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Home My WebLink About1995-007015 - replacement system s PERMIT � �.�Y �� C�RONO PERMIT TYPE: 2750 KeIIeFF�`ark ay- P.O. Box 66 - _ `= "' _-� ��-'+`�-� � =R Crystal Bay, Minnesota 55323 PermitNumber: __=,:'r.`,'',�;�� (612)473-7357 Date Issued: - SITE ADDRESS: , ' _ _�� ._ . :�� , . . � . . ;: . _.. - DESCRIPTION: _ _ -:; -,: : .:.:�._ - --E� ,..=-: . ,....:�.:�:.. - — — . ._._. ._... :i,_._. ._... . . _. . _. . �.i�: _ :•;t�.'.i" _. t.J:�;,�.:.�i� . __.��i f�'f� ��`i i��.� E�._�'R� � .. E T _ 'Y��__ .�.?.. _,,�. - -�t`�s�-�. ... ;�c��.._�. F�`-'_. . .. E 4[:+t�„ ',`Y`_, _._�.��:`_. ... i 3I33uGt�4 � €��/�,'y�nf�' 1i=�.th - f Z:.r11�'ifVil � i tLf.L 'V t {iLIY •a�l/ ;��;;�� n t-��.�� ;��CiI��—;��i Yt�f ��,�1�4 Gi�'.t �4vI Tt��=.i� ��,r�,�,r�5 REMARKS: FEE SUMMARY: _�. _ _ . _._ . ._ ��:'� . _ _ _;��. —`��:..:_, _ -------_ = --:.__.._. ��_�t_:� . __��. .- - ,,_ CD.I�JTRAC�OR _ ,:-.,,; Q1NAt�R - - . .. _ . . , �: r.- �. . :.t-.t t:_ t t � f ,t,; , � _ ....-� _ , - - _ _ . , � .._.._.._ � _ ;;f:_' _ . . _ .:. _ -�i;" .�?'�,�'::- :_•; ; : _ _ ._ _. _ _ _ _ . _ �� .. --�_ _�;._._ E'`. . _. _ _..._:. _ _;��, - ��t:;� _.:,-�'�';. -;�,- - : - - - , _._ , :__ . . _ .�. .�.�_.. ;..� _,�°��,., t-€�:��'�:� �,��:1��= .. � :: . _... ..;.� .�:_��,:r..i� 7'�� C��''��w.� T�L. �� x�:t��'a�; �_ , . . ��r _,_ � __ ° � �c��a �-s�_� �. �`_ _i3'�;IE(:� �t�i� ��_� t�_r �¢� €�E..E_ �l��h4�:: It� �y��'" �',=��1�=`#I�it�1c;..�' �I�'� ��.. �::I T� �� r�;:�.��€�r :#F:�I�;#�;:�`�� t�=_� °M:T�T�' �:��' t°i��:�;gi`�`�; �,;t i i��i s�� ;��f��:j� �;�;:�t#I��t��?`,T'��. �� ^--�� AP ICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE � '" . . +� �� c�� CITY OF ORONO SEP'TICSYSTEMPERM�rAPPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, I1�IN 55323 , .. �, - . ,�., �� v 2 a ��5 JOB SITE ADDRFSS: y I g S ��- �v� Occupancy Type: Residential � Cominercial Other Permit Type: New or Replacement System, $100.00 � Repair Existing System, $ 50.00 0.50 State surcharge added to above fees *See f�e schedule f�r non-residential permit fees Owner's Name: �f��l.z. �I�od.sor� PhoneNuruber: Mailing Address: / .� '``�✓�- City:�� ,Cr;, � 7ip: Contractor's Name: ' �,• ' v�r. PhoneN ber: �/(p� -� ��7 Mailing Address• �IS�Sr //0'``'�� -s City: t. tiP� SS"��:� DO NOT MA,IL PAI'I�iENT WITH THIS APPLICATION GEIV�RAI, 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 Ciry 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 Sy'stem AoDT_'Oval" 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 c,overing. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt coritent), 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) cornponents are functional and comply with codes. 5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24- hour ❑otice is required for all inspections. � � �-� - 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 install' g the following: �J�,�;,�e A. Tanks: �recast Concrete _ Other Manufacturer �,�j;•% Tank Capacities: 1) �000 gal. 2) �OGbgal. 3) `�OQ gal. B. Pump Station (if required) � Pump make & model �� (attac pump curve & literature); system desig rn equires �_ gpm at feet of head. Iiig� water alarm make & rnod.�1 Jutside electrical work to be completed by installer electrician other Inside electrical work must be completed by electrician. C. Treatrnent System: Trenches: s.f. �� Mound �X � Depth of rock below pipe Rock bed dunensions� � Drop Boxes Sand bed dimensions 'x .�" ' Distribution Box Pressure Dist. Pipe Diam. 'Z " Maniford Pipe Diam. _�" 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 M' sota a certifies that all statements made on this application are complete, true and corr ct. ` �� ,�, ��,�y��• SignatureofApplicant: Date: S �/J MPCA Certification No.: ��eg � �S i�0 -C � � / .�,�, : �s `Y� 4� �� c��.� 1�1��.n�.iv n.-�`G�c�C Staff Review: App val � Denial �j y� �r�v�`�� . . � Reviewer: Date• '� —� T-- Reasc�n for Denial- , � . 1 ♦F� ♦ � �:Y . " �-. ,. �� "`�1� CITY OF ORONQ ,�o��A �, .y� ._ ; �' '� V �'�� ._ SEP�IC SYSTE�I APPROVA.L o • y � :�. ��pC�� -.4 �1��{��,l�'``, ��F'El +�� i� O� �� 1j.,}'��, �'.. �j�rI�`- �`• S,� '� ,� W NT11711C1�Q�ICCS v,^ �� );`j�`�ji'y �,a_ .. P�r.�t Office Boz 66 .��.��;� �l`�� . Crysta!Bay,Miru�esota 55323-00G6 � � � ��tES H�� LOCATION: 4185 Sixth Ave . N. Steve Jacobson O`VN�R: — GENERAL CONTRACTOR: SEPTIC CUNTRACTOR: SITT� EV�I.LUATOR: Don ' s Backhoe & Exc. I�EpORT DATE: May 19, 1995 'I'he City of Orono has Approved your on-site system design as of May 26, 199 5 (approved-disapproved) (date) witlt tlie following conullents: A minimum 10 ' setback is required from the mound to the driveway and garage (A 10 ' variance is granted) . A 700 gallon pump tank will be allowed if a reserve cap�city of 750 o:E the dai_ly flo�a is provid�d (75°0 of 300gpd = 225 gallons} . "I'H1S IS NOT A PLRIvIIT. `I�l�is is a design approval Form `vl�ich ci�ust accompaity the site plau. A permit cnust be issued to a liccnsed sepcic contractor prior to installation. A list of currently licens�d septic coiitractars is CI1Ca0SCC�. NOTICE TO INSTALLERS: Aiiy clianges to tlie approved plai�s and specs tnust liave prior approval of tl�e Inspcctor (473-7357). Call for inspectiolis 24 hours iu advance. ALL DRAINrIELD ARCAS I��ILIST BE FLNCEll OFr prior to building site excavation and fencing must retnain in place until final site grading. Approval to pour footin�s will not be granted until the Inspections llepactn�ent has verified that primary and alteriiace sites are adequately protected. NO VEI-IICULAR TRAFFIC OF ANY KIND (cars, trucks, earth tnoving equipment, etc.) is allo�ved withii�►2U' of tested drainField sites either before or after system construction. Coii�paction of these areas could render them unusable proliibi[ing the timely comp(etion and or li►niting tlie long term use of tlie property. A site copy will be available at the City Offices fo�� the septic contractor. CITY OF ORUNO By �l ��Ill-----`� Steplien W c nan, On-site Systems Manager TTsLL'I'IIONL'—473-7357 •rAX-473-0510 � �� . ,. . , . i -__ _-- ._-- ----"�� -- -- ; � y1\J �� r� �� ►�� '.JiLDINt� iT PL R� � \,� �►fRPECTOR . ` n � a7ATE __�� - `�£� �� PERMIT Np, v�� .; APPRO`,-vJ AS 3�UBMiTTED � %'( APP�OVED WtTH CORRECTIONS AS NOTEp � � � � NOl ApPROVED - CORRECT & RESUBMIT � � `e�e comments are for your informa4ion. All work sh�ii I�e ,,� � � � �e�� compliance wit; alf epp►)��pl� b,�lldi _ ( 'w�snts incit, ,� � d� ZORIt�K �odC . itenrs not spect}icaity noted in thts -�.,,r �� },;c c i�t. <,( . :�.� i .:�:. �tT:: ,a1 ^!� r�MG�; �r � ~`, �. :- � � � � 41 , (;� � � `t' , --v .� , �� `' t •�.�:-.: .� �.. � I� "' y� � ' ' �� 1 , � j '',�� -�-- � ; I � '��►' ,. � I /. � � 1 �� , '� � � �� , �� i' �� , � � _� �, � � : �� - �^ .��. � , _ _ �Ic� � � �— , �: , ►r� , J� � �� , �. I fr I I __._-'- � ��\ I � "� 't� � p p�y � Co � � + � � 1. i � c;. W � 'j W 4' �` �. fi � ; � � --.�o ;� .,_'°� � o Q _ o� i Z �` � � �'-� � - 4,� ,. . , ,�4„.,��. . . t � 1 Y PERC�LATION TEST � MOUND Sl•'STEli�i DESIGN FOR SteveJacobson 4185 bth Ave Orono MN SITE SAME PREPARED BY: DON'S BACKHOE AND EXCAVATING 11585-110TH ST. COLOGNE ,l�iN 55322 (612)466-5959 M.P.C.A. CERTIFICATES #758 & #2368 May 19, 1995 . . , , . RE: Septic s_ystem design and percolations tests for: see cover pabe for site Orono IVIn Hennepin County We were retained by Mr. ,Idcobs�n to prcivide c:ritet'ia fo.r the desi�n ar�d i�stalldtion�f dn individual sanitary sewage treatment system to handle the sewage flow generated by water-use appliances within a single farnily dwelli�ig with 2 bedraoms(1 present and t possible future). PROCEDURE A total of four(4) soil percolation tests �vere performed on iv1ay 17, 1995 in areas to the south of the existing house. In addition , four(�) soil boring's 4vere drilled �vith a 2" i.d.x 3 l;�" o.d. Hand auger to check for the position oti the grc�und water tabie and to identiFy the underiying soil type;s. Lacation af tests and boring's are shown on the site plan. The percolation tests ih°er� performLd i�� accordance i��ith th� provisions of"Minnesota Follution Control Agency Rules and Standards Chapter 7U80". The percc�(ation test ho(es were driiled to a alternate mound de�tii of 12 inches with a 5" i.d. x G" o.d. auger. Two if�ches of pea gravei w�ere placed in the bottom of each hole to prevent scaring. Water«�as ther. added to the test holes and replenished as necessary, rnaintaining a saturation. After more than lb hours each holc �vas refll(ed to a 12-inch head of water over the bottom, and the percotation tests commenced. , . ` , � DESIGN REQUIREMENTS Considerin�;the soil data and minimum design requirements of the Septic System Qrdir�ance, our proposal is as fol}ows: Construct a Mound System based on an estimated water usage of 3Q0 gallons per day. 30U gpd= 300 sq. ft. bed area-miniEn�n because of the lack of a seconclary site. Design Size 1Q' x 3Q' rUck beci= 3U0 sq. ft. bed area with a do��--nsto�of 17", sideslop�:s of 13'. 2- 10U0 gal. tank l- 700 gal. pump ta.nk CONSTRUCTIQN PR4CEDUItE FOR A SEWAGE'TI2EATMEN'T 1VI4UlYD Soi! Surface pre.parati�:a A 2 inch discharge pipe frozn the pump to end of the mound area shall be tnstatled prior to soil surface preparation. If this supply line is less than 3.5 feet deep it must be insulated to the equivalent of 3.5 feet. The trench e�cavated to install the discharge pipe shall be carefuity backfilled and compacted to prevent seepage of ef�luent. The total area s�1�Gte� for the mc�unci, incltading thZt t�nci�r th�clike�, �h�til b� m��hen�� in orcl�r to thcr�ughly break up any existing sod iayers and ta �ravidc;a su;tah�c transition zanc between the original soil and the sand layer oF the mound. The area st�all be roug}�ened only wt�er� the moisture content of the soil 8 inches below the surFac�e. is drier than the ptastic ii�nit. The ptastic limit is the soil moisturc content bciow�vhich the soil may be manipulated for purposes of instalting a soii treatmeriE system, a►�u above which r��ani�uiatiori will cause cotn�iactiu�► and puddling. Surface preparation or scarification wil! he performed�vith a back-hoe bucket. There shall be no dead furraw in the mound construction area. Mound construction shatl proceed immediately after surface prepa.ration is completed. Every effort should be taken to prevent rain from falling on the prepared sof l surface. Constructiou RgaEerials&Distributio�af Efttuent A ciaat� was}�ril sa��d iayet��i�aii br pia�ed where t�►e �ater(rock bedj rnat��riat is tv be tocated. This sanc� la}�er i�rUst be 3t least �&-inches c�eep and sliazild be d�ep enuugh to level area for . . ` . mound. A tracted crawler tractor with a blade or bucket shall be used to move the sand into place. At least 6 inches oF sand shaii be kert under the tracks to minimize compacti�» c,f the scarifcd Iayc,. The sand layer upan which thc fih�,mate;ial ss piacc;� st�att be Iev�t frc�cn sicic ta side and end to enci. �nly clean sanci is t� be usec�. A deptl� of at least 9 inches of clean rock 1 1/4 inch diameter to 2 1/2 inches in diameter, shatt be ptaced on the sand layer priar to instatting the distribution pipe. Pressure Q�stributectn Effluent shall be distributed�ver the filter material by a 2 inc;h cii�rteter perfqr�ted pipe unaer pressurc;. Pertoration hates shat( be ii4 inch in diameter driE[c;d iti a straight lin�alang tii� Ieilgth of the pipe. Hole spacing shal} be 36 inches. Holes shall be drilled straight into the pipe and not at an �n�le. A �h�m driil sh�ll be used �ne� �ny bunrs in th� inside or otttsid� nf the �ipe �hali be remove:i. The pc;rfarated pipe laterals sha!! t�c instailec! icvcE with tltc �;rfaratians downwarc�. 1'he pert�rated pipe taterals shall be cannected to a 2 inch diatneter cj�anitofd pipe and sf�afl Isave their ends capp�d. The lat�rals shall be spaced no further th�n 4Q inches an c�nt�r and na further than 24 ii�clies feort� tfze ecige of fhe tilter ttlaterial. The manifold pipe shall be connected to the supply pipe from the pump. Tlie manifold shall be - s2o�ed to.��ard the �um�fQ�eotnptete drai�hack of effl�ent. Pumn �n� Catlectian Ta�k A pump shali he used to cieliver et�uent tQ the �naunc�. The pusn�shalt he cast iron c�r hr4rtze �tted with stainless steei screws or constructed ot'other wvE��e�, ciurable and cor�vsion-resistant materials. LacatiUn c�f pump tank and septic tank can be �ptional du� to the us� of a pressurized moacid. An alarm device shall be instalied to�varn of pump fai�ure. The dosing chamber will be sizec� for a minimum of 2 days of restricted use due to amaunt of daily use. Pum� Dischar�e The p��mp d�sch2r�e�apaczty is t�ase� on t_h_�perforati�n spacing ar�d �erfc�rat��n d�amcter. T[zi� system has individual IdteraZ lengti�s�f 28 feet; laterats wil! t�e at least [ If2 inch ��astic pipe with l�`4 inch perforations spaced 3fi-inet�es aparl. This size �nour�d wi[[ require 6.7b (;PM per 100 square feet of bed area. A 23 GP.M minimum pump discharge capacity is rec�uired. The pueii�disc;harge head sl�all be at least 5 feet greater tt�a« the t��ad r�quired to ovecce��t.� tt�c pipe . . friction loss and the elevation difference between the�ump and the perforated }atera}s of the pressure distrihution system, �vhich is minimum af(see�ump sh�et) 1�t - foot head. The quantity of ef�fuent delivered eaci� purn�cycle shauld t�e at ieast 95 gallons, EIUC IId IIIaS� than 7� gallons per cycle. 7'he a.t��.�unt �jt'ef i�t��rFi �i(yFli��.ei ��t�e,}'Cik', li�,�1t;',�ilj1 fl�f ()1� Sl}F I�CC: c`�fY.il flt�Elk'• ;�t��ri�ii��;t�tr►k a�►Ei the sct�ing c��thc �:�mp st�rt and stc��. A ceiatively lar�e pum�ing tank surtace area is nee�c� with a small pump out depti�. Ther�are s�veral pumpittg situations tttat catt b�u.�ec�v��ft�t this on-site sewag�treat.ntent sy�st�m. These situations should be in concurrence witit i►,c��utt�y C}re�f�iai�ce, iviPCA Rule 7t�SU,azYci the contr�ctor inst�llin�;th� �ystem I��spection Ni�e A vertical inspection pipc, at least 1 !/2 inches in diametcr to the battom shall bc installed in the roci: layer ot'tE�e �fie�unct. 'I'he tttS�SL'C�Jt3i1 i�lt(tk'. ��1�3�� E1� �f1ChC�(� �t i��l �t1E'�Q�j�Jt1S)�� Sl-f1�il �V{1t;f� {{it; sewage tank effluent enters the rock layer. The inspection pipe shall have 3/8 inc�, ��- (argcc, perforations spaced vertically no more than 6 inct�es a}aart. At least 2 perforatio�is shatt be lacated in the rc�ck layer. The inspection pipe shalt extenc!to the t��ttQm af the rQck layer��ith an etbow b�neath it and shall bc:c�ppr;c�tl��h with or abave the finist�ec��rad�_ MAINTENAI�CE Pumping of Septic Tanks. The owner af any individuat sewage tceatmeizt system must proE�rly clean the seE�ttc tank or tanks at least ance every two(2)years or sooner iFnecessark- in c�rder to prevent the sludge from reaching any �.x�iE�€closer t#�a�� j2„ t1�Elt3] �t)t; [�tEtlJil �f�t�;t E}ut�et E}af��e C)i�tE1� SE',11f�} Gi-11t�1 rEach�n�a point c�oser t�tan 3-inches al�ove the tfottom of the out(et baftle. Please nc�t� thdt thEs is required by Municipai Urciinances Drainate and finaE lanc�tscap� All sur��ce water,�must be ke�t a«•ay�from the moi�nd are�. A drainage�lan shnt�id L� coinpleted to ensure th��€sucfac€ fun-€�f��fFoin roczf and parkinb surfaces are cira�ne� away fr€�m the systein. To help the functioning of the n�out�d spste�n, it mitst be sac3tted ar seedec�. SlinibvunT can be planted around the base, but not on top of the mound. If sac�is rtt�i feastbie the mound are� sha4i be covered with kay and seeded as to prevent erosiart. A water meter can be instailee� tc� m�as�4re�11 w��ter�nte�is�g this system. NU"I'E : lf a chtorinated Hat tub is instalted in the hause t#�is must 6e da 1y ;Qnted and not �mQ� ir�±o the�egtis a�-gterr�. Chlorir�e tlo�s ki!! �ta�teria�n th�scptie tart�. Alsv, an}'SLISSS}:s pu�3z�s, ��c��ts, �,n•uur}d i��at�r; ��srater sc��'�er+�s-s, �:aF:�r�th�f�;�zr.-YSus;:��sv�t�� devices Enust not be cun intU the septic syS�f.'fll. TU C,�fl Sf3 YVF�� 4�c�i�i any anc�at1 �{tacranties. � GENERAL The contents of this site cva►uati�n ar�€�cleskgn rc�rt a►c tc��e a�pli��tc�t�e �rQperty� listc�, reprints for other applications anty w�itti the per�nission of Dvn's Sacn;;�z a,�� Ehea�-ating, �r�c... The soil conditions have heen estabtished at the test hole locations onlp�. There may be variations irt soil st�-aEig�a�liy E�c;tweert ariei atoujrd tEte l�c►t�;�r�s, �t;ci iriier�x►��tie>r� �r�d extrapolatiart of E�e res�lts is �ot warranted. Al� req;zirements of this design shall he fcttica�ved in c�rder f<ir ihe system tc� perfarm �r�tc► the designed eapabitities. Rk�FE�tENC'FS Home Sewage Treatmerit University af Ivlinnesata Agricult�re Ettensian Service llave Uustavso� Extension Engif�eer and City of Qrono Sy�t�m Qrciin�nGe and Minnesota Pollution Cantrol Ab�nc��Rules and Stanciards Chapier ?(18C1 If you shouid have questions ar nerd further i��formation, you can contact staff at the Citv uf �ro^� (Zoning) or me at yo�r cQnvenience. Sin erely;�., � �� Don's oe an �xcavating, Inc. MOUND DESIGN WORKSHEET � ' ' ; ' (For Flows up to 1200 gpd) . ' �. FLOW Estimated Sewage Fkrwt in(iallons�x da � (BPd) y Estimated �UO gpd (see pages D-7 or I-3,4,5) � um r or measured gpd x 1.5 = ��o�m� Typc I Typc II Type 111 �� 2 300 225 180 I3. SEPT`IC TANK LIQUID VOLUMES 3 450 3ao Z�a � 4 G00 375 25G �� - /OD O gallons (see pages C-3 or C-5) s �so 4so 2� ,e /� �� 6 900 525 332 T�Q�. ( '� 7�C�L M . rii�, 7 1050 G00 370 u� S 1200 G75 408 �d,o,d C. SOILS (refer o site eval'uation) Seplk T�nk Cip�citk;In g�llon� 1. Depth to restricting layer = 7 inches Numbct of Minimum l.iquid I.iquiJ capr:ily wi�h 2. Ueptli of percolation tests = /�? inches ��•�• c.�.��Y `ub��e dixpocsi 3. Percolation rate mpi � z�ku ��o ��u 3aa �an �wo 4. Land slope �� % 748 or 9 'zo�, ;�, over9 -•-•-- D. R�CK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: Daily Flow x ��=�a,��,,�.f,�„ '�30U gpd x��sq. ft./gpd = �l�Osq. ft. 2. Select width of rock layer (10 feet or less) _ /t> ft. 3. Length of rock layer = Area+Width = 3 � 1 sq. f t. �- �C f t. _ �f t. Rock Bed r•r.r.r•r•r•f.f;r;�;�.r•r•r:r ti•'�•1•'L•ti•ti•ti•t 'L 'L• �•.• r•l.r.l.r•t t 1:�:1%1.l••%t•1 ti•ti•ti ti•ti•ti•ti {••. ti••.•ti•ti:ti••.. Wldth S1Uft. r r•�•r•r.r.'r•r•'r•r•r•r•r.r•r � ti•{••. 'ti•ti•'L•'..'t ti••.•1•L••.••.••.• I �f�l�f�f'�r�r�'r�f�,•'f'f',•'••'r'••1 E. ROCK VOLUME � Length 1. Multiply rock area by rock depth to get cubic feet of rock; - �sq. ft. x % ft. _�cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; �lI U cu. f t. +27=�_cu. yd. ' 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �cu. yd. x 1.4 ton/cu. yd. _ ,,C.(� tons. F. ADSORPTION WIDTH 1. Percolation rate in top 12 inches of soil is�mpi Absorpttun Wtdtli Sizing7ablc Percolallon Ra�c Cellons Re�io of 2. Select allowable soil loading rate from table on page E-; in Minutc�pc r Soil Tcxture rcr dny�+cr Ahborn��o�W�a��, � S ��d/r�2 (nch(MPI) squorc foo� lo Rock Lxyer 1 l- WiJth 3. Calculate adsorption width ratio by dividing rock layer Faaterthan0.1• c�►�sa,� ..--- ._... 0.1 to S SenJ l.20 I.00 loading rate of 1.20 gpd/ft�by allowable soil loading rate; o.��o s•• Fi�Sand�• o.�o Z.�o � 6�0 13 Snndy Loam 0.79 1.52 1.20 gpd/ft2+_� gpd/ft2= c�• �� 6�0�0 �a�� 0.6o z.�a 31 l0 45 Silt Loam 2,4p . Check this value ori �nge E-16. 46a60 ClnyLavn o.a 2.�, . 4 S.W 4. Multiply adsorption width ratio by rock layer width to get S��zo;;;�� Clay ---.. __.__ required adsorption width; ��x�ft =�ft J, G. DOWNSLOI'E DIKL WIDTH � � 1. ,If�landslope is 3% or more, suUtract rock layer width from adsorption width lo obtain iniiiimum downslope dike toe for ' absorptiori: �Z ft -�� ft = /�� feet 2. Calculate minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: SeE�aration /o� feet b. Multiply rock layer widtli by landslope to determiiie drop „o,,,�o�Q in elevation; Sln��c Di/�erer�cc ��a..� � x�_% -�- l0U = ,�;� feeE L-r��»R�«� c. Add depth of clean sand deptli of cleail sar�d for � ��'h •�k��,�p«,.�. Rnh d Wi�kA� separation at upslope edge (2a) to deptll of rock layer to ��, rock deptl� and tlle deptll of cover to fiild the total inouild �"�t`��'" �� height at upslope edge of rock layer; l.�ft + 1 ft + 1 fl =��feet d. Enter table on page bottom with landslope and upslope dike ratio. Select dike �tiultiplier of .��, e. Multiply dike multiplier by upslope mound height to get upslope dike width: ,� S x 3.7 = �_feet f. Add the deptli of slope difference (2b) to the upslope height to get the downslope heigllt 3,5 + ,2 = 3 ? feet g. Enter table on page bottoin witll laiidslope and downslope dike ratio. Select dike multiplier of �/.� h. Multiply dike multiplier by downslope mound height to get downslope dike width: /�l.?j x ��•r =�_ feet i. Compare the values of step G.1 and Step G.2.h. Select tlie greater of the two values as tlle downslope dike width; I�IJ�- �� feet ,.... �:..:::::::::::::�:':;:::::':�::�...:::�:�::;:::�:•:::��:�:��:�:'�:�:'�::�:';:':`:'�'�:�;:�:�:::::;,.:.,, j. Total mound width is the sum of u slo e dike Kak u�d wiairi �up5i��uk�wia�,�_' P P -�-��`�'::��: widlli plus rock layer width plus downslc�pe '��«�'�k�'��K�� .;:::.'::�;�:�:�..: dike widlh; �� "'�''`�' '��:�;::`:.:;:::�.•�.::.::..::::. : ;::�;.:: �_ ft + /U ft + �_ ft = yU feet Upslo�.UikeWld�l�__� �:�Ups�ope�vikeWidih�_ k. Total mound lengtll is the suni of u slo�e P � . dike width lus rock la er len th lu :�o�w�sio�="fi';'k�"w�aii;�'_�' �� P Y 8 P S .�- ::�:��: u slo e dike width; P P /� ft + 3 u ft + /�_ ft = 5�_ feet �� .,Total.Leng�h•_.,.�6•. ��W►,S�� s�>�,� 3:1 �:1 5:1 6:1 7:1 3:1 !:1 5:1 6:1 7:1 8:1 7L slope• 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 1 ��. 5.26 6.38 7.53 2.91 4.T6 5.66 6.54 7,41 R C 4 357� 5 56 6 B2 8.14 2.A3 3.70, d.54 5.36 G14 6.00 �`��30 51 S.BB ?33--6BG --'Z.i 5� 1.35 S.OB 5.79 6.45 1 3.II �.76 6.15 7.89 9.72 2.68 3.4i 1.17 I.A4 5.46 6.06 5 353 5.00 6.67 9.57 10.77 2.61 3.33 4.00 4.62 5.19 5.71 6 3.66 S.M 7.�C 9.38 12.07 2.54 3.23 3.95 I.al 4.9J 5.41 7 3.80 5.56 7.69 1034 13.73 2.18 3.12 3.70 4.27 d.70 5.13 8 3.95 5.88 8.33 1154 15.91 2.42 3.Q1 3.57 0.(5 1.49 {.A9 9 l.11 6.25 9.09 13.Od 18.92 2.36 2.94 3.45 3.90 4.30 d.65 10 1.29 6.67 10.0 15.OU 2333 2.31 2.86 3.33 3.75 �.12 1.44 Il 4.�8 7.14 11.11 17.(5 30.IJ 2.26 2.78 3.73 .3.61 3.95 d.76 12 Ib9 7.69 1250 21.43 /3.75 2.21 2.70 3.12 3.C9 3.80 I.CW , PRESSURE DISTRIBLTTION YSTEM �D PERFORATION OF A PERFORATED LATERAL Graa Cova • 1. Select number of perforated laterals � Topwll Y,,, .. _ . ,., ' ...- '�. r ..tayer of fiwte:tU� FaWlc (a Iw �� Loamy SaM LnYK 'MeA Iqw of hay or Mro.cwned 2. Select perforation spacing= � feet. ..� �M�,h� ��,�,�,�*, `er. P.r�a�bn oruiea.Hauonwur � IMo Gap N�ot Top 3. Since perforations should not be placed closer than 1 ft. to �J'%P�� -��: At Leasl �2•,o EdQa Droln Fltid Rocl . ,_.� of Rxk Lnyer the edge of the rock layer(see diagram), subtract 2 ft. from �' ��a�a��a,.��,�d „ the rock layer length. � Clean Sand Loyp Bottom of Laterol � Orlpinal Soll Propaly Swrilied � -1 ft. = c�.� feet. Belae Plodnp Sond Lay�r R«k layer lergth 4. Determine the number of spaces between perforations. ��N�m�u�m,� Divide the length above by perforation spacing and round o�,�.� down to nearest whole number. "u� �'"~ �"" 1.Oa 0.56 0.74 Length perf. spacing =�ft. -�-� ft. = c spaces 2.Ob 0.80 1.04 (3) (2) T a.Use for single family twmes 5. Number of perforations is equal to one plus the number of b.Use for all other applicaHons perforation spaces . Maximum number of quarter inch perforations pe spaces + 1 = �C�perforations/lateral lateral to guarnantee<10%discharge variaHon Perforation 6. Multi 1 rforations er lateral b number of laterals to s�a""g � ly 2 p Y P� P Y f�t� 1 4 2 get total number of perforations. 2,5 14 1 g 2,$ —� x �- _�perforations. 3.0 13 17 26 'a'�'S ��``�, 3.3 12 16 25 7. Determine required flow rate by mulriplying 4.0 11 15 23 number of perforations by flow per perforation 5.0 1� 74 22 � X �IIl�p2iE �gPm• MNMiDID LOUhD �T E�A Of piE4AqE dSTNIBUTION M'TEM w'r�° 8. If laterals are connected to header pipe as shown on upper � example, to select minimum required lateral diameter; enter �::;~ rt+..a— table with perforation spacing and number of perforations s,,,��`"`� ��"` per lateral. Select min�, �um diameter for ��^`" perforated lateral =�L inches. � I�YOt/i 0�'EMOR�T[D V�/F l�T[P�LS/OR 1NC55111[pSlpyyllpl W rpYlp ' Nwart Atlrr wR �R��n 9. If perforated lateral system is attached to manifold pipe near == � �� 'A�~�� - +'�s the center, lower diagram,perforated lateral length and -�':.,.a..,,�.>e„�> � .,,,.,�.� / number of perforations per lateral will be approximately one '°� '' ----a,�/ half of that in step 8. Using these values,select minimum C�� b. � �� diameter for perforated lateral = inches. �,�i"�d FA�"�''�`�µ ��, \ ��tr�^' �� 'unii�;;�i,t:�'11VIJ I�i�uc:�u.u_ic� A. UetcrMii��e ��um�r ca��.iril��: � Gravity� Uisl�i�uliun �uu r�rirui�nrwr� ur n r�nruitnicu Ln1ERn� 1. hlinin�un�sut;�eslccl is(,Uli t;;illuns ��r I�uur (IU�;I�ni) tu sla�•ali�a�l c�( --O�a�. cev.r 1\'i��C.0 �1$C�il�l'.. �;��1 l__i��....L.,.-L iu'� top�oll ''��''�K: 2. �la�iinun�sul,f;csl��l lur�I�•li��ci�� li� .i �lii��,l�u� ��I a tiunic s��slcii� is 2,71)U ;;:*.r=-�---.-�;;;�,::(------ �lil��Ull$ I�l'1' �IUUI'�'�i l�l)II1� �I1 I�II`1'l'll� �)lll�l�-II�1(1� I�II'ti''llfl'III l�f(1I1�1O�. . • • .In�rr el Gtolr�l��e fnl,ilc I�r i... ' I.amny Sand loytr /'I�,.��In.rr el Iv��n� �q�„te.e�ed ��_.:. ' -- . wnb ie.) ro�in pnpti) 1'iessure I�i ri'` yr:;�,.,��,� - .•,, ..,_�(:�..�...,,r� $� UU�IU11 I,nlrinl�� I'��Intn�iun h�lll. lin r..� ..��'- A Ilonron�on� 3 ,;,: �� ` ��io c.on ri�o� �on 3. a. S�Ic�I nun►l,cr u( �,ci lui al�•�I I,il��i,ils ;'�;.•r,�, \, .�--�-:' n� i•,�� z•�a �a,� �' . ---- --�-------�-- �Uroin IIeIJ Itock�• '' V. �il'�l'C� '1LI�UCi1�lU11$'�011ll�� - � - �(. ��':'-' ----..---.i-\. __1��.:;.Li ol 11ocM Lo�er � '' C. JUV fi1C�2 ��. �IUI11 ��Il' fUC{C �JI'l'1' �l'll��l. •-1'nl��rou��ot lacvied o1 _�/,/� Gl�an fiand Larer Uannm el laluol rloc� .��ri�crriti'Z ��• =�_ ��. . -,,.I_-'� �;`�._.f„_,_.�-v- �o�iQi,��i s�u r,��..�ir s,o��a �. Ul'�l'1"Illllll' ��Il'11UIII�II'f U(.. ��ICCS�? �e�ore P�eunp Sond Lorer clw�ti�t ��'i lur�iliuns. Len �lli ��crf.s��acin�,_�� II. � � IL= � ,;�«�; -� -- •I .r��iji.c ur i�tacr�iini ww ui��inicc:t�s u�i�r�.i �• s��a�cs �►� I = _l� - I'i'r�urtilii�i�t;/I�il�'t�il (. i�lt�lli��l)� ��Cr(ul��liun5 ��t�l I;ilt'��il l�)• ��nl��•r t�l I��I�•r<�I�; lu Ilcad I'c�loi,tioi�i�i,•imclrr(inctics) �it�t lulal n��in�cr uf �ci(ui;iliun�;. ------ -- --- _ T;�.t-. x �Y,T lf:��;i-��ci lui aliun�;. '�„ '/, t � t.11u p.56 U.71 , c�l� x � U� 1' R��al ��I11. ._ .� :�ll) 2.Olr 0.1{0 1.111 �.5 U.R9 1.17 s��c�rcu runii� �nrn�i�i��_�;►�� '67 ;�.o o.ya �.�,� 4.0 1.1J I.•f7 B. Uelern►itic lica�l tci�iiirc�iici�ls: 5.0 1.ZG t.�,�� . L'Il'VilllUll tll��l'fl'11C1'�!l'l1�'l'l'll ��UIIII�71I�� r�lll�l I)��Itil�l�lff��' �llr.c l.11 fw��af hcail fur�rsi�lcnlial syatcn��. . . Iccl hl)�r 7.II I��r1 n(�u�ad b�r tdhrr r�l�blichn��nle 2. I(��utn��in��lu a �nessure eli�:lii�uli�rn syslcin,�i�l�l liv�fccl f�r��resstnc rec�uirecl at t�ianif�l�l � _�__ Iccl 3. I�ricliun luss a. linl�r fticliun luss la�lc ��illi ,ni;�ii�l ��iE,��lian�cicr. I'ipc Lcn�;th !;I � Itca�l (ticlion luss in (c�l ��r Ilxl I��cl f�cnn I�il�lc. I'��i��,f Uiscl�a��„ 1'.L. _-1�_�l___ fl./I(Hl fl c�! ��i�� . Ueleruiine lc�lal �ri�,�Icn��lli Irc�in �nui�4� lu tlis�l�ait�e � Llcva�iun UilCc�cnc� ��inl. Ac1c125 percenl lu ��i��e I��nE�ll� fur fillin�, I um�, loss,c►r use a fittin�;luss cl�a�l. I�:��uivalcnl ��i�,e let��lh- I.Li linms �ri��c Ic�i��;ll� = I�-IRI, ---ZO x I.1`_� _ --�J__ (c�'I l.S incli 2.11 in•h 3.11 inch C. (.,E1�CLl�J(C (U�FI� (IIC�IU11 �llti':�1�� IIIU��II)��111}� (;��III 1'rltUi�il�r.t�Mr Ilklllof pi�� (ricliun I�sS in (l/l��,l l�}�c��.ii�;ilcnl �,i�,c lcn��tli. lU 0.69 tJ.7i► '1'ulal fiicliun lu�s = yJ � / �� ll.yl� I►.1H - -- --�'-L'---' I OU -______�_--1ccl I-1 1.28 4. 'fulal lic;��l t��i�ui�e�l i, Ilic s�ini u(�I�•�•alicni �li(f��icna� 16 U.:tili , 1.6:1 1I.�1R 5��ccial I�ca�l tc��uii�ii�enl�,;�n�l lul,�l fticliun lus�. �H 2.u.1 Il.f,u - �- - / --- ---_I --- ZII 2.�17 U 7 4 U.11 -- � � �� ."IS I.1 i � 11.I G (1) .5; (1) - ( t�) :4S "1.911 2.111� . 1►.lU ' �I11 I I.Q7 2.1i 1 U.ly 'rurni, ,�i.,�i� _:_1_�_ -�s ,-�.�r� :�.1K �►..,H _ Iccl 5U ;4.')4 . (l,i H • 5 i 4.7G U.70 �. Ptuui� seleclivit �o s.�u u.�z '"�1. � j�uti�� ti�t�sl l�e sclecl��l tu �l�li��r al least r�� willt al least� [ecl u[ tul;il lic;i�l (Sle�� l;). �'1'�� (�lel� 11) . . . : • �'�llltr Ul�(�� k.<<1�I('1l 1. Detennine Sur[ace Area -- �' Recta��le=Area= L x I�V �Vi��l "7,HS x_,,`�__�".��qu:uc fccl _ ._�_ 1 --- U:ugtli — Circle=Area=n x(IZaclius}� 3.14 x x = squ:ue lect I;;itlin; Olher=Get Surface/lrea fruin hlanufaclurcr ��_3 �� squaze feet 2. Calculate Galloiu I'er L�cli There are 75 gallons}�ercubic fout of vulun�e, (hcicl��ie �,��u �i�ust iiiulli}�ly the a�ca linics llic conversion factor and clivicle by 12 ind�es per(u�t tu calc�ilate ballons}xr incli Area'x�.5+12 ,3 7•�'x 7•5+72 =�galluusliudi 3. �alculatcC�allcrostuCuverPUlll!)(W1��1 21i1C�ll'SU� l'��Il.f�:l)�'l'1'lil��)UI11�>� li�timiv�ltic�•:��,cl�Iu�vin(ialluns�xYUav(6{'J) (Height(in)i�2 inches) x t�allons/i��cl� w��t,�� --�-�-+��x�_��f;,illu�►s �� i}i�� i}�i� •iyE�ui �ryEx iv Itc�ham�• z �ir, zu i go cm, 4. Calculate'1'otal Pum�wut Voluine ,� 3��u ��Q �r A. To tnaxii►uze purnp life select suni �,:. � � �'", =��s :s�, "" E ize(c�r ! lu 5 �riin��,��c►atiuns jmr�ay. 5 �su nso zqa "',•, .�OL� glxi+4 = 7�S �;:illuns��cr�fus� �� 011�� 5:5 _�az �M I3. Calculate drainback "� �!,;'� «x� 3�0 °''"' Q ��4i �,�s .,os �oi�d a. Deternune lotal pi�e len�;tli,�f,Z f��t. . b. Delercnine liyuicl volume of pi�,e,�y-�alluns�,�r I UU(ceL (sce pa�;e l�-];l) �7"•�r•w�(nR��l GJW�..IOOfw c. hlulUply len�dt by volume: Urain�ack yuantity= i —d.a'v �j�.feet x I� Y.3�allons+10O f t._�gallons. �.;s �.�� C. Tolal utnp out volume equals ciose volw�ie+clraint�ac f; a�s R 7•� eallons per doscr+�_ allons= d-� , ��R�� L__Tulal Uallons 3 �s.a .t cr.t 5. Calcvlate Voluriie far Alarti�(typically 2 to 3 inclies) �De tli(in)x gallons/incli= X L�L�'�?=��jdllUliS � �1cscrvc C��mciiy. 6. Calculate Keserve Capacily(75qo the claily flu�v) Daily flow(see page -7)x.75= n�""' �.� �00 x.75= galluus ; t'��"�� —�., 7. Calculate tolal gallons �'��a�E'��»i�,�vo►�� --- I�u��,t rlr gallons over pump+galluus��un�puut�fgalluns alai u� � illuns reserve �-- r_~ 3+4 +5+G �'` r�,��p i t��6h� `�. =�-�-�+-�--+�+s��=��alluns _... 8. Total Depth ('Tulal gallon diviclecl by�;allun}�er i��d�) Tot I allon+��n/iric � G�'�`�_..,Cd�� . 11iC1iC5 9. Float Separation llista�u�e(eyual total }�uinpout vuluine) Total pum ut volu� +galloiis/i�uh �+��`3=�uiches I . I I . . �� • �,!l.UriG\ -._.��_s , i . , i • � � .. .. . _ . . .. _"._. �' i ' � I � � � � t f j �pl/' `-- � �, �'1�l� � r/ --- � �� ', `1� '�� ' .,. i I p, .: � I r{> ^� � L 1_�+ 1 i � I� ,.—� � 1 c)�� ,'1 (;�X� .:� �� .�. . , .. i �, � ; �l ' � �t_ i �{�� . ... l � .� '�• � � +/� : � i , : � • !', ii`'r c;��_ C �� i , .,,� . � — �c� '� t ,; ; ; , , � A) �:�'l . ' t. �� •�,>> I �� . � � �t. .;, ; �r . . �: ; .r: ` y. I n, I ( �. ._ .. � �T . . ' � � � ..___ � ��.� I � � � c.i� I t:��.- I ' � , i I r7�. � �:. .t_ ,� , r,- � > :,, , , . • ;- � ' • r• • � r 'L •� � I ..�� ' f�. �� `J ~~ �� . � .t �J .. 1. . ' �� •" "i � � . . "., + , : ' � � • J . „ - ��c��.��r�o� ��•�� s��:�� _ est hgle,locatio�i_ � r7 I iole H —[-L_ iJale lesl li�le was ��re��ared• S-/�t-� �eptlt of hole bottont: ��__ i�i��es � Uialt�eter uf l�ole:__� iticltes oil Data Ero�n test(tole: �epth,i[�ches suil texture: �� soil color - /.�- CrQ ��y Li+r1rn �ff�d! /( � � T---- `` ''. .1�L �,��,�1�. ., �� [etltod of scratchit�g si�e�valL• _ S��jG r)� ' S De��tlt of E�ea size�ravel iu bottuu� of hvle• __�_____, inches ate ac�d hour of initial water tilling: -J -` � C� �r�e�u� u[iiiitia(water fillin S� �� above hole bottoni [etfiod used to niaintaiii 12"of aler deptfi iit hole fur 4 l�uiu�i:_ � 7'� �rcolatiui� test conductec! by; � � �J /��r�n �� --<��-w1l 1`�K '�) i"7 1'erculalioit test slaiteJ at `� ,J ��1�, [aximu�n water de�th above l�ule bultoui c]urii�g tesL• �.,� inches INl"h_t1vnL W�Tr_►i Wn-t�Gfi Wn�t�Efl TIME (MINU'1'ES) UEP"i 1 l UftUP �)F�UP r'Ef1t: rtn�r�� COIiVQfSIOfiS (tracttoi�) (decitnal) �%��-�%ULAI"IUh� 1116=.OG �� START --��^_ �/8_.13 � — ��-Q-- --��i,�-- S�� B� __:�L1__—�`�`�� __�� ---J��_ �i'tt..ttJ • i} Z .�� j�t:itc: 'f�` � ---- ---- (17ccin�nl) ,��60.�9 �'� � RSFILL _,� �.o ---�sJ-- �� - ��_ 3U � _G�s yg 114=.25 --u �_ -------- -i•xNi,: • 1�itvi;s-;--- � --- --- �! i �:x�: --�� --- �� (I�r_Li�tlnl) f�,G=.q, 1� :�_ Reri�L / � a_ -� ' - �� --� --�-��-- _ S�_ _._ GZS :�-��.�a:---=��5_��----`�� c �e-.38 --- --- - --___.--- � i�izvt j>,�ttc._ ' REFILL �s�� -------- �i�e=.aa ----- -----------_ D -------- 'i'tt�u= ' ��tc�t> ->_---- -------- ----------- - a [-tz� [ --_-----'"— �UGCII2�RI� �I��..7 REI�ILL ________ - �` 9116:.56 -------- -------- -------- . _ •i•��u� -------- 1�tt�.:�F, -;--- ----------- � L-:ttcr (l�eciin��l) REI=ILL �8-�G3 -------- - _ i� ------- • ------ ------- 'I'LI�II3 l�ltt��> >-_-- 11116c.69 -------- ----------- 1 L-Kl_ ------ --- -- (l�)e-citnnl) REFiLL .�I4:.JS -------- G ----------------_ -------- t'tt�u= ' i�itc�� ---•---- ---•------ ��t�: --------- ---------- c��<<<>>��i> 1y16=.81 R�r•ic.c. -------- 718=.88 -------- = II -------- -------- -------� •l�ln.�,: • ,>it.c_��. -------- ---------- 1'IiliC: - --------- �u�<-�.,��.�> tyt6:.94 leit 1'erceiiE Calculatioci * , a , � �� ,u �rqe�t [s Z: $�i��-Ilese !J i��I3�A - _' Y � LNI'kLM[ 'v�uZ�) �+��.�Ilt-�t77 oI'71Z:D� �iw lir{t � ]3T- x U_lU �. �' � �ini�ll�at �i�IILU x �)•lU a , U , E — — — _ U ,L" ,I' �rgeet o��$� �rii..ii�-.�i'�t_.1�C� L.:��KceciiF�'>i`IJtij`_ �...—..ii�=,c��lii'•_'Y� ,,. i�•'�c 7�vT'�I3T� x o.lU �.. __ T��'ii�nl�ce�[�T ai1`�L31:j:. x 0.10 �. � F s V _ r- , u ,�-� �r�Cat o��IZs� 3'��iiil�Cy[7Tis7�I�IZ.a La�rgcy�Jfi oI'-I-Z:11 $ri�a�Il�ei�3�T-I�Z�r[� r,;.TT.-�v •_ '7� x o.lu -. -- x o.1u .. fi::if.,'.-.i`7T::i'T'7�:i� Ii the lop number in each set of bor.es is larger tl�an tl�ie bottor�� nurnl�c�r tfi�i� t��i�e anotfiFr �p��i�q If e top number is equal or srTic�ller tFian bottorn nunibor, av�r�g�� tlio tlircaQ nurnl�c3rs for tlie porc raie. j� � ,�/ " A 1l�Jl�.�...�lJl�.(�� a.V�� S�i7r.�� J�"J��.;�.1�� .. t hole location �,� �r� �� '�� —"' ]lule It Uale lesl liule was E�re��arecJ: � •'/� ..t C� �W oEhole b�c�ttoui: ---�� inclies Uiaineler uf ltole• � incl�es 1 UaEa froui test hvle: ,eE�W, iuclies suil texluie: n-� i � �� 5�,� �� f L,�.,,,, �3/�� /< _______L.r - WD - --�-�------ �� l'�� ; -- �. �.-�� .� - � � tliod of scratcl�iug si�le�vall: 1 � I)c• ,j Ue}�tl� u[E�ea size�;ravel in buttui�i uf liule�_ � �� e and hour of initia( walcr fillin �• �-,j •� " ' �, �i��hes E�' ' '" � ��•�Ue�Ut u[ii►ilia( tva(er(i��i�i�� ,�� a�ovc liole bottuc�i lhod used lo n�ainlaitt 12" u[ atcr cJe��tli iii l�ule f��r�# l�uu�ti: , %�� - _ulatiun test conclucteci by;� . � 1 � � �'— —` '� r/��) �� 1 eccul:iliuu test sl�iteJ al_9oj('1 �It /��t). xiniwii water de�tli abvve l�ule butto�t� cliii�iii�; tes� �.� iiicl�es �--�-------- 1��-TF=I7V/�L W/�I-I_t1 wn�[=fj wnr�.r� 'IME (MINU�1'ES) u�r�-i i i ��r:��►' i�r�or� r�cr�c: rsnrr conversions (f��ctioit) (decilnal) �=/�1Lc:ULAI'IUhJ 1116=.GG �(Q s�rn tt�r --��---- '' : cJ ---��-- __ll__'�� 9� , .- --�u--=—��5�.� _-_.�.�,n, ��a_.» � __ ��`---- 'S��_S ►'�� i .ii� >�• I')_1tC: (� - - --- _ cu��.�,,,.►� 3116_.19 � RL•.ITIC.L � -��---- ' --=��1-- --�!'1,.�_ . ��,_ - -.-=�r�----��__ �:� u „4_.�5 -- -- -- --�-�-�=��_ "►�ic`u: • i_�� c,i� i�i=ii�: 1�/[) cu.,��>>.,�> 511G=.�1 rtci�i�L _�s�___ - .�� --�'��-- --��J�-- � �IE�- - '��'�� ^ - .3�/ __ - C _ ___.S(J.- -S� �18_.3a -- "I'lh1��. � 1?It< il�� •`- ' -- ---------- YI:1LC_ R G I'I 1_L �—"� - �1-L�ci�1►nl� -------- 7116=.4� -------- ----- -�----------- 1> ----- --- •i�ir�u= --------- - - ---------- _..------ I�Rc i�� YI:ItC --- ��;��„�� 1/2=.5 REI'1LL ________ — ----- ____ �- _., I� 9116=.Sb --- --------- -�-- . �rir.u: ---------- ��ic,�, --;------- --------- - � r�:�tc: ---------- �u��i� R E I'I L L -------- -- 518:.6� - 1� -- --------- �'I'1IV1Ii � IJFt.tJl` : --------- — �---- ----- _ T>i=ii�: 11116_.69 -------__ <�.�.-��;�,�„i� rt�r•ti.� ------- — . � 3/4=.75 --------- ------------------'- ----------- 'I'1[�I I_ ---•-- __�_.__�__ 1�{tc i�� I,t_1LC_` _ --- --------- �u«c��,�,i� 13'16_.81 tat;r•cL� -------- . �j 7B:.88 -------- ---- --_— ---------- -1'lM�.i • iiiti.:�ii:"'-------- -- ------- -- C�,...-�,,,,,�, ,�,�,��: ty�e_.9a 'lei► 1'ercei�l Cal�ulali��t * E3 , C �� — �{ T � � , `= .0 K��z= �.:...��-x�r-�isz: - -- — t,.-,.�H.,-.��.,r-t.fz:a> �.��.-..�-»>T�cz_�y� ------ :ll:.si IT,;1';CIIT; x v_�_o .. -- .':7:::nllc=�i 7J'<;1�Iti_1� x u.to �. U s L ' -- ------- ��..� _ � ,�: ,�_ f{C1� O� L,✓L ��11�\IIC�1( .r �)r�� _.__ . t:�..-��.�.a.>�-i��,�^ �..:.,�t:::;�,r�,i'-lit:l" ------_ lt�-��7T�>i`i„13I: x v.tu .. �ii�7illi:it-i)ul" x O.I.0 ... F (.s —_ A31_1' ------- s - _ �� sV •�� ;re/�1��1�Z� $ii�i�lleev[77-:i'7�I-Z:� - , Ls.rµcyi iF"ol�[�'7::11 $�iii�Il:n=i[�iJv7'1'2�i[ �------ iil�'[7J .-�iZ_1'7�, x �)•l�) � -- -��-- _ C:.:::ll:;:i-7T::7•-1-a-1� x u.l.lr �. _� lFie t�p nun�bPr ir� e:acli set ��( V��r.r�s i; I:arc�er Ui:i�i tlt� hott��r� riii�i�l,e�r lli�� t:ik�� .inc�tti��r re�:�dinq. It lop nurnber is equal or sni:lll�r tlic�n F�olt�rn rn_iriiV��t-, av.nr;ic�,_� �� , ��V<31, fvr' tl�u F�E��c r�tiu. 3i � �// . — �'�sAt�:VA�,If�"1'a.V� '.�'��'.�.' S��l�.:�i'�' _ t hvle location �� 7� �� "'j,_ ��--' I lulc li llale tesl liulc tvas ��rc��arecl:�� .,�_ �Ut o[hole bbtloni: � ----�� inc(�es Ui:uuetcr u[liule: �� I llata Iroui test Itvle: �►iclies �eE�lli, iuclics suil texluie: _ n-, i � �� 5�,� �� /J - Wp — ��f L��.,,.:, ��/c��,/< --------- liU ' '� �� - � ' -- '/. �.�t.� ��e� ,� I� �� — lhod of scratcliinb si�ewall: f �,r; � �� _ ��.� S UeErll� of Erea size&ravcl in �oltui�� uf l�ule• e atid I�vur of initial water lillin �: r � inches �� Y�� "� �' '�•�Ue�tlt uf ii�ilial tivaler fillii► •: f;� ltoci used to viainlain 12" u[ atcr c1eE�tli i�� liole (c�r 4 liuui��_ �-�� 'OVC hole bottuni J �!► � :olaliuti lest cviicluclecl b �; } � �!(�/17c�i� i ) Petcol�liuu lest sl:i�leJ al Kitnutit waler de�tft above I�ole �ullou� cliu iii� �est: � ,� � 1�� /�u�� __�_ incltes INT{_I7V/�L W/�1-I=I1 �//�1[;li wn�r�=.rt ��ME (MINU fES) u�r�ri i �..�ri�_�r� ��r�c�r� I'Lfit: lt/�"I 1- COIIVCfSiOnS (rractio�,) (deciin�l) �%�L(:ULAI�IUtJ , ,` 1116_.f�i t_1.2 s"rntrr ��---- �' � �-!�_ 1L� j �( , , v • .G��" 4 ,ie:.,3 ---�- - �-- y -- . �__ ��ii� -i;iF.c-ii�� -j>j��`�. II S -- ----- -- ---�--- c��:,�.�.i� 3fi6=.19 n e r t i..t_ _�� ---- � ,(p�-s� 1/4=.25 '� ---3�--- --�-1'/�-- ---� - --�U-_-_ u - -�---- ��5 ��.,�: ;>,��,;• -,��- `-�--- �i�.,��,�,i, ,�� _ -- _ Sl1G_.JI � RGFILL � � �-�- --�3�-- --1��-- -- --� _ `�� __��._—_ �a��,_ l.� c .3a - 'rin.�i=. • ;•�i�3i� ;-!-�-- �8= - �_�.siF.---- 1 I_.ILC: R G f'I I_L — �.1.Lcs:.ui►ttl� -------- 7116=.dd -------- __--- ------------" D --------- --- "��,.►,� - ----------- - ----- — i>>itc ,�. -i>i:iic- cu�,_;�.,,,�� U2_.5 REI�ILL ------.---- a� 9116=.5G -------- --- ----- ---------� - -------------- --- 'rit�u: ' ��ttc,�. --;------ ------- 1 l�K<: RECILL ---_._ CUcciinnl) �1�8-.6� -------- _ �� -- ---:-- ---- -------- 'I1MIi ' _._-----�— -- -------- �,�t.�>�� ri=ii�:' 11116-.63 - - --- ---� -------- -- - �i ��-;�,��.i� R[iFILL -------- . � �a:.�s -------- ------._- — ---- ��.��: -------- � ...---- I�ILtJI. ---------- _.-"---------- 1'1=1ZU - -------- _ Cl:�cci�nul) ��6C.8� ftL•:t�[I,L -------- ' �� 718_.&7 - ------- ---- — `►'iF�ii_- • -i�iF�->i� ---- -- "'--- ---- - _-- -- i'�_-�cu - --- -- -- -- ��,�.-��.,,,�, ty16=.9d 'leii 1'erceii[ Calculaliucl * � . L ,u qc�t�u . �Z: S�Ti��ll�yt 7J:��'�� -'-_ --- I!� L:.rFa�•yi 71i'oi"I.IT:l) $'-- ■....11.=�e-71�ai'71Z 1:�� ---_-- :il�s�� . .. " --__ T�ii��illc:�t 3T'ai� jZl:lJ x 1)•.lV .. V . C ' — ------- _ V � ��.- ;�,i A oT't_.ISL ��.-.ii��i-7T:�i i�liL� -- — • L;:.-.►c•--+i�i-oi I�lil` fi.�..�ii:�;;�sT.—,�-li�1T Zfuy�.—�T�'t'I3f� x O.lu +. .- rn��cr�t i7 v x U.t1/ +. - u _ i"1.31:1�- s ---_..--- _ 1= � l:i �� ;Ce��T'L1-Z: $i�i��ll�.��-77"::i-I:I"L:� — L±•�-R�-y�ii-i.i'-I�'i:ll S■wi::ili�c'Il<il"I'Z�I[� ----�---- �11.-i li�,��1�7� x ��.1�1 � ------ -- --- S::::11:..�i�7J::(•-1'7�� x qJ.�► :.. lFte I�p nur�ibPr in e:acli s��t of b�,r.r�s ir; lary�.r Ui:iii U�� boltr�rr� n��rnl,��r Ui.�� t:�k�� Znoll��rr rF:idinq. If lop nurnber is equal vr srr�:iller ttian f»llor�t riurnl��r, aver:ic��.� llic� llirc�c: nui��l�<3rs fc�r tli� �e�rc raiu. 3i S -// — �l'l�s1��O�,.l�,'1'�U� '.�'�S�'.�' S�:-�l�;�S'�' _ t livle location__ �t� �� ^��' llolc I� . �- y _ U:�le lesl lwle was ��reE�arec]: S I�i --�J'�� ptli of f�ole bUltoni: �� iuciics � Uia�ueler u[l�ole: inclies 1 Uata froui test hvle: �' ,c��lli, it�clics suil textuic: SUI� COIUC °=-�-� �' �� L,�,,, �' --__Lf =� — — �__ �l/c�� /< --______ � (•� 1 �. .'1•f )2U�� _ -- 1� ' _- r' , tl�od of scratcl�itig siJewall: _ S�,C ��y.l '�G� 17c� j Ue��U► uC Erea size�ravel in bottout u(l�ule• �' �._ it�ches e atid hour of inilial �vater Iilli�i �: ��-j -�S" ' i f� ` � ��Ue��ll� u[inilial watcr(illiu�;Jy� a�ovc Itule bottout tltod used to uiaintain 12" o[_ alcr c1cE,ll� i�� liole (ur� (iuui��_�,y��.� :olaliun lest cvnclucic�l 6 ; � �— S --�.��f�� )l�i�7c�i� i 1 1'crculaliuct test sl:iitc� al � " �) au /pu�). xiniwn waler de�lft abvve liole butivn► �lu r i u�; t e s h_ �.� i i ic l ics it�llF_(1V/�L W/�i"1=t2 W/�f[;11 wn�r�=r� 'IME (MRJU"I"ES) UEP"111 ��«�-�f' i)ROp I�Lfit; fi/�"IF COI1Y2fSi0�IS ((r�ction) (decimal) CALCUL�\�I�IUIJ 1I16=.Gb � S'I'A IL'1' )�� _ --�,�]- l�J - -.�11--_--�`7.f)�. �� 118=.13 � •J --�-- --1�---/�� ---��-�--- __ r��..� �i�iNii� ' i��z.�� -i�i_iic=l!` � �.�'�) -��-�- ci��.�..�.i� 3J16=.19 r �.�v RI3PiL,L _,L� , ---� .1 - � --�--- __1��z 19 :�� /,� , --�-� --=--��_--_:3�n_ J.1 114=.25 G .('1[vU.i -- J_�J.__�_ � I.�Itt�l` l�lnlLL --�� --- I� cu.,��„„�> 5liG-.31 �� U �tcr•�LL - - 2� --��-- -��-�Z �' ' --;�U ._=- •SY.�7 � C 'i��Nii; ' -i-ii<ii� --=-� - �8=.38 -- --� _ _._S_/,3)._ , -- ---- _ - ,��:.�- R G l�1 L L — 11Lc-ciiui�l, -------- »>e=.aa ----- ----=--------- :u -------- -------- •1•lt`Ui • �i�tc_,�• --;------ -'------------ ------- 1 1:lLt: ��Z_.S ----- (I�ccitnnl) REi�1LL ----- -------- ---------- ' I� 9116=.56 ---�--�-------------, ------------- _ '��i�u:: »tc�_,�• > --------- ------- 1 L-:ftt: -- cu��i> 5+'8_.6J REI�ILL __ -------- �i -------•-- --------- �rin-u� ' i5ii.�3i�'i>i=ii�.: 11116_.69 _._._ - -- ---- - --- - ------ ---- c�•.-�-;�,,,,�> RGFILL --------- -------- � 314:.75 ----- -- -'-----�-� ---�- ---- ►'it�i��- ' i�it<�i, --;._----- ------------ i t�tt� — -- ---------- tu«c�„�,,� 13'16_.81 Itl'sI�1L1. -------- . �� 718_.88 -- ---------- - -- _ _ _ --�----- --- -- - -- `i iF..ii.: • -;;i:��i: --------- -- ----- �,,.-.��.,,,i, i',_:icu 15'�G_.9a 'leii 1'erceiit Ca(culaliu�t * [3 , C � r� ,c ,u K�� , �Z: s..—.;�t�`=,��r-xuz:" -� - �O � � L:,.'-ii.y�7�;i"Ili_I> 8:.�t�.-,�i�l�r 7l2_:I>� -----__ :lleni"IT':;�^'iC)S7; " V-1V r�iii��llcst T�u`�`�11'(;1.) x �)•.lV ,.. U f C --- -------- _ U s� � � K�:.�r�r-�t.,L �....;j��-:;i'-�I31:' ---- - • C,-..-K.,.�-7:>P`I�1�1^ fi.:..�ii:=::�iF.—,i'-li�;l" ----_-- �ifin��>T�L.13T� x �►.lU .. _— F ��n��cnt il_.' x l►.l�? a. ___—__"_--- u a�l"131i1;. � _ 1- � li �� Cv�i��I'`Z� $��i��llr-��-7T":��L•'I'Z:� �----- — Lw►µcy[T�"��^[�"2:511 5�ii��i1:=��F vi"I�Z:1[� ii1�-��T?�l'7�' x �).1�) -• -- --_---- �;:.-.Gll:::i'N-::1'"1-t�it x o_au ,.. __ _ lFie l�p nunik�Pr ii� P.3CI1 s�.t ��f bc,r.n,s i> laryr,r lli:�ii ilic� L�oUor�i r��i�nl,��i• tli..:�i Ic�k�� anolli�rr rF,:.�din�7. I( lop nUrltber is equal or >rri:�ller ll�:ari 1�.�ltor�t ri�_iriiF�.:r, avr�i;�c�,� llii� tlirc�c; riu��il�ea�s for llie� �E�r�; r��tu. i � .,�� 3 . lives by the owner must regularly inspect and measure tl�e accumulation of sludge in il�e tank. 'I'liis must be done at least once � � every duee years. Sludge, or septage, includes the settled materials at the bottom of the tank, the floating scum matcrials at tt�e top of ttie taiik and the liquid in the tank at the time of cleaning. The septic tank should be cleaned whenever the tup of the sludge layer is cluser lhan 12 incl�es to the bottotn of tl�e outlet baftle or whenever d�e bottom of the scum layer is closer than 3 inches to the bottom of the outlet baine. Both conditions likely will not oc;cur at the same time in a septic ta�ilc, but either condition requires tank clea��ing. � � PENCIL i— , MARKS � � ;. o-. ,'.,.; � � 6 , . ��ir,� ' ''. � .:a � " Y. � � �Y :� 1 ��. �. 2 OLE o�i �� j�m �� MANH � ' i' i' �l •, . J� INLET L��,°.�j, � ;, �` .. SCUM u.�'� t �� ,}�'/ : _';:=:,;OUTLET LEVEI "'�c•� � 'I� .:: OUTLET !. _.t' • � _ •Ji��: ��•.I� •'�� . --"_SCUM CLEAR SPACE- �i�� '` ;: .' _'. --r�" CLEAN OUT TANK WI1EN: . � ----- ---- _ �..�. _ --- —�- 7a is 3• oR �ss or� � ;} _ --__T=—,.=--_ _ i`l� g �8"IS 12"OR LESS -�-- 1 �, 's;.'' � � � ' • . • . � . `;;� �� :::•;•'•� . :� '`'•'�'"�'''• BLACK CO�OR % �•.:;�..;::.;;; SLUDGE ;:` "' DISTINGUISHES SL.UDGE t �,`� ..;+�: '� . . . . i.` 'R ::j.: LAYER FROM LIOUIU .•r: • .t��;: � :�i`.. y/ MEASURE �CUM AND SLUDGE ACCUMULATIONS IN THE SEPTIC TANK To deternune scucn accumulation, use a three-inch square piece of wood attached to the bottom of a long stick. Push the measuring device through the scum layer into tl�e liquid layer. If the stick is carefully moved down and up, resistance on the"foot"should locate the bottom of the scum layer. Equipment is also commercially avail- able to measure scum and sludge accumulations. Mark the stick at a conveiiient reference point when you feel the bottom of tlie scum layer. .With the same stick, locate the bottorn of the oudet baffle. Determine the distance between the bottom of the scum layer and the bottom of the outlet baffle by measuring the dis- _ tance between the mazks on the stick. . r�cowoo�, ccunci oR YJA1 ER TIGI IT E� �OCI<ABLE ELECTRIC [IOX--� �T(2EAT ED POST (4 x 4 rnln) PLUGS OR L"�LC�fRIC CONNECIIU�JS--- - - ��NISj E`BOX IC CONNECTIONS h1l1U[ 2" PVC COIJUUIT SCHEUULE �� 6�SPACE -100P UF POWEfi CORU fU(i MA�JHOLE CUVE(2 CH�INEU a LOCK[D SETILEMENT SEALED MANHULE RINGS-- _ � fItJAL GRAUE , y V ��;u�\`• � � AT LFAST 12" '��`'� �-- " � BEIOW GRAUE UIJ I UN � —1—WIRE F'ROM ('UWER SUPf'LY —� , , � _ ;;;= PIPE IS LAID UN A UNIFURM SLOPF FRUh1 � FUR P�20�ER rJURAINBACK IL 1 REl1iMENT lJiEA --- �� SEALEU l��dl< COVER—� �UN OINEIOr GET E EVAT ION FOR EUR INUACK, P�ASTIC ROPF OR CIIAiIJ A �/q INCIi WEEP HOLE MUST UC USEU WITII ANCfIOR--� ALARM Fl.OAT 0►J SEPARATE �� — WEEP IiOLE ELECTRiCAL CIRCUIT—� Nol ES� EL[GTRtCAL wIR[ FRUM POwFR suPPIY _SiART._�EVEI,_V__—. ;_;_ �,—\ _— MUSI IJOT RUN OVER 11P�Y TANKS BUT M1U5T BF LAIU BESIU� OTIICf7 1�NKS 3 -� �. AND MUSI BE PL/1C[U IIJ CUtJDUiT AI.ONG F'UST SHUT_OFF_LEV[l V _ __ .� ___ _ . _ ELECTf21Cl1L CORDS FROM PUMP AIJU f FLOAI S MUST �E RUN TFiROUGH PUMP CUN1 ROL FLO�t—� � CUNIAGT. WIRES Cl1NNOT HAVE GROUN� �� : ; �y � . � . Setuacks. '1'i�e IIIlIl1111U1p setbacl: distance reyuirements are as follows: I'eature Sewac e 7'aii]; aiid Soil '.I.'J_E'E1tI11C.'IlL' 11rea Water Supply �vell �� Wetlanc3 �� , Lake: � General Uevelopment 75 � Recreai:ional Uevelopmeni: 100 ' Natural �tivironmei►t 15U ' TriUutaries, Streams 75 � Driveways , Siaewalks, llecks, and other Harcicover lp � Property Lines, I3uilclinys anci Buriec� Pipes Z� � Lawn Sprinkler Systems lU ' . � �: .. :.r.. . .x ., .,..., „ , . _ , .. ,,. �;�.. ��- �,,�-,. , _ .;�,:,. .�, ., �..- � �� . . . . . . . . . - . . . S q ' � � Fa_ � �iJ{ M1 4 . 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TELEPHONE NO. � DESCRIPTION � � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEP AINT. 21 COMPLAINT J 07 DEMO-FINAL TIC INSTA . 22 FOLLOW-UP = 09 PLUMBING RI 23 SE FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS:� C� � �� Cl � a � o "_ d�'1 O� �� i�� ,J� � � 0 � W � Q � z W � W � � d ,�VORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ��O CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor n te: Inspector. White Copyllnspector's File Canary CopylSite Notice D TE n TIME CITY OF ORONO CALLED IN � T� INSPECTION NOTICE � SCHEDULED �� ' � PERMIT NO. �� COMPLETED � � � ADDRESS - `� � OWNER CONTR. �,�-� �n TELEPHONE NO. 'SL�� --2Cr�� 7 � DESCRIPTION�-yvzr2�� l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEP INT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEEf YOU:�FES NO �� COMMENTS: � / � - W j' a � J O � � O � ti � Q � Z W � W � ��j � /L.�WORK SATISFACTORY:PROCEED 1- PROJECT COMPLETE SY ❑CORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECON��TIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR C CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor on Inspector. White Copyllnspector's File Canary Copy/Site Notice ✓ DATE TIME CITY OF ORONO CALLED IN � INSPECTION NOTICE � SCHEDULED __� PERMIT NO. COMP ED ADDRESS OWNER CONTR. � � � TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WEfLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC INT. 21 COMPLAINT � 07 DEMO-FINAL PTIC INSTA 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL � OWNER/CONTRACTOR TO MEET�U:_YES�N y COMMENTS: ` W _ r / a O j ``_ — 0 a � 0 � W � Q � 2 W � W � � d �ORK SATiSFACTORY:PROCEED ❑ PROJECT COMPLETE W � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor Inspector. White Copyllnspector's File Canary Copy/Site NoHce � DATE TIME CITY OF ORONO CALLED IN /o '•?�`�� INSPECTION NOTICE SCHEDULED !i- �7 � PERMIT NO. �l U�� COMPLEfED rI �' ADDRESS �/�✓r ��' OWNER l��`-G�-� CONTR. �tJd�Zo G�-��-�� TELEPHONE NO. �� Z �` G � � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 OEMO-SITE 27 SE 21 COMPLAINT v 07 17EM0-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL � OWNER/CONTRACTOR TO MEET _YES NO y COMMENTS: -G �1� � W a J ,,_ �, i O �� '�" O � � W i �` � Q � 2 W � W � � d ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE w � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in advance.473-7357 Owner/Contractar on s' - Inspector. White Copyllnspector's Ffle Canary CopylSite Notice ✓ DATE TIME CITY OF ORONO CALLED IN � INSPECTION NOTICE SCHEDULED PERMIT NO. COMPL ED " .� ADDRESS `�/�� °L/(/� OWNER CONTR. L��1�5 A, TELEPHONE NO. ` � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI PTIC FINA 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: ES NO � COMMENTS: `� �'p�� l 1�c W C � J O � � O � W � Q � 2 W � W � � O W ❑WORKSATISFACTORY:PROCEED PROJECTCOMPLETE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WIIL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnedContract si : Inspector. White Copyll�spector's File Canary Copy/Site Notice