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HomeMy WebLinkAbout1994-006114 - septic ' PERMIT CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway • P.O. Box 815 * �, ;_����E.�i :: �:��-;;=_�� Orono, Minnesota 55356-0815 Permit Number: t;;_��;� i� (612) 473-7357 Date Issued: - � - - t}=..,'''�F,_�'= ' SITE ADDRESS: - �T� - - �._ � DESCRIPTION: :._::� �.������_ _ � . : . _.. :_��':�r?t, t; �?�w'�•�1' c"�1'fi!1{. 1 Y�,l� ta��. ° `��t:�4F►�+j' t{ �.;{f.i==t' �.c�tWij�::_ �V�}�+ �it-`.=.!i..iir:'�i't.." �7'_ i:i - —_ - L 1 1 ! L!! �.'!\�1f�i�• L!A!r?!�I!'t i1�C�? '= ! 1ITRf LL L! ! l t•L � �lf�ti!(}�S/� 1 Ui�1�11�L•VVV . V1 77LlTJ 1L�11��+V i c�i�c:s:ti%��ii%v li� f G'li r.; ( V VL7t �JL . L•�L 41�• t�l. 1 11t��+til l•� '' /lL1.rL1�� 1�V�7f�11 %�4'U i't:r'r:iiit''i ��(it:f iritl ?i�t=�'- 1!L!Sf9LlV�l 1+1.•V1 !ti'A /11.'•_.-. tF�.r'.;': •' V�.. i.._. —_`--._'-_.._.._____�_....__._.___.�._.___R.._..–"_"'.__""'_"._"__�_'_'___'—_"_._'_—_"""'_ ..___._ REMARKS: FEE SUMMARY: ;���_.�� !��_�� � . _ '=;i������;n�_,�,:_, ` , � v � T �. ______ _ _ CONTRACTOR: -- ��_��=�1 a c�r-�}. �— OWNER: � �'�"#��::[:;t; L.';...t.':.�:'; _ �::r:i �,�.i�;�:1�;� !='��f-;t's°= .i�'�=�= �`��.�1 i'JF=�'.�'•!F �I �1�� '._�� �.',�f_ii i �'i������''•_� �Fi t;.E:�n��}I_1 ' h�h� cc•::`';:: t�i�t��j'Ji_f r�l� �:�'�;�t, �' =,1 ' - - � �.� f �.: ' �'��i. =it�. •1 $ s � �_� ��C { _ C.:_:� �� , - - t s't �L.�_" _ . _- . .'r, � . ; :.. t_ �![.��;�,..�.. _��,�.«.�.t . .t_� � , . ._ _. : °_� �'!, _. .:T;_.<'� , �t_,� .._. ►: �t_ .;�.�;'_ ._.':�`. .�''.'`.!'�_... . . ' _.__ , � , . ,. . �� _ . � _:__ __ ---� _ ,. : ,. -3-�t��''T' - � } "'" ,,. ,_ 1 E. . .I�.�.� �.�. �-'.-: , 5.,3 �ws.�.; � . .,.___ i,?i;ii,'t•;. 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I . .. . . _ .. .. ._. .. `'- � t_ _ - — ' � APPLI ANT/PE EE SIGNATURE ISSUED BY:SIGNATURE _ � CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 i JOB SITE ADDRESS: � CS� ��/��� ���= , , Occupancy Type: Residential �� Commercial Other Permit Type: New or Replacement System, $100.00 Repair Existing System, $ 50.00 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees ��-� Owner's Name: �e / � ���� PhoneNumber: Mailing Address:" ,' � � �c � ' City: Zip: Contractor's Name: ° T �% ,; �..� PhoneNumber: ��> � ��- '' Mailing Address: _ �?; < <_z , City:^/�� ':r_ Tp: ,�s�'<� �� , DO NOT MAIL PAYMENT WITH THIS APPLICATION GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a City of Orono Septic System Installers License. 3. 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. 4. 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-up but prior to sand placement (sand will be jar tested for silt content), 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 comply with codes. 5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24- hour notice is required for all inspections. � � ii � I - NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. 1. 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),/�_ gal. 2)/go�' gal. 3) !? S gal B. Pump Station (if required) � � t i � Pump make & model �>�.,J, C�.��� (attach pump curve & literature); system design requires � �r gpm at � feet of head. High water alarm make & model . Outside electrical work to be completed by installer electrician�_ other Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. k Mound Depth of rock below pipe " Rock bed dimensions �_'��' Drop Boxes Sand bed dimensions�'xy�-= Distribution Box Pressure Dist. Pipe Diam.l�" Maniford Pipe Diam. L D. Final Cover/Topsoil to be: bonowed from site (show location on site plan) ��_ trucked in 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 application are complete, true and correct. _ - � � � � �i Signature ofApplicant:!�� ���/ `� � Date: �l���� � MPCA Certification No:: ���� �'� �!' , „ , Staff Review: Approv Denial ,/> — . ' �` Reviewer: � ���'`—' Date: ��7�9l� Reason for Denial: . , � .- , ���o� - �"', � 4,�����:�� � ' ` ' "- CITX (.J►F ORUNO � � i.. � � n . � s ' �, �.�S�PT C SYSTEM AFPROVAL � s�'� V/ ������� : C ITY of OR� � �r` �;�� ��,. �' (��� �';;� ��'��,.,::,-•� � . � � � Nt���otr��a � "� � ti�. �,.df�' ti, r�otr�e t�X c� � � � {�i��,4� G c���y,Mituicsota 5532.3-0066 �.� , � �.s. 1�����i �o.�� �_ESH � LOCATION: 1200 Phillips Dr. OWNER: Jeff Praus GENERAL CONTRACTOR: SEPTIC CONT[ZACTOR: SIT� �VALUATOR: Percor, Inc. �pORT DAT�: April 1, 1994 The City of Orono has Approved your on-site system design as of Anri 1 20, 199 4 (approved-disapproved) (����) willi the followilig conUnents: � ` _a�(� j� /� � - �-� S TIIIS IS NOT A PERMIT. This is a design approval form which must accotupany the site plu::. A�cr�riit must be issued to a licensed septic contractor pri.or to installation. A list of currently licensed septic cozatr.actors is enclosed. NOTIC� TO INSTALLERS: Any changes to the approved plans and specs must have prior approval cf tl�e Irrspector (473-7357). Call for inspections 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing inust remaiu in place until final site gradinb. Approval to pour footings will not be granted until the Inspections Depariznent has verified that priniary and alternate sites are adequately protected. NU VET.-IICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tesced drainfield sites either before or after system construction. Compaction of these areas could render them uciusaUle prohibiting tlie tiinely completioci and or limiting the long term use of the proi�erty. A site copy will be available at the Cicy Offices for the septic cantractor. CITY UP ORONO , � By _ Stephen c anan, Un-site System�a�er--- 'CCLGPf IONG-473-7357• FAX-473-0510 . 1 . � � • SYSTEM DESIGN FOR JEFF PRAUS OF LOT 2 , BLOCK 1 , PHILLIPS WOODLAND TERRACE ' ' ORONO, MINNFSnTn 4-1-94 Information follows for the design of a pressure mound system for a pr�posed 5 bedroom house on the above described lot. All con- struction and materials must be in accordance with MPCA Chapter 7080 and the City of Orono septic system codes. All cons�ruction traffic must be kept off of both the primary and alternate septic areas . These areas should be marked off prior to construction. � A pumping tank will be needed to house the pump which is necess- a�y for pressure distribution to the system. The supply lines must be constructed to drain back to the pumping tank. A weather proof enclosure will also be need to house the controls and switches for the pump, and a warning light/sound system will be needed to warn of pump failure. If any other information is needed, please contact me. Sincerely, PERCOR, INC. ifi�,�-p. Mark S. Gronberg . , � � f--�` —^ v, v , �� � 1 _� I� � � �� ==� ... � � _. �e �- � , � i � � �,, ° � � � � �I ,� � ° ��'� � q J� ✓�� a � �' .- � . lr� '''� \1 ���t, � � � ` /� � /-�� ♦ ^w //r /" � y ///� � �� � ` � � / � x `:� M _1 "- /� `,� .,l hX ..� �, � / � U ti � ''�. :L � '��� oc, �, `,s .o �� '„ �a ' r � � b �,.,� � � '3 ti .w ` �'�,\\ti, �� � ` ` ,.,�w '! R 1�. �.. \ � +'J �c.� \ ` '�<� '� '� �` � w `,�'', � �,., � � �� � � ` r�� \ �,�� , F i` , 1 \ N � � � � ��`= �. � 2 �� � � � o � o � �. ;� �,� � � � o �.� � � Ct r� -� • � � _ ,4 � � �.� ♦ ` � .....--` v ```�, � ' o � . �. '4 � � � ° V. .� �° � �' � `�`�, . b � � c`� ' �,. � \ � �,; �`�j � `� �- � �, Nou fE _ o � ` � �,�oOdJ� '`' �. v � � � � � .�..�`� � �-� � � o �� � � � � � � �. � � � � � � � �� ��� � �`�`'+� ��� +� t��► � ' h � `; ,.`,_.� � � � �. �p 0 �� N .:4 . �I,1 �� �x y � �+..'}g. c y k''��-,'+;+ .�►�• �S O` ` t�� ♦ ' v 1. ,�y� �, � ? , . .,;r . _ .�.,...,.,,.�wd+..,..+�u.r •� .,' � � . , -. . _ .. �-^ � \ � '` �j+ ,.-, .� ..-� .� "Y. ,... . �...�. .. ,.�_,... '�' _,..._.... _ ' .. ,. ...... . _,.,... ,...�.: . � � � .. .. ' . - .... � .. P ,t°"31 � ^ � ` O� t',� � �^ � � `� t � - d :�1� L �... ( � � _. . .. ., . .. C4 �; � • "+.�! f'�� l�lt �.��.t \ � ` i b� /;n . {.:f� �- - � �. � // a'" � • �' 'G.�f i � ..�.�1 . . . o-', ..� :�, . �� �, 83.�3 - I �_�,,,.,,,,r,.,._ —" �p.. . �N8,6 , � ` f ,+� L" p/� fV Gr .. P�� �G��� r , � . ,� . „ � � -� . �� MOUND DESIGN WORKSHEET TFF� �Ri(/�S � (For Flows up to I200 gpd) A: FLOW �a s�.ti�FwM�ct��nar es� Estimated� or measured gx 1.5= gpd. �°i�,�,,, �I '�Yr�u �m �'v — s 30o xu �so � 3 450 300 238 •r B. SEPTIC TANK LIQUID VOLUMES 4 60o s�s as6 ,�, /ZSO gallOns f /DDO G,��c o.✓ Z.vo ?./,�.1< 6 �o su si � oaa f /2S0 �a/Ion Pu�+�in' fa+n k s i� 6�is i� �''m" C. SOILS(refer to site evaluation) ,� �� 1. Depth to restricting layer= .� 6 inches NB� �, � . 2. Depth of peroolation tests= _ /� inches `'"'�' 3. PercolaEion rate ��1• 8 mpi '3«`i` i.o o i•'wsso 4. Land slope �%i % ;a 8 � � � ova 9 See Gj.G(i (:1S) D. ROCK LA,YER DIlV�IIVSIONS 1. Multiply flow rate by 0.83 to obtain required azea of rocic layer:A x 0.83= 7S0 gpd x 0.83 sq.ft./gpd= 61 S sq. ft. • 2 Select width of rock layer(10 feet or less)_ /o ft. 3. Length of rock layer=area+width= , IZock Bed 6 ZS sq.ft.+ /v ft. _ �Z.S ft. ,.,�.:ti,.�...ti.�.^�:�. .. r%•I I•!.�•�.r.f.�.r•f.f.�•j.j. ti•ti•\.ti•ti•��.ti•ti.ti•t.�•ti•�.��ti t•f.!•I•�.!•t.t•1 I•t•t•I•t•I•!. �.ti•�.�.�.ti.�.ti•ti.�.ti.�.�.�.ti.�.ti �dth 510 ft. �•1•I•�•J•t•l.I.r t•/•I•�•�•f•r• ti•ti•�•�•�•�•�•ti•ti.�.�•�•�•�•ti•�•ti � h�•f.rN•f•r•f.r.�.�•r.f.j•f•r• E. ROCK VOLUME �— �sw 1. Multiply rock area by rock depth to get cubic feet of rock; 62 s sq.ft.x � f�. _ �ZScu.ft. . 2 Divide cu.f�by 27 cu.ft./cu.yd.to get cubic yards; �zS cu.f� +27= L.�./cu.yd. . 3. Multiply cubic yards by 1.4 to get weight of rock in tons; . � 1.3•/cu.yd.x 1.4 ton/cu.yd. _�tons. F. ADSORPTTON WIDTH �b� ao�w�aws�, ybk 1. Percolation rate in top 12 inches of soil is /S mpi P�„�,,��,�„� �� �•• ����, Soilrexcure �.� M"d`.er,� �2 Select allowr�ble soil loading rate from table; Faster than Oa �sana 1 so � c�1E • o gpd/fi� oa co5 sana 1.2o i.00 . 0.1 to 5 Fine Sand" 0.60 2.00 . - - .- . - . 6 to 15 ndy Loam 0.79 152 3. Calculate adsorption width ratio by dividing rock layer 3i a a�s siic[.o�am o� 2.� loading rate of 1.20 gpd/ft2 by allowable soil loading rate; '��� c�a t,oaa► o.as 2b� 1.20 d/ft2+ 0,6o d/ft2= 1. D 61 t012o �1ay o24 5.00 $p $P Slower than 120 Cla "Sa1 lavin`509i ar mare d fisr or vey 8�r aand 4. Multiply adsorption width ratio by rock layer width to get required adsarption width; � 2,o x /� ft= Z� ft � . . . . � . , , • , � � G. DOWIVSLOPE DIICE WIDTH 1. If landslope is 3% or more,subt�act rock layer width from � adsorption width to obtain minimum downslope dike toe �o ft- /o ft= /0 feet 2. Calculate Minimum mound size based on geometery: � a. Determine depth of clean sand fill at upslope edge of rock layer: Separation _�feeE b. Mul�iply rock layer width by landslope � +•oe ce�.�. to de#ermine drop in elevation; ��reoc Ro .a � SlopeDiffel'CTlCe s�ver�uo� t��t � / x •S 9'0+100= . �s feet s�ev•o�rt•r.a�. ► uosioo•w�otn c. Add depth of clean sand for separation(2a) t«� Roer 8ed w1AtA at upslope edge,depth of rock layer(1 foot) to depth of , r.e� Downslope,WIOtn cover(1 foot)to find the mound height at the upslope edge '°°e of rock layer; .0 ft+lft+ lft= 3. 0 feet � d. Enter table with landslope and u slope dike ratio. , � � Select dike multiplier of 3, / , . e. Multiply dike multiplier by upslope mound height . . to find upslope dike width:�.!8 x . O =�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; . 65 ft+ .�• o ft=�-�feet � g. Enter table with landslope and downslope dike ratio. Select dike multiplier of s y� h. Multiply dike multiplier by downslope mound height to get downslope dike width:S.y� x .�6S - /9•7 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; , . /9.7 feet :::::;: ..,;�:;<:.:�>:::� �.>y��.:.:: : .��;;::��:,:��:;;:w. �..:::.:� uo��oo•w�ocn: :;.'. , ' :��••� ..:>: .... .... j. Total mound width�is�the sum of � �' "`� � '���� ><::;<�:: r..i .A:. :s::,.. :r .:,u,�:...: ..... �,......: ..:: : . �. ' upslope dike (G.2e)width plus rock "`::. .. ...�.. :. � ::<�'.��?.,��5+�� � .....#•::•. ROCt 0�0 MlOtll . layer width(D.2�P111S s uoi�ooi wwt� ���� uos�ooi��wwtn downslope dike width(G.2i); . t:::,..'••� .�>���,.: �.: . : . `••` 9. S ft+ /o ft+ /9.7 ft= �9.2 feet � :;:� .. ..;<.. . ; >:::t::_� ;<:: v. \tih:. '"�i�:.�iTT, • �� • .i'�.�:�'.,�r,..J.,.�n,'. :• .f�ry}; iC. TOt�IriOl1I1CI iP.T1�11S tZ18 S �oow�s�oo�w�utn, �:,;>,:'<,;<4:�•:.` s::s.:: ?:::.,�.:. �.ti.4:i..•.r:. ��4. t��� k.,• Sp� ' �;.. �y:,.. �y.,;y;•'.li• ''i': .<•Y: ;fc%i:ti x.•r..2 �+ fi< : •rr�.�� 'C< .:?t . upslope dike width(G.2e),plus rock layer :,.>: <:<>.<:�� �. ::-�.��<�: ,; . � :� ::.:.:��,.>,.. ; ,.� :�:::;::. . .t:; ♦:':Ftii. � •: :S� 1,,,�,, � . length(D.3)plus upslope dike width(G.2e): >��:;t.. ` .�"``:: �" . :; �'1� ���;,. ::..f !�s . s ft+ 6?�S ft+ 9. S ft= �B .5 fe �� •?:ix:a .. ,..,:, : ::;:;.:: . .. <;.<,;:..... :.., .. ... ................::...•..... ...:... ��� ��/� l (�� � ��� � �I�� ���� Tot�I L�npt� ac� u sa �� �i r.i �:i u PxiPe �� �a �a , ��p 0 �O LO �,0 l0 tA �0 �0 �,0 M fA �A . 1 7.a L17 i�i i3t 7if tfl � 4ti i.fi �f1 7A1 t �a� u� ssi t.0 s.0 i.o s.�o asr s�s �u s.ao 3 3�0 � S.Y 732 i.�i 27i 3�7 {�S i.� A7� �.{i � �.�1 L7i L1f 7.K 1J2 2Y S.LS {.17 LM SAi �.Oi � S 7Si � L� �A 107! 261 3.�i � .�.it 6.19 ST 6 �.fi 71� !3� 12W 25� /� i.1i W �.q 6A1 7 1� 7.ii IOi� li?J 2.Y � l.70 t33 �.70 i.0 { �.if fJ� tif llf� 15l1 i�t 3Sf �{i I.N �.N 9 �11 i�5 �.p 1101 1i92 iti 29� 3Ai 110 L70 �fi 10 �1 �O lOD 15A0 1i33 2S1 7.K 731 3.7f L12 �.N 11 �.Y 71� 11d1 17fi �O.Ii 7�i 7.7� i.i� 1.�1 �'� � �: sa �.p ttso ttu un ist t�o s.�: �.a s.� �ar ' PR�SSL_m_�DIS'�z_IBt�ON YSTEM � �F��T�� � A PERFORA7ED LATEWIL wou cov.r � 1. Select number of perforated laterals 3 T.�.� j ;;�r';:.�:...... . .....:r•;.�;:a.•�• r,;: ' �qy�N GwNttllt FoOrk(at bu ar, .��anp SaM taYv :Yrci�loyr of Mp ar drcr wwN 2. Select oration s acin .�• O fee� ''�� - �:'����•��*� P� P 8=--� ' ����Horhouauy c 3. Since perforations should not be placed closer than 1 ft.to ������d Req � .� o��;;a°Edqi the edge of the rock layer(see diagram),subtract 2 ft.from ' � '�•� � �" ' ��,,,;;�;;•,.�,�.,., the rock layer length. .` �"°•5ane�•y �°"�•°'`°�"� � ��j��-7 i�t.= o.S fee� ���� r.�.a,s���.� e.ex.�«�n,s,.,�,y., 4., Dete;mine the number of spaces between perforations. ��,� Divide the length above by perforation spacing and round � a.�,.� - � down to nearest whole number. � � � �"� �"� 1.Oa 0.56 0.74 Length perF spacing=�•S ft.+ 3 ft. __� spaces 2.Ob 0.80 1.04 (3) (2) �.vx�:���r�wy� 5. Number of perforations is equal to one plus the number of b.Use fa all otha a�;qa� perforation spaces. Z� spaces+1 = 2/ perforations/lateral Mlate�i-al�tonuar ulnteeQ 109G dis�chaerforations pe Sa rge variation Perfocation 6. Multiply p�rrforations per lateral by number of laterals to 5���g 13; � 2 � get total numb�of perforations. . � . 2.5 14 18 . .28 - .� x 2/ �3 erforations. � �" 13 � 26 - '"`�' �`""� P 3.3 12 16 25 7. Determine required flow rate by multiplying 4.0 11 15 23 number of perforations by flow per perforation 5.0 1� 14 � � X��= y7�m. •��.T �a.��.�►�M.ti. � 8. If laterals are connected to header pipe as shown on upper "` example,to select minimum required lateral diameter;enter ���" table with perforation spacing and number of perforations ,,.•��''� "�"` per lateral. Select minimum diameter for ��"`"'� ' perforated 1�►teral= 2 inches. , �������� .�,,.�.....,�.....�.o �wwNrw wMs.� /�'f� 9. If perforated latesal sy�tsac►is attachad to manifold pips n�as ��'''� "' "'�� the center,ld�ver diagraat,perfo�ated lateral length and .•.�,•,,�..,.• . ' number of perforations per lateral will be approxintately one ••� half of that in step 8. Using these values,select minimum ,... ,, .- diameter for perforated lateral= inches. ,o•'"���. „ �'''" . . . , . . • , . . , • F-17 � g���-F�'►0N PROCEDimF ElO PERFORATbl1 OF A PERfORATED LATERAL A. Determine pnmp capadty; Gravity Distributioa , `""�"" l. Minimum suggested is 6pp gallons per hour(10 gpm>to stay ahead of .�,..;.. ..T� . e . VVa�c� u$e��• . . :, ����,� � j';tpr N GNMnIM faMb(r Isr- .� � wu����ewwM 2. MdXiII11lII1 SU b8d fOT C��V �..���5�y,••�....•� 88� ery to a drop box of�home system is 2,700 .«+..��.ad,..,,.,„�.,,, gallons per hour(45 gp�to prevent build-up of pressure in dro.p box. ,�;� �� `"`•°°���� Pressure Dittibution �:: .:.. •... 3.a. Select number of perforatied laterals 3 �� ,`�'`""" ��~�N b: Select perfora6on spacing a_ e fee� � �,...,.�.,,,�„�,,, c. Su��s�t 2 ft irom the roslc layer length. ''""""'`"'°'°"' �-2 fG= a•.5 feet d. Deterniine the number of spaees bet�veen perforations. e. LO �8� P� cing:6�.s fG+�ft.a�spaces � spaces+1= Z _I perforatioas/lateral ��10 s��,wc�(�,Te f. Muldply perforations per lateral t� number of laterals to �� g. get to��yumber��orations. ,,�� x L�� 6 3 perforations. H�j �2"p'' �i�•� '�a,* x�7'�:t' S��P��A� � 1.Oa 0.56 0.74 . -�--gp�' 2.Ob 0.80 1.04 . B.Determine head requirements l• Elevatioa►difference between pump and point of discharge, a.Use for single family homes .�,_feet b.Use for all other applications � 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity system,zem. �_,feet 3. Frictio�loss a. Enter friction loss table with gpm and pipe diameter. �p�L,a,�ch Read friction loss in feet per�100 feet from table. � � -, F.L a .�.36 ft/100 ft of pipe Poinc of Discharge b. Dete�mine total pipe length from pump to discharge T point, Add 2S peroent to pipe length for fitting Elevatio�t Diffurncel loss,or use a�itdng loss chart. Equivalent pipe p length-1.25 timespipe leagth= • . �S x 1.25= 8'� feet F-I8b ' ' c. Calculate total friction loss by multiplying � � � -. ls ir�cf, 20�nch 3.o inca� . , hic�tion loss in ft/100 h by equivalent pipe length. . . �` �"`�°"'°"°'10°n°�P�P' Total friction loss= �S� x T I +100:_ 2_9 feet l0 0.69 0.20 4. Total head required is the sum of elevation difference, 12 0.96 0.28 �special head requirements,and total friction loss, i6 1.� 0.48 � is 2.03 0.60 �_,} s ,F 2 .9 20 2.47 0.73 0.11 2S 3.73 1.11 0.16 �i� �2� (3c� 30 5.23 1S5 0.23 � 35 7.90 206 0.30 TOTAL HEAD �Y feet � 11.07 2,64 p,3g 45 14.73 3.28 0.48 �SO 3.99 OS8 C. Pump selection ss aa6 oao 6o s.6o o.� � • 1. A pump must be selected to deliver at least y? gpm ,(Step A)with at least �feet of total head(Step B). ' ' ' ' . ,tl ` � i � � � { � � a i � N i• r��� " �r. r� � � f � C1 i.l '1"�'A��`�`�"=-�` �......_�_,_,,,,�''-,� Y !, ._.. • .: �. � � ---..—, ,.�.�._,._.,. _ � , ._....,....._._ . ..... t ���f � 1� _ , ✓ � o ,,�c x ; ' �`' � �,F i ►� ' � _�� , �. , t � N W .. -xw' ^ R � �, � ��* f � ,� t,��,�.. —-_....r._ � �` � e►� �� },�c� ; b `t y.'a . � ` �►� �� �� � �. ...- � , ` i j� �•t _. � �11 `� ! `♦ t /p � � ' ; � ' \ ` � d , i D w� �► . � �, � < � � � 4 �` � o �� ; . y ., :,.� !u �� �,. x N � ti � ' � . � ti , ' ` � � /---�. ;�• "• , �'e M � � l ,i � 1 � � ` ` ` 1 \1 \�� ` � ` \ \� � ` � ` � X �X�� � o � 1 � �-,a�'�4 �'' � �� " � '�',�, 1 � i � a `�, � � �� � -; - � � � �- .�" -- � � � � � � ; ; \ � � � � , , 1 � , � , � ` �o� -�. � �,,..f ; __ i . . .,. - � ---.— —� � ,� T��'''l��. �3. • I � �ivrc.�.r � � o n� � � ! � - �, �' �/ �� `Q:�.�...--� • -� ���-,_...--- � I � i �/ i � ^---.–' o - I � ��oo� i� .-��i��� `��.��T_ � °' �� I i ����� ��'/ �� � � P`�� � �' . � � � ` ��� ,: ��--�.�� � �o� 1 1 ,� , ,� i I -- ��. /,�-�. �� � ' k J , `� �° //i � � �� ' �/ �/ ,�� � ��//^� „�; /// � ' 1 / / ,.— � \ 1� � � �� � . . i �It - - - - - - - - - .� �,�� r � / ; �11 �'� � . � / �-- �� � 's � j , �.. . �� ,� � .. ,��.� � r� , i �.a,o,,, -����/, .��/�...,��_ .`'', ��, � (�� � 1 �._._.__.. �%,r. �� .� _.— ��,� � � � 11 ��� � � � � '� "'� ..--rr /� / � /� ���•\ \ ��' � � � '� I�( / , ,,,����� / I ► a ; 1 � �-----__._� ;� ,,� , , �r � I 1 ,� I I � J . , � �a►,._.�.�;-.�.. � :�` J� / � � i� Iii m � rl "'t � r�,,�^ �/�i y � ' ; �/� / /// � �� � I I� CD �' � .�� ,/� ' f � /� / / � I � 1` ' � . • • • � / •--— ,/ /� ...�� J� I� � — � � .� � � l� I ( ( _ .• %� /� o • �t �ti� �� '' �-� ' �'l•""�� % ��`� �/'/� �o I � �" � �. I � r.J'� j� % ��/%�� �� �1� o�f �,�� � '� „l) � • r^�..��"r���� P � / ///�// /��' I // /11 ' . � � � / / � �': . � r '�'`'�� , �s� � yf ��''/. ,� � ,� � �� �/ I , ,.. ,. :.: . .. . .,...�:;�.„�,;,�.���:,�«.���,.��. . - - Lot� ot Soil lbrint.s 8-18 i,��ation or Pr��e�ct Df,���p,f . �j�`j �a � Hor in�s made bY ,��L F�i_ �+/.�r,E ,V . � �—���_ •.�.,.,.�T_d G GI4'i♦ /r�'il , DiC! ��'/� �"�r' Classification System: AASHA ,; USAA-SCS �; Uoified _; other Auver uR�d (check two) : Haad . or Power ; . T .?S F11Rht ____� or Bucket �C , other � ��T������������i �epth. Aorinp: nu�her S�� DPpth. Rorino number .S�'�2 i n '_'_' _, °ecc Surf.ace elevation feet Surface elevation r) " --�--------���_ A „". �•� ,ti !.',i�• ff.:�l�.<' CD�f�tl !`- 1 --- . 1 — ' r „ ' ` � /•. ? — '�`�'� %�. ►� GR.t; g�'.c� ��.r- ; o;;,: � —• . i - � - �� .�: -. � --- - � � � � � � � ����„ 3 ___ � . . ; G/'�f• �:<, ; ._ _.�- - � ;, 4 r �i — � — � � 5 '-- ; , s � -.-" 6 ._._ , , —� � _ `� d -- ----�.�_ �_ � �nd of boring at � :, � , �"� � = ...,._.._.,_.__ fect. End oi borin� at-�_�� t�est. ;.:;� i Standing vater table: StandirR vatsr tib1�: � • E�resent at �� gRet oi depth. P=essAt �t �� t��� Q� d�ptb, � hovrs attes boriAR. Z t�/ ; �, houxa aft�r�''bo�#itAt. _ � .. !:nc preseat in borinF hale �� , • Not preseat: lA borin� hol�,,,,��,' �:;;:tled soil : • 1�lottled soil: � C��erved at �/d;, f�et of depth. nbssrvsd st . -„�,� �e�t o� deRt�. ':� c �re�ent !n bori�p hale -_�...�.� liot pz�seat !n b�oYis�R' hol�s ,,,_��, • .-� rvaci�ns and coameats: Obscrvatioas �ad caa�sats; . . 1.ost� of BoiY �Iorinv:s 8-18 T.�ratiott or Pr�yRct /�i�� s //��jf �D �� Bor inR� made by __r'i��_,�_ f;rw.-� .�J�r,� Git�,r�.�� -' � Datt �/"/3 8 S '-- . .�.. Clasaificatlor Systetn: MSt1A �; USAA-SCS �; Uniiled _„�; other AuveY uRcd (checY. two) : Hand �!, os Power _,; PliRbt �. or Bucket ,�; other __ ---•-----_.�..._.___�_...____..,. Depth. � Bor1nR t�ucher � �.3 UPpth, Aorin� numher in �`` i� ---- ---- ... .,,. feet SurfAce� elevation Surface el�vatSon teet r) ..._ �_�_.�_..� A . -----�-,._.,_._,___.._ �!:Ai t" . D,{/►l 1 -_ 1 � • � ,. ��;,��, ,,. .� - t�.'f�+: � ,. � � — i 3 --- � 4 — ' � :.►.: ! W��.� ,v ('C�rr LO�l�'' 4 — � 5 � � S .�. � —' 6 ._. . , _ � � R — a � � _ � _ _ . _._ _. - End of bosin� at G�: �. O : - ;:.�.. , _ _.�_ ` tsst. . ` Ead o� borinR` at f�ot. \A � � S tandio� MateT C�lt:� . .: .. _ - ` . . StaadiAR vatsr�:.tablss ��' Rresent at ,,.�„ r�,, ��et of dep�:�, Pxes�t at R;��. -„ Iy .. .7 , : ,.� ,_...�...,. f�st pt R11tP�h, , T � if CQ! `b01�'ZnR i', � ,� _ �.� ,_ � « . . ` t- ,�, �* z�=� ��`�*a��i�.114+ll. . . Y�c pte�tt i� ba�it�e_bole „_,;,,....�.+ No4 prtsso� ia, borin� le � ` ���2 r. ri � r . . �� ��!• � . ,2...'�` � ;��'� �.#`. � �A� d r. �. ".ottled��i011: �!� ` Mottlld iQ1ls t ,. ";�� � obs�rwa �c 3.�,�`'-t�c of;,.es c1��� �� ` � ���_�. . �. : -�. `� ----,...�.r— F . t�basrvsd at :"��, fa�t ..oE dspth. � r;a t rtea�eut ia bp�1� hole �_� Not Pr�sei►t" !n<bori:tR� tsa►ls �_ . . c,�s�rvaCi.oaa aa�d �jow��ata: Obsesvatioas aad ��ts; . r.�:. r,v 1�r 1 u c�t i o� ,' '/� ;r i.G',i ,•'i�i;�`/�/ f0� — _._._ 8olt a�btt �.te ie�t bcle va� prepared y/3-�r'S" � p�ptb of bole bottom��. Diameter ot ho1e� �_ loches. ��tics. So21 dat• .from tesc bole: � Soil t�tuse Depth. inches _'--'�. "�_---� _____ Ot �crAir/ , ,-....,.�.. , 'te��iod of �crat�};nR s:devall `_ "—" � Ai�-� Y �=;�:h of ?ea-sl:ed gravel Sa botto� of hole, �- iaches. V. -��: e i-C r�cur of =r.i:ia1 �8ter f�:lia� _ 'y/.�•-s'Sr c-� —__,__.S�o i''�7, �a��f•:h c: i::i;i,,i vater fillirg� �� inch�s ibovs hole bottoa. �: :`►a� Lsfd to �aints:n at lea�t 12 iaches of vatez depth ia bole for at least � t�ourt '/ rrrrolstior. teit s�a�ings aade by �/�,�n/,i . �� �� � _ �,_,y _�s , _ or �tartZng at 4 Maximua vater depth abovf hole tistt�� cr,:t� .�. • c�r=aE :ezL . �.�-- Snchts. � , , � �� + ' '�'e ' Percolat ion �=�r i :r�tet�•ol � : !lea6u:emen: � � Dro in vater ' �nutes i iachea A rate, Ae�,a:ks � level� inches mtautes per _ � � 1Ach _____.. � . � - � � � � / ; , / _ / . .� • � / � . � � �-� ! ,� � 3 C�. . .? , 3 ! ,�3 _ ,,,,,_ �.�_ , � r�w-------� , re rcalation i�ti" • _ ��. f ' �!lWt�• ►aT 1�c11. ..,._.,..... �� � •� Tcs� taole location_��,�,�f /��i�� /� Dcle a�bcr,��� Date te�t hole va� rs ased �! p p . Dtptb ot bole bottom.__ iaches. Dia�eter of hole, __ inche�. Soil data .fsoID te�t bole: Depth� laches So11 tsstust —�.S:� "� �D _ ��LI G �O R /yf ��J � �� _ p�Os�/J C�w.s/ �4a1 yethod of sct;tcr:nq c:dewall �t�:h of ;,ea—si:ed gravel ia bottoW of hole, ircbec. . �ete �::� hc•.;z cf :r.�::i21 ::ater f{;?ia� :�E�:h c° i-:i::a1 �ater fillir,g, inchet tbove hole botto�. ~� :;�� �sEd to �ai�ta:.n at 1�Est 12 inches of vater depth ia hole for at leact L fiG�:?b ?ercolatior� trst rEe�ings rrade by o� cterttng at a:m: . Maximum vater depth above bole bot (da:�) �uz:n� :est � iaches. � "IDe � j Percolation ::y� i :r.tenal � ' ?leas�rem�nt , � Drop in w:ter zate� Aemarks ' "w.r.utes i laches level, inches miautei per � � inch •�/�� ) . ► i .,. , � �-'' , � ' 3 � �' ' 3 � . _ " • •� / ,,,_ 3 / '�', '' , i � , / . �� �- , lsYcol�tion ��►t� • _., ...... _:!��� ,._ s.. . ...4 ����s� �� �s�h. ` Test Aole location_ /�� �iv,s' .��� �p� �lt au�� � Dats te�t holc va� pr�parad � . Deptb ot bole � . _��,�, �ches. Diaoetes of Aole. inches. Soil dat• .from t��t DeDth� inche• Soil� tsstuss �"' - ,�; --- �c/'� /o+�r.�e �'�' - /:�' _, �- _ �/.�� 6���r.� �/,.� i ,,.___.. -•�- Me:ho� of sc:atct:nq c:dewall �_?:'� oi ;,ea-si:ed gravel ia botto� of hole, � _ incha�. -��:e �-� hcur cf =r:i:ia? Mater fi;?iag �G;�=� c� i^1:SaI «rater fillin B� inche� above hol� bottom. �� :`►�� used to r.aint�:n at least 12 inches of vater depth iz hole foz at leatt � 't-�c,u:s :erce.azior. test rta:tngs a.ade by � '--------- - oa ctaztiag at �;m; . M�cim�:m vater depth above bole bott ���_�) � "'.^.� :est iaches. -�• - . � �� ---_.._._. - ' `�e ' � Percolation -="�� � �nt��•sl . ' *lea6uzemzr,t , • Drop ia vateT rate, Hema:k� ' �.nutes i i�ches level� inches minutee per � iach /' � ---_ / •� i �/ � � ' l � , ' ♦ ... j � � , . C'. .,.. . ' i i / E � Tsrcolacion s�t• • w�_����.�... at�utas �ss iae�. :er c �oYe locaxion .i�1��li�r /`�;/p��� "-Date'•te�t h�le wa• � 1�Ie au�bR= • pr�parad Deptb ot Aols Dottom. niameces of hole. inches. � ---.._ ��hes. .�� Soil data .from te�t bo2�: ' Depth. lacbe• Soil� tsstusa D — in -----� ,���c /�.� � ''/� d �. Q� ��a Methad of sczatc}::nR s:devall ���:h or �ea-si:ed grAve2 i� bottom of hcle, ir�chea. -'�:e a'� r�c�r af iritial water f±:?i;yg � �t�:'� c° i::i:ia3 :•ater fil]ir.g, inche� abovs hol� bottom. •'•� �'�o� �sed to :alatain ac least 12 iaches af watsr deptb ia hole for at least � r�GuTi rerco�atior. test s�a�ings �de by OA atarting at a•ID• �da:t) ----------p,m, • ��'m wates deptb sbove hole battc =��::�F :est . inches. � :�B i � Percolatian '="� � �r.te:zal, :' *iearuremer.: . � Drop in vste: rate . � �rutes i iaches ' ae�a.k5 , level� i�ches miautei pez � iach � /� c . � � �.• / _ , j • �• , � 3 3 � • f _ , ,L' r . '- ; ,.. � !�' ----..__ • , � � � - �� �� ��_� ,K � s.;,.�- � ..x�-` �;', M. :. w._ r � , . ':, � > . I .. , _ i ; . t' ,'� . .. , x�, �s .�: .. � � i ,�� - e. �t rt stclatiOn l�t�s � ��• ,ir"i�_ fi�►vt�� .i1�cb. t �...... �,... W NT — --� T�sc. bole locatioa_ /v�i��.f ,/��j-�� �� �l� nu�ber � Date te�t bale vss prspastd D�pt6 of bols botto�,�_ i��h�s, . Diameter ot hole. __ lache�. Soil dat: .from tsst bole: Depth. inches Soil tsztuse � .I _._ /�e?� ,Q �• �—..__...� , ' YJ/t�Ls//! f'/�3 y ` ��� — � '�' "'�"�^��- �� .�..�..� Method of scratct.tnR s:dewall �r�th of pes-fi:ed gravel i� bottoz of hole, in�bes. • ;�str saC hcLr at :nisisl �:iter f:12ia� �e?:A c: initt�l vates iilliag� inches abovs hol� bottom. !7c:ho� us�d �ro �aiata:r at lea:t 12 inches of va.er deptb ia boie fos at least � hours ?ercolatio� test sta�ln�s taade by . On startiag at �'ID' . Ms�cim�sm vater dsptb above bola bot� tdi:!) .ID. ��t,n� :sst , inch�s. � "�� ! j Pszcolation 7:ar,� i :nten•al, ! Heasuzement . • Drop in w:ter rite. Hemazks � !4:nuLes � iaches level, inches miautss per � � iacb . + r /: 'f/ � S / . '7 ' � � , ,,. 1 .s' l ' �►' ... / 0 . •� • � � v,�- � ,, .�, � � �� , . ::: �� � .. � . � nd.S��,�. . . . . ... . .. .. � � . . .. . - J. . . . . . . . _ .. . '�M�. ,�`�.,. �` � � . .. . . . .. . .. , . . F`.. . . `. � . . . . � . . . . . .���. `:Si; . . . . . .. . �q�.. . . . , ., . . . ', . . . � � . .. - . .v......, �.: �„,... ., � �� � .. ��.. .. . . . ,... .es y . ,.n;- . .. .... . ..,. . � .. . - i . . ,:�. .. . �. .� . .. . . �':rcol.�tloe� sat• • �tl � �tt��st+�• �� :��.�5 ...�..� �..�.�,. I�st�,�►ol� locatio� -.. �� � S' oiT� •(v� �ole /� -----.--_.._ s�bsr � D•cs ts�t bole va• �t�passd . Deptb ot Dole botto�.__ inthe�. Diaostes ot hols, inche�. Soil data �troo tast Der�h, lochea Soll tettuse � ' ' _ ���/� � s.r`y�.. -- � ^�� D/.�v e . � / vr �` Kt:hod of sc:atcr:nq sSdevall �=::'� or rea-�i:ed gravel ia botto� of hole. _ lacb�c. ��:e �-a r,c�.:z tf =::i:ia1 �ater f�:2iag -'t:�''� �` i"j::�I vater filllr.g, inches sbove holt bottom. "•� �:��� ::sEd ta rai�tsin at least 12 inches of vater deptb in bole for at IeasL � ��c�zs rercolatior. te�tt r�a�:ags a,ade by on ctazting at ••ID• r�a•�} .m, • Maxlmum vater ds�th above hole bottoi c.;r:a� :est . inthts. � � ��e ' ! Pezcolation :=yt � :r.ten•sl , � Mla6vTCIDB;.t � ' Drop ia water tate� aea�a:ks ; !:.nutes i ia:hes level, inches miauLec �er - � iach .`�Z ° 30 3 • . /; 1- , 3 .. � . � � ... �� . � � -� � b s , 3 : 3 2 _ , � --- -_ 4 :�. ° � . . � � ., a � Y�y:f��" ��' . f . . . . � k�a U , . ., x < , _ _ '.. � .a. ;� . ;.e� , y,�� h.� . � �k -� � � � � � +. � ` �, �_ , „t � : � h.��� �R� : � � �_ � � -� z� � x�-, , g,�.; ., _. . ��: � < 'c. � ��r < X �� i �;:.. , . .. .. . ,� � ... ,4 a�,� .. . � .x `, . .:� . �. ., , ,,. ' ' ,.: :. 4-�:,, � . ...' � � � ,�;.,.::.�. .,�,.�. . . . . . . ;..' .:«:.. ; . : .. " . . -� . `'�` , ... ;:$a- .. ��'���`�O� ���• • . ,.. . . :'�� a . . . ::... ..'r , .F'... .. ' .. � .. l:. ... � . .:. ,i •. �. ,�, � ., , . : _ �nM�.�� �" � ATE TIME CITY OF ORONO CALLED IN 3� " INSPECTION NOTICE u� SCHEDULED 9 �=3r� PERMIT NO. ` � COMPLETED ���� ADDRESS OWNER CONTR. TELEPHONE NO. � DESCRIPTION .��17��••� lt� 01FOOTING 11 HANICALRI 16WELLTESTPUMP � 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING H Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANt3S Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET(fURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO—FINAL 27 SEPTIC 21 COMPLAINT = 09 PLUMBING RI 1 EPTIC INSTALL. 22 FOLLOW-UP J 10 PLUMBING FINAL 23 S Q OWNERICONTRACTOR TO MEET YOU:_YES_NO 2 � ��„ COMMENTS: "� o� W � a j O � � O � W � Q -+ � 2 W � W � � d RK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CEEiTIFiCATE OF OCCUPANCY W O ❑CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance.47�73�J7 OwnerlContractor o it Inspector. ,.r , White CopyMspector's File Canary CopylSite No�iCe . � ATE TIME CITY OF ORONO CALLEO IN Q INSPECTION NOTICE SCHEDULED . '�a PERMIT NO. � COMPLETED /) ADDRESS � � • OWNER CONTR. TELEPHONE NO. '�7l—�l,l � DESCRIPTION iCG�1�-Lr����� � 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADING/FILLING y 031NSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO—FINAL 27 SEPTI 21 COMPLAINT = 09 PLUMBING RI SEPTIC INSTALL. 22 FOLLOW-UP J 10 PLUMBING FINAL � OWNERICONTRACTOR TO MEET YOU: YES_N �� � y COMMENTS: � °` —1.' � , a � J O � �r J � � �� W �� — ,__ Q � Z W � W � � d �WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE w � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPOFARY 0 BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUiRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 t�ours in advance.473-7357 OwnerlContractor on i : Inspector. White Copyllnspector's Flle Canary Copy/Site Notice � DA�_ , TI� CITY OF ORONO CALLED IN � INSPECTION NOTICE / SCHEDULED � Q�m � PERMIT NO. t C ETE ADDRESS � OWNER CONTR. TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING y 031NSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORENHETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI 15 L. 22 FOLLOW-UP � 10 PLUMBING FINAL SEPTI NAL � OWNERICONTRACTOR TO MEEi YOU: _NO y COMMENTS: '� � W � C j ".� O >• �„ � O �,, W � Q �— � 2 � � W � � � � � d ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE W � �CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WOflK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERiNG PERMANENT ❑CORRECTUNSAFECONDITIONWITHW HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the n xt i spection 24 hours in advance.473-7357 Owner/Contractor inspector. Whlte Copy/lnspector's File i Canary CopylSite Notice