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Home My WebLink About1990-003311 - sewer & water PERMIT � CITY OF ORONO ��n�i� �-�P�: 1335 Brown Rd. South • P.O. Box 66 Permit Number: '�>;�:�_rt c. ��€��_�; Crystal Bay, Minnesota 55323 Date Issued: "`-j'�'=`� ` (612) 473-7357 �.=1%'Cj1 r'�ti) SITE ADDRESS: i�.t� Ei��t4��i �i� hJ _TE. �'. I . PJ. : =;�-11_:= ��—�:t`—ir,yiiy' DESCRIPTION: °�;��r��f' :E (�t�#•�i' i='�i'ri�i i� T Y�-'�� :.;�i'i T t. �;'*":�;i��`'� :�;,_�;��t� _. ��in�.�i' _�.��z�-�:: i yi='�=' iicF'L'r3=:l=j ER i`._:i I�1t.� ;��-_ --:.j;�; L•1! t L't� Lf�LITV . � :?�!� h +��f+� !�1!�?!^I t4L.. L�!!1 L•L � ,!.._'i_;«.i.!:{!�'� M J.rJ 1 J�.•4'L�!K5/ � !t? •'�If �� iles Vl i!L11 )�..r VV .%':'1+':e'}i tif(� 1t a:.c,:_��v v�v n REMARKS: -�.��.� '1 r ��`_� �,l�w, « ,,_a.�, 11�LLL1!(^••�1 Li1'711 tLJi! ••,+L?J+r! +'f!i!7 rYei 7d i'si.{ Tf.A/SVL�.� i.•V1l1 :tL�.l. !J.�'•{fl 4:'y i:f' /li} FEE SUMMARY: E��+4� �� 5�.7�,, tai� ��:�€i'C f'1+1 I�'�L ��_tc^� i��t•�1 F�e --------��, yij �F��-�� cn��. -- i �WNER• CQi��#��OF�fiF;�' �;.�_: -- r �4i:=;�.:�;i�,1 i��?1'3 i H = TT j'+•- �'z��;Fii�I i�i4�'��i�}E �lE.} %i l i i :-.�L.t_t ��.��Ll ��f�.E �' I �'e�'`i li+�l� !F"{L.� !� ��i;� �� tiC� (,F�s ' �,- - _� - - - i't-i�'�'.� �;=1�..L �'�?� �!i:��Si=, ,t_�j Y r `'^�,�it��I i _ _'_'._.' __�._.._.. ....".'___ _"_�II��". __..____r._.._"_'_.._.._"_"_.'_--_—___._____,..�_._�.._"_'_'_ __''__'__—_ .__.._ ..__ ..__ _..._. .. ... _. . . . ._. �. _ ! � [ 1 T �r.�r ,� �r!C: �ti�L.�G�I_!!;,u•� } ° �r'"' t`.�,•_'. �_ �r- ,t7=_ ,7 _ Cl.1 T'tC!'1L=L:�I t'S�'.�a!�i��_�i ?� r- r F - i'"_.�Iil.t��+��_i!V �f_� �4in.: -'�r-,:� t-�:,-> > P i-f�'�•.G �f-i� Fi�_!`•! �:°i�l:i_�3�!'! ;�;�'��;:�rW i'�� ri#'��' ti?:ii�`.�c`_; -I i�: � i , -t: • -.,-�-, ��.h�'�:�; =�-,.-.h �J- HL�.. �:�_��,�r�.. �i�� _� � r,I i�T ��F��i°j`-' ? " �°�- ;�I i r -�.. - r-�r�,r�� .�:-:f t:-.�.._. _ � i ir��_�t��_I � Ir�;�T�. . , • ,: r� .-• ,-.-t••�- - - L � _ . _.. .._. �dr-tl�it•...-..-� r.:��, ._•�t-t�L: i+'�� h'"*h,`'. r`` —' � L � �� { ' � - � r _ r�� r+ . ':_ `�j� tif{��: -� �-}1; i' i I _r �•:�.t:;t�r.�,��i E=' ,�t i f i_ 3 't�S� .i I�.�;.. . �i 7 r -� �t � — � �L�?��E t� 3�)��4�.' . ' � __ �7 � / � '. / J �j�� _ _-_ a �`•'�l'►�'�--� � __ _ _ _ '�'L.�t�.'yl__(�__ __ - APPLI�F�'. �IGNA��Nt t ISSUED BY�SIGNA I l!R�� APPLICATION FOR SEPTIC SYSTEM PERMIT CITY OF ORONO �� Box 66 (1335 So Brown Rd) � � Crystal Bay, MN 55323 *�****************t�***�**t*�**�*********�******#******�*:***�*******�*�*** General Instructions: 1. You may apply for septic system permits by mail or in person at the City offices. However, permits will not be mailed out and must be picked up in person at the City offices. 2. Permits are not valid until you receive a permit card. 3 . Work must not begin unless the permit card is available on the job site. 4. Permits will be issued only to contractors holding a City of Orono Septic System Installer' s License. 5 . All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 6. The following inspections will be required for all septic systems : a ) Pre-installation site inspection to include inspector, installer, and general contractor. b) Tank installation prior to covering. c) Drainfield trench installation prior to covering. (For mounds, inspection is required after rough-ug but prior to sand placement, and again during pressure distribution piping installation in the rock bed.) d) Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and com�ly with codes. 7. Individual holding MPCA Installer Certificate shall be present during all inspections. 24-hour notice is required for all inspections. ************#***�*�**********�***��********************��*f***�****#******* JOB SITE ADDRESS: �� /�J-L;;%U n- ��, Occupancy Type: Residential� Commercial Other — � Owner' s Name: ��C�� ,^ � � Phone: � � /�c�� Cit <�� ' ��c��c -, Mailing Address:�1/Q ��li j��_�,y. „ ��, y- � ,�-�� Zip : ��s 1 � � � Septic Contractor' s Name: e�- I s', X Bus. Phone. �- � ` Mai ling Address: �� r�: c;^ � ,rl City:,L�7%y�' ' !F'�t-- Zip: ��',�� **************** ** �* ******* ****�********#***�*** * **�****t****#**� - over - i � SSPTIC SYSTEM P$RMIT APPLICATON - PAGE 2 Permit Type & Fees (check one) New Construction, Full System $75.00. . . . . . . . . . . . . . . . . Replace Existing System (1 or more new tanks & drainfield) $50. 00. . . Partial Replacement (replace just tanks or just drainfield) $30. 00. . . $0.50 State surcharge added to above permit fees SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES DO NOT MAIL PAYMLNT WITH THIS APPLICATION ***********#*************************************************************** NOTS: plicant must initial all spaces. Fill in all appropriate blanks, che all appropriate boxes. � In�it � . I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installing the following: A. Tanks: ��Precast Concrete �Other Manufacturer Tank Capacities: 1 ) � i % gal. 2 ) /%j�i�� gal. 3 ) /��"�J �'� gal. B. Pump Station (if re red) � �� ,��r/\�� Pump make & model /E� .; �- � � � (attach pu p curve & V literature) ; system esign requires 1� jgpm at ;�� feet �`' of head. High water alarm make & model/;�/�,, _,i- .��_�,�r Outside electrical work to be completed by _installer �electrician other Inside electrical work must be completed by electrician. • C. Treatment System: Trenches: s.f. � Mound Depth of rock below pipe " Rock bed dimensions�c?'x�' Drop Boxes Sand bed dimensions �'x�' Distribution Box Pressure Dist. Pipe Diam.�" Manifold Pipe Diam. � ' D. Final Cover/Topsoil to be: borrowed from site (show location on site plan) trucked in ***************##********t#*�*******�**�***�**t*****#**�**#:�***��******� The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this app lication are comp lete,. true and correct. .� _ _ ' (- � � Signature of Applicant: �� Date: i MPCA Certification No. :�s<<� � �/� //� DAT/E_!,�� TIME CITY OF QRONO CALLED IN [�/" �_�� INSPECTIONNOTICE SCHEDULED ` �-�� . 3��-- PERMIT NO. 3 � � � COMPLETED � �� ADDRESS ��' I GS�-�C''t-%''�-�- L`�Cx, ��, OWNER ��--�E�`'`�� CONTR. TELEPHONE NO. � 7 3 � 7 � j, G FOOTING ❑ MECHANICAL RI ❑SITE WELL ~ ❑ FRAMING ❑ MECHANICALFINAL ❑WELLTESTPUMP W � ❑ INSULATION ❑ FIREPLACEMlOOD BURNER ❑ EXCAVIGRADINGIFILLING � Q ❑WALL BD. ❑WATER HOOK-UP ❑ LAKESHORFJWETLANDS Z ❑ FINAL ❑ METER SETITURN ON ❑TREE REMOVAL Q ❑ DEMO—SITE ❑ SEWER HOOK-UP ❑ SITE INSPECTION _ � ❑ DEMO—FINAL ❑ SEPTIC MAINT. ❑ PROGRESS J �Q ❑ PLUMBINGRI �SEPTICINSTALL. ❑COMPLAINT _ ❑ PLUMBING FINAL ❑ SEPTIC FINAL ❑ FOLLOW-UP J z COMMENTS: o � � W a � � O � � O � W � Q � Z W � W � � GW �WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN � CORRECT WORK&PROCEED ❑CITATION ISSUED W � ❑ CORRECT WORK,CALL FOR REINSPECTION ❑ PROJECT COMPLETE V BEFORECOVERING ❑ ISSUECERTIFICATEOFOCCUPANCY ❑CORRECT UNSAFE CONDITION WITHIN HOURS. TEMPORARY INSPECTOR WILL RETURN PERMANENT ❑ STOP ORDER POSTED.CALL INSPECTOR C� INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContra r o ite: +nspector. White Copylinspector's File Canary CopylSite Notice � DATE TIME CITY OF ORONO CALLED IN �� INSPECTION NOTICE -;--3 scHE�u�E� ,s�- �..=-`�� /,' C%� PERMIT NO. '�� I ' COMPLETED � �� %/ ADDRESS ��0 l; ;/ c�Z-c.;'7� .� OWNER �� a.,l��ti� �-f� CONTR. _J r h I�S��`� TELEPHONE NO. � � �3�� j; [� FOOTING ❑ MECHANICAL RI ❑ SITE WELL ~ ❑ FRAMING ❑ MECHANICALFINAL ❑WELLTESTPUMP W � ❑ INSULATION ❑ FIREPLACEIWOOD BURNER ❑ EXCAV/GRADING/FILLING h Q ❑ WALL BD. ❑WATER HOOK-UP ❑ LAKESHOREIWETLANDS Z C� FINAL ❑ METER SET(TURN ON ❑TREE REMOVAL Q C 1 DEMO—SITE ❑ SEWER HOOK-UP ❑ SITE INSPECTION Z � �rl DEMO—FINAL �SEPTIC MAINT. ❑ PROGRESS v � C PLUMBING RI �EPTIC INSTALL. �J COMPLAINT Z [� PLUMBING FINAL �SEPTIC FINAL ❑ FOLLOW-UP J � z COMMENTS: --�� o — � j . �Q � � - � � � . o � � a � 0 � w � Q � z W � W � � d �WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN W � i_ CORRECT WORK R PROCEED C CITATION ISSUED W O l= CORRECT WORK,CALL FOR REINSPECTION ❑ PROJECT COMPLETE � BEFORE COVERING ❑ ISSUE CERTIFICATE OF OCCUPANCY [1 CORRECT UNSAFE CONDITION WITHIN HOURS. TEMPORARY INSPECTOR WILL RETURN PERMANENT f'STOP ORDER POSTED.CALL INSPECTOR �' INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance.473-7357 OwnerlContractor site: Inspector. - White Copyllnspector's File Canary CopylSite Notice DATE ��., TIME CITY OF ORONO G CALLED IN ��'�`�U INSPECTION NOTICE , � SCHEDULED ic� --�s�—�c%' /'b � �6?: PERMIT NO. ? COMPLETED h n ADDRESS � /?y� .�y"�Lc�v� /�C� /��- �— OWNER � �'��- ��-i-`�'� CONTR. �G%�lvt:�Cr�� TELEPHONE NO. j; ❑ FOOTING ❑ MECHANICAL RI u SITE WELL ~ ❑ FRAMING � MECHANICAL FINAL ❑WELLTEST PUMP W � ❑ INSULATION ❑ FIREPLACE/WOOD BURNER ❑ EXCAV/GRADING/FILLING � O ❑WALL BD. ❑WATER HOOK-UP ❑ LAKESHOREMIETLANDS Z � FINAL ❑ METER SET/TURN ON ❑TREE REMOVAL Q C DEMO—SITE ❑ SEWER HOOK-UP ❑ SITE INSPECTION _ � ❑ DEMO—FINAL ❑ SEPTIC MAINT. ❑ PROGRESS J W ❑ PLUMBING RI �SEPTIC INSTALL. ❑COMPLAINT _ ❑ PLUMBING FINAL ❑SEPTIC FINAL ❑ FOLLOW-UP v � COMMENTS: o � � v, E G vl � W a � J O � � O � W � Q � Z W � W � j d�WORK SATISFACTORY:PROCEED Ci PHOTO TAKEN W � ! CORRECT WORK R PROCEED ❑ CITATION ISSUED � f: CORRECT WORK,CALL FOR REINSPECTION C PROJECT COMPLETE 0 BEFORECOVERING ❑ ISSUECERTIFICATEOFOCCUPANCY ��1 CORRECT UNSAFE CONDITION WITHIN HOURS. TEMPORARY INSPECTOR WILL RETURN PERMANENT ' �; STOP ORDER POSTED.CALL INSPECTOR Cl INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor o site: Inspector. . White Copyllnspector's File Canary CopylSite Notice � DATE TIME CITY OF ORONO � � CALLED IN d "� %�� '� INSPECTION NOTICE SCHEDULED j��d �'• �-v PERMIT NO. �/ COMPLETED v �� ADDRESS C' � OWNER �� CONTR. �� - TELEPHONE iVO. � 7 � � j� C FOOTING ❑ MECHANICALRI ❑ SITEWELL ~ ❑ FRAMING ❑ MECHANICALFINAL ❑ WELLTESTPUMP W � Ci INSULATION ❑ FIREPLRCEIWOOD BURNER ❑ EXCAVIGRADINGIFILLING � O ❑WALL BD. ❑WATER HOOK-UP ❑ LAKESHORFJWETLANDS Z n FINAL ❑ MEfER SET/TURN ON ❑TREE REMOVAL Q ❑ DEMO—SITE ❑SEWER HOOK-UP C SITE INSPECTION Z � C DEMO—FINAL ❑ SEPTIC MAINT. ❑ PROGRESS J W L� PLUMBING RI �SEPTIC INSTALL. ❑ COMPLAINT _ ❑ PLUMBING FINAL ❑SEPTIC FINAL ❑ FOLLOW-UP J Z COMMENTS: o p � � w � � J O � � O � W � Q ti Z W � W � � d �WORK SATISFACTORY:PROCEED Cl PHOTO TAKEN W � L CORRECT WORK&PROCEED C' CITATION ISSUED W O CI CORRECT WORK,CALL FOR REINSPECTION ❑ PROJECT COMPLETE � BEFORE COVERING ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. TEMPORARY INSPECTOR WILL RETURN PERMANENT ❑ STOP ORDER POSTED.CALL INSPECTOR C INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor on ite: Inspector. White Copylinspecto s File Canary CopylSite Notice � DATE TIME CITY OF ORONO CALLED IN / ��—�a INSPECTION NOTICE SCHEDULED � ��1 'ya ��%� � PERMIT NO. -��I COMPLETED � 3 =vt� ADDRESS �7 � /V ' ��'� � �� OWNER ��C-'��v�'�-- CONTR. �-a-m TELEPHONE NO. j: ❑ FOOTING ❑ MECHANICALRI ❑ SITEWELL ~ u FRAMING ❑ MECHANICALFINAL ❑ WELLTESTPUMP W � ❑ INSULATION ❑ FIREPLACFJWOOD BURNER ❑ EXCAVIGRADINGIFILLING � O ❑WALL BD. ❑WATER HOOK-UP ❑ LAKESHOREM/ETLANDS Z �Nfc� ❑ METER SETITURN ON ❑TREE REMOVAL Q '� � � Ci DE SITE ❑ SEWER HOOK-UP ❑SITE INSPECTION � ❑ DEMO—FI �SEPTIC MAINT. ❑ PROGRESS J Q C PLUMBING RI ❑SEPTIC INSTALL. O COMPLAINT _ � PLUMBING FINAL � ❑SEPTIC FINA G FOLLOW-UP J � COMMENTS: ° — G � P�n, � � a — e� ��o� s � � O a � O � W � Q � Z W � W � j d �GVORKSATISFACTORY:PROCEED ❑ PHOTOTAKEN W � i 1 CORRECT WORK 8 PROCEED ❑ CITATION ISSUED W � C! CORRECT WORK,CALL FOR REINSPECTION Cl PROJECT COMPLETE � BEFORECOVERING ❑ ISSUECERTIFICATEOFOCCUPANCY ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. TEMPORARY INSPECTOR WILL REiURN PERMANENT ❑STOP ORDER POSTED.CALL INSPECTOR f� INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor on te: �nspector. V White Copyllnspector's File Canary CopylSite Notice � ..� z�� S-4 � 4/10 HP Residential Submersible Sump and Effluent Pump U L ADVANTAGES BY DESIGN DURABLE MOTO&WII.L DELIVE&MANY YEARS a.u�'o�C OF RELIABLE SE&VICE. o�.Y c� ■Oil-filled motor for maximum heat dissipation v and continuous bearing lubrication. ■Shaded pole motor eluninates starting switches. �� ■Wide angle mercury float switch on automatic /� models. ^^— ■Vortex impeller has low radial ioading for , ,, _� rir�a� longer bearing life. �b �"� PASSES UP TO 3/4 INCH SOLIDS. ~ . ■Vortex impeller for maximum clearance in . � � ,`�. ^,: volute case. `.'i" THE S-4 IS ENGINEE&ED FOR MAINTENANCE- ��, ��; FREE OPERATION. ''4 `'�� ■If service is ever necessary,positive sealing, " �= uick-disconnect ower and switch cords �� q P (� ''� � ' �' make replacement simple. ��:"�';� ; TECHNICAL INFORMATION _ �-;, ; � ;;. ;�' Capacities To 60 gpm 227.1 lpm `w;��ti �: j Heads To 24 it. I 7.32 m i� �v�:; -�:.Y�- -�,,'�;.;;i s;: Pump Down Range' 8 in. 203.2 mm 2;;� • �''i.�;•,;�_' Solids Handling Capacity(dia.) 3/4 in. 19.1 mtn � �:�'f Liquids Handled drain water and � -:-:�: -�'"s�: � septic efIluent - �c?.;,'� Internuttent Liquid Temp. up to 140'F up to 60'C _ ,k.. }�� Motor 4/10 hp shaded-pole ,,x, 1625 rpm .:;��,:. Electncal 115V,12.0 amps,10.60 Hz. °�'":;= 230V.6.0 amps.10,60 Hz. Acceptable pH Range 6-9 �` Speciiic Graviry 9-1.1 ��t.4 Viscosity 28-35 SSU ,�:;, � Discharge,NPT 1-1/2 in. 38.1 mm `�'?'�,'�+`- Minimum Sump Dia.(Simplex) 24 in. 609.6 mm '�i�`�`}-=- (Duplex) 30 in. 762 mm '�,,,_ . - 'Automatic model only-manual model vanes with switch used. Consttuctioa Materials Motor Housing cast iron Motor Cap liame-retardant THE S-4 IS AN EXCELLENT CHOICE FO&BASEMENT potypropylene FOOTER DRAIN APPLICATIONS REBUIRING MORE vo�ute case Ass,cyco�ac L FLOW THAN STANDARD 1/4 OR 1/3 HP PUMPS CAN 1mpe11er vaiox DELNE&.Also for use in residential effluent dosing systems power Cord 10/3 SJTW,201t. where medium flow and low head are required. Recessed Switch Cord 16/2 STOW or SJOWA vortex impeller ailows free passage of up to 3/4"solids through volute. Contact your Myers distributor, or the Mechanical Seal type 1,carbon and ceramic Myers Ohio sales office at 419/289-1144 for more details. WHERE INNOYATION MEETS TRADITTON. My�erS° . _ '� � � �� 4/10 HP Residential Submersible Sump and Effluent Pump DIMENSIONS POWES�&FLOAT CORDS 6luick-connect,watertight �9'�= f1t11I1g5 QI'@ 1I11eICh�lg6¢b19. 3��e a��r replaceable lrom pump extenor. PLIIG o � ��r Replaces switch assembly for a��' MOTO�t HOIISING 1 Cast iron 1or efficient heat manuai transfer. operation. • I ' �2_,�� _ _ _ T— — � --�-TURN ON I 8 '� �� DfiAW OOWN � � �1'/f INLET 13�ie �VE�2I.�AD$WITCH � � Built-in to protect against i � , ; _ _ overload conditions. I I ___ TuaN oFF 4/30-HP MOTOR � o 1,600 rpm,60 Hz. 115 or 3'�" 230V,single phase.Oil � cooled and lubncated. � t'/f NPf � ' � MEACIIRY FLOAT SWITCH ' 90'operating angle. 8-pumP down range. pE42FORMANCE CURVE CAPAdTY-LITERS PER MINUTE t' zo a eo ao �w ,zo �.a �eo +w zoo zm zw �l � i i y� I �2 ___ _ __, 77 y F- �� W W � W W _ =e e i Z ` _� o W ` S 2o a W .- 2 < a �e _ F S-4 �Aa HORSEPOWER a i2 O e = • 3�ECESSED I��EI.I.E� ,o za w .o w eo DIIAL TH1tIIST WASHEj2S� Operates out oi volute SLEEVE BEA1tINGS passage,ailowing Enhance smooth operation mm�mum now of llquids � and extend pump liie. and solids. � ROTARY SHAFf SEAL ' Carbon and ceramic faces. — K 3207 6/89 ��o F.E.Myers,A Pentair Company Printed in u.s.A. 1101 Myers Parkway Ashland,Ohio 44805-1923 . 419/289-1144 � FAX:419/289-6658;TLX:98-7443• 5100 51 --(�� _.�J WIRING DIAGRAM �J" 1/ �OR SINGLE PHASE MOTORS / ,'' / � ` ��{k�i.._�'� C�P�LITON � '�'�`'._ t . � �;,� J �,,,�,�� r � �� S_- c� ��,,� _ _ a � ` /) � � n(�� J --� ,�G j� �. L�`.'_.�.--� � � NEfN �� ` � .. �LACII l2 M010N STATOR WNITE U PERFORMANCE CURVES PERFORMANCE CURVE �� WHRE SERIES EFFLUEHT PUMPS ��s��R� CAPACITY LITERS PER MINUTE o wo ��x�o ��oo soo 0 50 t00 150 200 250 300 350 —T�- p Y� T � �,o 1 , n �q j 3a � �oo F�o I i '° ? � � I � } } ��95.� } , � 2e °° I ' - ia i '� ' I � I � no y�i I j �9 # � _ a I -"�1 q � 2� � qF ; � � �� g z �o � '0,�, � { } 1 ! � � _ � I _ �•� pA I � 2 I � �� wy'�Fs. ' SF�,�f t_- - �- -�-- p� �b �,� � � ,�� _ � � ' � F :.o i yy�Hy.l 9 j � � - 16< 5. ,� � i �o� o i F,� � i r. ..a � I � so i .1 �'._- ---�— --� t2� � I I I ..I ` . e ~ i ; _ _ '; I � � , , I i I I 30 - -.i - }- _.L -- --f— .-- � » _. � I ._ ... _ � ! � I B � 21' . }� i -- — - -- - -- � — - - - � I 1 �0 10 .. _____ .__. 7 0 20 a0 60 BO 100 � a 0 A r0 !0 �0 100 170 NO CAPACITY GALLONS VEN MINUTE ��p�qr y�pq pa y�y� . t6/.i'fAHUWIINPI PUMP DIMENSIONS ��«��: � r ,��; ► ' + � -� � �4:' Sv:' .1 I : I i 1 } , ' , j o i I � '''I' � I __------- i -- - ; .�,,- I ��;.. ,,,;. ,l,n I --+ �ev: n.�: � i � ... 2..NPf fl F � I Y Nif FL�NGE I � � � � .. _. I I , 1 — -- , � I i � ! ; .,..: s., -�, ; ' i � J '�1 `"i_ i � � 1 , �vr,� �4;'iNIFI � � I'r:'MIIET WHRE � WHfiH F.E.MVERS,a Penlair company ♦OQ Oranqe$Irgel,Ashland,OH I�Bp5�2285 __ N9/2B9-tU1 FA%:119/289-665B TLR�98-7N3 - '1979,F E Myers Co . � Pnnted m U SA. 1178 � . f . . � i F S-P TE S TING, INC. 951 KATYDID �ANE ST. MICHAEL, MN 55376 497-3566 � Steven B. Schirmers August 29 , 1990 Scott Mabusth 740 No. Brown Rd. Orono, Henn. Co. , MN This system is Designed for a Type 1, four bedroom home and in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . � The soils on this site are typical of SCS soils mapped - NeB - Nessel loam. A seasonally high water table was located at 12" , 18" & 20" , (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. The soils at a depth of 12" have a percolation rate averaging 46 . 6 min/inch and are adequate for treating septic effluent. A pumping chamber will need to be installed to lift the effluent to the _ treatment area. The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. (Mercury floats are a good method) . All neighboring wells are located more than 100 ' away from the proposed treatment area. This site has an existing failing system which may outlet into the low area. The existing tank is old & must be abandoned, pumped & filled with soil . CONT' D Soil and Percolution Teata " Septic System Deaign � � 740 No. Brown Rd. ( 2) Keep all heavy equipment off of the proposed treatment area before and after construction as much as possible. The treatment area should be marked off before construction. With proper installation and maintenance, this system should have no problem in t�reating septic effluent effectively. Recommend to pump the septic tank every year if there is nnly 1 tank & every 2 years if there are 2 tanks . Sl�.�.x-�- . Steven B. Schirmers � SBS/ds , 1..�� 76'3 � � X�' � �� aqy.9s� � �� yo� �� _ ,I � a�a � -o, � _ P�eoS� rs _a��s . � ao'K� , �), P�e�41�1� g.�}+oF _ . �� -— —x uS_ ��,31. � . . � G��kYh�i��.- � � — — — _ - u KS6 � � . �� z � PY-oPos�-o - - - - S-'�aF'eS�� _"tA��-� ��-� _833 ---� N � -R��v�'�f�'�h� - `t � `�1 �r/ a�' O�Yi. Su p��{ '��—� � ' � 74'�-'�Y-� ��"1 �� . ��>.,,E ' ---� E�c��,�v-ca��c �. ' . . L— — J oQ-�tel��Gs �-._ � _..�---�-�:/'f.._...,--,.--f--�- r' �.^�-� ` f�6A�-*.o0�,-1 — �� 8=. gy•s P.�,�,..4�-F��`W) � w000to .rr ' So�L �J( ',,�"'^"lo `.�''.ris W Ju'��O 1L'��F' A�.L N'�1�11`� �c Q�IP MF?�'� � �'J J� ��'�0�� -fl�� '��%POS�-� � '��'F�,-�W��S-Y� 144-�v1'� �E�-tl�� - - s�sct rr �^ 1 ��I I� � ,y Ac`�'"��P Go?-a��G1'�l Ol-� - '� '� �,p 38' ( SQr y j. _ . . . . -- �s�s„N� HouSE � a;� "S»s 1H �S3 w� �- �!�'P O� 'C-x t�_rr i il L .L� ' . 1. ' W° . _I ) y� � (�J ELL . �l� "��O U� v�-0 l.]l 1� rz' �1., .JLu .1� W �+-- /DO • 00 X ssa� � - � ! D(�1 V t ---•j � L� r s36� � SD\L �oP�ii�bS 'k y ' � Tla�u� � -v„o-��UEP . t�s -tti.ia,.x 3�� 6 Percdo!�on Tests Scole: 11—�, . � X$oil Burings �BencF Mork Note� This system is b be constructed to meet - � ' the `11�nnesolo Potlu!�on Con�ra Agency Chapter 7080 � Zocal Ordinance � � � Check all underground utilities � . PFt�°ERTY OF= S C.O�'� M A�6 u S T� - " ��1,1�� 'C3�oc.v 1� 2 'Q � . � ��-Ul.a a '1-� Y�.. 1�'�a�.1 . L' D. _ �� a� , --- --------- --�I S-P TEST/NG/NC. _ Oesignee By:��---�. ��'.-- ' � —�W� �p — oo�e�3 iaa5�� PH.6i2 -497-3566 • , • i i -'�' �-1:1 S S ' _ r �- '. 1��x 55� R-oc.�c. t��o � , - - �-• � . � S - - ' \S . . . '-/O11_ vt �-1.0 To o SAti.lp �-I.S� ,� F�l.l.�'�s � �.y s,a�ao� �3.S PL1�.1-� V 1�./ ,a u-� -Tc� sc..,�LL- S '�o SET- BACKS � . 13, /o' � � . / HOUSE � Syslem must be� • . Tonk 3Q� from property lines X- S�-'<id� �}�5�� W�o-��_, v - aT �� from welis �o from bldgs. , -r'�'' 7reatment oreo =�from lokes , _� streoms - - • - -- - n� Treatment area �o from property lines NOTE� Power supply ond switches must be bcated in a - MaN Ho�5 .+��►+ ►r" . �S ' � w e ath er p roof encbwre outside the pumping chomber and monhole _ _ from we Is ' RQ��F"`- �o �from bldgs. � �- -� L'from trees SOIL BORING ELEVATIONS ' _. i � r _ �.. .. �(� �� P - � �min. . - ' TH�I EL.-�� .� . �•�d�a.su i i e grade�' TH.�2 EL.-�`?�' • � Tank /� Tonk TH"3EL- `�a�'' _proa to Tonk "► PRESSURE DISTRIBUT�ON MOUND SYSTEM TH"4 EL- LF-1�-�c� 1�-�A.�,�o�,a . � Min. l��io8� �p�mpi�9 TH.`5 EL- _ Max.l��04� '� ��P -riR1.a�C-S SH�A��.oc�J Chomber , . EI.EVAT10N ot PROPOSED PUMPING CHAMBER-�_��v P•��+p �7.0 , 4��to 6��dia.pipe �-�oo.•__� � . '�o�_ o<-__C3Lo� SYSTEM DESIGN -MOUND • *}P4e��c. Low E sT F�o�-��,y TYPE-�, � BEDF200M , Aveioge percolafion rate L �� min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) � . �oo �I./day x.83sq.ft�ga�.�g;�sq.ff:of heatme� area �10% = S�i2 sq.ft. (= IOft,width=��ft.lenqth of bed area+side slope run�to I x�height= `�3 N.x�.l_ft.lawn•orea needed) � Ciean rock needed- �,�_sq.ft.treotment orea x!��depth d rock= s?u cu.ft=27=31_a.yds.(3/4��to 2 t/��dia. ,�ciudes 2��of rock above pipe) ,� -��',�- Clean sond fill below rock needed��cu.yds. approx. , sondy loam back fill.�_a.yds.approx., topsoil 6��cu.yd. ►�� S'a�'os '�'f-�r� � • 3 'j ��l2M�-��15) �CO A�� '�,o Jo "T'O '1'•04So��Fo� \�g4��r�� SInoPE �7 Gu�(o_^Co�a�� Number of tanks required 3-, Ist tankl�Qgol. ,2ndtankL�gal.minirrxms P�U� P�•Y.P�►�i..� ��a�-� . Pumping chamber Capocity- 25% of daily sewoge fbw of,�gal.=�so gal.+reserve sforoge of 15 0�,��/Bl� �� gol.+pipe bocic drorx�ge- pROPERTY OF: SLD'�'� M��S-'�1� � of��gol./IOOlin.ft.of3�dio. supply pipe, Iin.ft.neededlY�_, �_gali manifold�gal./IOOlirtftof��dia.pipe,ln.ftneeded_2 ��_gal, r�i,{ p �,,ap , ��o�l�..a �-p total capacity needed '�'�� gol.(Plus a►ea for pump) usE rn,,�. /o 0 0 ��,l,«.,�, � b'�-p1.i p M��. 1�+�t,�� _ C G, - - Distribution ppe 1��-•dia. � ISG iin.ft, ��_�dia. perforations�.��opart Pump s¢e�hp. (p�mpoble capacify 11�_qol. 4 qdes/doy) u�� 1 g � ►-��,a v �e�ss _ o�sc.�-t�u�G L10 � $-P TEST/NG /N�,C. . .. Note� When cAr�s�ructiing bed � , this orea shoub be shoped Note� Distonce trom treotment oreo �o neighboring wetls- ��,,,"� �,�;��,,,� b divert run-oti from entering sreotment oreo. - t��c-la-�ee --�,��.1 �U� ' __ I Designed 8y� , - pnte :g/�/9s2 � PH, 6�2-497-3566 E•19 MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) ' A. FLOW D-7 Estimated o o gpd (see pages D-7 or I-3,4,5) a"'"'m'��°"��°�^�°�^-- � rar+ern trve ar�oioc�c[ or measured gpd. �� n � a t 700 t!! 1�0 W; • � �00 7D0 !1� N • �00 J7� W M� B. SEPTTC TANK LIQtiTID VOLUMES : ,'o �; � '''�.; , �� .� �,� a - J o0 o gallons (see pages C-3 or G5) • �� •n •« � C-3 C. SOILS (refer to site evaluation) 6EITIC T1NK CA�ACITf!!, IN GALIONs 1. Depth to restricting layer = i a � � inches M.�a rw�r .�rme:�,w �eoa� up�o uv�on ois.ou� 2. Depth of percolation tests = ► � ' ' inches ,a�„, „� ,,,, 3. Percolation rate y t�. � mpi �«�� ••• �••• .�. ,... .,�. 4. Land slope S % �� ,..�. ,... .... D. ROCK LAYER DIMINSIONS __ 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 = y°� Y sq. ft.-� ��`��, S�-�� 2. Select width of rock layer (10 feet or less) _ � r� ft. 3. Length of rock layer = area+width = � .� t� Sq. ft. + 1 U ft. _�ft. Rock Bed t•t•1•f•t•l•t.J.l•J•!•f•t.r•f . ti.ti•'L•ti•1•ti.ti•ti•1,.ti.'L.ti.ti.ti.ti. t•t•1•t•f•t•1'•t t•f•l�f•t•.'•l - ti•ti•ti•ti•ti•ti•ti•ti•{•ti•ti•ti•�•ti•ti• dth S10ft. l•l•r•f•l.l•1.1•f•t•t•l.l•t•l 1•ti•ti•t•ti•�.•ti•ti•ti•ti•'L•ti•ti•ti•ti• •,r•f•l•f•f.f•f•f•f•f•f•f•f•f.j E. ROCK VOLLTME F--- Length 1. Multiply rock area by rock depth to get cubic feet of rock; s�2 sq. ft. x I•bS ft. _ �� cu. ft. 2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards; C�LI cu. ft. + 27=�_cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; a� cu. yd. x 1.4 ton/cu. yd. _�tons. F. ADSORPTTON WIDTH 1. Percolation rate in top 12 inches of soil is y� b mpi E-16 2. Select allowable soil loading rate from table on page E-16; N.o-..�.��,�a.�.,,.�.d.b. . 4 S gpd/ft2 � �-»�-•— �M� IY�M Y�� 3. Calculate adsorption width ratio by dividing rock layer "'"" """ �"" '""" `�"""'°" ..,. . .... .... ..» ,... loading rate of 1.20 gpd/ft2 by allowable soil loading rate; ' �" •" '�" '�" ',� u .ee e.�o e.N �.a �.a f1 •1{ O.b O.N f.p �.�� 1.20 gpd/ft2+��gpd/ft2 = � .�� .. ... ... ..,� ,..� ..�, ., .,.. .... e.,. .... ..a Check this value on page E-16. 4. Multiply adsorpHon width ratio by rock layer width to get required adsorption width; �x�.�.�� ft = a�.� ft �-zo . DOWNSLOPE DII�WIDTH . If landslope is 3% or more, subtract rock layer width from . adsorption width to obtain minimum downslope dike toe � � a� ft- �� ft =�ft . . Calculate mound height at edge of rock layer on downslope side; � ' a. Determine depth of clean sand fill at upslope edge of rock •�•*��-� layer: Separation �.� feet � �� b. Muldply rock layer width by landslope to determine drop - in elevation; Slope Difference ��••�.a►•��»_��* ..,�._,�.._._ �o x � %+ 100 = • :� ft �-_• c. Add depth of clean sand depth of clean sand for separation at downslope edge to depth of rock layer to ,. depth of soil backfill to get mound height at downslope edge of rock layer; a -S ft +. �. � ft + -S ft+ - � ft = �+•� ft _ d. Enter table on page E-18 with landslope and downslope dike ratio. Select dike multiplier of s� e. Multiply dike multiplier by downslope mound height to get downslope dike width: �.S x � = a�_ft g. Compare the values of step G.1 and Step G.2.f. Select the greater of the two values as the downslope dike width; �.3 fE�Et xo��.n..�e�rce� h. Calculate upslope dike width using upslope mound height and upslope dike multiplier from page E-18; �1•(� X 3.33 =�� u�ao�.vw�n cn� i. Total mound width is the sum of upslope dike width plus °o"�°Ped1�wb�hc`' rock layer width plus downslope dike width; �_ft +�_ft + a�; ft= ��ft 3. If landslope is 2.9 percent or less,basal width includes both the upslope and downslope dike widths. a. Calculate downslope dike width using steps G.2.a. through G.2.f; feet b. Calculate upslope dike width using upslope mound height and dike mulHplier from Page E-18; x ft= ft c. Add downslope dike width to upslope dike width to rock layer width ft+ ft + ft = ft E-18 �� ps� 3:1 1:1 51 61 7:1 J:1 �:1 S:1 6:1 7:1 t:i 1L�lope 0 3A �A SA 6A 7A 3A IA 5A 6A 7A �A , 1 3A9 �.17 526 63S 7S3 2.91 3d5 �76 5.66 65� 7A1 2 3.19 !3S SS6 6.e2 !.1! 2.K! 3.70 �54 536 6.1! 6.90 3 330 ISI 5� 732 6J6 2.75 3S7 435 SAd 5.79 6J15 1 3A1 �76 6.75 7d9 9T2 2.66 3A5 4.17 �.6� SA6 6A6 S 353 SAO 6b7 157 10.77 2b1 333 �AO �.62 5.19 571 6 3bb 5�6 7.11 936 1207 ISI 313 3A5 �A1 �.7! SA1 7 3d(1 556 7.69 103� 13.73 2M 3.12 3.70 �13 170 5.13 e 3.95 S� s3J 115� 15.91 2.12 3.Q� 3S7 �.� 4A9 4A� 9 �.11 6.75 9.OD 13A1 1s.92 236 I.91 3A5 3.90 �J� �.65 �o �� 6.� �o.o �s.00 �as �� z� as� 3.�s �.0 �,u 11 �A8 7.1� 11.11 17b5 30.43 2�6 2.7e 3]3 3b1 3.95 426 12 !b9 l.6A 1250 21A3 �3.75 221 270 3.12 3A9 3J0 �.OS E-26 PRESSURE DISTRIBUTTON SYSTEM � 1. Select number of perforated laterals 3 , , 2. Select perforation spacing = _? ft. 3. Since perforations�should not be placed closer than 1 ft. to the edge of the rock layer(see p. E-14), subtract 2 ft. from the rock layer length. S,� Rock Lyer lmgth '2 f t. = 53 f t. 4. Determine the number of spaces between perforaHons. Divide the length above by perforation spacing and round � E-17a down to nearest whole number. F PM Head Perforation dfameter(inches) Length perf. spacing = _s3 ft. + � ft. _ � '� spaces - �i32 �i4 (3) (2) �.os o.sb oaa _ 1.5 0.69 0.90 5. Number of perforations is equal to one plus the number of 2.ob o.so �.oa perforation spaces . , 2'S a S9 �'» 3.0 0.98 1.28 4A 1.13 1.47 5y.0 1.26 1.65 �spaces + 1 =��perforations/lateral aUse 1.0 foot of head for residenHal�ystems. bUse 2.0 feet of hed for other e9tablishmenb 6. Multiply perforations per lateral by number of laterals to get total number of perforations. E-17b � � � ��1�r�� `- p.....<�os Asi.�...ti�r la�ecal s X �,�rsn.��- 5—�-PerforaHons. �;•�• 1.25 inch 1.5 inch 2.0 mch 2S 14 18 28 7. Determine required flow rate by multiplying 3.o i3 1� 26 number of perforations by flow per perforation a o ii is i3 (see page E-17) s.o io ia 22 S` '��-I �, x �,�� = 4 o gpm. E-15 rwan uu�a ae s rai�t airw�rte�r++o� � � 8. If laterals are connected to header pipe as shown on page E- � 15, select minimum required lateral diameter from table on �r page E-17; enter table with perforaHon spacing and number ,,,.�'� �"' of perforations per lateral. Select minimum diameter for ✓'� perforated lateral = inches. E-12 `^^�.K..�" ��S,::Y'�'� 9. If perforated lateral system is attached to manifold pipe near ��'"�`,�__,� . , the center, as on page E-12,perforated lateral length and ��` � number of perforations per lateral will be approximately one �'��' .,,�,,� half of that in step 8. Using these values, select minimum .._ . ,,,, diameter#or perforated lateral from page E-17 as i '�z- ./ ,�"r' inches. . F-15R P_LIl1�SELECnON PR�CED TRF A. Detaatiae P�P nP�tT l. Minimua�sugge�t�d is 600 gallons per hour(10 gpm) co stay ahead oE � water use rate. 2. Maximua�sugg�ested for ddfvery b a drap box of a home system is?.,700 gallons pen c�ur(4S gp�+)to preveztt bnild-up of pr+essur+e in drop box. 3. Ux value from daign of pre.ssure distribudon syseenn. SELECI'ED P[J11�CAPACTIY�8Pm p�pa�,� 8.Dete�ine head reqniren�eala ' . Pbinc ol D v� 1. Devadon diga�erct between��point of di�chirge. IIewcan Diaerenca 2 If pumPin6 to a pre�a�e distr�'budon system,add Sve ket for prwure ^� required at aunifoid , �� • F•18b 3. Fr'ktiOT1 bss .. 13 iach 20 i�ch 3.0 inel� a. Enter ftiction ioss tabk with E�and pipe diameter. �pm Pr�or.�..*.�oo R.rw. Reed frlCtiOn lOsd in feet pe!100 feet fi'om psge F-18. 10 0.69 OZO• F.L � � ft/100 ft oE t2 -�o.� o.2s a '= PiP� �ia �.zs o.3s ' b. Determine tOtal plp!letl�th ftOtll}7utltp b di3�Chatge - 16 1.63 0.48 poin� Add 25 per+ce�t to pipe le�gth for fltting 18 Z03 0.60 loss,or ux a Rttin lods charti valent 20 247 0.73 0.11 g � �� ?S 3.13 1.11 0.16 length-1.25 tlmes pi�e latgth• 30 S.?3 135 0.13 • 1 �i s_x 12S� 1 -`feei 3S 7.90 2.06 0.30 C. CalCnlate tOtal friCUlOn lOes multl 1 ' 40 11.07 Z64 0.39 bY P W�8 43 ia.r3 3.2s o.as friction loas in h/100 ft by equivaleat pipe length SO 3.99 OS8 'fotal friction lo�s= I �� 1_x � .,=+100=�_feet SS 4.76 0.70 4. Total head requirtd i�the sum of devation differes�ce, � S•� 0.82 special hesd requiremenb,and total friction loss. � �_+.��+_� . (1) (21 (3v TOTAL HEAD �"'1 feet C. Pump selection D_� 1. A pump must be sdected to ddiver at least � a gpm (Step A)with at least �_feet of total head(Step B). cst,M..m scw.o� n.ows m a.LLor+s w� aa. wi+ea rv►E or wesioeNc= . ��DAFOOM! t II � Q D. Total Puatpont Volume Z ,a, �, �� 1. To maximize pump life select sump size for 4 ro 5 pump operations per day. . ' "O 7O° :�� °' � soo » x�s '°',�.. �v o gpd+4= �S O gaUoni per dose � � •� � T,�.:. 2. Calcvlate drainback `s ioeo �� d�oo ,3 0 ��' 1. Determine total len , r ti s" Eeet. • �soo sTs •o. c�,�,. P�P� S� 2. Determine liquid wlume of pipe, � �' gailons per 100 Eeet. (see page F-18) F-18a � 3. Muldpiy length by wlum� Drainbaeic quantity= et,n,e�r ;,,a,�,� c,Ua„ too rea I�l S Eeet x J„�gallons/100 f�_ �� gallons. j. 4.4 'Suggested drainbacic quandty is 10 percent of pumped quandty. A larger drainbadc 1.25 7.7•� percenage will decreas�pump station effidenry siighdy but pumping mergy cosa are usuaily a relatively small part of the total houxhold energy coses. 1.5 1�.58 2 . 17.43 3. Total pump out wlume equals dose volume+drainback 2�$ 24.87 �o lons per dose+�c�gallong= i � C� Total Gallons 3 38.4 4 66.1 � L-13 CERTIFICATTON # 00627 Logs of Soil Borinqs Location or Project Scott Mabusth, 740 PTo. �IIrown Rd. , Orono Borings made by S-P Testinq, Inc . Steve Schirmers Date 8-15-90 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring num�er 1 Depth, Boring number 2 in in feet Surface elevation 81. 3 feet Surface elevation 83 .0 0 - 0 - Topsoil dark brown Topsoil dark brown loam loam 0 - 1 ' 0 - 1 ' -MOTTLING 1 Gray brown loam 1 - Gray 1 ' - 1 ' 4" brown loam 1 ' - 1-1/2 ' -MOTTLING 2 - 2 - Rusty gray brown Rusty gray brown clay _loam strong clay loam 3 strong 3 - 1 ' 4" - 3 ' 8" 4 - 1-1/2 ' - 4 � 2�� 4 - Rusty olive brown Rusty olive brown 5 _ loam 5 _ loam 6 - 4 � 2�� _ 6 � 6 - 3 � 8�� _ 6 � : 7 - 7 - 8 - 8 - End of boring at 6 � feet. End of boring at 6 � 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 feet of depth. Observed at feet of depth. Not present in hole Not present in hole Comments : - Comments : L-13 CERTI�ICATION # 00627 Logs of Soil Borin s Location or Project Scott Mabusth, 740 No. Brown Rd. , Orono Borings made by S-P Testinq, Inc. Steve Schirmers Date 8-15-90 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number in in feet Surface elevation 82•� feet Surface elevation 0 - 0 - Topsoil dark brown loam 1 - 0 - 1 � 2�� 1 - 1 ' 8"-MOTTLING Dark gray 1 ' 2" - 1 ' 10" loam 2 - Rusty gray brown clay loam 2 - 1 ' 10" - 2 ' 4" 3 - 3 - Rusty gray clay loam 4 - 4 - 5 - 2 � 4�� _ 5 � 5 - Rusty olive brown � loam 6 - 5 ' - 6 ' 6 - 7 - 7 - 8 - 8 - End of boring at 6 � feet. End of boring at feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, hours �after boring. hours after boring. Not present in hole X Not present in ho1:e . Mottled soil : Mottled soil : . Observed at feet of depth. Observed at feet of depth. Not present in hole X Not present in hole Comments : . Comments : T � CERT. #00627 : PERCOLATION TEST DATA SHEET �� Percolation test readings made by S—P Testing. Inc. on 8-•16-90 starting ac 8 : 46 p,m_ fJm�) Test hole location �4 0 No: Brown Rd. ,Hole number 1 , Date hole was prepare� 8-15—9 0 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 sidewall Knif e 2 Depth of gravel in bottom of hole inches ,. 8-15-90 � • �0 m. . 12 Date and hour of initial water filling. , ept a��nihal water filling inches above hole bottom Method used 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 tes� inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per ' inch � • Water rema ' ning in te t hole 8 : 46 9 : 16 6 5/16 96.0 30 min 9 : 17 9 : 47 " " " " " 9 : 52 10 : 22 " " " . " " Percolation rate = � 9 6' � minutes per inch. T � C�RT.#00627 ' . PERCOLATION TEST DATA SHEET a.m. Percolation test readings made by S—P TestinT, inc orL s?-15-9�Q starting a� 8.; d� p.m. �e�,�i Test hole location �4 0 'No. Brown Rd. ,Hole number 2 , Date hole was prepared 8'15—9 0 Depth of hole bottom 12 inches, Diameter of hole 6 inches Soii data from test hole: � Depth, inches Soil texture � _ �,7�� Tnncni 1 ri�rlr hrncun 1 nam Method of scratching sidewall Kni f e Depth of gravel in bottom of hole 2 inches _ ., 8-15-90 S : OOpm 12 Date and hour of initial water fillin� ,Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphon ,Maximum water depth above hole bottom during tesr 6 inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch • Water rema ning in te t hole 8 : 45 9 : 15 6 1-3/16 25. 3 30 min 9 : 18 9 : 48 " " " " " 9 : 51 10 : 21 " " " ' " " Percolation rate = 2 5 •3 minutes per inch. CERZ'.#00627 : . PERCOLATION TEST DATA SHEET � I �,m; . Percolation test readings made by S—P Te s t i na, I Nc. or, 8-16—9 0 starting ar 8 :4 4 � Test hole location , Hole number '�'It1,Date hole was prepare� 740 No.' Brown Rd. 3 8-15-90 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 sidewall Knife 2 Depth of gravel in botrom of hole inches ._ , Date and hour of initial water fillin,g 8-15-9 0 �ept�i�fninitial water filling 12 inches above hole bottom Automatic si hon � Method used to maintain at least 12 inches of watcr depth in hole for at least 4 hours p ' 6 —. , Maximum water depth above hole bottom during tes� inches � Time Percolation Time interval, Measurement, Drop in water rate, Remarks ' � minutes inches level,inches minutes per inch Water re aining in t st hole 8 : 44 9 : 14 6 1-5/8 18 . 5 30 min 9 : 19 9 : 49 " " " " " � 9 : 50 10 : 20 " " " " " � � i Percolation rate = 18 'S minutes per inch. 1 �