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Home My WebLink About1995-006980 - new septic system •� PERMIT � CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 - - _ _ - . Crystal Bay, Minnesota 55323 Permit Number: Date Issued: `Y ��` (612) 473-7357 �_"-�.°` '. ''.=�-`= SITE ADDRESS: -" " ' _.-. . . . . .. .�'1 , i'�, i�l DESCRIPTION: ,-._ :, . . , -:__ . ��__-y_. _ _. ��: �. . _.. . , ::::�:i� : , ; �,�; rf.:,:, �'}�;�:}3�~ �� !�*i �`�I� .�I�ilif�`i. ' , �eF.�N �_ __. .._. . _ .. .. ..._._ . _. ... : �T �� _�t=�.y'F?i :''! .._..i.�i_-_'i' ..�_��. � � ... !�'i�.'� !.L�'..,?�'is_,•�^,. �._ . ._..... ..... �� .. � " .... . ._..._ � ..i�._�. . . . .. ? , . ..'. ..' e!'} . .. :, r ...... . . :.'::i�Y .j'�.�,'.:':.' � . 71 �.�.�:� '-.. 'ii JV �::`�..: ' ��:'� t_!!LL:t ... . 1.'xJV REMARKS: �-�— "�" "''' ;,:��_:. :'_.t.� .ti�==_ _ —,';.;:; -— :�: FEE SUMMARY: ..: _ ,...... :- ..,� .._ _... .. ;' _ : _ _ _ . _ .. ==.��C;�"::.;�'� .�-� -------• - c:i i �,�';i.::c i —fs-_ "- :}ti�'�- - CONTRACTOR: - � ;=�:� ' ' •��'-= � OWNER: ,: _ �:: : .T ;��E - - - _ . ._�, �-._w:� . � , �..� . : , ,. . . , . < , . . . . .. '�'��w�. ''- �-- _ �''��'= =�` _._ -- .,'t�:i: � :=��=:�" �._�. {: ._`G:_ .. ._ `{-'�! _ .._... . �'.�_.'. ._ ,:r:} �t� _ . . .. ._.._. =F.^ . _ _ _ .; ,� E -�.. '`.�"i'.!�{.��E� �-iE.�=tiE��`�' r �_-�`-'__..T'�� F��:�'t_ . .,T:.�_�� 'a_� �#r"��.� T1-i� �'�-. _.. :�-f� , � -'. ___ .�..:`z'. iL.jJ' �{�iLP� t'T�.'... _"•_.' 4�i"' •': �? �»�_.. �r°��1}�'F'o�' ...3� ',1�!£'i��• t �,i,.3i'rIF::`�-11"'I�f•� .. _ . . . . ...._..,.. _ .. . .�t ,. . ., . ' : .�.. : 4'� :'.' F i'=" ' 7_ � .ETIi� {r�s t. _y ; gt�,g�QY�'�y-y�`„� � T {^� {��{.,�., {'p �'` � .. _. ..�. .�}� ��.��j��. t':�viC.2..e_, . .. _. , ..... -�t .��i�.!11#_,,.�,.ri�t S�� il�i,�i.f�i-:'.# 1.�S.�S...�� 3; _ . ("_f�' C '. . J � s� APPLICANUPERMITEE�81 ATURE ISSUED BY:SIGNATURE: �'�'C+ .: ��,�� CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, NTi�1 55323 � JOB SITE ADDRESS: `��1� � � Q.� � Occupancy Type: Residential � Commercial Other Permit Type: New or Replacement System, $100.00 Repair Existing System, $ 50.00 (Tanks or Drain�eld) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: PhoneNumber: Mailing Address: � City: 71p: Contractor's Name• PhoneNumber: t/�� % �=/ s � Mailing Address: City: 71p:J_�S� , , DO NOT MAIL PAYMENT WITH THIS APPLICATION GENERAL INSTRUCTIONS 1. Applications for septic'system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holding MPCA Installer Certificate shall be present during inspections: A 24- hour notice is required for all inspections. 1♦ NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installing the following: A. Tanks: �Precast Concrete Other Manufacturer ' Tank Capacities: 1)� gal• 2)� gal. 3)��gal. B. Pump Station (if required) Pump make & model (attach pump curve & literature); system design requires ` gpm at �� feet of head. High water alarm make & model . Outside electrical work to be completed by installer �electrician other . Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. � Mound ____ Depth of rock below pipe " Roc bed dimensions�'x�' Drop Boxes Sand bed dimensions �'x�o`� 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. SignatureofApplicant: Date: ��"��`� MPCA Certification N . � � Staff Review: Approval Deni Reviewer: Date:�` 'i�� Reason for Denial• � . , �;, ,: a� � � V a y�� .<;, a �,�`� CITY OF ORONO � ` � SEPTIC SYSTENI APPROVAL 0 0 = �� , � 1 yY� F� �A a '�' �� `� CITY of ORO�TO .�^,�:. . : � A� } �y /'t. �I. h ��.. � ��'j�S. �"t <:r Munici OfFices ii';fj�n 2�=y P�l '�� k fM ,�� Post QiTiCC BOx 66 � ,ti� a � � ' ! `� G Crystal Bay,blinnesota 55323-OOGG ��kES�I�� LOCATION: 4590 N. Arm DR. w. OWNER: ��' Haglund GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: S-P Testina REPORT DATE: April 18, 1995 The City of Orono has Approved your on-site system design as of April 26, 1995 (approved-disapproved) (date) with die following cocrunents: THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. A list of currently licensed septie eontractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of die Inspector (473-7357). Call for inspections 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until �nal site grading. Approval to pour footings will not be granted until the Inspections Department has verified that priraary and al[ernate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF ORONO By � �2� Stephen eckman, On-site Systems Manager TELEYIIONE—473-7357•FAX-473-0510 S'P �'ESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 April 18 , 1995 Barry Hoglund 4590 Nort':Z �.rrl i)ri�,-=� Orono, Henn. Co . , MN This On-Site Sewage Treatment System is Designed for a Type l, four bedroom home Designed in accordance with the Minnesota Pol,lution Control Agency ^hapter 7080 and local ordinances . The soils or� this si�te are a clay loam. A seasonally saturated layer of soil was found at 20" to 26" , (mottled soil ) . Due to the seasonally saturated soil , a Pressurized Mound System will need to be installed to adequately treat septic effluent. This site has an existing non-conforming system due to not meeting the 3 ' seperation from the seasonally saturated soil . Tne �xisting tanks may be used upon approval by the local Inspector. The tanks must be water tight . If the tar�ks need to be replaced , recommend to relocate ther� apprax. 40 ' east of their present location. The soils at a depth of 12" have a percolation rate averaging 4 . 2 min/inch. A pumping chamber will need to be installed to lift the effluent to the treatment area . The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed ��ith a light and sound device, this is in case of a pump failure. All neighboring wells are located greater t!�an 100 ' away from the proposed treatment area . CONT ' D garry Hoglund 4590 North Arm 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 Treatmen�: occurs . With proper installation and maintena�zce, 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 , _ _ SSG-_'o--. , _ _ ---- ------ i --- _ __-- ------------ -- - --- __ ___ __ _ ___- --_ _----- __ ,� � z � (� = JS.J �,u D i / � � � � ?fr.S �'ANOI�Y (SAR�� I iY.i o I T—� � --.____ �s x.� � --G¢-1 lJ1�� — \�' �� X�ST�Nb , � — '` � �y.f/ � WE(_l. J �\ �G-� O U LF] � .y �,w_U- \'�j �\ q�uR ,y ,=zr5'iuis d, X�yd. L��• � i � Hous� i � . � ! I vi � o / _ 1 1 � - - i � ' ,.�R9�a � ' °� ,�'i�6 i ��k.; � i d'i � � � , . : b`�� '�� C�S-��t1b 1� �� Peo-4�t� �4�A �o � i �x , 19.a / � C'��'t1k�-"F S �/ � •(1�1f-SO,s(N 'FD� 9y y ' ��"(` -- l�Sl`�1 • �� t� �.0?a L�� "E Y�ss r�i.-� FwCilgf- .. ✓ / ti�tP�'sior-t / `: XioiS d, � __ � � �C _, )p \r � � SLX1� 1�C SSA�Yh+�1'� ��A�`L-DilT r-., ,�1rC��oPoS+to -(il>1�/i � � � �" � � ` � � �I / � 8�-E�-�v � �.o�R-f)vN �F e,c�5c1vL � �� -- o / / � "3 � � i��Co H�� -CRf�Ys �a6�9 To o� �\� �- � 'P�o'SbS�O FiV—1 D�.0 0 a O \\\ � /� . % /`,_��J\ �\ 7/ A'P Hs�vo� �i\v� — ��1� P�vrr��►�V �� y � �..� � �, � �� i�` \�i��rv1.7. '- � �� ,J � � LkYlmg�'� �� I � " �` '� '��r� \ � �y' _ / ,� �� / -,\ \� 5.s ��,�,,'> �8. �� = 5`.0 -�, x ,� �.��,3 v Perco!ation Tests Scale: -�- _ �J — � � � � l i��: �o-f�-ee;a� G`�j a�,3 � R4v�v�.. XSc,it Sorings x ; =i�� 9�.� � M� i .�; g a= R�rtv Q.� � �D,q ��s�� 'ER-��Gl�� \ � , �., <a�s,w� ,a $B� Mork ' ' ( z .1 I � ; _� �. � . . -�_.a ��ti`o � _ Note� This system is to be cons'ruc�ed to meei tiE . -- �'� � S, , _ � \ the M�r,nesota Pollu!ion Con!ra A.;enc�j �! ��_ �V -_ J ' �1 � x'°°9 �� ,_, -_ Chapter 7080 & .Local Ordinance ; P�oY�s�� -t��-�-Cr-,��T < < , - �J - ` '� x � RYt=ta- 9>.,Z �'' � �oo.s _ �- � ! . -� � �� ,�€�� : `�' Check all underground tt�ilities i �� "s �,/ ��'�i �'�� p,�� 1 E��M�a-� vF� afr -�� JiLDI(�Gi � A �1i'1l�� eeoeo� -«�tr-.�,a-< �q �s�� . N�ifPECYOR +�Sf� Ga�-+�s-�ciCt�!-� PftCPtRTY GF�� V1o��u�O � DATE �---�,L_. PERMIT NO. �, ��D i�0 /��M p� _. � � � APPRO',:_u AS 5UBMITT'ED �oil b M�1• �-1��. C.O . , � APPROVEQ WPTH CORRECTIONS AS NOTED . f I��T APPRUVED — CORRECT & RESUBl��17 �+ � � I i}�r+^o rnm � ♦ f � ��%.'_S�� - � S-P TESTING ��1.�" �-.�r-�edr •�`0ffT1�TI0fl�fTf'09'61"�" -� / . �s firt31 cum�+l�anca witn al► appiiCable bs�iici3hg & zcaw►ng p��pe p��;yr�� 3y:�;7lvnr-� v� .7��,�r� ��==�eme.^ts inctuti�� i�ems not sp�uM�caliy noted in thie rvu*m/ � ;' _ ':-1`; `'�''' . �-'i''t b.i 4' L T1'��.,r� Cat�:`�/1�/�'; PN. 6;2 -497-3560 ' � � `I � ��1; 1 I � ' `�" � i `�° — —, �' ` I ( ao , • ��c.s�'a�� aa�o t� f � � ' I `0 4'.l SS �� 3•� �F�`�. SR►Jo 3� i ( •y; ` �' I•J�SAs�v i _ , toJ.D �� _ ��o i I "-------__.______ - - � � - �o�' / � I SFT- BACKS Y�n,t.l V�F�..�/ l o —�- /O•� av � ' � �� I IHOUSE � System must be� + i � Tank �.� from ro ert lines �C SP�-��o�.-a �'�t 5��-- w�o'��' . I P P Y ` W`u Q�.St�M �� from wel!s I vJA�1�-oa-f � from b!dgs. � I-"�,;;; Treatment oreo =�fran lokes, _� streams Treatment orea .�Q_ from property lines NOTE=Power supply and switches must be located in o i M/�t��o��::5 m��n ��" ��from we!!s weather p roof encbsure outside the pumping chamber and manhole j . QacrF,« a� `from bldgs. � A.�,,,�,, s•.�.a f`� �; 1�' from trees SOIL BORING EI.EVATIONS �.- ��.�� , ; � � i� �� — �4 min. ' .rFi A� �� _93�.� � � I � � � �,�dia.supp�y� _ grode�o� TH.�2�L.-1�.� � _ � r � � Tank I Tank I �� , PRESSURE DISTRIBUTION_MOUND SYSTEM o TH"4 �`•-�_� ' Drop to Tank_ i . ��. � i � Min. I"to 8� �,p�mp;�9 TH.'5 EL.- { ' Max.l��to4� � ��=vP -�'r��`��> �H'��-�.-n� Chomber ELEVATION at PROPOSED Pl!MPING ' 4�to 6��dia.pipe CHAti'BER-�.2.L2�`�►'��^^4-'��.o � ! . b'RoW1�a f� l�-�'Orla�F - ��l.`6 � i SYSTEM DESIGN -MOUND � T°p °� ,� �� - q� ,� j li�o�t-�o A-t �s-r'fA�t1P - '19.� . � TYPE-S, .`�. BEDROOM , Averoge percolotion rate_`L•�min./inch (design.83sq.ft treotment area pergol. ofdaily sewage flow) I l�o�gal./day x.83sq.ft/gol. `� sq.ft.of treatment oreo +10% _��sq.ft. (.= IOft.width=�.�ft.length of bed areo+side slope run `_) to I xs�heig�= `iS2_ft.x�i_ft.{awn•area needed) 1 Cleon rock needed- s`�2sq.ft.treatment orea x •L�depth of rock=�_cu.ft :-27=�Lcu.yds.(3/4�to 21/��dia. ,includes 2�of rock above pipe) , � ��`''�� Cleon sond fill below rock needed I�1 a cu.yds. opprox. , sandy loam bock fili�_cu.yds.approx., topsoii 6��.��cu.yd. .AV�-�8-1�0 0�� =S--- ' � c.v�st-t�o Z-Et.��'lt!�EN� -Co Aoo ao°7o -C� 'C"oQ 5ot�.Fo� ��4t�t�+�LA� 5.�4� �(e. G�_YD..'(o'CAi_'i. i Number of tanks required�-, Ist tank�gol. , 2nd tank a�� gal,min�rxms Q�v s P�-1 m P�t�ti �- ��G'�� . - J� � Pumping chamber capacity- 25% of daily sewoge flow of S�S?.Q gal.=�gal.+reserve storoge of 15 0��1/B1�.1�Q gal.+pipe back droinoge- .�� v L�j,,�� PROPERTY OF� of_l.�_ I./t001in.ft.of.��dia. su I i e lin.ft.needed�� 'L al.+manrfold� al./IOOlinft of��dia.pi e I�.ftneeded2 � I. i � 9� PP Y P P , , 9 9 P , � 9° �<�!O NO D."e1�1 't3�• ; total capociiy needed 79�gal.(plus area forpump) ugE rn�n. 000 g�►1.cap. �09-a(� M�-1 . 1-1'�Ji-�� . CD . i - . Distribution pipe �1�a�dio. , 1�lin.ft., ��Ndio. perforat�ons�I��oport 1 � - Pump size ��hp. (pumpable capacityL2L_gal. 4cycles/day) _i�s�� 0�3_� H�Ao css _Q_L5c11�Ye-U� 4t� q�a� r,��,n. ,S—P TEST/NG / f � � Note � When constructing bed .- , this oreo shoua be shaped Note� Distonce from treohnent oreo to ne�ghboring wells- I '� (fj� � � 9 Y` � b to divert run-off from enterinq treotment area. L,'�A'«-� ��1�� /00� _ i Desi ned g � PH. 6t2-497-3566 I _ ------ � Oate ��11�2� � � , , ` MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. �..�w Estimated Seavagt Flow in Gallons per Day(gpd) Estimated o o gpd Nianber of Type I Type II Type iII Type IV or measured - x 1.5 = - gpd.� s�� 2 soo Zu �so � 3 450 300 21g "r B. SEPTTC TANK LIQIJID VOLUMES `� 4 600 375 256 5 750 450 294 �;�� a- �OO C� g�0I1S 6 900 525 332 � 7 1050 600 370 otlir �a�,�. 8 221'10 6'S 4138 t�S� :>,;a. C. SOIIS (refer to site evaluation) N�� 1. Depth to restricting layer= �o�' -�o a t�'inches B�� ,,. �, 2. Depth of percolation tests = 1 a " inches `""m'' `p'�`' 3. Percolation rate U.a mpi z�� so �.�u 3 or 4 1,000 1,500 4. Land slope (o `70 ;a s zo�oo 3:0�0°0 ova 9 See fig.C-6 (z 1.5) D. ROCK LAYER DIlviIIVSIONS 1. Multiply flow zate by 0.83 to obtain required area of rock layer:A x 0.83 = � � �o p gpd x 0.83 sq. ft./gpd =��sq. ft.�-�o�=5`�� 2. Select width of rock layer (10 feet or less) = I v ' ft. 3. Length of rock layer = area=width= Rock Bed �sq. ft.i �ft. = Ss� ft. ti.�.�.�.ti.w.ti.�.�.�.ti.ti.,.ti.�.ti.� , tif;?{:ti{{:{:'��:tiftifti tfti ti tiftifL ti:ti�ti:ti:Y~:��1 ti ti��t ti 1�tifti idth �l��t. tirt�ti tiKft�tirti•ti:tirti�ti�tifti�tifti ti .f.f.f.f.f.f.f.r.r.f.f�r.r•f.r.f. E. ROCK VOLUME �- �ng�` -� � 1. Multiply rock azea by rock depth to get cubic feet of rock; , �2 sq. ft. x ,vS ft. = S�cu. ft. 2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards; �cu. ft. -�- 27= a L cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; 2,1 cu. yd. x 1.4 ton/cu. yd. =3�t tons. F. ADSORPTTON WIDTH A� ti«,w�au s�, Table Gilw Raeo d 1. Percolation rate in top 12 inches of soil is N- mpi M�L�ti�R� �il Texture �.�:e '°;,,m (mpil f� ,e.o.�aa 2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand 1.2o i.00 0.1 to 5 Sand 1.20 1.00 ,�-! gpd/ft� 0.1 to5 FineSand" 0.60 2_00 6 to 15 ndy Loam 0.79 1.�2 3. Calculate adso hon width ratio b dividin rock la er 16 to 30 Lo�, o.bo 2.00 I'� }' $ }' 31 to 45 Silt Loam OSO 2.40 loadin rate of 1.20 d/ft2 b allowable soil loadin rate; �to bo cta Loam o.45 2_6� g gP Y g bi �o i2o �iay o.24 �_oo 1.20 �C�/ft2�- �`is� gpd/ft�_ �.(i� Slowerthan 120 Cla -- - �soil tv.�ix,g�ox or more of Eic�e a�erv f�e su,a. 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; a•��_x�_ft=a�•7 ft � � G. DOWNSLOPE DIICE WIDTH 1. If landslope is 3% or more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe ,?�,? ft- 1 D ft=__L._'Z__feet 2. Calculate Minimum mound size based en geometery: a. Detemune depth of clean sand fill at upslope edge of rock layer: Sevaration , a feet b. Multiply rock layer width by landslope ' '°°`c°"•�' Y (oof Ro ed to determine drop in eievation; Slope Diff�'e1ICe seperetton te�t �X_�%-'•-100=i�fe2t sto�e'ottterence � et upsiove w�a�n c. Add de th of clean sand for se aration (Za) -Js��ee� p P Rock Beo wtotn at upslope edge, depth of rock layer (1 foot) to depth of _�.5�.�eet Down�?D�eiatn cover (1 foot) to find the mound height at the upslope edge , of rock layer, I•� ft+ lft + 1ft= 3.a feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of ;� .a3 e. Multiply dike multiplier by upslope mound height to find upslope dike width: 3•� x �.aZ =�_ feet f. Add depth of clean sand for slope difference (2b) at downslope edge,to the mound height at the upslope edge of rock layer (2c) to find the downslope height; 3,� ft+ �_ft= 3,�feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of S,a � h. Multiply dike multiplier by downslope mound height to get downslope dike width: 3•� x�.�= a c�_feet i. Compare the values of step G.1 and Step G:2h Select the greater of the two values as the downslope dike width; �s�_ a c7 feet .:......�o��oo.w,a�� ' j. Total mound width is the sum of �--�••� ::::.:::.:.:.: ..:. u r CIC aoc e a w�ocn Wl �1 I S O 1 dike G .2e d u so ( ) P P Pe ;. «:: �� .:... :::.. layer width (D.2) plus L t••� o UD5�0`DY B'!t n . . . UDL�ri s WIOt� downslope dike width(G.2i); � ' 11L- �- � ` : ;; : ,, : �ft + ��ft + � � ft = �� feet � � : F �DOwn510DB W10th ' k. Total mound length is the sum of � � ; �i ree�. .... upslope dike width (G.2e) plus rock layer :``:"`.:::'`��': :.>.::;::>�:::.:::::.: length (D.3)plus upslope dike width (G.2e); ; ��'`'"`�''` ` ��ft+��ft + �Q-ft = '�J/ feet < < _ _ � �,p + SS �1' d``� - �1`� TOt01 LB�Qt� own ope �ps ope 3:1 �l 5:1 &i %�1 3:1 S:1 5:1 &I 7:1 8:1 R abpe 0 3.0 4.0 �.0 6.0 7.0 3.0 3.0 i.0 60 7.0 8.0 I 3.09 417 526 6.38 7S3 ?91 3.8i 5.76 i.66 654 7.41 : 3.19 435 i�6 -� 682 5.13 ?.83 3.70 450 �36 G14 6.90 3 330 Lil 5.88 7.32 &.&6 ZTi 357 4.35 5.08 5.79 6.L5 6 3.d1 i76 675 7.89 9.72 :.6d 3.dS 4.17 3.8C i.66 6.06 � 3� " 66� 857 10.T1 Z61 �3. 6.00 5.62 5.19 5.71 ..5 . 3b6 SZb. 7.14 _936__. ._. . 12Q7 Zi6 [3.� 3.ffi idl 6.93 5.61 7 3b0 »6 7.69 1034 13.73._ _...235-_�..'"_._�T2 3.70 dZ3 �.� 5.13 8 3.95 5.88 933 l l.id 1i.91 ?32 3.Q3 357 d.� SA9 4B8 9 �.II 6.25 9.07 13.Oi 1'a.92 2�0 296 3.G5 3.90 d30 4.Gi 10 d29 667 10.0 15.00 2333 '�l 286 333 3.75 4.12 4.64 11 4.d8 7.14 11.11 17.bi 30A3 ZJ-c 276 313 3.61 3.95 4?b i? d.(fl 7.69 1250 21A3 53.75 Z?1 Z70 3.72 3.d9 3.80 4A8 . > F-17 r�rntp SEr.F_r_r_rnN PROCEDURE � .ENp PERFOFATI�1 OF A PERFORATED LATERAL A. Determine pump capacity: �v•• Gravity Distribution *«� r+,�, � i. Minimum suggested is 600 gaIlons per hour(10 gpm)to stay ahead of •: :�;�,,,�,,,,w F,e,k�,,,,,- water use rate. ,:' `�'�� '•��'�u�� N��na.ow o�l 2_ Maximum suggested for delivery to a drop box of a home system is 2,7Q0 __ . ro��,,,.a,"»�"��_°^'°"r gallons per hour(45 gpm)to prevent buiid-up of pressure in drop box. .;�,•�„„ "-u ��,� �z•�o Eaa. a Fhld o1 Roct LofM . ... . .... �Prlorarlar lacelW ol Yressure Distibution �"'"S"°�" �°"°'"`�`•�•"� 3.a. Select number of perforated laterals � . b. Select perforation spacing=�_feet ��;��«'"° c. Subtract 2 ft.from the rock layer length. �S -2 ft.= r _feet � x��ye�u d. Deterrrune the number of spaces between perforations. Length perf.spacing=$�ft.+�,ft.=L2 spaces Requirea PerEordeon D�cn e e. �spaces+1 =�_perforations/laterai �+�u°i`s p�`II"I'°ce(gp"� f. Multiply perforations per lateral b�,' number of laterals to .�`dse �Z ID��", 4°'�'�'` get total number of perforations. W�e�s x � ��_�perforations. �fee�> g� � "`�°'2'�`-�gP�� 1.Oa 0.56 0.74 SELECTED PUMP CAPACTTY��gpm 2.Q�j �.SO 1.Q4 B.Determine head requirements: a.Use for single family homes 1. Elevation difference between pump and point of discharge. b.Use for all other appl�cations ___�_�_feet 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity system,zero. S feet 3. Fricbon loss ' � a. Enter friction loss table with gpm and pipe diameter. � P'Pe LeRS�' J Read friction loss in feet per 100 feet from table. ` Poinc of D�s�h�ge F.L.= a.(�� ft./100 ft of pipe �D3 b. Deternune total pipe length from pump to discharge Elevadon Difference� point. Add 25 percent to pipe length for fitting p�,p qZ loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pipe length= F-18b a1�' x1.25=��feet 1.5 inch 2.0 inch 3.0 inch c. Calculate total friction loss by multiplying �m friaim lm pa IOOR of pipc friction loss in ft/100 ft by equivalent pipe length. 10 0.69 0.20 Total friction loss= �'�o�i x a(� 41 +100=�_feet 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 038 special head requirements,and total friction loss. 16 1.63 O.a8 18 2.03 0.60 20 2.47 0.73 0.11 �_+ � + � 25 3.73 1.11 0.16 (1) (2) (3c? 30 5.23 1.55 0.23 35 7.90 2.06 0.30 40 11.07 2.64 039 TOTAL HEAD ��feet 45 1a.73 3.28 0.48 50 3.99 0.58 55 4.76 U.70 C. Pump selection � �� 0�8Z 1. A pump must be selected to deliver at least �►� gpm (Step A) with at least �feet of total head (Step B). L-1S C�.RTII'LCIITION ;k 00627 Log� of__Soil Borin� Locatior or Project Barry Hoglund, 4590 No. Arm Dr. , Orono Borings made by ;;-P Testinq, Inc . Steve Schirmers Date 4-14-95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth , Boring number 2 in in feet Surface elevation 99 . 4 feet Surface elevation 102 . 0 J - -------- - —--— --- '� - ---------------_- -_ ___- Topsoil dark brown Topsoil dark brown loam loam 0 - g�� 1 - 0 - 1 ' 2" 1 - ' Brown clay loam Brown clay loam 8" - 1 ' 10"-MOTTLED 1 ' 10' 2 - 1 ' 2" - 2 ' 2"-MOTTLED 2 ' 2" 2 - Rusty olive brown clay loam 3 _ Rusty olive brown 3 _ 1 ' 10" - 2 ' 10" clay loam Rusty olive brown 4 - 2 � 2�� _ 4 � 2�� 4 _ loam Rusty olive brown loam 5 - 4 � 2�� _ 5 � S - 2 � 10�� - 5 � 6 - 6 - 7 - 7 - 8 - 8 - I End of boring at 5 � feet. End of boring at 5 � feet. Standing �aater table : Standing water table : present at feet of depth , present at feet of depth, hours �after boring . hcurs after boring . Not present in hole X Not present in hole X Mottled soil : Mottled soil : Observed at 2 � 2�� feet of depth. Observed at 1 ' 10" feet of depth. Not present in hole Not present in hole Comments : Comments : L-1.i CERTIF'IC11TI0[V ;k 00627 Logs of_Soil Borin�s Locatio� or Project��, Hoc�lund, 4590 No. Arm Dr . , Orono . Borings made by S-P Testinq, Inc . Steve Schirmers Date 4-14-95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number in in feet Surface elevation 99 . 4 feet Surface elevation � �� ` ' •. 3. .__.. _.. __. . .. ._.__. . . . .. . ___.. __ ._.__._ .___..... . .._...._ ._. . . ._. . . . . . ..; ' - __.._..._.._.___._----__.__-_ . - i Topsoil dark brown loam 1 - p - 1 ' 4" 1 clayB °oam 1 ' 4" - 1 ' 8"-MOTTLED 1 ' 8' 2 - 2 - Rusty olive brown 3 _ Clay loam 3 _ 4 - 4 - 1 ' 8" - 4-1/2 ' • Rusty olive brown loam 4-1/2 ' - 5 ' 5 - 5 - 6 - 6 - 7 - 7 - 8 - 8 - i End of boring at 5 ' feet. End of boring at fe�t. Standing water table : Standing water table : present at feet of depth , present at � feet of depth , hours �after boring . hcurs after boring. X Not present in hole Not present in hole Mottled soil : Mottled soil : Observed at 1 ' 8" feet of depth. Observed at feet of depth. Not present in hole T1ot present in hole Comments : Comments : ,CER,T.,#`r00627 t'�Rt;OI.A't�lU��i "fES'1� DAT� SH�;�"I� �a.in. • Percolation test readin��s maile b�� S— T .�t-i n�, Inc� . on 4-1 5-9 5 startin��ar 1 � : 1 5 p.m. in,�rr, Test hole location 4 5 9 0 No.Arm Dr. , Hole number 1 , Date hole�ti�as prepareci 4-14—9 5 Depth of hole bottom 12 inches. Diameter of hole 6 inches S��il data from te�t h��le: Depth, inches Soil texwre 0 — 12" Topsoil dark brown loam Method of scratchine sidewall Knif e 2 Depth of gravel in bottom of hole inches 4-14-95 11 : OOam 12 Date and hour of initial water fiiling , Depth of initial water fillin� inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatlC s iphOn , Maximum water depth above hole bottom during test 6 inches Time Percolation ;ime inter�al. Measurement, Drop in water rate. Remarks minutes inches level, inches minutes per inch � 10 : 00 prefill 6 10 : 16 10 : 31 " 4-5/8 3. 2 15 min 10 : 36 10 : 51 " 4-1/2 3. 3 " " 10 : 52 11 : 07 " 4-3/8 3 . 4 " " 11 : 12 11 : 27 " 4-3/8 3 . 4 " " i - I Percolation rate = 3 - 4 minutes per inch. EERT.M00627 PERCOLATION TEST DATA SHEET Percolation test readines made b � S—P Testlnq, InC. o� 4-15-95 startinT at 10 : 17 �_.a.ni._..' > � p.rn. rdur�, Test hole loca[ion 4 5 9 0 No.Arm Dr. , Hole number 2 , Date hole was prepareci 4-14—9 5 Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil �iat•a fruni tc�t hc�lc: Depth, inches Soil textw•e 0 - 8" Topsoil dark brown loam 8" - 12" Brown clay loam , Method of scratching sidewall Knife 2 Depth of gravel in bottom of hole inches � 4-14-95 �-�O�m. . 12 , Date and hour of initial water filling , ept o inrt�a) water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie siphon 6 , Maximum water depth above hole bottom during test inches Time Percolation :'ime interval, Measurement. Drop in water rate, Remarks minutes inches level, inches minutes per I in�h • 10 : 00 prefill 6 10 : 17 10 : 32 " 3-7/8 3 . 9 15 min 10 : 35 10 : 50 " 3-3/4 4 . 0 " " 10 : 53 j 11 : 08 " 3-5/8 4 . 1 " " -- -�- — 11 : 11 11 : 26 " 3-5/8 4 . 1 " " Percolation rate = 4 ' 1 minutes per inch. 6E�2'�'.#00627 PERCOLATION TEST DATA SHEET S-P Testing, Inc . 4-15-95 10 : 18 � a��"� Pcrcalation test readings made by on startin�,ac �p:m: ��„�r, ` 4590 No. Arm Dr. 3 4-14-95 Test hole location , Hole number , Date hole��a�preparerl Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data ir��ni t«� I�,��r: Depth, inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Kn i f P Depth of gra��el in bottom ot hole 2 inches 4-14-95 11 : OOam 12 Date and hour of initial water fillino_ , Depth of initial ��ater fiilin�` inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AL1t�m�ti�' si}�hnn , Maximum water depth above hole bottom durino test 6 inches "1'ime Percolation �'ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch ' 0 • 00 ref ' l1 6 1 " - �� 11��`�-- �� ------ - F _._��1------__' __"---��--- �� , �� Percolation rate = S - 1 minutes per inch. PERFpRATED �OAMY Sallo CAP ' ,,�::�':-- LATFRQLS Laf'ER OABR OTEXTI�E pERFORATED LATERAL .F.- .. ��.�. . --.. _ . �• —.�1 -;�'�•� • _ .._. GRA55 COVER 6 INCHES _, SANDY �onr� soi�- ,-' `_ �• - ^:; ^��::. TOPSOIL i. �Y , �J :IEAN SAND FILL �. , I �i'�� / ; "-^f� ti1AXIMUM SLOPE--� ' I i . ♦. ��,/ :�''� 3 TO I r IAYER OF GEOTEXTII.E " f �! � �� CLEAN ROCK 4" � � FABRIC OR 4-tM�iiES-UF ' `' ' ''� .�r � ' ' 3 � � ,�, y��,� I' TOPSOIL PlOWEO OR �a TO 2 /2 INCHES /. SLOP i HAY-COYE-R€8-$Y '� , i l` Di5KE0 SUR�acE $UILDfN�-PA�PER �� Sueso�� % �, z � � I�/z� OR 2` ..�:-�'"" �'�,;�� CRO55 StCTION A-A PI PE FROM PUMP-� �. ��i;/ �' � '� � y' ,/ ./, � + /� �_; i � ` P+PE FROM �' /, ,� ,� PUMPfNG CHAMBER 3�•_ Z�� • �� /.�• � CLE�AN F�OCK . .'�'•' , �•. ..'�' �,� � OIVERSION FOH � �`� �' � � ' % , : ' ',/' � � /� J� SURFACE WATER '' ' ' 1 ' 6' TOPSOIL� % •' �� % �' a , � � ; ; _ ' / i ..�5• •� ,•� .�/, ' ��` -- �r —� -. _�,��,`�.�_,��. �• ,� !� .,�! �I),�' -� I - — I1 -- �' •`:�w . �� •3 .f — PERfOR4TED , , , �.��-�, • ��`�r'9' �� M x � CA7ERAL5 � � — - "�-�`'� „� ��' + A � Y'� �\�, �� - <; —�s� i: �� p,. . "'li:� �ti -- ' �F �oPE�— � ,.�y., ,� . , :M�a;; _ i � � i � � � • s �.: � ��';.: ;,;; ; �:� � �" . s4r�o AN . . .�-- 3� �,,i'.�;�•;�'•;: I ; � _ ,:�. ,. Fi�� SQD' .� 16� ��'.�'•;;';:'��'�� 9ED AREA � � � ' �' - BRpkFNAY�R � ;��'� _ � '--- �' � W _ " ', J Up •.�Nq _��_�' �-�,, — � , N ' N � W , a Ba�R�eRRA`�. -.:�.�--�.._ Q -- � _ ` _ � � m — IqYFR � - _ _ � Z ' Z I _ ' - IN�I ' o � o� �-� —`L�+� � INCHES _ �AYOUT OF PERFQRATEO PIPE LATERALS FOF� _ � ', : ; � PRESSURE OiSTR18UTi0N IN MOuND -• � - �-'- - -� � - — I !0 FEET�_piKE Di►cE ----�+-�- Max. �PE�+fOR4TE� P�ASTIC PIPE _ C , — TOTQL WIDTH , ` �IN� �PERFORATIONS SPACEO 36' � ORAr�pN SP� � i i I 1 ! > I ' � ` END 5 ZECEMnvE BEPi6FOR2TiON ' \� PERf /� � PLAN VIEW v 1 E W �R yq� �,''� �� ,,>-'" — � \�2�MANIFOID �� END PERFORATION OF A PtRFORATEO �ATERAL : ��' P�Pf �% . . ,;�--` " ^f' /-c,�,, co�r �� PERFpRATI0N5 ON BOTTOM OF �.'.�'�!� /� —� y�' �_ PIASTIC PIPE „% �� /r ��—^��--r�,w�-- �� \ ��%". Q�'� ,ii_ (.�'__ r . ---•-_ ��— - � ' Layu of Geol��lll� iabrlc (or�la✓- �i�� \� -=_ • Loomv SuM Wy�r• 'hcn-iayer-W-�w-w-.�.w�cewrea �-'�' `�IALTERHATE ICCATION wnn re0-ro�m paper►- Of PIPE FRUM PUMF') T —Perfw ian On11eJ Ilorlton�ouy �' ~\ �� ^�', ,�_�,io C G N�o� Top G END CAi� � /' \` ��/i Plu� � � Ai L�oa 12'io Cdq• a0'� �Rp(, o n FINd Huk �{� ol Rxw Loya \ �� LA1 � . . ,f .... . -Pplur�iiunt Lpcoled ol \ / FpRa1E� 2 PIFE FROM Cl�on Sond l,oy�r Bo�iwn o� Lo��.ol /ii-'�� F PER PJMPING CHAMBER . � ,✓ r,, o ---.� \f� ��f NG B(u�Pluuep SondlL yfwlh�d . � ��,.� REOWOOD, CED OR WATER T IGFf� f� LOCKABLE ELECTRIC BUX—� TREATED POST�q x 4 min) PLUGS OR ELECTRtC CONNEC710NS- --- l-INSIDEL BOXRIC CONNECTIONS MADE 2" PVC CONDUIT SCHEDULE 80 -�- MANHO�E COVER CHAINEO 9� LOCKED 6�5�'� LOOP OF POWER CORD FOR SETTLEMENT SEALED MANHOLE RINGS-- FINAL GRA�E ------L---- .� .� � --',,^�-- --- ' ''� � AT LEASi 12" ' `>%; — � t BELOW GRADE UNION i WIRE FROM POWER SUPPLY -- ' PIPE IS IAID ON A UNIFORM SLOPE FROM —" �, e��IP STATION UP TO SOIL TREATMENT MEA F PROPER DRAINBACK SEAI.ED TANK COVER— �IF PIPE AT TANK MUST 6E LOWER TNAN UNION, TO GET ELEVATION FOR DRAIN�ACK, PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST DE USEO WITH ANCHOR---�� ALARM FlOAT ON SEPARATE — WEEP HOLE ELECTRICAI. CIRCUIT--- NOTES� E�ECTRICA�WIRE FROM POWER SUPPLY STAR7_LEV��__ ;_.�.r _ _ MUST NOT RUN OVER ANY TANKS BUI J MUST 8E LAID BESIDE OTIIER TANKS 3 �� AND MUST BE PL�CED IN CONDUiT ALONG POST SH�JT-OFF_LEVE�Q_ _. _ _ _ EIECTRICAI. CORDS FROM PUMP ANO � FLOAlS MUST 9E RUN TNROUGH PUMP CUNTROL F�0l1t CONDUIT WIRFS CANNOT NAVE GROU�JO CO N T ACT�. �Q� — , Figurc F-R METAL � COvER �. _� �r _�_ •� �� J'. _� �,•� , ;. � - �f/.•, I� � � � , �- '�:,- % _: V � 'Y,-, �j/ ?; I - I >�'•� <<� i I . I `\� A � � . -- - / �.2i �...�.r-- - - � __'.'-- .' _ � CONCRETE - ,�� MANHOLE v '�' RING — METFIODS OF SLCURING MANHOLE COVER TO PREVENT UNAUTHOf;iZEU ENTRY Fi6urc C-i4 VERTICAL SIDEWALL SEPTI� TANK � -FINISHEO GRADE i _ `� AT LEAST 6"TO 12" SOIL �►T LEAST �.. 4" DIA. COVER 4 ��A• � Mlc� �AT LEAST I" - ' AT LEAST I" � ` ---'-_--- ---='— � • f - — --- � � �. � � A DIMENSIOfJ5 f(,E� ?'�NKS W'ITli vEr�r�CaL_S�GES� a _ ___ � -- --- - -- --�j_— WIC)7H W 2•i' MINIMUM - - -- --- � LENG7F1, L 2 TO 3 TIMES TFIE WI�TN .__ � DIAMETER GO� MINIMUM __ __._ , � Uff'THLD _ 30�_MINIMUM; 78_MAXIMUM __,_.__ C _ . _ _–A 0.2 � � AT LEAST --8� 6" MINIMUM; 0.2 D MAXIMUM _ 6" 3�. —._.c o 4 0 . -- — - -AT LEnST Q FEET - -- � - - -�-� r,uics. � 1 SAN11NIV1ECSAlIfASI�INlI1CSWC1UMF1�f1 + �WeK�EWvEliS5lUilLl�FIOCJ�tEDW�t��Ni�wca�Es. � 1�ICn.�IN1UlC�7f.(N11I(711FMNYqIC$.?�1'lf�Sf Ifp1f�MINKXEBYV1/1NRIlINGESOF1�K5lX1f/k:E piA1f.115K)MN�IIIfM.AIfI/W�1�1Y161LE1(X�MITNlIt I�EO(7Vl�IM1S11E5ECU[OIAPIEVC//1ACCCS4 w n�.�e 5 :r r�Ml UN U�S 1 ANCE Of�EN FNU Of►a E t�I`F�U �. IWr�til'kC11CWf'if'FO�A1lEAY1�WU�C9f11M1f:1E11 NFN�RiPONI(JI/OAfII[61NLLI1ErK71f:SS11WI��NC1�k5 onnr�nra�olES��.��LOcnlEDcrvEnDoi��r�Ex+iEr Onra�r.a��lnW+it�+C��ES. n�xi(xltlilt7Cv�CLS��F.CEf��E1ll�NC(Yli�r��EG�rari 6 f(N11p1tl2(JNIA�CYl��f7I1�CJ�IIANM+O�MCNfK��50.�•A I`rtqSS�NLlUC1��CSMlASIIiCCCNIl�11�NFf1f1��F ANDOIMN4ICMICISO]!D DNIIE(�'CNWCSd��w��Nlri(CS A1141U)WSI'kC110N 1'�'C��.`•/RF t OCA I l V Hk 1 Wf f N i 11F f N k 1 NJI�[M 111 f T ONfIfS -- � PENCII. MARKS ,�. � 20 �i �y/ MANH E y �► � . `� INL.ET ` � SCUM !� OUTLET � " .,� p � 'r'�;OIIfLET LEVEL •�*3� �� .t Y i. _1. _�"c .-_r�a.�-� F� ;� —.-— SCUM CLEAR SPACE A �I- , �LEAN OUT TANi( WHEN� j - ' -- � �•••e• _ —� –j' �1 IS 3' OR LESS OR – ' -- — �j g 'B'�IS 12'OR LESS :, - -_ = - -- - - - 1 �t - _ - t� . .. . r. .;�, • '�'�'.: ..' .. . . . . . ' ;� :; BLACK COIAR � � ' ' �'�' • � DISTINGUISHES SLUDGE ;ti' ''.<''•-: • SLVDGE ,: � �'i�i::,:.ti�.'�:.��,+., . . .', I.AY�R FROM UOUI� , ,; . . _ A` . .. .r�;: .i � .;� . •.W•�• ; r MEASURE SCUM AND SLUDGE ACCUMULATiONS i N THE SEPTIC TANK ✓ DATE , TIME CITY OF ORONO CALLED w ��`P-' � INSPECTION N TICE _ SCHEDULED � '�'�i�� c2� PERMIT NO. • � �� cO1v�B1ETED h j' ADDRESS `—� � �-% � /� r � � OWNER �'r �e�.�.F' _. CONTR. / � / - TELEPHONE NO. ��I/ -rPf `� � � DESCRIPTION � „�-�r�.�,..,� � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 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 DEMO-SITE 27 SEPTI� 21 COMPLAINT Q 07 DEMO-FINAL .f��TIC INSTALL.'� 22 FOLLOW-UP ? 09 PLUMBING RI 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO YOU:_ S_NO � COMMENTS: � � � �� — . � J 0 � � 0 � W � Q � z w � W � j�j � /�WORK SATISFACTORY:PROCEED C pROJECT COMPLETE � ❑ CORRECT WORK&PROCEED C; ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. �,, pHOTO TAKEN INSPECTOR WILL RETURN ❑STOPORDERPOSTED.CALLINSPECTOR C CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspectio 24 hours in advance.473-7357 Owner/Contractor on inspector. �� White Copy/lnspector's File Canary CopylSite Notice � DATE TIME CITY OF ORONO CALLED IN � INSPECTION NOTICE �� g� SCHEDULED "" j� r PERMIT NO. o PL ED ADDRESS ' OWNER CONTR. TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 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 O6 PROGRESS � 07 DEMO-SITE 27 21 COMPLAINT v 07 DEMO-FINAL 5 SEPTIC IN . 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBIN 36 FOUNDATION/REMOVAL � OWNE NTRA R TO MEET YOU: YES_NO � c�„ COMMENTS: w � -�� ! �. j i � O � � O � ti � Q � 2 W c 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 ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali for the next inspecti n 24 hours in advance.473-7357 OwnerlContractor o Inspector. White Copyllnspecto�'s File Canary Copy/Site Notice CITY OF ORONO CALLED IN ,(o- �E �' �T��'j INSPECTION NOTICE �g�� SCHEDULED ' d' � �d� �a�t PERMIT NO. COMPLEfED � �� ADDRESS �� OWNER CONTR._ TELEPHONE NO. � � � � �� DESCRIPTION � � 01 FOOTING 11 MECHAN l 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 O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FIN 36 FOUNDATION/REMOVAL � OWNE RACT TO MEET YOU: Y _NO ��., COMMENTS: � 0 � ^W � �� ` i � � � O` A y� / � O � W � Q � Z W � W � �� W A WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP OROER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor ite• Inspector. White Copyllnspector's File Canary CopylSite Notice � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOT CE SCHEDULED � PERMIT NO. �� o P� ED ADDRESS 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 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-S�TE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI PTIC 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL � OWNER/CONTRACTOR TO MEEf YOU:_YE NO y COMMENTS: — d � � � J O �. � O � W � � • � Q � � Z W � W � � � ❑WORK SATtSFACTORY:PROCEED �ROJECT COMPLETE .W � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL REfURN � PHOTO TAKEN ❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.47�7SS7 OwnerlContract o it Inspector. White Copyllnspecto�°s File Canary Copy/Site Notice