�, ,.�� U � �rtiy`rM}t::�.:z. •�! :':?�ry::'t�':�'titi%{'�:ti�tti.i'i�:r'•.;:t::'. - :�:ti.'.1:,.1.��! ..ti.,ti: �.L. �f.iP.1J.\T L:. •;L� ' � �fk + ft -� ft Y _��feet } _ � � � Taat Leng�h .___�� wns ope p�4 31 4:1 51 6:1 7:t 3:1 �t 61 � &1 7:� �:1 S�Io�+e Q �A �.0 5.0 GO 7.0 1.0 4.0 b.0 40 7,0 S.0 1 7.OD 4-17 ff.2d A3b 75J T�1 �R5 i.76 6 66 GSI 7,l1 i f�9 �as 5-sa ��t e.0 2�f a.�v 4.� sat c�� cso � 1,w 4,b1 s�a 7 3x e s6 275 5.57 �.JS b.01 b.79 6 ts � �/1 I.76 L.?S 7,f9 9.72 7.EA 3-Y6 1.17 i b1 5_ab d P6 s )S3 5,40 6.67 i.S7 10.9� 16t �39 �,(A l.6,� 3.�9 5�1 s 3.6i 6 2l� 7,1♦ 9.1e t207 7.5{ �.]3 b.L3 <.11 �,P? 5 t1 � 31A 6S6 y.69 t034 53.73 2.US 1-li f_�0 42s a.70 a.i� i 1.Q5 6.8� l.73 115� fSsf �u f.R! A57 �,Cb t,�V 18� � �.I I b z4 4.09 13.M 35,92 7 36 2.91 J/S �.90 I,J4 I 6S �9 �19 4.W 140 16.00 2333 111 2.d6 �� a.T! I.t7 �u +! t.t� 4.ia ��.0 �znf �o,t3 2 46 2.7e 11] 3.d1 b vS 41i 12 �� 9.64 1750 21.13 �3 7S 7 21 2�0 a 12 b 49 3�0 1.(M �_:EF'�=�=y-•�;=: IJELi 4_i� : 1 � F'P� ELLE'=:THL� LHNL �=:EF"•:' I �-E'=: r. l -•r.:=:'�'��=i4i` F'. Fi4 �U1VTP�SEL�.�i.TjS��LR�a�,rWr�.�� A. U�t�rtniz��'�am� s�p��iii�t , Gr�vlty►r]3striblat3otl [r+A �+��nr�ot+ � a p�RfDf2A7�G LATERA� �. M9nimum aug�ested�is 800 gall�n�pQr h�ur(]�gpm)tb.st8�y aheas�9f �Qu�,�„ water use rate. Tepwq 2. Maximum$ugg�zstet� for d�lir�ry to a dr�p box of a h�m�system is 2,7p0 gallons per hnur(45 gpm)to prev�nt build-up of pressure in drop box. •�`` `�,,�,,,s�,,, �,,, ` '',,�x°� a.^��a��rFr�,k�«�,.• �., - I�rMln�} °"co.nra Pressure biskribukior► r. tn1eT p��;'�a rw.i:o.�r5ur v �. a, Se1ect number of per6orat�d�aterals � T ��• ;� ,� �p��«ro �a4� b. Se�ect perfora�on s�cing� � ft. �, ; : � , . , � '..�. ' Ppraanv Lucarw al �. Subtract 2 ft.frnm the t��k]ayer length. � ° cr,w�,s�� y„ B4,�oT o�"tat.�� r„ ,,� -2 fk.� �� ft. ' �byai�an P+vw+�i s�or��.a iet�Vlpslnq Dard ayrr d. Determine thex�umbtt Af�pa�es b�tween perforatibns. l.e�Rt� perf.spa�in$�.__Sy ft.+�ft•_ �� Sp��S TABL�t'7�rBRW017ATZ0T�!p1SCHAkGFS IN GPM �. � spaces+ ] * l�p�rf4�'�U4115/l3tftr2tl " f. Muldply perfor�[i�rsper t�t�ral by nun�ber of later<�,ts to N*ad PQNorationdtametfrpnches} grt toeal nurr,b,�r of p�rfQratioa,s. y -- �------�-�-� �. x �_ ��R //�� rforati�ns. __.__ �� ' -- �1.0�+ �.56 0.74 $' r��► x �'� .r"�$Prn• y s a.69 0.40 •f 2.()b 4-80 I.(14 4.5 tl.�9 t.17 5E1.��'FEp pL�TMP CA�pA�I?Y ,�_ �� .0 fl.9g 1,28 BPm �.o �.ra �,a� �,4 1,26 1.65 �. Detetm�ne haad reqn�.ret�cz�ts: 1. �levation differ�m�ebetween pump�nd po�nk oF�ischar�e. ��2.Di+iof��r��ffii tit�6�ta g feet 2• if p�rmping ta a presaurQ dlstribution sysfem,add five feet Eor pres3ure rec�uired at mantfold �' ✓� feet � 3. �riCHor►loss � Pipo I.engih y , a. Enter friction 1a55 table with gpm anci pipe dfameter. p ni of p;scharga t2ead fric ion Ic�ss tn feet per 100 f�et from;abte. F.L. � .� Ft./1flQ ft oF ptpe ElcysEion Difforcncc b. U�termine tpta!pipe length from pump to dischar};e �p •po�nt. Add 25 perC�nt to pipe ten�th for fitting � lass,ar use a EjtCing lass ch�rt. Equivaleni pipe F�lgb Iength�].25 tEm�pipe length� t x 1.?S=�Z�_jeEt 1.5 inch 2,0 inoh 3.4 inch �. Calculate tpt�1 friction loss by multrplying BPm Fr�a��r,tca per�oa n o�ptyo frfction IpsS fn It/lD4 ft by eqi�xvalent pip�length. � i� O.y6 0.�8 Total frfetjon Ioss•• 4�2 x �,.�r +1(}��„��f¢�t 14 1.28 0,38 a, Total head requfr�,i i9 the�um of er�vation differenc�, �4 1•�� b.a8 spectal hea�requirements,and total friction 1oss. �8 2•0� 0.60 20 2.47 0,73 0.11 2S 3.73 l.lf O.I6 ,�.,��+ � �+ � 3Q 5.23 1,53 0.23 (1? E2} t3�) 35 7.9a 2A6 4.30 40 11.07 2.b4 0.39 45 14.73 3 28 0.4$ TOTAI�HEAp �� feet Sb 3.99 0.58 55 4.76 0,�0 C. Pump seletlIon � 5.60 0.82 1. A purr►p must be selected t� deliver aE least „�, �p�, (Step A) with at least!'�? #��t of totai he��i (Step �). . , III f I7�I'r�',� �G/d.11.� �P� °�f� /�2'.� � m �, J i` ��i �;� i h. �� , . .�`_�r:. iii m � Perforafed p�astic pipe " ,;� r:� f " � 3 i�� 9 Perforafions spoced .�an at�� spQ�1n� '°" � � �170f center otian size may �e 16� ��2 pejf� m �� 3��6, 7�3Z, Or 1�4, � r � ��lfa1 d PiP ro' m �� of I oG°#10� " �� ptt� �ot� � rraP� r atio�s . � �, (�1t fro� p+� I; P��f,strc P'p , p�Pe H v iii ` � � . � d ��p m i� �q � . ��ate� �� Prpe fro�n �r�th �f � p�mping chamber �,, � ' r:, �r� rr� r: �� L�y��t o f Perfora ted Prp e �v tera�s f�r ,,, �ressure Distri,6r�t�on �n ��ur�d r:, T i�i i_� ,�u�o� ,aa� /,a�O ,�� . � � VNN�APJpl�� /'� S �� L'O/ `�,,SZ �.��--�_ r I I I I i ( _ �� I� �� I� I� �� I� II ff �i Ji li � � � � I �I �I I 'I I � �' i� I� I� �� f� '� � �s i � E � � i � f?6w/P+9 � V I �I I� I� I� II � („_ ( � '1� •A.s Q!� � � I � �np _.V ),� 'bs � � ( � 4�6�v pag °1 � na�o Ao9 � � �F I� �I �I � Q � � � � � �p� i �OC�P O� S r� /o s�na �d �I �( I I I I �I �I /��p�p��a��d ! I� � I� � � � ��. fi I� J� JI I! II �, � �_ _ � `\� � � � � � 1 � �pwoy� 6u�dcund � � wo�� a�e� / � / f � .d �- ��b . — oi�,�a so�,� ,,, a�o��ns pv.ys�p /,ros pv/�JpIY . �a paMo�d � . saV�u� ��! � dl , � j�F lJJOI (/OP/,7 _1_ � �� . - `� � vdo/��_—��'�-- 8�� -.�.�::1�: y'+��:; �+�'�t.ti.,�. Q�! . . .�.. • ''•�; '..�S.i i.`C j.ti:,c':�':,` ti.r:•'->.': _. .`.��i;.�, � •r..«-.'�,�-c'2": .w.f'., �� .S.'.�:'.'�'u','. _'•,�v ., :n"y,' ' �. . .�' ;�� / l' +y.�•e :.:.�;M,c r., x.r:'-• �do�s cuncvixoly . r.� i: F:\�✓JJ< �.^.��i4�r4�:•,i -y� �:�;ri,,� 4�4 1 ti%1 � � • �' ` n�' ;.� ;�Y�tr�'C• - >1�xv' , � , a 4 �r�_:,,fi;�;.rt^ 'ti'"'� .i. ,i _~;�,`•`I..x• ,��,�J; : _ �! �� fJUDS (/pQ�� /Iosdoj_,q �on�� ssol-,} ��'�Q�Rp1�'�/�'� IG�"Jn7 P�Ip�J�d doa puos �woo7 Juyu/ v�qa•o�aa6�a rafo7 '��-1 '.� '�-t�=t r.':_�'�' T 9 '-:3:_� I r'•�:��'_: �I hl F+-1 i1 H 1'_:��3 ld.� b T : �ti=i iT 3�•1 :_:r.–�-i'�–T�3'_: �_:EF�—=F-+—'�+�= IJELi �=i� : 1 4 F'�1 ELLE'=:Ti1Li LriF�I� �_:EF"•:' I CE'=� r, 1 � r.:=;�'��-�E1� P. �=i i � - "hV ��, J/� � f `�F .� f��. r� f I � �J � � + J� �� f' �'�\ ! _ r r• � �,�' � 1 _ �•f I ` _ J � / 'o J n° , �. '•� � J ! `]�/ r`7 Y(S:� fr� r� � ` � �f� —' f � � / " � / / �}. �� n��, r� � ; �v . �- �C`��f�� l�'od � �� f i ��r ' 1� � �}��:� V- �` �J � � � '� � / ��' �} _ . ff f• / f . , � � �y� �` ` .,�. , �r � �,.-� J � w � �:Y'� � '/ ` %' `� ' f _. � � � 1 � � � . � � � J � �, � i �� l/ , � �l �� .� ;� �� / ,, , � �, �, : � :�� o� - o � , ;; � ' � ' � �l/ I �� ' � `�\� 'l'I C / / i � i � 1 � �- .� _ / / � �� , , � 1rn ` � r ' ; ' y 4 � � r _ _1 � � � _L°e �--.,_,.+ �� 1 1 i � { � / � �, ,,,�,,`��= i � � - = 0 - -_-- � - � � f , � -,_ � � � �- �' / � , ;, , t: � _ � I l G I � .-_-,�� _s � � � ,,- ---�- -.� .� ,' :, / �� f f ; > _� .;-� ;- � ��, � � �-� ; � � � ; >> / � � � -.��'�� / � � ' `1 � � . I 1 1I . � � �4 ,\ / � l I �� n `� � ' � a � ___, .,.�_ ` 1 l� 1 �' 1 , a i � , � U� �� t � ,-- � � f f� i�� °�� ( � 1 � I � � 1 .�� t � ! � _ � � � � � 1 1 `� . �� l�a �� , �� - t x � I I r I f Q �� 1 � 1 l � .. .� -� _ � � �. 1 /� � � . 1 � F � o l �� I ; � � � - f ,`� f I � � - � � � � I ti f n.. � 1 � I � S � t r).7_ c� .5 i� � � �. ( ; ��,,�,� / � �� - } � - _ ,\ � � � � 1 � �r� - - � � �� = - � � � � � �� 4 � 7�� J'~'r• ryY / `/ / �J � � � • � ; .. �� , , .�--- �� j � � j � � ` � �-- �' � r�^ �` h� _-� J � h -� _. , - , � 5 -�a -- ' 1 1 � � �� O b�(ti ' � O � t—� —t ` �� - 2' ¢4 --��;;��-f-•f-Y�-�.�-{_,r,�. - _� r _� � � � � � � �� e.�.��.�.��,, �- � � . .� . �1��,��t_,�,�,,_�� ./ �- � ` � � F° —~ � �-- ` --� -- � ��— � ` � � � .� .�� `�-� . ~ . � -" �' � ( f (� Il c,j ��i�q_,+�t ayAbr � ' --�� \� Q) O; �� . h G� � � �-� .� � ' ~� . �� ,C �] �. ' � � "'-) � � . � � Soi/ Borir�q L oq I I e s a d 98.j50 8 �� 98 ��. Job No. Date � � Client Name Londform ervices Borings made by L. E//estad 200 Centra/ Avenue Classification System: USDA—SCS BUffO/O, MN 55.j1.j Auger type: Hand— eucket Pho�e 6Q�9.'�29 Fox 682-9 0 1 02 Depth goring No. � Depth Boring No. 2 in in feet Munsell Chart 10YR feet Munsell Chart 10YR /oom ,3� /oom 3/2 I 1 1 19" ,�/,� 2 c%y/aam r�d�yroy mott/es 5-f0� 2 c%y/oom 36" 30" �a�, red�t groy mott/es >0-15X ��a}, possib/e moft/ess ,3�j 3 r�sd�groy mott/es 20-90� 3 �ed d�g�ay mott/es fOX ,�� 42a s!/ty c%y red�y�oy mott/es ,70�' i 4 ENO 4 END I I 5 5 ` II 6 6 ( � ( End of boring at 4 feet End of borin at 4 feet I 9 I [] Standing water table at feet of � 5tanding water table a't feet of depth hours after boring deptn hours after boring I '� hot present in boring hole '�'j Not present in boring hoie � Mottled soil at 2 feet of depth �'j Mottled soil at 3 feet of depth I U Moitled soil noi present U Mot'tled soit not present I � hioies: i I I I I I I I I � r So%/ Borinq L o9 I i en�ad Job No. 98350 Date 8�»�98 e rvi c e s Client Name Landfom� Borings made by L. E//estad 200 Centra/ Avenue Buffo% MN 55313 Classification System: USDA—SCS �jr��9 6�1-9.�29 FOX 6dt2-9AG?2 Auger type: Hand— Bucket 3 Depth 4 Depth Boring No. Boring No. in in feet feet Munsell Chart 10YR Munsell Chart 10YR /oom ��2 i ��I 3� � � , -� ► I � -� ,8� �� I 2 2 ,� c/ay/oam 'j�'� " 4 2 28 r��g.roy r.;otJes 5-10�' f/f 33„ Gcy/ocr� I 3 � � red d�grey mattJes loX' I 3 � } I42» doy red�!q�cy Tat✓es 9�X ��3 " 4 END 4 END � I � 5 --� I 5 � ! I I I I 6 s —j � I I I � - F„�+ of bo��.,s �� d fe6F I E^d of bOrinS �� d fegf � �c � Sta^�;^^ ++atar ta�;e ct ,'e�t o` � Sta^�'^y ++cte- ta�;a ;.t ,2et ., u ►, y tio�•s efte► bor�•,9 u �ept.. de t.. h �?Ol!!9 G'ft0! bOrin9 r� � Nct present in boring hcle Not present in boring hole f � � � �4tt�� g�;� ^t 3'�" feet oF depth � �Aott!ed so�! et 2 4 feet o. c+ept.. � „ ^ !v!ctt;e� sc'! �t .,'ese�t !'', Uctt:eC sc': .,ct .,�esa�t ' — N�t�s: ( � � � � • . / So%/ Borir�q L oq Iles�ad 98.350 Date 8�»�98 n • Job No. ervices Client Name Londform Borings made by �• E//estad 200 Centro/ Avenue Classification System: USDA-SCS Buffo% MN 55313 Auger type: Hand- 8ucket Phone 682-9�29 fox 6�2-90�0� I Depth 8oring ho. 'S_ Denth Boring �Vo. 6- I in � feet feet �;�rseli Chert 1�YR I !�AU^Sell ChC!t �DYR �oom Z�� /oam 7/y I � ' I c;oy/oam 3/? I 2 2 ( 26" do loam 30" ��y mott/es >o� .�/:� I 3 3 � I 40" �a.�y mott/ss 20X 4%1 43" �oy �ss�r groy matt.'es 5-;�� 4�s I 4 END ¢ E�'.'D � 5 � � ! g 6 � � . � End �f boring at 4 feet End of boring at 4 fee� I C Sterding water tab�e at feet of � Standing water tabis at fee't af deot" ho�rs c`ter bor�rc �e�t` 4o�rs c`ter bor,;^c i I � ;lCl prese:"L .:`: �O�°.'± wC�e � �lC� F�@S6:"a •� t`,� 'C �':C�@ $ Mo`.`led sail .a`_ 3'4" fee`_ of deo`.h I $ l,Ao"_led �oil a`_ 3�?" fPe' of deolh i i G . .- � �,1�ttl�� =il no: �r as:n't M_�il�:i s�il n�i ;.�-��nt ;_.; i iVoies: I I � I I 1 � I � � ' � � Soi/ Borir�q L oq I i e sta d Job No. 98350 Date B/11/98 n d, Client Name [ondform �rVIC@S Borings made by L. E//estad 200 Cent�o/ Avenue Classification System: USDA—SCS BUffo% MN 55�313 Auger type: Hand— Bucket PY�avis 66�2-9.�29 Fax 682-91Ob2 Denth Boring No. � Denth Boring No. B feet Munseii Chart 1 GYR feet �unseil Chari 1 Gl'Fc �oom ?� �oom 2ft I I 1 I 1 � � I I 2 I 2 doy/oam f/4 26" dl y nx+�g�y mat.Nes .>O�' 2R�� aoy rod d� groy mott/es 5-fOX �/3 � �sd�groy motf/es 2Q� 4 3 �d d�qroy mott/es 15-20X ( I ( I 4 C�bG 4 CNa I I 5 5� I I s Is � ( I End of boring at 4 feei End of boring at 4 feet � Standing water tabie at feet of I � Standing water table at feet of � � � .�� r C1i2Nt�"� i�vliiS G�tci uGiiiiCj uc�i�� +liiS uitci G'viii"iC� � Nvt j,i c5c11t Ifi u'vi I(1� flv�c � N�t p'.i'cSc►lt I(1 u'vi Ifl�] fl�+�c � M:.ttl�d scil at 2'2" f��t cf ��rth I � tilcttl�d s�il at Z'4" f�at cf d�rth U Moi�led soil not prdsent � U Mottled soil no� present Notes: � � � � � I . . I I ��'�� ` or�r�q L o y�' I�e stc c � 98.�50 8 » 98 r a. I J o b N o. D e t e � � I Clien't Name Londform ervices IBorings made by L. E//estod 200 Cent�o/ Avenue I IC�assifcation System: �S7A—SCS 8[.'ff��o, �.1N 553>,j I Auger type: Hand— Bucket P/10V1B 682-9,�29 FOX 68�9Gri2 I Depth 9 Depth I in Boring Na. i� Boring No. feet Munseii Cnart 1GYR feet �unseii Chart 10YR I I /oom �y I � I I I I I � 1 —1 I . I 1 —1 f I I I I I I 2 2 I � I I I 3�» 28" I �� I IT � doj, �ed groy mottes 1 X ��j 3 � ( I I ( I I 4 ENG 4 I � I I I I I I 5 5 ( � I I I 6 I I 8 I I � I � I I I I I End of oorin at 4 feet End of borin at 4 feec I 9 ( 9 I � Standing water table at feet of � Standing water table at feet of I depth ho�rs �iter aoriny I �ept�� o�rs ��ter bor�r�g � � Not present in �oring n�le � ❑ Not Fresent in boring nole I � Mottled soil at 2'8" feet af deptn I j,j M�ttled soil at feet af depth J jJ Motcled soil not present � Lj Mottled soil noi preseni I � Notes: � I I I I I , I � � i � PERCOLATION TEST SHEET Teet hole loo4tion 98360 Hole No. 1 Date test hola was preparad: B/11/08 Depth of hole bottom: 12 iachea Diameter of holes A inchea 9oi1 data from teet holea: depth, lncLes soll tezturea eoil colars see bortna log Yethod o! eoratchin� eidewall: naile ia lathe Deptti ot pea eize eravel in bottom of hole: 2 inohee Date and hour of initial water rillin�:8/il 9:OOam Depth of initial water fillit�: 12" aDove hole bottom Yathod ueed to maintaia 12" of water depth !n hole for 4 houre: reSll Percolation teet doae by: L. Ellestad Perooletion teet started at 8:56am 8/12 (s.m. / p.m.) Yazimum wstsr depth above hole bottom durit� teat» 8 inohee 1fATSR 11ATER � ��' wA� DROP DROP PBRC RATS ��N�J�'ES� Dg� (fraction) (decimai) CALCiJLATION conversione 6:66 gT� 8 10 — 1 = 10 --- --- i/18 = .05 6:D6 ---lU--- ---7--- ---1--- ---1--- TII� DROP PBRC .4 (Decimal) 1/8 = .13 8:ib BEFIid, 8 10 — 1 = 10 ------- 3/18 = .19 g;E6 10 7 1 1 T�E DROP PERC B ------- ------- ------- ------- (Decimal) 1/4 = .25 8:38 ggg'III, 8 10 = 1 = 10 5/16 = .31 I --- --- 8:4d ---lU--- ---7'--- ---1--- 1 TIME DROP PBRC ------- (Decima:) �/8 = .38 I I �' ------- — - 7/18 = .44 ------- Til[B DROP PSRC D ------- ------- ------- (Decimal) 1/2 = .5 I RBFIIa ------- = _ .., 9/18 = .58 I ------- TIl[E � DROP PERC � (^ecime!) 5/8 = .8� I �� ------- ------- — = 1ij18 = .69 I _______ 'I'I![� DROP PBRC F I ------- ------- ------- •(Decima!) 3/4 = .75 I ggg�, • 13/18 = .81 I I ------- I TD�E DROP PSRC lr ------- ------- ------- n � 7 8 = .88 I (.,ecime�) � - R�;""d' ------- = - i�jio - .�4 I I I ------- I ------- � ------- I ------- I TII� DROP PSRC H I I (Decimal) IA, B, C H, C, D I II Lnr�est No. of ABC S�nalle�t No. ot ABC Lar�eat No. oI HCD 3malle*t Na. of HCD I Y �.i0 = I ( Y �.iO = I L�t[eet No. ot AHC Larae�i No. ot HCD I C, D, S D, S, F ILu�est No. of CDS Smalled No. of CD� Irr�est No. ot DEP Smallert No. of DEP' I Z �.iv = Z �.i� _ I Lar�a�t No. ot CDE + I Lrtnt No. ot D8F I �. P. a F. G, H I ILaz�e�t No. of EFG Smallart No. of EFG I.arprt No. o[ FGH 9mallar! No. ot FGH I � Z O.1�J = ( I Y O.:O = � I ILar�eet No. ot EFG Lar�e�t No. o[ FGH r � i! ine top number ia each eei of uozee ie lar�ar i:nan tae uottom n��e: taea i.ake anoihe: :eaair.�. Ii I I the ton number ia equal or amaller thw the bottam number, wverese the three numbers for the oerc nnte. I PERCOLATI4N TEST SHEET Test hole lxation 98350 Hole No. 2 Date test hole was prepared: B/11/98 Depth of hole bottom: 12 inchea Diameter of holes B inches Soll data from test holea: depth, inchee soil teztures soil colors see boring lo� Method of scratchine aidewall: nails in lathe Depth ot pea �dze �ravel in bottom of hole: 2 inchea Date and hour of initial water fillin�:8/11 9:QOem Depth of �nitial water fillin�: 12" above hole bottom Yethod naed to maintain 12" o[ water depth in hole for 4 honra: ='e� Percolation test done by: L. Ellestad Percolation test atarted at 5:57am 8/12 (e.m, / p,m.) 1[a�dmum water depth above hole bottom duria� test� 8 inches INTERVAL 1fATSA 1fATSR AATER PIItC RATB TT� ��II�iU1�4� DSP,i,H DftOP DROP CALCULATION conve�ions (fraction) (decimal) 5:57 ��T 8 t0 — 1.5 = A.67 6:07 --1�--- - 8 �2-- --1 f2-- -- 1.5--- TIHE DROP PERC c� 1/18 = .05 - - -- - -- (Decimal) 1/B = .13 6:17 REFiLI, 8 10 _ 1.5 = 6.67 8•27 10 6 1/2 1 1/2 1.5 TD[E � DROP PERC B 3/16 = .19 ' ------- --- -- --- -- ------- (Decimnl� 1�4 = .25 6:38 RE�*IIl, 8 10 - 1.5 = 8.67 5/18 = .91 8:48 10 6 1/2_ 1 1/2_ 1.5 T� DROP PERC C ------- -- - ------ (Decimal) 3/8 = .38 �u' — = 7/18 = .44 T[ME � DROP PERC D ------- ------- ------- (Decimal) 1/2 = .5 �� ------- TUSE DROP PERC E s/18 = .56 ------- ------- ------- ------- (Decimal) 5/8 = .83 REFIIL - = 11/1B = .69 ------- ------- TIl[E DRAP PERC F ------- ------- ------- (Decimnl) 3/4 = .75 ��Iy _ _ 13/18 = .81 ------- ------- TO[E DROP PERC G ------ ------- - (Decimal) 7/B = .88 REFILL -- ---- — = 15/18 = .94 TIl[E DftOP PERC H ------- ------- ------- ------- {Decimal) A. B� C B. �. 11 Iargeet No, ot ABC Smilleet No. ot AHC Iar�eet No. of BCD Saulleet No. ot BCD z 0.10 = z 0.10 = larseet No. of ABC Iar�est No_ ot HCD C, D, E D, $, F Lrsert No. of CDg 3malle�t No. ot CDS Iat�e�f. No. ol D� 3mallest No. ot DSF z 0.10 = z 0.10 = Lrae�t No: at CDE Largeat No. of DEF S, F, G F, G, H Irrgest No. of EFG Sm�11a�t No. ot SP'G Lr6ert No. at PCH Smalled No. of FGH z 0.10 = z 0.10 = Largeet No. of SFG larQest No. of PGH • If the top number in each xt of bozea is lar�er than the bottom number thea take snother readin�. If the top number ie equal or smaller than the bottom aumber, avera�e the three numben for the perc rate. �i � � PERCOLATION TEST SHEET Teet hole looation �� 8ole No. 9 Dnie test hole wae prepared: 8/il/98 Depth of hole bottom: 1.�.?-- �cLes Memeter of holee g - inchee Soil data lrom test holes: depth, inches soil teztures soil colors �ee boriag loa Yethod of scratchinj afdewall: naita in Inthe Depth of pea eize �rav�el in bottom of hole: 2 inchea 8/il 9:OOam Depth of initial nater fillin8= 12 — +b°�e hole bottom Date and hour of initial w�ter tilling: nfill Hethod nsed to 1n�intain 1z" of water depth ia hole for 4 houre: �a� / p percolatioa test done b�: k ��d Percolation test started at 6•58�8112 'm'� �(azimum water depth above hole Dottom durinQ testi: B iachea 1fATER 1fATER PBRC BATB IIITBKVAL �STBR DROP DROP Cu,C(1L,ATION ooavereione T� (1[INUTE3) D$� (fraction} (deeimal) g 10 - 1.58 = 8•4 1/18 = •U5 5:58 3TAAT --- --- Tp� DBOP PERC A 8 7 18 1 9 16 1_� 6:08 �o _L--- - 1--- -- -- (Decimal) 1/8 = .13 ------- - 8 8.4 3�1g = .19 8:18 RSFIIJ. --- --- � DROP PBRC B 8:28 10--- _ 8 7/16 _ _ 1 9/16 _ -- 1.56 -- (Decimal) 1/4 = .25 ---- � 10 - 1.5� _ @.4 5�1g = .31 6:39 REFII.L --- --- Tp� DROP PERC C 8:49 ---1Q--- 8 7/16 _ _ I 9/18 _ --1.56 -- (Decimal) 3/e = .38 �' ------- T[� DROP PSIiC D 7/18 = .44 ------- ------- ------- (Decimal) 1/2 = .5 _ = 9/18 = .58 REF�1' ------- TD� ABOP PF3tC E 5�8 = .6S -- ------- ------- ------- (Decimal) _ = 11/18 = .69 R�1' ------- TIIIE DROP PSRC r' 3�4 - .75 ------- ------- ------- �Decimal) ------- 13/18 = .81 R�� ------- Tp(E DROP PERC G ��g = .B8 -- ------- ------- ------- (Decimal) ----- -- _ = 15/18 = . ��' ----- TIYE DROP PERC H _____-- (Decimal) � g, C B� C� D - _ ' L�r�e�t xo. ot BCD 9m�lleat No. or HCD Lrsest No. of �Bc 9m�lle�1. No, ot AHC z 0.I0 = Z 0.10 = I,ar�est No. a[ BCD yarte�t No. ot ABC C, D, E D. E. F _ _ yar�e�! No. 01 DB!' Sm�llert No. ot D8! Larta�t No. ot CDY 9malle�t No. of CDE z Q.10 = z 0.10 = �� Na, ot D� Lar�ed No. ot CDs F� G� g B. F, G - _ Lrnet No. o[ SFG 8mallast No. of SPG Larsa� No. ot FGH Bm�llert No. of FGH z 0.10 = Z 0.10 = ��e�t No. ot FGH Lr�e�t Ko. ot BFG • u the top number in each eet of Doxes is lartcr than the bottom numDer then talce another readtnQ• If the top numDer le equal or smaller than the bottom number, averate the three numDera tor the perc rate. , � 1 PERCOLATION TEST SHEET Te�t hole locatioa 88330 Hola No. 4 Date test hole was prepared: 8/11/88 Dept� of hole botlom: 12 iachee I}ismeter of holea g ��C° goil data trom teet holes: dap{,�� h� aoll texturee soil colors s�e boring log Yethod of ecratchina eidewall: nail� in lethe Depth of pea eize �ra�el in bottom 12 hole: aDove hole bottom pate md hour ot initial water fillint:8/11 9:OOam Depth of initial water flllin�: l[ethod ueed to maint�in 12� oi water depth in hole for 4 hours: refill percolation tea! done by: L. Ellestad Percolation test atarted at 5•59am 8/12 (a.m. / p.m.) 1(azim,um water depth above hole bottom durin� test. 8 inchee 1fATER 1fA'fSR P�RC RATE �ggQ�, 1fATER Dgpp DROP ��►I,CULATION oonvereione T� ()QNZTPE3) DE�� (fraction) (decimal) 5:59 9TART ---8 -- 10 - f.39 - 7.6 l�lg - .05 TD[E DROP PEftC A 6:09 ---10--- - 8 �8-- --1�8-- --1.38 __ {Decimal) 1/8 - .13 6:19 REFQ.L _ 8 _ . 3/16 = .19 10 d 5/9-- - I 9/8-- 1.38 T� DROP PERC B 8:29 -- ------- (Decimal) 1/4 = .25 --- -- 6:40 RSF[I.L ---8--- 10 - 1.38 - 7•8 5/16 = .31 TD� DROP PERC C E:50 __ 1�--- --6 �8-- --i�5-- -- 1.38 -- (Decimal) 3/e = .88 -- = = 7/18 = .44 �' ------- T� � DBOP PIItC D --- ------- ------- ------- (Decimal) 1/2 = -S _ = 9�18 = .'� _REFIId' ------- T]1[g ��D ROm�)PERC E / ------- 5 8 = .83 --- ------ � ------- . li/16 = .69 TI1[E DROP P�� F 3/4 = .75 ------- ------- ------- ------- (Decimal) 13/18 = .Si ��' ------- TII� DROP PERC G --- ------- ------- ------- (Decimal) 7�8 = .88 — - 15/16 = .94 �' ------- T11iE � DROP PERC H ------- ------- (Decimal) A. B, C B� �� D - _ Lr�est No. oi 1BC 9mallat No. ot 1BC L�r�eet No. ot BCD 9m�11est No. ot B(.7I Z 0.10 = 2 0.10 = ],ar�est No. of ABC Lar�ert No. ot BCD D, B, F C, D, E _ _ �t lio. of CDE 3malle�t No. of CDE Lrrh No. of DEF Smatlert No. of DEF Z 0.10 = I 0.10 = yar�eet No. ot CDS l.v�ert No. ot DEP F, G, H S. F, G _ _ ]ir�ett No. of ETG 9malle�t No. 01 EFG Lr�a�t No. of FGH Smalle�t No. of FGH Z U.10 = Y O.IU = Lr�e�t No. ot SFG Iar�e�t No. ot FGH • If the top number ln each set ot boxes is IarQer then �he botlom number then take anofher readln��te. the top aumDer ia equal or smaller than the Dottom nnmber, avera.;e the three numbera for tAe perc �� • � PERCOLATION TEST SHEET Teet Lole location 98350 Hole No. a Dste teat hole waa prepared: 8/11/98 Depth of hole botLom• 12 inchea Diameter of holea 6 inchea 3off data trom teat holea: depth, inches aoll tertures soil colom eee boring log Yethod ot acratchinj sidewall: nails in lathe Depth of pea slze �ravel in bottom ot hole: 2 inehea Dat� aad hour of initial water fillin�:8/11 9:OOam Depth o! initial water fillin`: 12" above hole bottom Yethod uxd to mnintnin 12' ot weter depth in hole tor 4 houra: refill Percolatton test done by: I- Slleetwd Percolation teet started at B:OOa�m 8/12 (s.m. / p.m.) Yuimum water depth above hole bottom durin� i.eet» 8 inches Rsr$x �►s�t �xc xs�B INTEftVAL wST� DROP DROP CpI,��,p�pN conversions T� (IQNUTES) DEPTS (fraction) (decimel) 8:00 y^��' ___$___ 10 = 1 = !0 1/18 = .OS TtatE DROP P6RC A 8:10 ---1�--- ---7--- ---1--- ---1--- (Decimal) 1/8 = .13 4:20 IiSFII.L ---g--- 10 — 1 = 10 g�16 = .19 TI![E DROP PERC B 6:30 10 ---7--- ---1--- ---1--- (Decimal) 1/4 = .25 8:41 RgFII1, __ ___ 10 — 1 = !0 ' _ .31 8 1 ---1--- TD[E DROP PEItC C 5 18 8:51 ---10--- ---7--- ------- (Decimal) 3�8 = .39 �' ------- Tp[E DROP PERC D ��18 = .44 ------ ------- ------- ------- (Decimal) 1/2 = .5 _ = 9/16 = .58 -��' ------- Tp[E � DROP PERC E --- ------- ------- ------- (Decimal) 5/8 = .63 _ = 11/16 = .69 REFILI' ------- � � DROP PERC F ------- ------- ------- (Decimal) 3/4 = .75 13/16 = .B1 -RSPIId' ------- Til[E DRUP PF.IiC G -- ------- - (Decimal) 7�8 - '� _ = 15/16 = .94 � ------- TII� � DROP PERC H ------- ------- (Decimal) A. B� C B� C, D _ - Lript Na ot �HC 9m�ileat No. o! LHC Lrie:t Na ot BCD 3malle�t No. of BCD Z O.IO = Z O.lO = yar�t No. ot 1BC Larse�f. No. oi HCO �� D� g D, E. F _ - 7irteit.No. ot CDS 9m�llest Na. ot CDE Lrje�t. No. ot DSP 9malle�t Na. ot DSF Y O.IO = Y O.lO = Lr�at No. of CDS Lr�e�t No. ot D$F E� F� G F. G. H _ - Lr�ert No. ot 6FG Sm�lleh No. of SFG Lrsa�t. No. ot FGH Smalle�t No. ot FGH Z O.IO = Z 0.10 = Lr�ert No. ot SPG Lr�ert xo. ot FGH • If the top number in each aet of bozes ia lar�er thsn the bottom number thea take another readin�. If the top nnmber is equal or amaller thaa the bottom nnmber. averaae the three numbers fer the perc rate. // � t �; � PERCOLATION TEST SHEET Test hole locatloa �360 Hole No. S Date te�t hole wea prepe�red: 8/11/98 Depth o1 hole botLom: 12 inchee Mameter o[ holea 6 inches goII data trom test hoies: depth, inches aoll teztures soll colon see boria� loa Yethod of acratchina aidewall: nai19 in lathe Depth of pea �ize gia�el in bottom ot hole: z inches Dale md hour of initial wster tillinL:B/11 9:OOam DeptL of iaitial water Cillin�: 12" �bove Lole bottom Yethod used to maintain 12" of wster depth in hole for 4 honrs: n� Percolatton teot done by: I.. Eilestad Percolation tert st�rted at B:OIsm 8/12 (a.m. / p.m.) Yazimum wates de�th ebo�e hole bottom durit� tesk 8 iwch�a lIA7'LR 11ATEK PERC RATS ?!1(E ��' �A� ��p D�p C�LCCUL►TION conversiona (1[IIIUTES) DBPTH (�ction) (decimal) 6:01 y�� 8 _ 1� - 1.5 = 6.8 1�16 = .05 a•ii io -- --e J�-- --1 12-- --1�--- � n ROmai Psxc A • --- — (- _ > - i/e = .i3 - _ _ -- -- - -- --- - 8:21 REFIL[. 8 _ � DBOP PSRC B 3�18 = .19 A:31 ___10___ _g�z-- --1 �2-- -- 1.5 _- (Decimal) 1/4 = .25 6:42 BEPIIL -8--- Ttl[E �ROP PBRC C b�ld = .SL a:52 ---10--- - 8 1�z-- - 1 l�z-- -- 1.ST-- (Decimal) s/a = .aa R�L ------- 'lIYS DROP PSRC D 7�18 = .44 ------- ------- ------- ------- (Decimal) 1/2 = .5 — - 0/18 = .68 -�� ------- TII[E � DROP PBRC E --- ------- ------- ------- (Decimal) B/8 = .89 REFII.L = = 11/16 = .69 ------� Tp[E � DAOP PEBC F ------- ------- ------- ------- (Decimal) 3/4 = .75 _ _ 19/18 = .81 _� ------- TIItE � DROP PSRC G --- ------- ------- ------- (Decimal) 7/e = .88 = = 15/16 = .94 -R�� ------- TI1� � DAOP PSBC H ------- ------- ------- (Decimal} A, B, C H, C, D Lar�h No. of AHC S�nalle�t No. of 1BC Lr�art No. of HCD Sm�lle�t No. of BCD z 0.10 = z 0.10 = Lrr;e�t No. ot� I�r�art No• ot BCD C� D. E D. B. F Iarseat No. of CDE 3malleat No. o[ CD$ Lr4est No. of DEP Smslleat No. ot DEP z 0.10 = z 0.10 = i,errest No. ot CDS iar�est No- ot DBP g� g� G F, G, H Lr�ed No_ of HlG Smalled No. of IIKi Iirjest No. of 1rGH 9malle�t No. ad YGH Z O.SO = Y O.IO = Laraeet No. of SFG Iaraeet No. of FGH • If t6e top nnmbcr ia each aet ot bozes fs lerfer than tDe bottom nnmber then take another readin�. If the top number la equsl or snnaller than the bottom number, avera�e the three number� for the perc rate. �� t i _ J PERCOLATION TEST SHEET Teat hole location 98350 Hole No. 7 Date teat hole was prepared: 8/il/98 Depth of hole bottom: 12 ��s Dismeter of holes 8 inchea Soll data from teat holes: depth, inchea soil teztures aoII colors eee borin( lot Yethod o[ scretchins sidevalls na�1s � lethe Depth ot pea siae sravel in bottom of hole: z iacLea 8 11 9:OOam De th of initiel wnter lillin�: 12" above hole bottom Date nnd hour of initiel water fill�nw: / P retlll — Yethod nsed to mdataia 12" of weter depth in hole for Percolation test atarted at 8•03am 8/12 (:•m- / P•m-) Percolation test doae by: L. Etleatad yu�mum water depth above hole DotWm durint teet,: 8 iaches �ATER wATER PERC ItATE QdTERVAL AAT� DROP DxOp CAI.C[TLATION conversions T� (YINUTFS) DB� (lractioa) (decimal) 6:03 START ---8 -- 10 — l.b - 6.6 l�lg - .05 TI1[E DROP PTsRC A 6:13 ---10--- - 8 �2-- --1 �2-- -- 1.5 -- �Decimal) 1/8 = .13 8:23 REFiil. ---8--- 10 - 1.5 - 8.6 g�lg = .19 I • TIIIE DROP PBRC B 8:33 ---10--- -g�z-- --1��-- --1=5-- �Decimal) 1/4 = .26 8:'�4 REFiIL ---8 -- '1I1[I; DROP PSItC C 5/18 = .31 8:54 __ 10--- - 8 1�2-- --1 1�=L-- -_ 1.5--- (Decimal) 3�8 = .38 �' ------- TD[E DROP PERC D 7�18 = .44 ------- ------- ------- ------- (Decimal) 1/2 = .5 _ = 9/16 = .58 R�j' ------- Tn(g � DBOP PSRC E ------- ------- ------- ------- (Decimal) 5/8 = .83 _ - 11/18 = .89 REFII.L ------- T�g � DROP PBRC F' g�q = .75 ------- ------- ------- �Decimal) 13/18 = .81 R��' ------- TD[E DROP PSEC G --- ------- ------- ___---- (Decimal) 7/8 = .B8 _ = 15/19 = .94 �'r' ------- TI1[E � DROP PSRC H ------- ------- (Decimal) s, s, c H, C, D _ _ Iartaet No. cf ABC S�altert No. of ABC IerQeet No. o} HCD Smslleet No. of BCD z 0.10 = z 0.10 = Lar=er! No. ot IBC LrQed Na of BCD D, E, F C, D, B _ _ Lsr No. o! DSP S�allest No. of D&F Lar{set No. of CDF 3ma11ee! No. oi CDE �� z 0.10 = Z 0.10 = ��, No. of DSF Iarsert No, of CDB F, G, H E, F, G _ _ Iar No. of FGH Smsllest No. of FGH Lr�est No. of EFG SmrRest No. o[ SFG �t x �.1� _ Z 0.10 = ��, No. of TGH Lar�eet. No. af EYG s If the top number in each set ot bozee ii Iar(er thaa the bottom aumber then telce another readina. Ll �e �p n��r � eq� or �mauer than the bottom number. average the three number� tor the pe:c rat�. � ; � . /, / PERCOLATION TEST SHEET Test hole Locetion 98350 Hole No. 8 Date tiest hole was prepued: 8/IL/98 Depth of hole bottom: 12 inchea Diameter of holes 8 inchea Sail data trom test holes: depth, inches �oil teztures soil coIots xe borint lo= Yethod of ecntchins sidewall: nails in lathe Depth of pea size �ravel in bottom of hole: Z inchea Date and hour of initial water tillin�:8fil 9:OOam Depth of initial water filli�n�: 12' abo�e hole bottom llethod ased to maintain 12' of water depth fn hola for 4 Lours: ref111 PercoLtion test done by: L Slleatad PercoLtion test started at 5:58am 8/12 (im. / p.an.) 1[azimum water depth above hole Dottom durini test: 8 iaches INTERVdL wATEFi wATER 1►ATF.R PERC RATE Tlyg DROP DAOP CALCULATION conversions ��I�UT$S) DEPTH (fraction) (decimal) 5:58 g�pgT 8 10 — 1.75 = 5.7 6:06 _l0--- - 8 f4-- - 1 3f4-- -- 1.75 -- TD[S DROP pERC A 1/16 = .05 -- - -- -- --- (Decimal) 1/8 = .13 6:16 [�p�, 8 lp _ t.75 = 5.7 g;2g 10 6 1/4__ _ 1 3/4__ 1.75 T� DR()P PfiRC B 3/18 = .19 ------- --- - ------- (Decimal) 1/4 = .26 8:37 ggplj�, 8 10 — 1.75 = 5.9 5/16 = .31 6:47 ---1�--- - 8 f4-- - 1 f4-- -- 1.75 __ TI1tH � DROP PERC C - -- -- --- (Decimal) 3/8 = .38 ��' ------- - - 7/18 = .44 TII� DROP PERC D ------- ------- ------- ------- (Decimal) 1/2 = .5 RSFIIL _ — = 9/16 = .68 ------ TIMB DROP PERC E ------- ------- ------- ------- (Decimal) 5/8 = .83 R$FIIL _ — - 11/18 = .89 ----- - _______ Ttl[S DROP PERC F ------- ------- ------- (Decimal) 3/4 = .95 REFIIy — = 19/16 = .81 ------- ------- Tlllg DROP PERC �'* 7/e = .88 ------- ------- ------- (Decimal) ��L ------- TIYB DROP PgRC H 15/18 = .94 ------- ------- ------- ------- (Decimal) A, B, C B, C, D Lar�eet No. ci ABC �llert Yo. ot AHC I�ar`est No. ef BCD Smellest No_ ot BCD Z O.1Q = Z 0.10 = Lrh�t No. ot aBC Lrgwt No. of BC11 C, D, E D, E, F Lrgesk No. o[ CDE Sm�lleat No. ot CDS Lar`eet No. ot DSF �nalleet No. ot DEF z �.1� = Z �.IQ = Lar�est No. ot CDE Iarjest No. of DSl E, F, G F, G, H Iar`eat No. ot �+G 9m�lleet No, ot SPG Lrtest No. o[ FGH Smallest No. of PGH Z 0.10 = % 0.10 = [ar�est No. ot S!G Iwr`ert No. o! FGH • It the top aumber in each set o( bozes is larYer than the bottom aumber thea take another readin�. I[ the top nnmber b equ�l or smaller than the bottom number. ��ers�e the three numben tor the perc rate. /� . ► , r PERCOLATION TEST SHEET Teat hole lxaf.ion 98350 Hole No. 9 Date t,eat hole wa� prepared: 8/11/98 Popt� ot k�ole botto�: 12 incl�ee �ir.pseter oi �olea 8 insAos Soil data [rom teat holes: depth, inehes eoil tezturea soil colora see borin� log Yethod of scratchin� sidewall: nails in lathe Depth of pea size �ravel in bottom of hole: 2 inehes Date and hour of initial water filling:8/li 9:OOam Depth of lnitial watrs filling: 12` above hole bottom Yethod used to maintaia 12" of water depth in hole for 4 hours: refill Percolation teat done by: L IIlestad Percolatlon test started at 6:54am B/12 (a,m. / p.m.) 1[�zimnm water depth above hole bottom durins teat: B incha 1fATEEt 1fATER T� IIQTERVAL 1►ATER DBOP DROP PSRC RATS �2QNU1'ES� D�T� (fraction) (decimal) ��TION eonvereione 5:� ��T 8 10 — 1.25 = 8 1/18 = .05 6:04 ---1�--- - 8 �4-- --1 �q-- - 1.25 Ttl[E � D&OP PSRC t�l 8:14 RgpII,�, --e - ------ (Decimal) 1/8 = .13 10 — 1.25 = 8 3/16 = .19 8:24 ---10--- - 6 f 4-- --1 f 4-- - 1.26 Tlll[L � DI20P PSRC B -- - ------ (Decimal) 1/4 = .25 8:35 Rgg1LI, 8 10 — 1.25 = 8 g�1H = .31 6:46 10 6 3/4__ _ 1 1/4__ _ 1.25 TI1� DROP PBRC C ------- --- - ------ Decimal) S/8 = .38 RBFII.L ------- TIl[B DBOP PBRC D 7/16 = .44 ------- ------- ------- ------- {Decimal) 1/2 = .5 RSFIId' ------- - 9/18 = .b8 TII� DEOP PSRC E ------- ------- ------- ------- (Decimal) 5/8 = .H3 xgraa' ------- - ii/ia = .ea ------- TIYE DROP PSRC F ------- ------- '------ (Decimal) 3 4 = .75 �� ---____ _ - 13/18 = .B1 TD� � DROP PHRC G ------- ------- ------- (ne��) 7/B ------- _ .ea � ------- - 15/18 = .94 ------- ------- TII�[E DROP pBRC H ------- ------- Decimal) �, B. C B, C. D Lar�eet No. oi ABC S�elleet No. ot ABC Ler�eat 2fa. 01 BCD Smallest Po. ot HCD a 0.10 = a 0.10 = Lr=ert No. ot IBC Lr�mt xo. or HCD C. D, E D, B. F Iar�eet No. of CDS 9melleet No. of CDB Ler�ee! No. of DBP 9mallee! No. of DEF Z 0.10 = Z 0.10 = Lar�eat No. of CDB Lar�eat No. of DHP E, F, G F, G, A L..Y..t No. ur ERc sm.ue.c xo. cr ffi+c Lr�e.c xu. or e�ca sm.u..c xc. er r+ca z 0.10 = Z 0.10 = I.�r�eet No. ot&FG LaYeet No, of FGH ' If the top aumber in each eet ot bozea is lar�er than tbe bottom number thea teke another readin�. If the top number is equal or emaller than t,he bottom number, aversse the three aumbere for the perc rate. � �.y i �t � '' 1 Q �� V �� Z � '� $�� j �j� Z � � � � i QW Z � � o�� /, � �h � , f t� z � 3 �8� - ' � % Og o /�-� a��..a _ , - _� , � }^' V C J (p� - / � / � �' � �.� u} n-0�J"� -� . � w L1J � �J y U Cn / n' � CL .1 E,�, �z / - � / �' � /; LL. � �� 4 p � � O U .�"Qcl- "� ` � �• % � � 7 ' � �v,Lit .� %/ (/J 7= ' s�,,r E� �_ / � � � rn `-. n @ � /,, ' /,, � � i `� ' ' � ' ., '�- . � % � ' � E,,, �� a�-� � � � ' � u: ;4 �,��n- � j '� � ` ,�� ' � , /, � � �.�� c:_ ; ��- \ c A � J � 1 �� L �C � �� U/ �-] f n_ }_. c Q c I- ' , /! ; J i r � '�/ 4 W� Q K "� � � mL�.1 % �� \ \--� t�-��j � ( J'\ / ( / ( , _ Z �� ❑ ��X \� .\\� i' ,- �. a .� � / � ; � ; � - __ �" . � � � � � � \ � \ j, �r °, - � � °� , � ' - - -� � - � �, , , �` - �� ^ -� \ ' i, -` _ __ ,' � � � �� , _ � �' I .:: , r-- __ ' � I - J 7 � I �: -_-_' i , II � M � �� ' i �r n W^1` / , ` \`\ v)\\I � ' '' ' . �' S� �� 1< \ \' �.� � . y / .� ~ i� � \ � �� 1 � / / � c C ' --�-�? � �� ; � I i i i � `� � X \ �, � 1�� i � �j '`� C�, �•\�j � �� I i'�' �'. j 1,� p � � i `O� v ` �Z` ��;^v �"' ��' ' � �p i � � � 1 ,\ � + '�� ! � I i 1 ;� � �f e l� 1� �� ; �� ti � � � � ' , i i ; � � •� o' � /� � ':.• ; I i i ' � �t Ol .� / lV ''i/ Q � I ( �f f j� � � \ � ,_�� 'I � j l :� � � i � � • ,\ � ,� � � � � � � i i i j� 4 a l u ��'� � - ;�� j � ------_, i a�s �� °' �� s '� ; � �' i a�& -- , i n r''� � � � R� - - �� 8 � �� , � � � �_%/ snouicun�iq�o a6pa � � '� , ' � , �� 4� / i �/� �� _ _ �c / � •� h�ya \ ��'+�� ,_"''j i `_ -_ __�-�� $` �6 �=� , ✓- " {rd� .� �� --� 9�s6,6 , - �,' � y .5��° c � � � / �� /• p , � _ - q , ,----ti-�- -1-�-: r 1"�-v-1 i��-�. �' ` ��\ �/ 4'� `-_( �� a,�;u��o�y '� C � ��..{ � M \l:_/ �__�'-�__i��._�'��,J�..r�.�' pf �� i .� � ' � . __ �� U� ^ • �1 � ! • \ �� \ ,�/��-/�'�1. d�, �o� �' ¢� �; Q` � � � � ,, �, � � � � \\ / - �_. �- "_"__ ,�1 l � ,1, / /-_- � "f //i � � � , � ��c� � kk / �� "� � g °�� ,�b�"� '� „!� �� `t i � % ,�q6 / ,' -, o,�` a�, ,%" � �l,, , ��`� !�� `/��' '� �' a�Q'�� ,��o h � � ,��: /� �'� �' �i p'� � � , m/�/� �� °'� � � o � �ea� `�� 4P � � ,,. � � � � � a� �� %� �� o Qi� �� t� �33 ��,�y�,�� ea �� /� � t;� h � / � �( 6 �T � y � r�_ ` � � � � �� `� � �� ,� /� ,,�: ' � ��` - _ 932 � � � � �� j j r� i l ; � _ � i � / r � i � � �� . , ' . • / � ` I� ! o�F �� , 4 �� ;:: /� � , � � � � Q � s:� ; � , � y� / � � / �� - I � �� \ � �� __ -� � � �� , �� 1 ; � i � —� —= �� ,� � ,i - '� �' � I / � � , , �, � '� ; � ; � � �, � � � , , � , , � � c \ � � � i'� ` i 3 0 �,, `z� �\ , ' r. v �OL7 \o � � O � E � i i � � � � ' � � o ,� _ ; � � 1 � � � �� , . � � � � �� :�� , , , � o � c� o i� � �i � w � � � o ;1 1 � <<� � ' a , '� �. �` . ' � ' i �' I �, o ', �� \� `�, � \\ j I � _ '__ __\ 1 \ � ' ___ � -- --- — �- � � . � �� ; � ' � �� '� � � � � , � ---. — � \ , � `� -� , _ � � � �' � � �� ,^� ,'� � � � �` 1 � ; / !?�• � � � � � ; � � ` � `\ � : � � ; , j ` � ; � fi� M r ' ". _� • s,� , Letter of Transmittal NAME Olson Residence • PROJECT S�98001 DATE 11/05/98 . � � 510 First Avenue North, Suite 650, Minneapolis, MN 55403 TO: City of Oron 2750 Kelly Parkway � 1�9� Oron, MN 55356 Attn: Lyle Olman �' Planning and Development WE ARE SENDING YOU VI/U.S. Mail THE FOLLOWING ITEMS: COPIE DATE SHEET NO. DESCRIPTION 1 28-Oct-98 Utility Plan THESE ARE TRANSMITTED: � As Requested � For Approval � For Your Use � For Review and Comment ❑ Approved as noted � Returned for Corrections REl�i�RKS Lyle- Attached is the Utility Plan for the Olson Residence in Orono, MN. Please call me if you have any questions at (612) 252-9070. Thank you, Christine COPY TO: File Christine R. Moss \ ' ►7'P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 , ,,..,-- July 20 , 1995 i._i, � �, Fullerton Property 3400 Fox Street Main & Caretaker House Orono, Henn. Co. , MN This On-Site Sewage Treatment System is Designed for a Type l , six bedroom home & a two bedroom caretaker House in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . The soils on this site are a clay loam. A seasonally high water table was located at 14" to 28" , (mottled soil ) . Due to the seasonally high water table, a Pressurized Mound System will need to be installed. The bottom of the rock bed must be located at least 3 ' above the seasonally high water table . Both the �Main House & Caretakers House have Non-Conforming Systems due to not meeting the 3 ' seperation from the water table . The Caretakers house is located in a low area close to Lake Minnetonka and will need a sewage pump to lift the sewage to the 1st septic tank at the Main House. All existing tanks will need to be abandoned due to being too old & undersized . Two 1500 gallon minimum are needed. The existing tanks must be pumped and filled with soil . The soils at a depth of 12" have a percolation rate averaging 5 . 9 min/inch. A pumping chamber will need to be installed to lift the effluent to the treatment area. The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. CONT' D � + Fullerton Property 3400 Fox Street Main & Caretaker House Orono ( 2) The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure . A warning device must be installed with a light and sound device, this is in case of a pump failure. Al1 neighboring wells are located greater than 100 ' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance , this system should have no problem in treating septic effluent effectively. Nothing other than gray water (laundry, showers , etc. ) human waste & toilet tissue should be disposed into the septic tanks . Garbage disposals are not recommended. Excessive amounts of soaps , cleaning agents & chlorine agents may kill the bacteria needed to treat septic effluent . Additives are not recommended. Recommend to pump & clean your tank through the manhole by a certified pumper every year if you have 1 tank and every 2 years if you have two tanks . _._-� � - C� � ' . �� . -�i✓� --- S ven B. Schirmers SBS/ds �� _ � � — i�✓ � i - � � / � /'/� �� i ; ��`.'`J `�39? L/7`\�- I x x�-�%.� I �� -')-�S � i �� .3 1=�-rv��l.L N"�A�!�f '�Qv1��'!a'� o�F�- � i � c."� '"6~�- ' P�cvPoS� v osr �C 4�vPo�� -�Y-��w��' �cs�s � �T � Pi.1rn4�✓v '6��- �A'��'�- G0�'.�-✓CR+-�liTlO� � � a K/ GN��i. 1 -1%5�� I 5386 �/ /�� I' � ' / � �'ii 3 x a y�i � / 4QvF�os�T� 'li �p °, �� / -- �/a L. ,r��A�1 5� v i �, \ ;'\YSL-�T�' . A X / - � ,. , ��,�s,� � � U� 9� \ �C>�.,�� , , �- �,� X �y�,G �, � . . . � ,— ., , . i � �� -� c�� :> � _ � . � i� � � y L, ` � �.o�tST ; � ' y 'U �...�. . .�s�- fi-�- ,// � cx�nn.K- ' _ v��sF,��-C��r� EAK*�Rx E� � \ � ��y,�_ s R�anl. � �\ < TA�✓k �0�, a4�7.o � �la�.q � �t�.-tiiAb \ �- _1as,��-sY(FoR rcuSt ( � \ *� X O� 5�(�t8m� <��-� - . d� j I� ,y.. � � b �� . 5ti.3 `�� '� �-o'�''✓j• `+ �'o, „� bi+'1: �A-�� a.�.'� Q � �,�r,,�, x � � `�43 3 �`�'i � \ �� „e�4� _r�� /9�0��€ ,�s�avo-*_ �—'� —�I S L-A-1F� 1�1»-1Y-a�v'�DN�Ar � °lY�./ /� � \ L / \ X �� -�.. W�Cz S!�'�� v�<t4�� \ �R��'�k.A� � � � ` X 9 ,{ , �/ X9419 �7 F 9yy3 Z"94� � EKt5T1ti� � c �..t' � 1 f1= �ed t \ H�St ,s,�rc��,�on Tes.s Scole= 9y,'�.o �1��1 �va.a , , XSoil Borirx�js �� o,�,� �Bc�cF; Mork ��0��-- ``�x „��'�".=�`�� yRk,tt c�'s- Note= This ., stem �s to be constructed to meet TF�m��^ � ._.:� x ry �'�- `�'�'c"y�9,�y� �`�S� ��'9�G the h`:r.nesola Po�fu!io� Con!rd AyenCy >( • 54�11 � Chaptzr 7080 & •Local Ordinanc ��o � i N�o�+,�..�.. � � Ch ck all underground �tilities ags� \ � T° L,�� P�PGRTY GF:'FUL.tr�tv�-1 P¢�__ i E SkORE ��j O� 'Fc�5C `..rTYr'�-T - - 'Ro o E o ER ��.v yap' + (��U t�1 r-� I��:s; Ct� . - � 5—P TEST/NG/yC. Lti^s��,n�� er: !`/�,.� �. 7c� � _ Cc'e�2/1B/� ��i.6t2-497-3566 ' � ----------------- ----- --- --------___.,...�__,__,.._._.r�_. ' - la-c� - � _ "_ i � � , -- �� /o�x toc 1zr��c L�''G — — �– — � � � �° - , a�,\` _, � -(oP o _SR►So i - (. � �•� F��-�-� 3.S /.o S�4�µ�v 3.0 �s , .- � 1�vA� �/�� _ SET- BACKS �--' ' o' ' r ' HOUSE System must be� Tank �� from property lines x- ��'�� 5�� w��—. w. ;1 � � from wells au from b!dgs. � -r'�,;,; Treatment area ��from lakes , = streams Treatment area �O� from property lines NOTE� Power supply ond switches must be located in a MA-NI�D�.ES y+:�n �T" ��from weiis weather proof encbsure outside the pumping chamber and manhole � f� [i�ceFr« ao 'from bldgs. ;� � �o ' from trees � � SOIL BORING ELEVATIONS i i �min. ' THAI EL.-�ya•� �a"c� - � .3 �"dia.su I � TH. 2 El..-`�.�_y Tank � ' _ a�o '- 9rode�% Tank PRESSURE DISTRIBUTION MOUND SYSTEM TH."3 EL.-2�5� Drop to Tank TH~4 EL:,�.1�..3 Min. I"to 8� �-Pumping TN`5 EL.-�L•_3 Max.l��to4� � ��P '�'�R��S �N�A��oc�J Chamber EI.EVA710N ot PROPOSED PUMPING CHAMBER-'�_�_''� ,�"`"''p-aaS.o 4�to6��dia.pipe -��s-t�uU 'C�`�s -A��i-+vo� �� - u�o,�v�� R-� �S� -�x�� - q�S.b SYSTEM DESIGN -MOUND 4"�L� �I ��1'"' ��p °� � �y��y k,�o��c A-t a.>o �CR�1�--`�'�S.c7 TYPE-� `d BEDROOM Ave�a rcolotion rote 5-� min./inch (des 83s fttreatment orea I ofdai sewa flow) '(04 �� " _ qy�,� , — ► 9e Pe �• 4• P�9�• �Y 9e . aoo yol./doy x.83sq.ft�gal.3�b�_sq.ff.of heotment orea +10% = — sq.ft. (.= IOft.width=LQ.Q ft.length of bed area+side slope run '-�to I x�heigh�= �_ft.xL3_ft,lavm•orea needed) Clean rock needed- 3�_sq.ft.treatment area x�depth�f rock=121.�cu.ft=27=�cu.yds(3/4��to 21/��dia. ,indudes 2��of rock above pipe) a.�� SA t-��51 oEP�C� �) `�� -�-W�-�� Cleon sond fill below rock needed�.a�2..cu.yds. opprox. , sandy loom bock fill�._a.yds.approx., topsoil 6��s2_cu.yd. ' , , (�E�e-�t��_-Co ftoa_ao�o �Co�fce5o��EoE-_1f4Z�-�L-a¢- s�ov� �ts c��to) i Number of tanks required �-, ist tank �� gol. , 2ndionkL,��gal.minm�ms PWs P�-1mP��u �-1��m�E�R- . . I Pumping chamber copacity- 25% of daily sewage flow of a�� gal.=�.�gal.+reserve storage of 15 0c�],/Bl� a�o gol.+pipe bock drn'�noge- PROPERTY OF� 9a M PP�Y P P , , 9 9 �� Pe, � 9� o O of�� I./IOOlin.ft.of3 dia. su i e lin.ft.needed �� ` tZ ol.+ monifold 1`� ol./IOOlinftof a dia.pi I�.ftneeded2 �- I. I total capacity needed_1,4:l3gal.(plus areaforpump) uSE. rn�,n. �_9al.caP_ � � o�rao r�i�- I�a�• Cu, � _ Distribution pipe �1��dia. ,��` lin.ft.� ��dia. perforations��apart �� L��-Y� �-�o�s� ��2�_��--5� �n�Q�--��N�. � Pump size ��hp. (pumpable copacity�`i�gal. 4cycles/day) U s�� a� � H�iao P��bs _ o�_ �Sc�!R�U'� SS ao+►�, S-P/�,�T-EST/NG �C. � - Note � When construcling bed � , this oreo shou�d be shoped Note� Distance from treatment �orea to neighboring wells— Oesigned 6y� j�`_ �� "L"" ` to divert run-off from entering treatment area. ��-"� 'Z.l�� l D C. ' , . . ___ Dote ��/1�/��', PH. 612-497-356f , MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. �.OW Estimated Seaage Flow in Gailons per DaY(gpd) Estimated oo gpd � N�anber or measured - X I.J� _ ^ �C�. B�°�� I �'P�II Type II[ 'Iype IV 2 300 225 180 6oat 3 450 300 218 °� B. SEPTTC TANK LIQUID VOLUMES 4 �ao 3�s zs� .� �- � �c o gallons 6 9 o sa50s s�z o� � iaso 60o s�o �,,m,. 8 1200 675 408 C. SOIIS (refer to site evaluation) � � u5� �a�� '� N�� „� �� 1. Depth to restricting layer= 2,a-to a� inches B�� , 2. Depth of percolation tests = 1 a " inches `"�'"' `"�'' 3. Perrnlation rate 5. � mpi 23 a`;` ,'o�o°o ;;s o s«b i.soo z.zso 4. Land slope S % ,a s z000 3.000 ovc 9 See 6g.C-6 (z 1S) D. ROCK LAYER DIlviINSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = )�,00 . gpd x 0.83 sq. ft./gpd =��sq. ft. 2. Select width of rock layer (10 feet or less) _ /C ft. 3. Length of rock layer = azea=width = Rock Bed 15 �O sq. ft.i 1Q-ft. _ /oc� ft. �.,•tiN.ti•ti•ti•ti•ti•5�.ti.ti•ti•L•ti•,.ti t•t.f•I•!•J•t•1•r t•r•t•1•t•J•1• 1.ti•ti•ti•ti•L•ti.ti•ti•ti•tiK.tiK.\•ti.t L C 1rti:ti:ti:ti�tif�ftirti:yrti:tirtirtiry�ti�ti ldtll �10!t. ;fti�tiftiftirti�tirti�1�tirti�tirtir�ftirtif� •t•f'l•f•t•f•t•J.l•J•t.!•f.r•1•1• __ E. ROCK VOLUME �- �'g�' -� 1. Multiply rock area by rock depth to get cubic feet of rock; � q��sq. ft. x ,�ft. _�� cu. ft. 2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards; ��cu.ft. 127= 3�� cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; ,�cu. yd. x 1.4 ton/cu. yd. _� tons. F. ADSORPTTON WIDTH L`'�`� �� '"� n� a,w�a�,s�, Table 1. Percolation rate in top 12 inches of soil is 5.� mpi P��,ti�,�,� ��. R.�d �y;,,�,t�,p�;�, SoilTexture �q,�',� �`,"m (mpil ree .b.ervem dd� 2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand l�o l.00 d/ft� 0.1 to� Sand 1.20 1.00 , y� � 0.1 to� Fine Sand" �•� Z•� 6 to 15 ndy Loam 0.79 1 S2 3. Calculate adso tion width ratio b dividin rock la er 16 co so �.oam o.60 2.00 � }' $ 5' 31 to 45 Silt Loam OSO 2.40 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to bo ciay t_,oam o.4s 2.6� 61 t0120 Clay 024 5.00 1.20 gPd/ft2�- •_�gPd/ft2 = a"c�!�. Slower than 120 Cla -- - "Soil}uving 509G or ma�e of Eux or vcy fine und 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; a.� x�ft = ��.� ft � G. DOWNSLOPE DII�WIDTH 1. If landslope is 3% or more,subtract rock layer width from �`�� adsorption width to obtain minimum downslope dike toe �L•rl ft-�t� ft =�''�feet 2. Calculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation �_feet b. Multiply rock layer width by landslope � teo�'co�.� to determine drop in elevadon; : f o o t R o e a Slope Difference s•v'�""`" i••` ' Ip X %y 100 =_� feet SIoD• DlYisrenee _,..� et _1__� � UDslope WIdtD c. Add depth of clean sand for separation (2a) 1-�feet Rock 8eC WfGtA at upslope edge, depth of rock layer (1 foot) to depth of �leet DownsloDe WfOt� cover (1 foot) to find the mound height at the upslope edge �1e°` of rock layer; Lc�ft + lft+ lft= 3,O feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3.�� e. Multiply dike multiplier by upslope mound height to find upslope dike width: ?.o x �3'��, =1�_ feet f. Add depth of clean sand for slope difference (2b) at downslope edge, to the mound height at the upslope edge of rock layer (2c) to find the downslope height; 3,o ft+ ..� ft= 3.� feet �� g. Enter table with landslope and downslope dike ratio. ` � Select dike multiplier of S• o h. Multiply dike multiplier by downslope mound height to get downslope dike width: S,� x 3,�. _�_feet i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; - a o(_ t� feet ' �o��oo.N;at� ' ; ; j. Total mound width is the sum of -ls�-t•�t upslope dike (G.2e) width plus rock : ap�k e.a W�a�� layer width (D.2) plus ` . �o �I�,�;`••` ' e � ucs p� ,i.tn uos��e�e1n downslope dike width(G.2i); 3 ��L 0 _Lft+ /o ft + �_ft = _� feet � , � DOwn510De N10t11 ' �. �' �' k. Total mound length is the sum of ', ; � fee� '< �_ . __; :. ! _; ; upslope dike width (G.2e) plus rock layer length (D.3) plus upslope dike width (G.2e); �ft + /p0 ft +�_ft = ao feet � 4! f loc� fi 1K )3� l3<. 7otetLanptn own ope ps ope 3:1 l•1 5:1 6:1 7:1 3:7 4:1 5:1 &1 7:7 8:7 L�bpe 0 3A l0 SA GO 7.0 3.0 1.0 5.0 60 7.0 8A 1 3.09 1.17 5.7b 638 753 291 3.Si 4.76 5.66 651 7.t] 2 3.19 l35 5.56 Gffi B.1� 283 3.70 454 536 614 6.90 3 330 451 59A 732 8.86 275 357 135 S.� 5.79 6.15 " : 4 3A1 � 6.75 7.89 9.T! 268 3.15 f.17 l8� S.f6 6A6 , ,�+� 5 __3b3 .00 667 __B�__ _lOTI - --Z61__..__C�1� �.00 f.62 5.19 571 <` 6 3� - 7.1� 936 1207 254 3S! 3.&S l.41 f.93 5.�1 7 3�0 556 7.69 103� 1373 2.d8 3.12 3.7D 113 L70 5.13 8 3.% 5.66 b33 115� 15.91 242 3.Qi 357 1.n5 4.�9 �.88 9 4.11 6.25 9A9 73.0� 18.92 7�6 24t 3.15 3.90 �30 4b5 10 429 667 t0A 15.00 Z333 231 286 333 3.75 t.12 4A4 il 4Ad 7.14 il.i] 17,65 30.�3 2.26 276 3.23 3.61 3.95 41b �2 4,y➢ 7,69 IZSO 21.d3 4375 Z21 270 3.12 3.49 3.80 4.08 � F-17 �t;��'' PUMP SELECTTON PROCEDURE - EIO PERFORATION OF A PERFORATED LATERAL A. Determine pump capacity: �...�.. Gravity Distribution T,,,,,, 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of � ,,�,.N��.�.k��a� water use rate. :'`,"„s"'°""' ��""°.`��,">.�,°'`""'° �,�,.a,e.r,�, 2. Maximum suggested for delivery to a drop box of a home system is 2,700 . . �+�•��^a��»a��_�^��, Inn Wn wor 700 gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ,�,,;�,,„ ;-.,«,., ,Z•„ E,,. ia er n«�un« ... . ..._ .�Prlaotbn Lxa1M a1 Pressure Distibution ��• �"'°'^" �°'•'°' 3.a. Select number of perforated laterals 3 b. Select perforadon spacing=�_feet a+�S^u ►..�+r s�.�ri.a BM>�PIedM SoM Larr c. Subtract 2 ft from the rock layer length. �� -2 ft._�feet d. Deter�mi�e the number of spaces between perforations. Length perf.spacing=�ft.+�ft.= 3� spaces Requited Perforabon DLschazge e. 3� spaces+1 = ��perforations/lateral �,�uo�p�a,u,�ce�gpm� f. Multiply perforadons per lateral by number of laterals to �13a' ��'Se , m�R,, , get total number of perforations. �,-�; x �3 ��_��perforations. H�j �z 4 °�'�`"� g. � X�-�,_�BP�. 1.Oa .56 0.74 . SELECTE'D PUMP CAPACITY�gpm 2.�b �.8� 1.�4 B.Determine head requirements: a. Use for single family homes 1. Elevarion difference between pump and point of discharge. b.Use for all other applicadons �_feet � 2. If pumping to a pressure distribution rystem,five feet for pressure � � required at manifold if gravity�stem,zero. feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. P�Pe L«�B� Read friction loss in feet per 100 feet from table. � Poinc of Discharge F.L=��ft./100 ft of pipe `�� , b. Determine total pipe length frOm pump to diSCharge Elevadon Difference point. Add 25 percent to pipe length for fitting � -;;;, loss,or use a fitting loss chart. Equivalent pipe P length-1.25 times pipe length= a,a� x 1.25 =�.�feet F-18b c. Calculate total friCtion loss b multi 1 n 1.5 inch 2.0 inch 3.0 inch Y P Y� S �n FriaSm low pc 100 ft o(pipe friction loss in ft/100 ft by equivalent ipe length. Total friction loss= �x a 7� +100=��feet 10 0.69 0.20 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 0.38 special head requirements,and total friction loss. 16 1.63 0.48 18 2.03 0.60 20 2.47 0.73 0.11 _�+ �� +�_ 25 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 0.30 TOTAL HEAD � 40 11.07 2.64 039 �_feet 45 14.73 3.28 0.48 50 3.99 0.58 C. Pump selection 55 - 4.76__ 0.70 60 5.60 0.82 '�'��, 1. A pump must be selected to deliver at least ��gpm (Step A) with at least �� feet of total head (Step B). L-13 C�RTIC'IC11`1'IO(J tI UU627 Loc s of__Soil f3orinc�s Location or Project Fullerton Prop. , 3400 Fox St. ,Mai.n, & Caretaker House,Orono Borings made by S-P Testinq, Inc . Steve Schirmers Date 7-6-95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand X , or Power , Flight , or Bucket X Depth , Boring number 1 Depth , Boring number 2 in in feet Surface elevation 942 • � feet Surface elevation 943 . 4 0 - -�- -- 0 - ---- --- Topsoil dark brown Topsoil dark brown loam loam 1 - 1 - 0 - 1-1/2 ' 0 - 1-1/2 ' 1-1/2 ' - 1 ' 10"-MOTTLED 1 ' 0" Gray brown loam 2 Rusty olive brown 2 1-1/2 ' - 2 ' 2"-MOTTLED 2 2 clay loam Rusty 2 , 2„ _ 2_1/2 ' c� a �o°amn 3 - 1 ' 10" - 2 ' 10" 3 brown �aay 2-1/2 ' - 3 ' Rusty olive gray clay Rusty olive brown clay 2 ' 10" - 3 � g�� loam 3 ' - 3 ' 10" loam Rusty olive gray clay loam 4 Rusty olive gray 4 3 ' 10" - 4 ' 4" loam Rusty olive gray loam 5 - 3 � 8�� _ 5 � 5 - q � 4�� _ 5 � 6 - 6 - 7 - 7 - 8 - 8 - End of boring at 5 � feet. End of boring at 5 � fe�t . Standing water table : Standing water table : present at feet of depth , present at feet of depth, hours �after boring . hcurs after boring . Not present in hole X Not present in hole X Mottled soil : Mottled soil : Observed at 1 ' 10" feet of depth . Observed at 2 ' 2" feet of depth . Not present in hole Not present in hole Comments : Comments : L-13 C�RTII'iCnTIOt� t� UU627 Log:; ��f _Soil E3orinc�s � ' Lo'cation or Project Fullerton Prop. 3400 Fox St. , Main & Caretaker House,Orono Borings made by ;;-P Testinq, Inc . Steve Schirmers Date �-6-95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand X , or Power , Flight , or Bucket X Depth , Boring number 3 Depth , Boring number 4 in in feet Surface elevation 942. 6 feet Surface elevation 942 . 3 0 - �-- --- 0 - ----- -- Topsoil dark brown Topsoil dark brown loam loam 1 - 0 - 1 ' 2" 1 - 0 - 1 ' Gray brown loam Griy br1w8��loam 1 ' 2" - 1 ' 10" Brown clay loam 2 cIay loamWn 1 ' 10" - 2 ' 4"-MOTTLED 2 4" 2 1 ' 8" - 2 ' 2"-MOTTLED Rusty olive brown 3 - Rusty olive gray 3 clay loam clay loam 2 � 2�� _ 3 � 8�� 4 - 4 - 2 ' 4" - 4-1/2 ' Rusty olive brown loam Rusty olive gray loam 5 - 4-1/2 ' - 5 ' 5 - 3 � 8�s _ 5 � 6 - 6 - 7 - 7 - 8 - 8 - End of boring at 5 ' feet . End of boring at 5 ' fe�t. Standing water table : Standing water table : present at feet of depth , present at feet of depth , hours �after boring . hours after boring . Not present in hole X Not present in hole X Mottled soil : Mottled soil : Observed at 2 ' 4" feet of depth . Observed at � � �� feet of depth . Not present in hole P1ot present in hole Comments : Comments : L- 1 i C�RTIC'iCnTIOIJ ;k OU627 Log:; c�f__Soil 13orinc�s � Location or Project Fullerton Prop. 3400 Fox St. ,Main & Caretaker House , Orono F3orings made by ;;-p Testinq, Inc . Steve Schirmers _ Date 7-6-95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : 11and X , or Power , Flight , or Bucket X Depth , Boring number Depth, Boring number 6 feet Surface elevation 941 . 3 feet Surface elevation 941 . 3 0 - 0 - - - -- 0 - 4" 0 - q�� Brown clay loam 1 - Brown clay loam 1 - 4" - 1 ' 2"-MOTTLED 1 ' 2" 4" - 1 ' 8"-MOTTLED 1' 8 Rusty olive brown 2 _ 2 _ clay loam 1 � 2�� _ 2 � 4�� Rusty olive brown clay loam 3 - 3 - 1 ' 8" - 3-1/2 ' Rusty olive brown loam 4 - Rusty olive brown 4 - loam w/traces of sand S - 3-1/2 ' - 5 ' S - 2 � 4�� _ 5 � 6 - 6 - 7 - 7 - 8 - 8 - � � End of boring at 5 � feet. End of boring at 5 � feet . Standing water table : Standing water table : present at feet of depth , present at feet of depth, hours after boring . hours after boring . Not present in hole X Not present in hole X Mottled soil : Mottled soil : Observed at 1 � 8�� feet of depth. Observed at 1 � 2�� feet of depth . Not present in hole Not present in hole Comments : Comments : � CERT. tt00627 PERCOLATION TES"I' DATA SHEET �3.fll� Percol,ition test readin�s made by S—P Testing, Inc . on 7-7-95 stanin�a� 9 ' 23 p.m. � �,�„«, Test hole location 3 4 0 0 Fox St. , Hole number 2 , Date hole was prepareci �—6—9 5 Depth of hole botton, 12 inches, Diameter uf hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 12" To�soil dark brown loam Method of scratching sidewall Kni f e 2 Depth of gravel in bottom of hole inches 7-6-95 10 : 30am 12 Date and hour of initial water fillino , Depth of initial ��ater fillin� inches above hole bottom f��ethod useo to maintain at least 12 inches of�vaterdepth in hole for at least 4 hours Automatie Siphon 6 , Maximum water depth above hole bottom during tes� inches Time Percolation :ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch 9 : 10 prefill 6 9 :-23 9 : 38 " 3-3/4 4 . 0 15 min 9 : 46 10 : 01 " 3-1/2 4 . 3 " " 10 : 06 10 : 21 " 3-3/8 4 . 4 " " Percolation rate = 4 ' 2 minutes per inch. ' � � 'CERT. tt00627 PERCOLATION TES"I' DATA SHEET , S—P Testin , Inc . 7-7-95 9 : 24 ��"� Percol.ition test readin�s made b� g on startin��a� �. ` �d„«i Test hole location 3400 Fox Street , Hole number 3 , Date hole�vas prepared �-6-95 Depth of hole bottoir 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam A�[ethod of scratching sidewall Knife 2 Depth of gravel in bottom of hole inches Date and hour of initial �vater filling �-6-95 1��tR��nitial water fillin� 12 inches above hole bottom I�4ethod usea to mainta�n at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon 6 , Maximum water depth above hole bottom during tes� inches Time Percolation ':ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch 9 : 10 prefill 6 9 :.24 9 : 39 " 4-1/16 3 . 7 15 min 9 : 47 10 : 02 " 3-3/4 4 . 0 " " 10 : 05 10 : 20 " 3-1/2 4 . 3 " " Percolation rate = 4 • � minutes per inch. � � `CERT. tt00627 PERCOL�ITION 'I'EST DATA SHEET , S—P Testing, Inc. a"� P�rcolation test readin��s made b� on �—�-95 starting ac 9 : 25 �� ` �e.,�� Test hole locatio� 3400 Fox St. , Hole number 4 , Date hole �vas prepared �-6-95 Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching side�vall Knife 2 Depth of gravel in bottom of hole inches 7-6-95 10 : 30am 12 Date and hour of initial�vater filling , Depth of initial ��ater fillino inches above hole bottom Method usea�o mainta�n at least 12 inches of water depth in hole for at least 4 hours Automatie s iphon 6 , Maximum water depth above hole bottom during tese inches Time Percolation :ime interval, Measurement, Drop in water rate, Remarks minutes inches le��el, inches minutes per inch : 2 9 : 4 " 3-1 2 4 . 3 15 min 9 : 48 10 : 03 " 3-5/16 4 . 5 " " 10 : 04 10 : 19 " 3-1/4 4 . 6 " " I Percolation rate = 4 • 5 minutes per inch. • " �CERT. tt00627 PERCOLATION TEST DATA SHEET S-P Testing , Inc . 3�y Percolation test readin�s made b1' on �-�-95 startino a� 9 ' 26 p m. IJ��ltl � Test hole location 3 4 0 0 Fox St. , Hole number 5 , Date hole was prepareci �'6—9 5 Depth of hole buttom 12 inches, Diameter uf liole 6 inches Soil data from test hole: Depth, inches Soil texture 0 - 4" Topsoil dark brown loam 4" - 12" Brown clay loam A�Iethod of scratching side�vall Knife 2 Depth of gravel in bottom of hole inches Date and hour of initial �vater�llinQ �-6-9 5 l0�eptl�o�initial ��ater fillino 12 inches above hole bottom t�9ethod usea[o maintain at least 12 inches of waterdepth in hole for at least 4 hours AutomatiC siphon 6 , Maximum «�ater depth above hole bottom during tesL inches Time Percolation �:ime interval, Measurement, Drop in water rate, Remarks minutes inches le��el, inches minutes per inch Water rem inin in te t hole 9 : 26 9 : 56 6 2-9/16 11. 7 30 min 9 : 59 10 : 29 " 2-1/2 12 . 0 " " 10 : 34 11 : 04 " 2-1/2 12. 0 " " I Percolation rate = 11. 9 minutes per inch. " � � �CERT. tt00627 PERCOLATION TEST DATA SHEET , S—P Testin Inc . 7-7-95 9 : 27 ''�"'� Pcrcolacion test readin�s made b� g� on startino ae p.m. �e�,�.� ` Test hole location 3 40 0 FoX St. , Hole number 6 , Date I�ole was preparecl �—6-9 5 Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 4" Topsoil dark brown loam 4" — 12" Brown clay loam I�4ethod of scratching side�vall Knife 2 Depth of gravel in bottom of hole inches 7-6-95 10 : 30am 12 Date and hour of initial �vater filling , Depth of initial �vater fillinQ inches above hole bottom Method usea to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphon 6 , Maximum water depth above hole bottom during test inches Time Percolation �:ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch 9 : 10 prefill 6 9 : 27 9 : 57 " 5-1/8 5 .9 30 min 9 : 58 10 : 28 " 4-7/8 6 . 2 " " 10 : 35 11 : 05 " 4-3/4 6 . 3 " " I Percolation rate = 6 '1 minutes per inch. TI_Ihl—�4-1'�'�'� 12�=�=1 Ef•lEF'HLL� E�U I LDEF"-; F'.�=t1 E11�1ERALD SUILDERS INC . b21 MAR4UETTE A `�' � NUE SC7UTH FC) SHAY T � WER , SLrITE 1 � 1 0 MINNEAPQLIS , MN � ti40 ? FACSTcviILE T�ANti?y1I7'I'AL S�IEET ri�` Fkc�hi L.yle��man sr�VE cHF�SroPHER �-r�An r rtNY; L�ATE C�ity of��rOno C5/?4%99 F.'v\*JI_1MUEFZ: '!'i)TAL ti0 i-i� 1'.�tGES IT�IC:t.UDLtiG CO'vN['.; 2�9�6 l E, 3 P[-i�i;�F NU),fEF:E±: S LNDERS'S FA:Y;Vt^vIBEF: 249�}600 3,'1-90�3 F.E SLI�'PER'S PHC?fdL• NL^�SSER C7lsoii Resiciesxce 371-Q96� or 363�635 (mobi]) 3400 FuY Street � ❑ ��RGENT *FQRF.E'✓IL•ti�' *PLE,ASF CQi�1,LtENT ❑ FI_EA�E RL•PL�" C] PLEa�F, RECz'CLE t`IOTE SfCOIv4�4ENTti: L1�1e: The folloa�ing is :�revised plan ��f the con�.-r�e walk to the gue.5� hause. The c��-ner has reqtie�ted we retx�o�'e some squ:ire toot��ge of w:�k �nd add a deck. I am sendic�g an e�sting plan tr�m the a��rovecl site plans �ld a co�r of the re��sed plan ��r yni.0 reizew_ Please commerlt on these c�ra�-ings, so I c�u1 back tc, n-�r cli�nC Thar�;s, Steve (363�E;3�j (.��ti%� �� l� � u�-��5 � �� • 3�-4�j 3?1 \4.4:C�i7F-TTE 1iv, 5. P�_}SHAY TOti�EA, �iJiTE 1;11;: �fIi�INEAPOLIS, MN 554w2 _TI_IhJ-��1-1'�'�'� 1�:�t-� E�°lEF'ALL� E�I_IILL�EF°=� F'.t-��' � . 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