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Home My WebLink About1995-007235 - new septic - PERMIT ' CITY OF ORONO PERMIT TYPE: _ _ 2750 Kelley Parkway- P.O. Box 66 _ '�`� '°=_ ��_�_�� `.`�` Crystal Bay, Minnesota 55323 Permit Number: _ ^ (612) 473-7357 Date Issued: _ SITE ADDRESS: _._ ��:E�`�=°�r"� _.-._.. ..�_ ;��. DESCRIPTION: .....r..c_. _. .. �_ _.. ."�. ...._ _ ` `.r:c: 't.!`.=ht ...:.- ; i t : . _ � � — -:.t" f.i—.� - I �— �—' 7 i_ — —'� v 4 k'.[.{�, .. ... ...._.. . _.. .- ...�.:t-'i� yu'r_.I i�.�. . , , __ . ...__. _._._. ._..��. REMARKS: L 1 " -. . ."."._ �_. . _�=t� FEE SUMMARY: - .�;". �..-..._ �� ;-...-. - - _.._._._._ . _''_ �L ' " ' ' ' 4�[ ' 'r :.._ _.' :: _.. — _.. . _. . ..'i '>�i�:7 ��e_? •� " '... _. ._. _..._....�..�.r��.__... '_ _ _`j,,._.5 �.:f�..-: _:i �'�f-, . .. - CONTRACTOR: � . -:= �' '.°:= =`- �� - OWNER: . _ = � ��f:. _._,- _ .. �.. _ ::.�.-.�-.`;� _� ._-.___. �r�;, - - r,. - � ,,- -r . :'�5=•� " -- �'�` - - : .- a ._.• . - . ,._ , : � , _ _ ; :; _.. > .' .. . �j�r �.si:,i�.3�h;:�I�-i��.� I��=Y Ft��k�_��'-��- ��;:�:1 _ '�w�.;t� ��a t'f?�P'.�. ��:� �. �r�. ;;rq`�;��x`•Y�.'�Z�.ik . °:��I�=�� #��:� ��,�;�°��.w. �t� �� ...�. ��;.¢�'�=: ��i `�a�'��:.:� ��r,��-, ��=��,. ��9�s� r�R..l.... C:I T'� �'��' >_f�i�_.��':�i! #3�ss t T'i,`�i„�`-�,�```,!�":�,�: ,�-'�.t,��"i ;'��-*`�`� �µ.=� i i��J!''.��;m�i�€`F� ��;#I t..i"a, �"',;��t��,�I�'.��`-:� L - . _; _. . � ��,�'"d'-`j �!�'.e"''�e'�e APPLICANTiPERMITEE SIGNATURE ISSUED BY:SIGNATURE � . , � 3�� CITY OF ORONO SEPTICSYSTEMPERIVIITAPPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, 1V�i 1 55323 JOB STTE ADDRESS: ��' a•� �0�� S�o�� i� Occupancy Type: Residential �� Commercial Other Permit T e: New or Replacement System, $100.00 �^ yp $ 50.00 Repair E�dsting System, - (Tanks or Drainfield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: 1�IU2/�� LcvS Phone Number: Mailing Address: �y�� '�� City: CyLo� -- �P� Contractor's Name: c.��.�-L �� PhoneNumber:_��%6 if�ss` Mailing Address: �'C� ,.�� ais _ City:s%.�✓�__ �� s�� DO NOT MAIL PAYMEN'T 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. ection is re uired C. Drainfield trench installation prior to covering. For mounds, insp q after rough-up but prior to sand placement (san.d will be jar tested for silt content), and again during pressure distribution piping installation in � rock be�d• S�tion D. Final inspection to verify proper final cover depths and to veri that all ump (where required) components are functional and comply with codes. 5, Individual holding NIPCA Installer Certificate shall be present during inspections: A 24- hour notice 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 installing the following: A. Tanks: � Precast Concrete Other Manufacturer Tank Capacities: 1) �� Sal• 2) /� gal. 3)/� gal. B. Pump Station (if required) a�ch um curve & Pump make & model �/yf � P P literature); system design requires y�; gpm at 3� 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: 66y s•f• Mound Depth of rock below pipe / � " Rock bed dimensions 'x ' _ /'/Drop Boxes Sand bed dimensions 'x ' __ �� Distribution Box Pressure Dist. Pipe Diam. �� Maniford Pipe Diam. " D. Final Cover/Topsoil to be: �borrowed 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. ' ` Date: �f�O—S.�'� SignatureofApplicant: �o�� l� MPCA Certification No.: �,S/� Staff Review: Approval D �� Reviewer: Date: �`��` J — Reason for Denial: . . • � �� CITY OF �ORONO � �,� � �,�, �� SEPTIC SYSTEM APPROVAL � O ��,� ��,:. �:�� . �� of OROIeT� `�,�f�,� �,�,, ', '�,` MunicipalOiFic�s t� {�� ,.y�i��£$��y Fy �,�'�,�`"� ' Post Office Box 66 • "$`� y ��a�t�� G'�. �.*'' y` A " � 4� � � � r,� Crystal Bay,Muvxsota 55323-0066 l �ut�i�r�'' �'c' � ,�r r�� ¢,� �:.� �. r- �,'�='� �kEs7T.�g � '`�`� � :► . �,``- ��; �:,. , ; ;,�.., - LOCATION: 2 4 2 5 N.�'Shore Dr. Morris Levy OWNER: GENEitAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALliATOR: S-P Testing REPORT DATE: September 2G 1994 The�ity of^vrono has Approvec? your��n-site system design as�f ��r,�,� ,TT� (approved-disapproved) (date j A variance has been granted to allow the seFtic wi�l the following corrunents: tanks �J�thir i5 ' of the wetland as no other o�tions are available. _ �rhe �ank neea r.ot be locate3 behind the residence as nccess wou1: be difficult =or tanf: installation. The tanks must however meet well and uriveti�ray setbacks ar.d reraain at leas} 30 ' from tne etla d T�iiS IS I�`UT A PERIVIIT. This is a design approval form w`2�i.ch must accompany t�e'si�e pl�an: t1 aernvt zr�ust be issu�ri to a licenser� septic contractor prior to installatio:�. A list of currently licensea septic ec:�tractars is enc;asecj. I�;OTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval cf the InsoPctor (473-7357}. Call for inspections 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the lnspectiot� Depaztment has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is :�llowed wit�hin 20' of tested drainfield sites either before or after system construction. Compaction oE these arer:s could r.�nder them unusable prohibiting the timely completion and or lirniting the long term use of the property. A si�e copy will be avaiiable at the City Offices for the sepcic cor.tractor. CITY OF O O � By ` _ ` �/' � Stephen e an, On-site ystems Manager � 'I'ELLPHONE-473-7357 •FAX-473-�SiO ��/i�g� A �D S�P _TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE � St. Michael, MN 55376 • (612) 497-3566 E� � � ,�� September 20 , 1994 Morris Levy 2425 North Shore Drive Orono, Henn. Co. , Mn This On-Site Sewage Treatment System is Designed for a Type 1, four bedroom home Designed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . This site has an existing failing system with surface discharge. The existing tanks may be used upon approval by the local Inspector. The tanks must be water tight or will need to be abandoned, pumped & filled with soil . Approval will be needed for the existing tanks to be 50 ' from a wetland or if new tanks are installed, 35 ' from a wetland. The pumping chamber will need approval for 50 ' . The soils on this site are a loamy sand . A seasonally high water table was located at 86" , (mottled soil ) . The bottom of the system must be located at least 3 ' above the seasonally high water table . A 5tandard Trench System may be installed. The soils at a depth of 30" have a percolation rate averaging . 7 min/inch. Each trench will need to be over excavated a minimum of 12" and be replaced with uncompacted loamy sand. This liner is needed to slow the effluent down for treatment. If drop boxes are used with a minimum of four trenches, this liner is not needed. Recommend drop boxes . A pumping chamber wi11 need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the mar►hole and pumping chamber in a we.ather 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 greater than 100 ' away from the proposed treatment area . CONT ' D �� r �� 1 - 1 3 � � _ 1 - � l� - �� _ l ��Yd� :�:� ��7 = lp.�.��,.�3 _ . , e� . . ____ __ __-- _ . _ __ _ _��. g��l� � 7. .� ��,� � � � �� . y � �� _ �--� _ _ _ _ .�� _ _ _ �n,� �ji��e�s o�� _ � � _ _ _ _ _ �� _. . � �x t� �X�CC� = �)C� -�'3 � �3 �i �� - � �' _ _ �� - _ -�� }►�� 1,,,�,- �- _. __ �/C�-�� c�.� ,�� - t3�� ___ __ _ _ __ � _ . � �ank __� _ ___ . ____ .__.__ ._____.._._. ___---. _____..._ i _ -- _. _ ��1�� _ � X _ �x ld� _- _ 1g�3 _ _J �O� ��a3�� =►�� `�� _ __ _ _____Tn� �r�h� `�;�l�b� _ __ _. _ . _ _--- � ��1 1,�6 _ _ _-�C� . _ �i l c�� r� �- a � ��'l c�vp � �� t�dv� _ �� ac�m�� "� ��►� � -_ __ . . ��r )' c�c�P qn �'�o��- �Q��_ _ _ l _�� _ _ �` K�5 � , Morris Levy 2425 North Shore Dr. Orono (2) Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before -construction. This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than gray water (laundry, showers, etc. ) human waste & toilet tissue should be disposed into the septic• tanks . Garbage disposals are not recommended. Excessive amounts of soaps, cleaning agents & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend �to pump & clean your tank through the manhole by a certified pumper every year if you have 1 tank and every 2 years if you have two tanks . ��.� ..� . � � � _--_ Steven B. Schirmers SBS/ds — — ---- , ----- -------- - --— -------_- - - - --- ---- _ ------ - � �'� �c5�,v;\ -- --- - -- � j 1 � ��-i� � i �-r i zy�� ti :, �X-�' WG'o<:z.':- . N ��,w ti.._�..�.._� `.�` '� �. I N � �-` � � `� i � '� ^ ,M'��.o <:t�i, ��.b � �A K r , _.-�t. s-$ ,�,� ,�,�` �— � " ,c �.,�_,�,�-r �'� � wC-TIJ�IJ t� , '��J`' ' `�--' "1 '" - �-_�;o' �- aJC F'�cPosF-a '�sc-�1;c%�t'E�-�T � �� r '� �i%- EL. � s`�. �'e�€r� Co(0 9 s.�.c-c ��; 3 ' 1 �w.i ��, � y.a 1 � �� .., �„t-x�c W\C:c'<<F£�1=Y<< : 1� �i},,� ��,.. :� 1 -<3��D 1-�54 4�-�R=6��_!?G=� $:.�Luy�+ w.3��tf�� - � . �°1'7.(O f i� ��.ie-�Y'Ic7:-� `� Y K' ,' 7 \ � `�,aC., �5.�. i� o �'� `'�-p i�� .. yr..-��1.:..`� � ��b q a <3�." /mS o y �a�3 � ..,✓ � ��- f v� ` �" �\ H3.y . \ � � �`j1-\� C �`� /e36 S � \ �� ` `\ c�`s4tJ SJ�L- � i�ar�. .�x�xi�L �� \ ;,�o^� �3�5'- ��" "'- � •,�-+cNs� \ a ry� . . �,�'� _�'/` ,..�,-F`*� ``� e -✓' ,- ��"'� h �� y? fij-� ` '�^�-tZ,h o , Nv \ a�y��q. �o'Pcs�c� � '7�oy 's,-'"ati;� �,.��o-�� %�.�?�1 p t?11, '� �,� Gu�.�.<<�� . �\ l71 � c�E4>-i �' }�S � .. �4"�__ - �,I ' G o..-f ,`/�_ 8 lU=r:.�\'C'� � r�� s�=�Yvl -M� � �s-f ��. :t s�c, I l.1:��1--L.. `� +'17.� �� ..03 ��v�- — r�c-.-�•_Yq i �� , ,�� ,� �: a,� � '� �_ �^ �w- i ,,�- � � � �i � l�l � '�- i ��.� ?;L� N�AV`� ��,��p,,,�.�,�r o�� o� i '�� P�ti��'os�� -�� 'r,��t�N� ,atsz-G� ��-L-�- � �r: ..�_ .. _._.,.._..___ ,,.... �� p�'�'(�''-�'� =C�l-��'Qrt1L'�1U� �:5�� . , " '- � _ _ � � ��e;R ,.�. i-"-'�., i ,r� ' ��',' , � • � .ij" ;-.1 . ."� ' ,. __ ,_ �S f_ � � I/ _.r. - ,_p� , ,� , :. _-il , . ; _ .: � ,. .. . �i � i \� �.4�G 'S'�-. . .r� �:� �.' I fi'.�11 �...�1, r - . \ �1 . . � . .�.. ' \.\ � . ' r E _l'.{!`�C .. ., . - I � \��_ k ` ' . a. .�. � ' 9CF.:1'e , . . .... .� , � , � �� . i i � VlJ�f Ll N D �.`_ � � �; � � '��,�ltil. '�D\ � -T`,>' �1 r'j4_'_' l,U,-c � � . '� � � � � �� Pr.'-'0°ERTY OF: M o�-��=� ,��/� � I � - -.r�.-��.-� i�,ti r i l.r--, �--- �( .� ��CO�0�10(l IES�S CCC{t' � = �.� �i �� ,i'=_ li �• � � �� ,�k�;�I XS,�iI Bormcs �.�-1 �.S �:� .1 S�-v�': �� i�� 1�'L Ci; p � k ' ^ � �n�i: M r C Y.-t��G r�1�.: 1a��`�`--� C� I ,i=Zi��r �i',T UI r,; ��,. L�„i,�y� �,�z ,..�} "�:�°= TFt15 S}'S1P�1 !S `0 t,`e CG151fUCiPL� 10 meet (� � the MunnesC,� Foiluhon Ccn',ro: Agercy I �� Cnapter 70�50 & Local Ordinance S-P TEST//tiv //VC. Note : Check all underground utilities - �5�9�� Y. f�9 ✓' `� �,� ' i , n��o:�/�!/�!, PH. 6�2-497-��56 � • - -----_-�.--- existing grode . ( l I back fitl 6� min. ,_ 3�to4�� loyer of uncompocted � � „ hoy or strrnv covered with = � O I 4 pipe dio. - red rosin poper _�� ' , � ' ! �rock filter material � ` � rake sidewalis 8� bottom to � I remwe smeoring � � � SET- BACKS � i*=�8�36� HOUSE . System must be� � � Tank .�' from property line's (3 s��-r��-�o "�-0`"� '`�'�� TRENCH X— SECTION � ,S.Q from wells C so' ., „ " p"'"�"��c.u�"'�s�Q�... � � from bidgs. (min, of two trenches) L�� 'Pilv+�'P w��L �6-� __ � ,�� Treatment area ��from lokes ��D 9 � - �1��,0 �� -��,� �w n�m � , .^��treoms (mmc. len t h IOG ) `.�J�:� Treatment orea �� from property lines 3-�qt-'uo�ES �'�� from welis Aa4�rt�l ��from bldgs. � � - '- - 1� from trees ote�Power supply and switches must be in a weather SOIL BORiNG ELEVATIONS ; , � � � �� proof endosure outside�pumping chamber - / ; a�min. - _ ` � ; � . �oa.o i i i i < ; - -- ' ' TH'�I EL.-lco•�d ' =__a_' � e tr;"J��--.7 L---,.._._,'--'j . w � - pp--- TH. 2E... .10�.3 .�'i5�=' ` -, �-r�--� ; Tank Tank '� FLDw `-'�'� ��-; '--, �__' �_� Grode�,%sbpe TH."3EL.-1sQ�1 � Drop to Tank ,Ss-�wcvc.µ � � " ' - TH."4 EL.- ; „ , �`-ioo,s . � -�o�� At least 41/2 of undisturbed � � Min. I to 8 �p�mPi�9 earth betw�een trenches TH. 5 EL- � I! Max.l��to4� �E��j--�� '��`�S'��'�>`��`-�-�`'"''�4 Chamber ELEVATION ot PROPOSED PUMPING 4�to 6��dia. i e �� so�L' Ma� �� 1� � �-�� L�_ DROP BOXES CHAMBER-2'L (ground elev.) ��c ; P P wQ�s� -t�b��T y��w� u%Q's� �w�x� ��. I V�o�a�� t�-� 1 S'r�t��-�� s!a .� SYSTEM DESIGN �L-ow L.�t-1� •' " '75. y � � TYPE�S ,y BEDROOM - Percolation rote� min.lnch (design �-I min./inch} ��,�, ��,� L,�,� .;.-��,��S - i Treatment orea required w/� of rock filter material�I /o = ' sq.ft. of trench bottom area needed =�e� trench width = a� lin.ft,of trench needed , number of drop boxes� � � ' (to � deiermined by the instal!er) ' Number of tanks required �. , Ist ia oovg I_, 2nd ank/G�;gol. inimums - �o�,� �Q4��.�� r,�� t ,x� c,r -�� `��.� -z�_ ��y' �:r� � I ! Cleon rock 3� cu.yds. ( 3/4�� to 2 I/2��dio.,includes 2��above pipe ) • ' PROPERTY OF� M��'� � �~`!`"� Pumpi�g chomber capacity= 25% of daily sewoge flow�of�oo gal.=1�i,gol.+Reserve.stornge�gal.t P�e back droinage�2gal=`� I.cop. =`� �-� ��'r� s`�� '� `� � ., 1 S� �vy�:� R� s:t `i rTs'- v�.mP wYr r�,r� �9�a i1«. �---- JE o).a O 1-�T 1..1 . !�'F�1.1'l-� . C C . ' ` 1 ( Reserve st ag - �gal./ bedroom=�oQ:ya�. * pipe back � ge-�� gol./IOOlin.ft.� p�pe- �ength of pipe e ap�31� ft. - . �� Pump siz � �•v � h w/mercury float pump controls w � "3" � t=!F�.'� �'�'f=�; � �-> �1 p �,?�. ,,,,L�n ,_b_,4x. ' — S—P/ TES /NG 1NC. � ` � Note� rNhen ructing bed - , this area should be stwpe Note= Distonce from treatmeM areo to neighboring wells— pe5;9ned By� 7t--- �• � �� i 10 divert run-off from entering treotment area. L�!="�� "'�`�''�� '�0 � ; � Dote��/.�1/� , PH. 612-497-3566 IND1�aDUAL SEWAGE TREATMENT SYSTEI�T WORKSHEET � D-25 �'��• Estimucd Sewage flow io Callocs pa D�y(gpd) A. `Esdmated LaD � gpd measured x 1.5= gpd ��o� Ty�i ry�u ry�nt T�rv SEPTIC TAI�K VOLLTti1E B`�t0O1OS B. � -1 D D a gallons 3 a o 3�0o i� � 4 600 375 256 1°` .r� SOILS(Site evaluation data) 6 I 90o su 3 i �� cd�� C. Depth to restricting layer= '7-�;�" 'fo�> 8' feet $ i2oo 5�s ao� D. hlaximum dept h o f system C-3 ft= �•S ' feet E. Percolation rate . '� h4PI Number '`t�"m'� �t�nm�,ro F. SSF ,I a� SC� �� of Sc T.ck Gp.�iryWi�b �`�� c��.,� TREI�ICH BOTTOhi AREA � ��flV'Et.t�sS B�O°�"5 �8�i �� csil�� H. For trenches with 6 inches of rock belo�� the i ��L� ' p�' °' 2 or less 750 1.125 A x F=Lao x ,1 a� _�Sr3 sq ft of bottom area-+�o"� =�3`� 3 or 4 1,000 l.500 I. For trenches with 12 inches of rock below the pipe: „ 5 or 6 1,500 2,250 A x F x 0.8= 6ao x La�x 0.8=J�_sq ft of bottom area-+io`°� (,c,�l 7 or 8 2,000 3.000 J. For trenches with 18 inches of rock below the pipe: �SE- over 9 See fig.C-6 (x 1.5) A x F x 0.66= x x 0.66= sq ft of bottom area S,,,o,�„aQ,,,o,,�,,,�,,,.�,,,,,k,,,,�,k,,,,,,,, K. For trenches with 24 inches of rock below the pipe: P�,,;�,�,,, +�s-r � Mw�p�r�nd� Soil Tc�cture i M r%�� AxFx0.6= x x0.6= sqftofbottomarea ��, �- BED B01'I'O�i AREA Fuce�,�o.�• o�su,d — — L. For see a e beds with 6 or 12 inches of rock belo�v the i o.i eos s�„a o.a3 i.zo P g p�� 0.]to i Fine S,i�d" 1.67 0.60 1.5 x A x F= 1.�x x = sq ft of bottom area o�� d.��o�, �?,. o.;v lb�io 30��' l.oam `I.b7 0.60 31 to d5 Silt Loam 2.00 O50 ROCK VOLUAIE IN CU FT ab�o¢o a�y Lo�, 2?0 o.as slowe than 60"' Qay — to2�) M. Rock depth below distribution pipe plus OS Eoot times bottom area: •sal bo co.n�ie. �e�e.m�me M=Rock depth+6 inches x Area(H,I,J,L,h') � �"�^'"�"'1Of<'Pd�YP��'y�'O1L "Soit hivin6 507L er mwe d Iv�e w ver fin wd (1.J +0.5 ft)x�r�= oo cu ft `;,,�^�',,,i�,d":�';��„P'�,°,,,,;�;'„� ROCK VOLUME IIV CU YDS N. Volume in cu ft divided by 27 � M+27=cuyds/g�+27=�cuyds ROCK WEIGHT O. Cubic yards times 1.4 = tons 6 inches= 0% Reduction* N x 1.� = tons�Z x 1.4=�tons 12 inches=.20% Reduction 18 inches=34%'Reduction DISTRIBUTION 24 incfies=40% Reduction ��r U�eAJc L`.F ss -�� (Check one based on slope) i",s� ��y : s ��,�,,,,�, *sizing for gravelless trench Bed (less than 6%'o slope) Tre ches '� a�'� u�a.�c to"o,a . �Drop boxes(any slope) "4��'�''`'``'`-' ��''c`�. Distribution box(level to slightly sloping) + TRENCH LFI�IGTH tiftir•r•r•r•r•f r.r•�•�•�•r• T '•'•'•~•''•'•~•~ ~•�•~ 2 inch Cover � f.l.t•t•�•r•IN•l.l•t.t.l• ♦•�.ti•ti•1.•ti•t 1�•ti•�•ti•ti•ti•ti � P. Select trench width=��ft r•r•�•f-r•f•;•.•�•.•f•�•r• ti.ti.ti.ti.ti.ti. .�.ti.�•�•ti•ti Q. Divide bottom area b trench wid th: (H,I J or K) =P= "''r""' '''''''' Y � � �f~ftil�� ttti!~l�fy 1•ti�ti•ti• � �•1•ti•'ti lineal f�t ti;ti;ti?ti, f�{ti�� 4 inch Pipe (,,�=�_�,�lineal feet f�j�,•f '•�''f�'� :.ti...ti• ti.,.�•� f•r•r•r• f•+•r•r• �.�•ti•�•�• �•ti•�•ti•� LAWN AREA 'r�r�f'f�r� f•f•"`'r•f• ll "'''""'"�'�'`'�'ti''"'� 1 a R. Select trench spacing center to center=�feet f�f�f�f�f�f�f�r�f��r�f�f� i �t�t�t�t��'�/~f�J�l~t~f,l,l± \.1.�•ti�ti•ti•ti•ti•t.ti•b•ti�\•ti S. Multiply trench spacing by lineal feet R x Q=sq ft of lawn area ±r+'•�=�f~'•ti�tif+f�'-+'•��+'•+f� �2a inch !•t•t•t•t•l•f•t•!•f•J•t•l• '4.'\.L•t•ti•ti•�.�.1.ti•1.�.1.1 ��X = l�`6t-�SC]ft r•r.r.r•f•r.r.r•�•r.�.r•�. Rock Below the Pipe �.�.�.�.�.�.��.�.�.�.�.�.� 1 r•r•r•r•r•r•'r•r•�•f•�•r•r• ti.ti•ti•�•ti•ti•�•�•ti•ti•ti•ti•ti�ti t•f•t•!•t•f•t•!•r•I•�•J•!• LAYOUT(Use other side) 1•�•�•�•~•�•1•�•~•,•�•�•�•, tififti:tiftif��tirtif��tifti�tif�� 1.Select an appropriate scale;one square= feet. 2.Show pertinent property boundaries,right-of-way,easements. 3.Show location of house,garage,drive�vay,and all other , improvements, existing or proposed 4.Show location and layout of sewage treatment system. 5.Show location of water supply�vell. 6. I?imensi�n all set backs and separation distances. Fioure D-26 , � . F-17 PiTMP SEL,ECTION PROCEDURE � �. F1dD PERFORATtON OF p PERFORATED LeTEpoL A. Determine pump capacity: �-� Gravity Distribution i�� 1. Minimum suggested is 600 gailons per hour(10 gpm)to stay ahead of _ -:. - ' a�..N�w�,k�,,,,,- water use rate. �. "'�"�`""� `��°"`°��°'••"�""�" � .�,��,«�,�..� 2.. Maximum suggestedfo�de ivery to a drop box of a home system is 2,700 _. . ��•��a"'�'"°��_°^'°'� Nb C00 fie� Tey gallons per ho (45 m) prevent build-up of pressure in drop box. ,:.,•�,,„ �-.,�.�.� �:•�e Eaa. .. o n Nla M! ef Nect LN�r , . ... PY/pv/1pr LDcatM el Pressure Distibution �"°"5"'°�°„ �•��""«`.�."� 3.a. Select number of perforated laterals . ' b. Select perforation spacing= ,--- fee� ��b'M►�,'�„`„"��"° c. Subtract 2 h.from the rock layer lengih. ��-feet d. Det rnune the number of spaces between perforations. Length perf.spacing= .ft._+_„�lt�- spaces Requ�d Prrfor�eo�D�� e. spaces+ 1_= perforations/lateral u+galloro per aunute(gpm f. Multiply perforations per lateral by number of laterals to �H�e �Zm��,, `ad� get total number of perforations. �,�,,,, x �;��'�- `-perforations. �f�c> g �" XT� gP�� 1.Oa 0.56 0.74 SELEC'TED PUMP CAPACTTY �-1� gpmm�-x • 2.�b �.8� 1.�4 B.Determine head requirements: ' a.Use for single family homes 1. Elevation difference between pump and point of discharge. b.Use for all other applications �_feet 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity system,zero. --- feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. , p'P�L�B� , Read friction loss in feet per 100 feet from table. � � Po�n�of D�schars� F.L._, 3.��ft./100 ft of pipe ' ��I b. Determine total pipe length from pump to discharge Elevation Differcnce� - point. Add 25 percent to pipe length for fitting pi,n,p 7,2 loss,or vse a fitting loss chart. Equivalent pipe length-1.25 times pipe length= F-18b "� !� x1.25= 39 � feet 1.5 inch 2.0 inch 3.0 inch c. Calculate total friction loss by multiplying � Friaim loce pa IOOft of pipe . friction loss in h/100 h by equivalent ipe length. 10 0.69 0.20 Total friction loss= "�`1� x 3.� � +100= /J feet 12 0.96 0.28 4. Total head required is the sum of elevation difference, t4 1.28 0.38 special head requirements,and total friction loss. 16 1.63 0.48 18 2.03 0.60 20 2.47 0.73 0.11 �a _+ - +� 25 3.73 l.il 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 0.30 40 11.07 2.64 039 TOTAL HEAD �feet 45 1a.73 3.28 0.48 50 3.99 0.58 55 4.76 0.70 C. PumP Selection 60 5.60 0.82 1. A pump must be selected to deliver at least y� gpm (Step A) with at least �feet of total head (Step B). m r.�,�C.• L- 1 � C�R7'iL'IC11'rI0[J ;I UU627 Loc s of_Soil Rorinc.�s� Location or Project (yQrris Levy, 2425 North Shore Dr. , Orono IIor�ings Knade by �-P Testinq, Inc. Steve Schirmers _ Date 9-13-94 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : lland X , or Power , Flight , or Bucket X Depth, IIoring number 1 Depth, Boring number 2 in in feet Surface elevation 100 . 8 feet Surface elevation 101.3 0 - ---- -- 0 - ------�-- Topsoil dark brown sandy Topsoil dark brown 0 - 10" loam 0 - 10" sandy loam 1 Brown loamy medium sand 1 Brown loamy medium sand 10" - 1 ' 8" 2 - 2 - 10" - 2 ' 3 - Brown medium sand 3 - Brown medium sand w/traces of sandy loam 4 - 4 - . 1 ' 8" - 4 ' 10° 5 - rown 4 ' 10" - 5 ' loam fine s nd 5 - 2 ' - 5 ' Brown fine sand Brown medium sand 5 ' - 5 ' 8" 6 - 6 - 5 ' - 6 ' 8" Brown medium sand � _ ray 6 , 8„ _ � , br°sandf�ne � _ w/traces of fine sand Gray brown medium sand 8 ^ 7 ' - 8 ' 8 - 5 � 8�� _ 8 � � I:nd of boring at 8 � feet. End of boring at 8 � fe�t. Standing water table : Standing water table : present at feet of depth , present at feet of depth , hours �after boring . hcurs after boring . Not present in hol� X Not present in hole X hlottled soil : Mottled soil : Observed at feet of depth . Observed at feet of depth . Not present in hole X idot present in hole X Comments : Comments : L-1J C�RTIL'ICATIOIJ ;I UU627 Logs of Soil_}3orin� Location or Project Morris Levy, 2425 North Shore Dr. , Orono E3orings�made by ;;-P Testinq, Inc . Steve Schirmers _ Date 9-13-94 Classifiction System: AASHU ; USD�-SCS X ; Unified ; Other Auqer used (check two) : Iiand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number in in feet Surface elevation 100 . 4 feet Surface elevation 0 - �— -- 0 - �----- -- Topsoil dark brown sandy 0 - 10" loam 1 - Brown sandy loam 1 - 10" - 1 ' 8" 2 - 2 - Brown medium sand 3 _ 1 � 8�� _ 3 � 2�� 3 - Brown 3 ' 2" - 3-1/2 � sandy loa 4 - 4 - . Brown loamy medium 5 _ sand . S - 6 - 6 - 3-1/2 ' - 6 ' 8" � Brow loamdy6 ' 8" - 7 ' 2"-MOTTLED 7 ' " � - y br wn sa dy I R st � , 2„ _ 7_1/2 ' Yoam g - 8 - ( I Fnd of boring at 7-1/2 ' feet. End of boring at feet. Standing water table : Standing water table : present at feet of depth , p�esent at feet of depth, hours after boring . hcurs after boring . Not �resent. �_r hole X Not present in hole hlottled soil : Mottled soil : Observed at � � 2�� feet of depth . Observed at feet of depth. Not present in hole Not present in hole Comments : Comments : CERT. �00627 � � ` YERCOLATION 1'EST UATA SHEET S—P Testing, Inc. 9-13-94 1 :43 �'�"'� Percolati�>n tcst readings made by on starting a� p.n�. � .,,,,«, 9-1 —9�4--- 2425 North Shore Dr. 1 Test h��lc lor<uion . Hole number . Uate hole was prepare� 30 6 Uepth ul hole buttom inches. Diam�ter ui hole inches S��il data from test hole: Depth, inches Soil texwre 0 — 10" Topsoil dark brown sandy loam 10" — 20" Brown loamy medium sand 20" — 30" Brown medium sand Method of scratching sidewall Knif e Dcpth of gravel in botrom of hole 2 inches Uate and hour of initial water filling 9-13-9 4 Depth of initial water fillin; 12 , inches above hole bottorn Method used to maintain at least 12 inches of��ater depth in hole for at least 4 hours Not needed due to Ganr7� sni 1 s , Maxirnurn water depth abovc hole bottom during tes� 8 inches Time ' Percolation �ime interval, Measurement. Drop in water rate, Remarks minutes inches level, inches minutes per inch 1 : 43 1: 44 12 12 .08 1 min 1 : 45 1: 46 8 4-7/8 -2 �� 1: 47 1: 48 " 4-3/4 , 2 �� ► 1 : 49 1: 50 " 4-5/8 , 2 '► �� 1 : 51 1: 52 " 4-1/2 , 2 �� 1 : 53 1 : 54 " 4-1/2 . 2 " " 1 : 55 1 : 56 " 4-1/2 .2 " " Percolation rate = ' 2 minutes per inch. CERT. �00627 � � M ' PERCOLATIUN TEST DATA SHEET Pcrcolauon test readin��s made by S—P Testinq., InC. un 9-13-94 starting a� 1:58 �-�„� �d�,�,� — '�cst hule location 2425 North Shor'e Dr. , yole number 2 , Date hole was prepared 9-13-94 Uepth of hole bottom 3� inches, Diameter of hole 6 inches S��il data from test hole: Dcpth, inches Soil texture 0 - 10" Topsoil dark brown sandy loam 10" - 24" Brown loamy medium sand 24" - 30" Brown me ium san w races o san y oam Method of scratching sidewall Knife 2 Depth of gravel in bottom of hole inches Datc and hour of initial water filling 9-13-9 4 Depth of initial water filling 12. inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Not needed due to sandy SOi 1 S , Maximum water depth above hole bottom during tes� 8 inches Time ' Percolation .�ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch • 1 : 58 2 : 00 12 12 . 2 2 min 2 : 01 2 : 02 8 4-7/16 . 2 1 " 2: 03 2 : 04 " 4-1/8 , 2 " " 2 : 0 5 2: 0 6 " 4 ,3 �� 2: 07 2: 08 " 3-7/ 8 ,3 " " 2 :09 2 : 10 " 3-7/8 , 3 " �� Percolation rate = ' 3 minutes per inch. CERT. #00627 ' � " PERCOL.�TION 1'EST DATA SHEET S-P Testing, Inc. 9-13-94 2: 15 �' "'� f'crcolation te�t reaclin�_s m;ul�.� h�'-- on startim_a S.i�, 2425 North Shore Dr. 3 '"°"' 9-13-94 7�est hole location . Hi�le number . Date hole�+as preparecl 6 Uepth of hole botton, 30 inrhe�. Diameter of hole inches Soil data from test hole: Depth, inches Soil texture 0 - 10" Topsoil dark brown sandy loam 10" - 20" Brown sandy loam 20" - 30" Brown medium sand Knife Method of scratching sidewall Depth of gravel in botrom of hole 2 inches 9-13-94 � 12 Date and hour of initial water filline . 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 Not needed due to s��sc�i 1 s . �4aximum��ater depth above hole bottom during tes► 6 innc�s Timc Percolation ;ime interval. Measurement. Drop in water rate, Remarks minutes inches level, inches minutes per inch ' 2 : 15 2: 24 12 11-3/4 . 8 9 min 2 : 26 2: 31 8 4-1/4 1. 2 5 " 2 : 32 2: 37 " 3-7/8 1. 3 " " 2 ; 3g 2; 44 " 3-11/16 1. 4 " " 2 : 45 2: 50 " 3-1/2 1 .4 �� 2 : 51 2 : 56 " 3-3/ 8 1 . 5 " " I � I --� Percolation rate = 1- 4 minutes per inch. � v . Q � Z V J D y1� W O Z �p Y 11J- J � Y /- W U � 0p w �� H 3 � �� - H k y,� O '� � � o �3 0 �.+ W = 2= 4� ID . 3 J p 1p� J �� u� �Q ^, Z�OC W � O y y�3 1- W WI►W h� ~~Z � ~� �s F � ►' � O � W d r W� 3 F-OdLL � j�7 � ��N l� iO� K � a 3 � J WW �;d� _= Y Q u �OC �;W ? O � Q � . 1y �'�� I I /\I �Q Qaa �F- � ;O � _ �� • •�. 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J': �� \ \` Z ;�� Z� I � yy• �!•j O �,.. ~•�,_ .� � . .If'..�: .��.:.. ,��`� � 0a � M �¢ ��'�:�'� jA�v�•.:. . .�' ��K� •.�.� � \ � W(I �� 4 ^ � 7^ � ¢ ; L�. .;1�_'. _ .v, :�^„ ,�". ---� ao � �o � � � �' �•. ' :��_ c.. •i.' O �i � m _'� ,-�lY,•, ?.`-� �, i/ ,'� :i q ♦ � �. • _ ,,�� i F � ! � . . :'.''� �� j 0 �'�'� ��: �i Z i� ,� �/ . �'. i, NOTES � OUTLET TO �. ALL PIPES SfIOVLO BE AT LEAST 4-INCN TRENCI� OIAMETER. INIE T FROM Z, EI.EVATION UF INIET ANO SUPPLY LINE TO SEFTIC TANK NEXT OROP BOX MAY �E ADJUSTE� UP OR OR PREVIOUS DOWN FOR DESIfiED EFFLUENT LEVEL IN DROP BOX -SUPPIY UNE 1qENC�1. 70 NEXT DROP DOX 3. SUGGESTEO TRENCN 1�0U1D LEVELS� (n1 2 INCVIEs �: 4BOVE TOP OF OUTLE7 PIPE IF PEHMEAEjI.E + SYN11fETIC FABftIC COVERS ROCK; (B1 Af tOP pU1�INGEPAPER COVEHS ROCK RAW ANO 'I 4� FIIGI�tER T HnN`ENVERTTOFESUPPI nF'IPENTOINCH NEXT OROP BOX. � -OVTLET TO TRENCH s' S�ES OFSpROP BOXLET ONE SIDE OR BOTFI Y,� � )� ? � $UPFLY � � —INIE�' � i-'� il`. �--�- �NLET i ; l � i - LINE � r r � �.SUPPIY UNE _ � ` ; � . � ��1 _'�_. I �j i ._� �...1._ �,/ � . � / , ��•• ' w I � � _ � � ''1_; � 1 I1�� /� "�) � 1 ._..�— 1 � � � ._� i "_""-i- '-__-__----OUT�ETS---� _;� ��._ � � 7U T�+ENC11 � _ i -OVTLET TO �.----._...._ __� �----•- THENCH �'- • D(�OP BOX ' NOTES OUTLET TO �• ALL PIPES SF10UlD BE AT LEAST 4-INCH r •t } TRENCII OIAMETER. ' IN�Ef FROM Z, EIEVATION UF 1NLET ANO SUPPLY LINE TO SEPTIC TANK NEXT OROP BOX MAY DE AD•lUSTED UP OR pR t`{lEvlOUS F,�prr, r•c in�V1' uvX --- �SUI'NlY UNE ��'NN fOR D_'' _.' I.UE'.ri) ��•/F'L IN 'f0 NEXT 1RENCH. DROP OOX 3. SUGGESTED TRENCH LIOUID LEVELS� (A) 2 INC►1ES �� _.�. A80VE TOP OF OVTLET PIPE �F PEHMEADLE SYN111ETIC FABRIC COVERS ROGKf (B) AT 70P OF OUTLET PIPE IF HAY OR STRAW ANO BUILDING PAPER COVERS ROCK. �� 4, INVERT OF INLET MUST BE AT L�AS? ONE INC►1 HIGIfER THAN INVERT OF SUPPIY PIPE TO � NEXT DROP BOX. --� . �-Ou rLE 7 TO TftEp�;;r� 5 TRENCHES MAY OUTLF.T c�riE SIOE OF7 00T11 $IDf S qf" h�7l�P HOY.. --+�,. ---- ' ------ --�'-'- ---tiy-�---'�-`— , i-`---t�::` >f , i SU�'PLY i ' �-INLE t ---�- INLEi } ; � �i - LIiJE` ; I^r�'�; - SUPPIY LINE _�_. ( � h 4� ,� � L�.I._ + � \.J � i , Z.. � �� 1 - „-.T__ _� � _ --,-; : , __ � � � - , . , , —� - ' —OVTLETS—'"' �� L, -•CJTLET TO TO TNENCN � � � '----- - -�' �----•-- � TaEr�CH �-- . DROP BOX ' GRAVELLESS TRENCH CONSTRUCTION DET�1{LS 1 1/2" Inspecli�n 1 Inlet Pipe to Next Well Drop Box 1 1/2 Male Adapter � 12" Soll Backlill :t � Corrugaled 7ubing Covered with Geotextile Fabri Drop E3ox T�ench Lenglh = up to 100 Feet Ovcriill to Allow 1,�p�S: t. Bottom ol Irench must be level. Top tor Settling ol tubing must be {evel. � , Soil �2� ol Soil 2. Scarily ironch bottom �nd sidewalls Backfill Backlill at le�sl 12 incl�es above trencti botlom 24" ' — �� ' ' to expose natural soil. � , ; ' 12" �-- _ '� 3. For propriclory products consutt Holes Located manufacturers perlormance erileria. 24� at 4 and 8 O'Clock / Figure D-33 � � �, VERTICAL 51DEV'JALL SEPTIC TANK �--FINISHED GRADE _��i . �� - AT LEAST�— 6"TO 12" SOIL AT LEAST 4" OIA. COVER 4" DIA. -�., � ' AT LEAST I" MIN AT LEAST I" _ _—_� � _.— -- � � ,,,. �- - ' A __� ( � A UIMENSIqNS FOR..TANKS W�7N _VERTIGAI.._SIDES �— WIUTH W 2�1" M�NIMUM ._.. lENG1H, t_ 2 TO 3_ TIMES THE _WIDTH _..___ 8 DIAMETER fi0� MINIMUM ._ ,___. � � OE('THLO __30�_MINIMUM; 78_MAXIMUM _„_._ C � - —�� 0.2 � ._ -- n�r �EnsT --o_ 6"_MINIMUM�_0.2 D MAXIMUM _ 6" 3,. _—C p 4 U •—. — — —AT LEl�ST 4 FEET-- -- � ��' ---^ NVIfS � �. Sni�nniw�fCSn��fnst�uic��ES�NDutivl�n 1. ANtuI61EWVERS�IKLOFLOCAIEDWtt1�N��Nt:��E9. ?. IIICf1F.ti11N1ULIM1(CNIIKMIFMNYIplCS.?0'l(ACf ��liiEMnr��KXEBY+i11MNWtr�qElOF1�KSUfY�CE ' IttMf115K)NM411(K:nIIDW1n1YJ6{FE1C� HlIIu�N IIf0C7vk11MJSl{�SECU[OIOPI�VC111ACCC5.4. wni.is b :rr�uv�lKx+U�st�v+CEOf�ENF.NUOr r�E�rrf.u+u " 7. �wr�ti�'CCIION�u'FO�AILE�SI�Wi;i�CS(1tMY:lE�1 NE�f1FSiPOr�1(Jr10KfLC9wLLl1EHUlE547�4WiwC1�kS Of111lMNI1C1lE51W.IRkIOC�lEO(NEf1D7111111ENAET p1NUMJ11E11VW12�'�CIIES. n�mOUtILIUIvICLCi��ECE1�iE11l;N[CYlifr�y�FC�Y,J11 c lOf111qu2tN11/�CYl�1fN1�CN.1/WKf.O�►�C�7f.�UNnIS0.�:0 1•iPL5511N1UC11�CSAl,ffA$1nCC(NIL�IIWF(N1NE ANDOIr.f�.N51(X1C15D75f1. UN 1 lf(H'��l W G$O�1 S N�I I N lv 1(C 5��ul U)VJtiI•f C I[Y� 1'Y`C�-MI!:1(Y IOCAI�uIlIY/f(NTIIF.tNEI/W�fXlllf-1 pNfI.FS. '" � PENCIL � �� ' � _-L_J ' � F 6 � � �� MANH E y� 4 y �► � . INLET + k SCUM �. ' �� OUTLET . :,� i � 'r;'�;OUTLET I.EVE�.�,�i�i I..I t Y I: _.. �-..—.'_ � __'f �� .1' _._— SCUM CLEAR SPACE== �� ' CLEAN OUT TANK WHEN� s� — — — ____ _.. _ �••!r��_ i �' �\�$ 3 OR LE'S$ OR — �� g 'H'IS 12'flR LESS �� — _= --= � —=�� — 1 y� . _-� - - `' r. '�:}„'�:�...,..,.•: .. . •, . :`: :: BLACK COLAR � ��`:��:`'•-�.� • SLUDGE ;:� � � DISTtNGU15NES SLWGE 'i�y�,: • , , . __ �, LAYER FROM LIOUID ,:.,..�: � i�. .�:��•�� ' ,, .��:.: �j , .,�:,. MEASURE SCUM AND SLUDGE ACCUMULATIONS i N THE S�PTIC TANK L� DATE TIME CITY OF ORONO CALLED IN �� INSPECTION NOTIC�7E SCHEDULED �'� �,1 .� PERMIT NO. �45 �� COMPLETED � ADDRESS � �`� -� -�'��%'�Le-� ' _ � OWNER ` �- - CONTR. -�'-�-�-�-- TELEPHONE N0. �� -/`�`' �� DESCRIPTION T�� I�S lLi 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALI BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL SEPTIC INSTA�, 22 FOLLOW-UP = 09 PLUMBWG RI ��:rSEPTf�FfIVKC". f 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO ° COMMENTS: '��/��[�P��;��.�'�tcL'f'��' ,L�rJ � ll � i� �, (� �i�; 0 2 �� O � � O � W � Q � Z W � W � j d W WORKSATISFACTORY:PROCEED C PROJECTCOMPLETE � C CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑ CORRECTUNSAFECbNDITIONWITHIN 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 o s' • Inspector. White Copyllnspector's File Canary CopylSite Notice v DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED % � PERMIT NO. � COMPLETED ►^ ADDRESS � OWNER CONTR. S- 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 Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEP 21 COMPLAINT � 07 DEMO-FINAL EPTIC INSTAL 22 FOLLOW-UP = 09 PLUMBING RI 23 EPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: " �� ! • �� W � a j r � � e )) � O � W � Q � 2 W �i w � � ��ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W�❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor Inspector. White Copylinspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO � CALLED IN � INSPECTION NOTICE �� SCHEDULED � l PERMIT NO. COMPLETED r ADDRESS OWNER CONTR. a� , TELEPHONE NO. � DESCRIPTION c� �b � . lL 01 FOOTING 11 MECHANICAL RI 18 E CAV/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 OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE MAINT. 21 COMPLAINT J 07 DEMO-FINAL � EPTIC INSTAL . 22 FOLLOW-UP W 09 PLUMBING RI 35 HARD COVER REMOVAL = 10 PLUM� 36 FOUNDATION/REMOVAL J Q OWNE CONTRAC TO MEET YOU:_YES_NO � /� � COMMENTS: —' � � �n��rn�.�' ' �� . � � 0 � � 0 � w � Q � z w � W � j d WORK SATISFACTORY:PROCEED C PROJECT COMPLETE W � ❑ CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. n pHOTOTAKEN INSPECTOR WILL RETURN r CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContracto n site: Inspector. , White Copylinspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO � CALLED IN � INSPECTION NOTICE �j� SCHEDULED � PERMIT NO. � � oM �E� �► �� ADDRESS Y/ � OWNER CONTR. 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 Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTI INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI PTIC FI L 35 HARD COVER REMOVAL J MBING FINAL 36 FOUNDATION/REMOVAL Q OW ONTHACTOR TO M YOU YES O Z y COMMENTS: "— � W � C � J O � � O � W � Q � Z W � W � � � d O WORK SATISFACTORY:PROCEED �f PROJECT COMPLETE W � ❑CORRECT WORK&PROCEED /❑ ISSUE CERTIFICATE OF OCCUPANCY W O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN �NSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor Inspector. White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALIED IN � � INSPECTION SCHEDULED PERMIT N0. coM LETED ADDRESS OWNER Lp/J�/ CONTR. TELEPHONE NO. � DESCRIPTION � 01 FOOTINO 11 MECHANICAL RI 18 IXCAV/dHADINC�IFIWNO � 02 FRAMINO 13 MECHANICAL FINAL 19 IAI�SHOREIWETLANDS Q 03 INSULATION 24/25 WOOD BURNERIFIREPLACE 34 TREE REMOVAL Z pq yyqLL gp, 12 WATER HOOK-UP 17 SITE INSPECTION Q 05�� 14 SEWER HOOK-UO O6 PROdRESS � v 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPWNT W 07 DEMO—FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP = 09 PIUMBINd RI '� 35 HARD COVER REMOVAL v 10 PLUMBINO FINAL 38 FOUNDATION REMOVAL Q OWNER/CONTRACTOR T EET YOU: ��YES NO y COMMENTS: ''"' � � � `_. ( � J O � � O � W � Q � 2 W � W � � d �WORK SATISFACTORY:PROCEED �ROJECT COMPLETE W � ❑CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W p ❑CORHECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN tNSPECTOR WILL RETURN r CITATION ISSUED ❑STOP ORDER POSTED.CALLINSPECTOR O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnedContractor o s' - Inspector. White Copyllnspecto�'s File Canary Copy/Site Notice