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Home My WebLink About1997-008955 - replace septic sys PERMIT . C�TY OF ORONO PERMIT TYPE: -- 2750 Kelley Parkway- P.O. Box 66 - �-`' '`'�� '��'` Crystal Bay, Minnesota 55323 Permit Number: - - '�_=•`=� (612)473-7357 Date Issued: _ - - . - SITE ADDRESS: ___ . � ,-"i=....��:E�._. . �:�,�:.�. . .._ DESCRIPTION: . ........ ....� :_._.. T_... . .. ._ ..:. .i.. _ _�.; _ �(1lrs�' q�,'{ ';}�.-i.:._. �'i�iEi=. _ [ ,{�--'— !�Y�l�' —.'_' _ � ' ` _ ` "_ ~�t�;�•��' _ �f}i^i{.- }}Sf"+G+i� =i•r.;e}'x i"S.{'��_��i!�.{'y�_.L, REMARKS ;-�� ; : i= ,r...: : � . : . _.�_ :._':- . _!. _ _ ... . _ ._. . `%r?�:1'=;i�;s�:� �. ; _ =�`.�ij•; _ . . .. FEE SUMMARY: ._ �...�.� }` ._� . =s-��-' , _�-' _��3 f'm�tci r''��- ------ � '"'t''' E t_,�_,i '-ti r'_: ��•i�i i..% _ _ CONTRACTOR ' ' `= ` . OWNER _. _ _ . _ ... _....�. . . . . i�..�_ � :�•�`_. , _ . =,_,-,";i_� ' :: .. _ . : _ _ _ . `," . . - - - -,-�; ;•r cy .� .� _;i -.t"�i i f;�.t::i.y = - - �-`:�11 i: F'':. 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'.��5_r}�`�;. � ._`�.!'s` _.�=�;'u!�;:=, i.�� ,:-; s�a�._�.. i:.T�°��,' '�i'- _... ^ , �..w ,f . . . _ , � i+;: � ,t .; ;_ , ;, . } :j`.E.. _� i , �'::[ �_,. . ...�. w._ _� :?-�M... _�-___ :?�_.. .. _.`?.._. ..._. _, ;. ...� �`r _ .� _. j L � � . � AP IC NT ER ITEE SIGNATURE ISSUED BY:SIGNATURE ��r , �� 5 � CITY OF ORONO SEPTIC SYSTEM PEIZNIIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 JOB STTE ADDRESS:�� S /�ie�C h �ti.�� l�U Occupancy Type: Residential Commercial Other Permit Type: New or eplacement Syste $100.00 Op%o Repair E�cisting System, $ 50.00 0.50 State surcharge added to above fees *See fee schedule f�r non-residential permit fees O�vner's Name: 1/1 S /71Ar�� .(lS _ YhoneNiuuber: �SiB-/d�a l��ailing Address: t��i �sc.w,-l�,e�r ��o S. y�`'Sf. CitY� /'ti'►��S �� S.TyO/ Contractor's Name:�„'s Q,,�/ckD��- E,�cw,�F�fr�J:v� �oneNumber: yGl�"a GG 7 IVlaili�lg Address: �/t�� //D'-�` � � City: 7ip: .jS.�do? DO NOT MAIL PAYMENT tiVITH 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 "Ciry 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 coutractor. B. Tank installation prior to covering. C. Drainf'ield 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. � NOTE: Applicant must initial all spaces. Fill i.n 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) /ZSO gal. 2) i2so gal. 3) gal. B. Pump Station (if required) . (,,,�;�� ry,�,� ��,,��;� Pump make & model za��/�� /.37 (attrch pump curve & � literature); system design requires �_ gpm at �(� fe o��ead. �ii�:, water alarm make �, ;nod�1 �,1 E/ac�ra %y�_l�• u�st�e electrical work to be completed by installer �! electrician ��,r�,E,�� other Inside electrical work must be completed by electrician. � �Qe� a�A,�,G,...cG e�`�� C. Treatment System: ��ro�� es�a Trenches: s.f. � Mound � � ' , Depth of rock below pipe " Rock bed dimensions ��'x�' �h�k �p ;s poss�,��. Drop Boxes Sand bed dimensions �_'x �'y '-da�;es Sa� SL 1so �o M ��,J�ron^�w��'�'�``�' Distribution Box Pressure Dist. Pipe Diam. �.� " ��s A � ��a A�a� . Maniford Pipe Diam. �_ �.1e �w^ �� S 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 c�rect. / / / �h ,S AD �d e 1�Gi6CG�J a'FlcJ9.�✓C , SignatureofApplicant: 1� v0 Date: � MPCA Certification No.: a3(o� , Staff Review: Approv � Denial Reviewer: ate• � �' Reason for Denial: . , � O� CITY OF ORONO SEPTIC SYSTEM APPROVAL . o��, �� IT�' of OI�OI�'� � ,�, �. ,� , �:,,,-�£,.. �., � n2�°>' �, MuniCipal OfTices � �'��'•��r� ti. Post Office Box 66 � �� r � Cry�stal Bay,hlinnesota 5�32.3-0066 l ��f �� ,� kESH.� - LOCATION: 2 2 4 5 French Lake Rd. U. S . Marshall ' s OWNER: GENERAL CONTRACTOR: SEPTIC CONTRACTOR: Don' s sackhoe SITE EVALUATOR: Don ' s Backhoe �pORT DATE: April 25, 1997 The City of Orono has Approved your on-site system design as of May 1 , 19 9 7 (approved-disapproved) (date) with dle following convnents: The design is approved with variances for a ten foot setback from the property line and a 97 ' setback from a natural environment lake (a 150 ' setback required) . Additional plumbing work must be performed to connect all sewer lines to the proposed system. 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 septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior.approval of the 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 final site grading. Approval to pour footings will not be granted until the Inspections Department has verified that primary and alternate 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 af[er 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 O ONO ^ 1 � By Stephe an, On-site Systems Manager TELEPI IONE-473-7357�FAX-473-0510 . , , � ' ° PERCOLAT[ON TEST ' • AND MOUND SYSTEM DESIGN U.S. Marshal Service 574 U.S.Courthouse 110 S. 4th Street Minneapolis, MN 55401 Att. Kelly Sullivan SITE: 2245 French Lake Road Orono, MN PREPARED BY: DON'S BACKHOE AND EXCAVATING, INC 11585-1 IOTH STREET COLOGNE,MN 55322 (612)466-2667 M.P.C.A. LICENSE #644 Apri) 25, 1997 DESIGN REOUIREMENTS Construct a Mound system based on an estimated water usage of 750 per day. 750 g.p.d. x .83 sq. ft. g.p.p.d. =630 bed area-minimum design size. Design size 10 X 63 rock bed with a downslope of 23'-34', sideslopes of 11'-15', upslope of 10'. Tanks that are required 2-1250 gallon tanks 1-1250 gallon pump tank MateriAls required: note that all mAterials must be confirmed for proper depth on the site Clean washed sand as specified in MN 7080 386 tons Clean washed 1 %" aggregate rock 33 tons Sandy loam for covering mound 36 tons Loam dirt for the side slopes ]56 tons PRE-CONSTRUCTION PROCEDURE FOR THIS SITE: The plumbing in the house must be rerouted to the western outlet by a professional plumber. All others must be capped. All existing septic tanks must be located, pumped clean, and filled per code. The designated trees on the draifield site must be removed with as little traffic on the septic site as possible. Please call the city inspector before the tree removal takes place. Construction proceedures for the on-site treatment system• Follow the stricter of the city codes, Minnesota Chapter 7080 for installarion of this system, and design components for the installation. MAINTENANCE• Pumping the tanlzs everv 2 years will extend the life of your system� ' � , . Drainage and final LandscaQin� All surface waters must be kept away from the mound area. To help the funcrioning of the mound system, it must be sodded or seeded. Shrubbery can be planted around the base, but not on top of the mound. If sod is not feasible the mound area shall be covered with hay and seeded as to prevent erosion. A water meter may be installed to measure all water entering this system. NOTE: If a chlorinated Hot tub is installed in the house this must be day lighted and not�lumbed into the se tp IC System Chlorine does kill bacteria in the septic tanks Also, any sump pumps, pools, �ound water, watei•softeners, self cleaning furnace Humidifier, or any other"clean water" devices must not be run into the septic system. To do so will void any and all warranties. GENERAL The contents of this site evaluation and design report are to be applied to the property tisted,reprints for other applicarions only with the permission of Don's Backhoe and Excavating, Inc... The so11 conairions have been established at the test hole locations only. There may be variations in soil strarigraphy between and around the boring's and interpolarion and extrapolarion of the results is not warrantied. All requirements of this design shall be followed in order for the system to perform up to the desigr►ed capabilities. REFERENCES Home Sewage Treahnent Universiry of Minnesota Agriculture Extension Service Dave Gustavson Extension Engineer and Orono System Ordinance and Minnesota Pollution Control Agency Rules and Standards Chapter 7080 If you should have questions or need further information, you can contact staff at the Orono planning and Zoning, or me at your coni�enience. Sincerely Don's Bac and xcavaring, Inc. � � �� --�- �, 6 � �� , _ .� ' ' � � �� 1 �� - ��- � � � � � ' �� . ^ � ��/[�({� � �� ,� `,! 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S�.-�b A�k -�d ��e v�� p�op'��1:Ne auc+. �. � plso, a�l S�I��wbs +Smwll br�,sti wti ll be 10, Se,�back �e �e,/' M�S{ be ��mo�c b h�nd �ro�" u:�ti YylarlC iS 100: 7�t �f�,ao S� �+Yr$i�� Ar�'. �^'`16�Y1CCS KoM The �i� e'f Dvbn03 ��:'Cl�� ,��`,- , �+� Ce�� QNC�,�CGa��to�►�bva� Ar�pr 7�0 �E�f'i'3R �> �n,j��,I�a'��p n . � � Nt'l. .r.._-.-r � � — � E �.�, � \ S . � � J�k�fi'�s'�'1^L ' �a�'H�+,o�,.- �;,�� AjS hIOTEU `'�1 �T � �'� r,�,: :� -- :. ��A:;`�' & RESUBMI'� �rs�Nce�ro,N,('i�ner � —:�� l�hese cot�t:r�ents ar.e tcr Your inicrn'S�:"�s�n• All w.rk shnii :� �'��% � * iztil cc�'tr�;i��::e wit!� :�1� ta,:�: ,�:�. �Ep G,ftt:fr�� !n zan+�f� :czc.*� �� n + ,;�� o:er. �r :ii+9 z •-s':!E;.:,r If1Clll�..� . ;.2!'!�S 1 . �_... . "i�'V" C7 � � � P'1��., t_ .� �'� . r �:)1 . , , ��1.� � �1144� ` \ n' _I F N � i y8�6-� s,•y- � �oMe...dVdT �o �i�ac-� Scc„�� P1 yg't'' ,f�'�o" — �_ ,� O� �, aZ 93'G�� ,f'y" @, S�0.,Q�. I = 3 � P Z .. qy 2 nS`/p• �ra��+�,al�• Q3 S /D ' .. y. �, G�.S. S�e. So�Is Sl.ee-� -�',� Fle�o..T pn3, �3 S3'��" GS'�� MOUND DESIGN WOItKSHEL'"T � � ,� . (For Flows up to 1200 gpd) _ �.� FLO`,N Eslimatcd Scwege Fbwx in(iallons�xx day Estimated 7,s-o gpa (see pages U-7 or I-3, 4, 5) �g'"'� um r or n�ieasured gpa x 1.5 = ►��a°�ms .�,r�� r`�n ,�r�'u� Tiv B. SEPTIC TANK LIQUID VOLUMES 3 4 0 3a, iis o«�� 4 600 375 25G Q't-(�So gallons (see pages C-3 or C-5) s ,so oso z94 '��' �_fas� �u��--A.nK 6 9W 525 332 Trat. 7 1050 G(X) 370 �°f C. SOILS (refer to site evalualioil) g t2� ��5 aoa �d',;;,n 1. Depth to restricting layer = _ � 111C�12S Seplk7'inkC�pacilic;h�gallom Numbcr of Minimum Liquid l.iquid cepr;i�y wiih 2. Depth of percolation tests = /Z inches ��m. � qncity gnbugc dis�s�l 3. Percolation rate 11 Tll�l Z��r.� �� u 4. Land slope �„-� % 4 0�6 '�x' �5`", �s��u Zuo 7,Bw9 �p � '�'�Ke�s s..SWa��l.`� �w�l.f'a'� /�7� �`�fe,f:�it��i�.d. ova9 ...... D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: Daily Flow x 0.83 = `7� gpd x 0.83 sc]. ft./gpd = loz3 sc]. ft.-��Io Pl�,res�/o 2. Select width of rock layer (10 feet or less) _ _�_D It. 3. Length of rock layer = Area + Widtli = ��D sq. fl. � �� ft. _ �_ ft. Rock F3ed Sf.f.f.f:r:f:f.�f:--f:�-f:f:f T ••,••,.ti.ti.ti•ti.ti,.. .. •. •. 'L.ti.•,. f•t•1.l•1'•f l•1':j�.f.f.f�,•.r�� ti•ti•ti ti•ti•ti•ti•ti••.••.••.••. •. . 4Vidth S10 ft. •f•�•�•r•f•r•f•f•j•r.r.f.j.r•f 1 . ti.•, ti.•..ti.•..ti.. E. ROCK VOLUME 'f'r'f'''''f'''f`''"''�'"�' � Length --1 1. Multiply rock area by rock depth to get cul�ic feet of rock; .�Q sq. ft. x�ft. _ � cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. t� get cubic yarss; �Q,_cu. ft. + 27 = d3.3 cu. ya. 3. Multiply cubic yards by 1.4 lo get weiglll uf rock iil toiis; � cu. yd. x 1.4 ton/cu. yd. _ � toils. F. ADSORPTTON WIDTH 1. Percolation rate in top 12 inches af soil is �_ mpi ^hs°�•i��wtdu�s��K�r��i� 2. Select allowable soil loading rate from table on a � g_• PcrcoledonRa�c ca��„ Re�;oor p g � in Minules per Soii Texwre ��cr clny per A�sorpiion widih � �/rtZ Inch(MYl) syuorc fooi io itock Lxyer g� i w��i�n 3. Calculate adsorption width ratio by dividing rock layer Facterihnn0.1• co:�uso�,a .._._ __... 0.1 W S SanJ 1.20 �.pp loading rate of 1.20 gpd/ft�by allowable soil loading rate; o_��os�• PincSand•• o.�o z.�,� 1.20 gpd/f t2+-(� gPd/f tz= Z.° 6`o'.o sA��a�A�,e�n o:�o z��; i 1 .oam 0.50 Check this value on �qge E-16. 46to6� ClayLoam o.45 Z:fi, 4. Multiply adsorption width ratio by rock layer widtll lo get � `°'Z" ��°y °=24 5_`"' Slower thrn L�e 120��• required adsorption width; �x 2. ft = 0�0 ft ' � � � . , , G. llOWNSLOPE DIKE W1UTH - 1. If landslbpe is 3% or more, subtract rock layer width froin adsorpHon width to obtain minimum downslope dike toe � ��ft- I D ft = / D feet 2. Calculate Minimum mound size based on gec�metery: a. Determine depth of clean sand fill al upslope edge of rock layer: Separation ____� feet b. Mulkiply rock layer width by landslupe � � ioo�cav�r to determine drop in elevadon; 1 loec Ror .d , Slope Difference s•a•r.uo� ' t�:t _LQ_x_�% + 100 = _� feet : Slop�C71tt�r�nu �t UDslope Wldth c. Add depth pf dean sand for separad�n (2a) �r��e at upslope edge, depth of rock layer (1 foot) to depth of R°`��d we`cn Downelope Width cover (1 foot) to find the mound heighl at the upslope edge �--��e of rock layer; I ft + lft + lft = _� feek d. Enter table with landslope and upslope dike ratio. Select dike multiplier of �. 03 _ e. Multiply dike multiplier by upslope riiuuild height ��o to find upslope dike width: �_x _3,0.3 = �� feet f. Add depth oE clean sand for slo�e difference (2b) at downslope edge, to the mound lieigilt at the upslope edge of rock layer (2c) to find t�le downsl��e heiglit; __�___ft + �' ft =��feel g. Enter table with landslope and downsl��pe clike ratio. Select dike multiplier of S 8c� 11. Multiply dike multiplier by downslo�e muund heigllt to get downslope dike width: �.� x s,g� - _�_ feet i. Compare the values of step G.1 and Ste�� G.2h Select the greater of the two values as the aownslope dike width; a3 feet �^__--- f 'Upslo a Wldth � j. Total mound width is the sum �f E _ ;; ��,..� i upslope dike (G.2e) width plus rock y3=sy' � ' s. Rock B�d Wldth ! layer width (D.2) plus a UDslop�Wldth -�r••� downslope dike width(G.Zi); ; -�'"� �D'�°°'W�°� � V 1.��.�� /o ft + �� ft + �_ ft = y�_P ee � �*1.�4wn,��.. f��t.,�� 'rde: k. Total mound length is the sum �f � �W�_��p f�tdth ` ' ; upslope dike width (G.2e) plus rock layer � �I ; length (D.3) plus upslope dike widtli (G.2e); ` ' ; .�,�ft ++�3 ft + i a f t = _�_ feet � i � ; ; < , ; Tota1 L�nyth{/� UWOS OpC �� a:� �:i s:� s:� r.i �:i ps ope 4:1 S:1 6:1 7:1 8:1 '.�bpe - a 7.0 4.0 5.0 6.0 7.0 t.0 /.0 5.0 I 3.09 t.17 516 5.]8 7.53 6.0 7.0 B.0 t.9t 3.85 4.7R 5./� 6.51 7.�1 2 7.19 4.35 5.56 6.82 8.11 7.g3 3.;'� �Sq 5.36 6.14 6.90 7 JJO 4S4 5.88 7.72 A.86 2.75 3S7 !35 5.0lt 4 ).�1 4.76 6.15 7.89 9.72 ).GB 7.i5 4.t7 4.84 5.� 6.45 � ISJ 5.00 6.6� eS7 5� 6.0t 10.77 ?.61 3.33 4.IA 4.62 S.I9 5.7� ry ].66 516 7.1A 9.38 i2.q7 1.54 3Z1 J.85 I.tl �.9J SA1 ' �� lOJ4 13.7J 2.48 3.70 4.27 4.70 5.13 8 �.� 5.� S.� lIS1 15.91 2.4I 3.W 3S7 t.05 4.49 �.ga 9 13.01 18.92 3.45 3.90 4.30 1.65 10 �.29 6.57 10.0 I5.00 2�J� �.J! 2.86 3J3 3.75 �.12 IAI il 4.N 7.1� 11.11 17.65 )0.�3 2.26 278 3S3 3.61 3.95 116 78 i2 1.69 7.bD 12.50 21.�3 4�.75 �11 2� 3.12 J.49 J.80 4.08 � . . , !' 11' ;Z�LI�L._I_lUN 1'1ZULGIJURI� A. Uetern►ine}�uni4� cal,ac;ty; - Gravily Uisl�i�utiun ]. Ntinii�iwn suE��eslccl is c;(lU t;;illuns �,cr liu�ii (IU ,iii) lu slciy;ilic,i�l c�( �"" r'�r�ruaniioi� uF n rEi�roisnrtu LATEf1Al f;l W8(CI' USC l.il�C i---c�ou Covv g'�^'�:--'�----'---r. f � v,:::x_,,-_� • ��iIXIIl1Ul11 SU}ifilti�C'l� �l)f l�l'�I\'l'I�' �O il l�l(�I� 1 I, i,�`� lop�oil �`�.`��. l � � ��I ,i liu�nc s��sl��in i�; 1,7U(1 ;,�:?;,_-�----,_ ,..��,`i �alluns ,� , � �,: � ' lf �IUUC ��J��')Ill� �(1 I��l'\'l'll� �1UI�l� III� (1� I�II'StiUll' IIl l�lll )�)l)\. , j-Loyer ol Geo�e�lilt fahrlc lor�o� I Laa�uy SnnA lnytr / "L,.6 Iny.r el M�m �hon�o.ned '1�"` -r.�,��.;a.-�'--ilh Rtdl otin DaDaI Piessure Uisl�i�uliun ,;��,;,,��.�,,i. �.�;;�'" �� • _ �..��•-I'�ilu�olion q�llled Ilmuonlnll� 3. a. Sciccl nuiiilicrc�( �rcifu►�ilc�l I,il��i,il�; �,•�I", � -L;o r�`o' �^p . __3_ �� .-1- �-� ' n� i.�,�� i�•�e ca,� �;r ..,��- ��o � �. :7P�1`l'� ')l`f�Ofil(IOIl SI)�lllll�� _ „� ��. j';Uimn IItIJ liu!k;.� � __._ ..,,,�,y[� ol Ilock lara c. Su�tracl Z fl. fiun� Ili� iuck I,��r I��n��tl�. � ..I'nlmall��n�torniea ol 1 _ � Cleun $nnd I_a�er Uollom el Lolual Tlocrila�cr rnf�'G �I. ��. -w'�-,-.��-��.r�„�...,,` P' �-l�rl.�li��l 5n11 f'r��,r�ly [r��ll��d �• Ul'�l'fllllllQ ��ll' IllJlll�lll"C)(�:I��II('ti �)l'�Wl`l`II ) nNme 1'�ndny Sand loytr Lc.�n�ll► ��crL s��aciii � - I II. � I ci furalic�ns. t� -� _�3_ i�. = a o_ <:i,.,«� �• _�O S�)(1Cl'S-F � I/�Ul.li UI I'ISItI�C)IZ/�71OIJ UI�I I/�kCL>S IN GI'M - -�-- I'��i Ic�r�ili��n�/I�il��i�il (. ��lulli��ly ��r(uraliuiis �x�r I,itci,�l I�� iiii�i�l��•i c�l I,il�•i,ils lu -------� -- �'�� U��I� IlUlll�l'f U� I)(`I�UI�1�1(111':. II�•,��I I'i•�lui,ilinnili:�iticicr(ii�ihi•5) ,�T. X � )l'I�lIf�111U11ti. -�--- -'_-._--- '/ - � ��.�_ -�- I , /,� _ � �• -'a=-- X_s7� (� t.11a YO_;(� U.74 pc�l� Rp�ol�kil----!_L_t��lll. 1.5 11.l�4 0.911 2.11� 0.lpl L(It 2.5 Il.nv I.0 S�LGC�1 L�.0 1'Uf�1P l'��I'��17'1' ��7 3.o n�� -_L_�-(;��u1 1.28 �.� l.l.l 1.17 IZ. Uelern�ine lica�l ie��uircu�euls: 50 1.z�, t.c,s l. Llevaliun uif(erencc l�cl�vccn ,iu�i��an�l ��uii�l uf�liticli,ir��, � nUc�1.11 f�.n�l uf h�icl fur�esiclenlial systen�s. ICl•� l�l lc'•?II(��•1 i�I IID��I Ifq filll(`f CSI;I��liclin�cnts 2. I(}�unt��in�� lu a }�resswe clisli il�ulicri� syslcni,;icl�l livc feel fur��tcss�ii� reyuirecl at tnaniCulcl 3• Fricliun luss �lcel a. Entcr (�icliun I�ss tal�le �;illi nn ��ncl ��i��ili.iiiicicr. �'�I��'I.�•u��,il� f',I i- _--- -1 ltcac] (rictic�n luss in fccl �,��r IIHI f�cl (iuni I;il�lc. I'uiiu u(I)iccli:uEc 1'.L. = 3•Qq (1./lU(1 Il uf ��i�� li. U��lern�ine tutal ��i4�e len��ll� liuni ��un��, lc� �lis�lunl�e lilc�atiun Uilfc�cncc poii�L Acicl 25 }�crcent lu �,i��c Icn��lli lu� filtii� � ��I u�n�� luss,ur use a filtin�luss cli,u t. Lc��ivalcnl �,i�,}� len�lli- 1.2i lin�es ��i�� Ienf;11� = I�-Ittb ---C,�_x I.l`.i - �_ (��l 1�i iiich 'L.0 inch C. Li7�CU�8�P. �U�a� �IIC�IUII �USS�)�� Il1U��l�)��'lll�� (,�nn I'�iuiu�li,�s�,cr IIA)flof 3.0 IIIC�1 (ricliun lvss in (l/lUU (t �y c,�uivalcnt �,i�,�� I��n�;tli. - ---- "''M I U (1.Gy O.2U '1'olal fricliun luss= I J ��.�x� U.ZB 4. '._.3�-�--� -s� _' �UU =_�_1ecl 1-1 1.1tt 1�ulal lieacl reyuire�l is tlie suin c,(elevati�n cli((ci�n« I�� U.3ft S��ecial liEacl te��uiten�enls,;in�l lulal fricliun luss. � 1.�i-1 U.4g I K 2.U.1 U.GI) '�1�.11 ).�17 U.73 0.I1 _� i � a , �•�-� I.I 1 f :�II ;.2.4 I.iS ��.I G (1) (Z) (Jcl-- :4 i 7.yU Z.U(i , U.JU '1�► 11.07 2.G-1 U.39 'i�u�rn� ►t�,�i_� -�; � �� u.na --._,1.�_ lcct ,u �.y9 �S 0.58 -. 1'lllll� SEIeC�IUII �. G 0'70 , GU S.GU 0.82 `" �1. A puti�}� tilust lie sele�le�l tu �leliver al lcasl � ��»ll (�l�l, n) witl� at least� leet uf lulal l�eacl (Sle1� L'). � � . . . ' � B-53 a Lr V � � � C 1 7 0 m u� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � O G G F G C G C C C G � G G F C C C C C C C C C C O � �. �Pi � � ` �. �. � \\ �\ tIl Vl 41 N � v R7 'a i• >• �. �+ T T i. i. �+ i. i. 8 , _ �_ 1 � J` � J � o �� e �� a ; � 4 �`\? U o Y e c; 3 —3 3 u � � ` i N oa � � ° j � r � _. 3 � m c < < � �2 � `o 0 d � , 4 O O 0 « A � � � � u a S 8 � �I ` � - o � � 0 0 0 � o O � V O � a � o .. � � x � � � � ` � � � � o a . '7 '� ' s � � � a n � 0 0 o c H J 1 `1 �L t � M � O a N � N � � J p° O � ' ' ,,,� � '� N O N � n L # �uiaoq Z # �u�.zoq £ # �uiio9 � # �ui3o4 S # dutioq Figure B-24b Client: � �� ' �� Parent Material: �� Date: �/ a Vegetation: ��,6 ,P� Location: section T_N R_W county o� ;� LandScape: �no � Soil Type: d �„o Slope Form: � w �� Je, DisEurbed/Compacted Area: YeS o Slope: (,- /O o Type of observation: pit 6orin augenng Floodplain: yes no <: Snzin�# :;. �: �. ': ' 3 ' 4 5 Elei1afiU� t3��cJ�+�S: � '�`?,2.�, �� , : .+ �s#�z�n�ted �i� �Ya�ertab�e: ' .' -�,:; '�." Dep�t �� Ta�ez zz� �-T�Ie; ..�-- ,�-�-�-->; Dep�h fr� Bec€�ck� �"'�' Pro�ase�I �epth of S��ste�. ; -.�'f�" �z`• � •• Estimated �iz�g'Facto�: , � �� ._..--- ; j�.:� Additional notes: � � ; o{ �� , , .� -a � � �„� . Q� �� 4 e S� c�,�e �►e r � � �(� a� �a c c � ` 0�1 c.�.�7 �1►.I Prelimary Uesigri (r�pfiona�. tr�nch i�d ! mpund� hc�ldu��tan�C' gr�vFty distt�b. I pr�s�u�dist�ib� ; �i�i�sa�d;si�ing ��ie� ' u�tv�dx��irs�a� . �ig�cl��lcaz�structian p�bleix� - Name of Site Evaluator: ` ��p _ �('M G,n �7 Certification Number: �,��j� . . , — �'�1��G��.�,'Jl'ZOI�I '.�'�S�'1' 5�:;��?�'�i' _ � l�ole location dd yS <<�, � I � ��'� ��M Ilole fl ___Z�_(_ Uale test hole �vas prepare�l: S��dl�9� ?•p,,. - tlt oE]tnle battont: �z itic(ies Uiauiet��r of l�ole:_____� Uata fto�n test liole: �i��1e4 cic��lh,inclies suil texlu[e: — I'�-/D ��a soil color �_D_�� m � /Oh�P 3// -�.�na.,' _iati��/y � — iod of scratcl�i�ig si�e�v1��; S�;ck i�, '�'� /�a'/s Ue�rtl► of E,ea size gravcl in l�ottout of ltole: and hour of initia(water filliug: �/aa 19� r�7�v, � �l�dtes Fo�-Ics,F�N�: Ue��ut of inilial walcr fillin�: / �od ueed to n�aintain 12'� uE water c3eptl� itt ►�ole fc�r 4 1►uur,i: _abuve hole botkoi�t �latlon te�t conducted by, �\� � /, NAnd ; �---SLXdalQ.No!'�'Yl n n n iinucn water depth abnve l�ole bot(uui c3uring lest: /•I. _ �ilc(�gerculatio►� test startecl al , aut pui). ME INTFRvnL W�Tr-h Wn�r�=n Wn rEn (MINUTES) �EP-T-�i urt�ar� ��r�c�r� r�r_nc nn�r�_ conversions (fr�ctioii) (declinpl) �=ALCULA��IUt� �:.1�'J s•rnR•r _ 1116_.p6 ---�3--- � � — � ---�Q--- ---�! --.�1.� � as -- -�_._ : _ a_� _ !3 _ A va=.,3 � --- _-Ld_ . ��l�.fl: 171t(J{' !'}_ICL.: i� � -- - ---- c,�aac�,.ai� 3116:.13 it��*t�,i. $`�' --��--- 1 3--- � --�-�Y--- __.a.�Y---- � _i-.3o ;�,dS _ l� � �ia=.25 � --�= ----- i��i�i� T�t_i+c' REFILL Z (1�ccl�nnl) g� --1----- —_ s�t6=.3t ---30--- --9'l�-- __�1�_--- -- 3O :-- s c --�.as �►��.�L �--- �e ,>�Z��F� ;��z�_ �s:. _ r�c r t�� -------- ---- ct1�:sinu,LL�.. — • � u�6_.aa — -------- -------- -------�--- ------ ---- �1'lt�ll3 ' I.:�lit�{' Yli1Ct_ -- RL'FILL -------- (llccini�.l) �/Z_.S — --------- ------- = �' 9116:.56 - -------- --------- 't�,c.,u; • -------" - t.�ttc�t• ---- -- ------- ►�i_it�: — REFILL -------- ---__ (Uecin�ul) �g=.6J ' 1� -------- ---------_�.---— -------- ---- ",•in.i - • ---- ------ �. i��tc�� L�«: 11116:.69 ____- ��.��i.,tRt� --- REFILL -------- — • G 314:.15 -------- — __��._� -i--;'�__� -_�'_�ti Ir ��___� ��_�� L�� ' ��Z�,�� _�ZL. - ��,�� 1y16:.81 -_. ItGFI[.L — -------- • 1180.88 -------- ------ - ` �"I ---- ---------- �1�12�.I1= ' l�i'iC�ii.. . (u.,�_�.��.�� i'i_i«: 15116_.94 1eii 1'ercent Calculalion * 3 .0 � �� ` � k3 , C ,V — aet u7'�[jj�' �ll��t�' o7'�TI3L` �Y.:-ite,.-'c�� i"ll�D 5�....II��Ir1iL_D� -------._ � C�t v 137;' X 0.10 w '---�_ � �E �:..:.Ilc:�i 7�:1"-II l..:ll s` O-1�) � est o L�` b'nirli��l"'� " —_ U s `- � �_ -- — L,liL L�.i-��osc T7'–LTt_ –_ 'I, ��..Ila:at I�c�l IJrY� �----� icnt o IST? x b.10 � �_ . G s�:��.ii�-��;nsrt~ x u.�u ,. _ r= , u ,� i - — a a t o � '`Z� $ri�u I cy t�'ii1�I�I-Z:� '-------- _ ' �wrgay�]'-Irl;i1 5..:..liu'nt�'oI�T-T�j�' i:nt o -T x O.10 �. S.i..:ll�:'ni 7T:ii'1-7:T[ x U.lU � �H top number in eacli set of bor,es is larger ll��i tfit� bottorn ni�rnt»r U�en t�lce t�i,r�tti�� f�arlin.� ir op number is equal o� srnaller tt�an bottorn nurnber, :.ivera��A u,,, ��...___ __ . . • . . � ��.',��U�.,.�.��N ��11�7��.� v_��S�.S�� • hole locatio►i o�d yS <<„ �, ,(� � llole H �z. Ua�e �est (iule �vas preparc�l: S��o2/�9� (��toDPm tlt oE�l�ale bvttom: �z � inches Uiatnet��r of l�ole:�� llata frocn test liole: iticlies �3c��lh,it�clies suil lexluie: _�_� :oil color _ R _�Z �oa m ��7""_`' Loam _ /ati,es�y ---- . iod of scratchin6 si�letval�; _ S�;ck .►',l'L N •/� Ue�� f E,ea size gravel in bottoilt of liole: and l�vut of initial water lilliii � �i�dtes For-Ics�IrNq; �' —�—�raa f 97��'A.._DeE,Ut oE i�iilial walcr filliti�: / ►od used to niaintaiti 12" uf�vater cle�tli in (�ole fur 4 (iuur,i; ,/ a�uve 1►ole bottout �Iallon test coi�ducted by; ��/�, /I N��d � ---�/O Norma,,,, I'erculaliun lest slarle� al iinum water deptlt above I►ole bottou� cluriiig tesl: /`1. , inches 71'�11 p�� ME INTERV/1L wnr�n Wn-r�=r� wn rFr� (MINUTESj UEPTfi urz��F' ��r�or� r�cr�c nn-r� conversions (froctivn) (decimol) CALCULq"IIUF� "—'� 1116:.06 �.'1,S s-r n�•r ---- __Lz___ �S ---��-- -_J17.�2-- � .-��----1.S „ a0 118_.1� ---l�L---- l.s---- "ri�.u� • ,7�zc>i; —,- --E1 1 {=1tt: �,� ___�_________ ----- �»�0►�,.4�� 3116_.19 It!?I�II.L g.1.7 __,�� ---�Z-- --- _J1L;�Z_ � --- /. .S �'s � -� Z3 114c.25 - -�-�---- --30— �O -- -- ----- 'i�tc.-ii: ' i,Ftvi� 1�� REFILL Z (llcci,n,al) � _ 30 '_1----- � ----- 5116=.31 - --- --1�l�__ I ,s _ L f, —__30_ _ l.S _. C --------- ---- 'rin-u� ' �,tzv�>`—;��- 318_.�8 ._._ � RGPILL ' ----- 1 1=1tc� -------- ----_ (Usslu"'1L---. • � 7116_.4.1 -- -------- --- ----'_____--_-- ---------- __ "171�1li ' 1:�{icJl' -'--- - -------- �u��i�>>�� ,>�_�«: 1/1;.5 -- REFILL ' --------- = �' 9116:.56 -------- ------- . -- 'i�,c.,u: -------" ----------- u�u�i, ---- -------- 1'l.�tt: —_ REFILL -------- --�_ (l�ccl�nnl� .�e�.s� '--------- �� -------- -'----__� -------- '1•ln''� i'�zU1' 1�L(LL 11116..69 -------- ---------- �r��i�,�Ri� '--- REFILL -------- -- — • G 314:.75 -------- — -------- Ti'in:�i=- . --_____.. ------- -- --------- - nitc>i� 'i�i=iz�: ��c�„„i 1y16:.81 —_ ftEFILL — -------- ' :II 118:.88 ---- _ ------- ------ - --- ---------- �1'11�•11= ' IJI'iCJi; k'In1Cl.: . c��..��„�.,� ty16=,94 leii 1'erceiit Calc;ulati�it * 3 ,C O � � � � , c .0 est o � �'' � �11a�F�i' o7��IlL` L�rHa�—��--II�`11 5..�..II�:.��'7y�� fTr�c �737'� x V.lu �. -----_ � E �':.u—.Ilcr�i�J�:,�"'It L:I) x u.l.0 � r est o ❑ s �.=� �_ — ��i� $..i r.i��i^t_.li�` --------- - L►►rHcsc r i�T-L�I;I� $��a�ll�ai 7F-�1 Ijljl•'A �---------- . Icyt o T x 0.10 .. ---�_ � (� 5�:.�.11�-�i�F:,i^I3f_I' x u.ii> „ _ E=, u ,i� - — �rt o $"l i cy t�"o '" ----�— � 'T�� ra�� i`7�I-Z: - �rµa��1'-1rt:I7l �..:..li�r,�l'I'z�7t� �--�-----__. ent o ; '2� x O.lU �. S .::ill.`a 7T;;1'7'I�I�� x U.IU o �H tvp number in eaeti set of bc�y,es i, lar��er tl�an tttc� bottorii nt�rnb�r tFien t�lce ai,��t�»r � ,._,:__ op number fs equal or smaller tl�an boltorn nurTit�P,r _,�.o.-.._._ .�_ .. o �. , . . . . • �'I;1��U�a.�,�JI�X O IY �.��1��1.� �_��X�I1'�� .. ' hole locatio�i�d y,s <<� � �� ,�ro I lulc R � llate test holc �vas preparc�l: S��d/I9� (v2lOO�p� � tlt oE3iale bvttom: �z inches Uiauiet�•r of hole:�� Uata from test hole: i�ic}ies . • � ' �leE�lli,iuclies suil lexlute: soil color o-( LaG.•� �z — —_ -id,,,e �/a �oa�» ' S iod of scratching si�lewal�; S�;ck r'�l'L N •/� vel�th uf E,ea size�ravel i�i bottout of ltole: and 1�out of initial water filliii � �l��l�es g: �laa l 9� (d7'oOh�Ve��u► of inilia( �valer [illinp,L_ /Z, Fo� �as�{rNq; —r---- above hole boltoui �od used to uiait►tain 12^uf tivater cle�tlt it► I�ole fur 4 l�our,i; �qn�J ;�� laUon test conducled by; iinu�n water deptli above 1►ole botto��i cluriii n I'erculatiutt lest star(e�1 al_'7•2p ------.�ut pm). g lest:_ !2 inches INTF_pV/�L w�Ten wn-rrri wn r�� ME (MINUTES) uEP-r�i ur�� ur�o�� r�rr�c nn�r� convers;ons (fr�cUvii) (decinial) �=ALCULA�IIUFJ 1116_,06 � s-rn tt•r --�-�--- ----- ZSO ---�Q___ � � 118:.13 --�1c�_ --� 3!�---- l. �� -��;�.�,�V-;�cz��.',,j!?.�. ----- �---- c»oo��..4►� �116_.13 � ��tl'ILL ia � ---�Q--- _Jl�3�i�,_ --��3��--- 1_ �l _30 ; l,$( --- /� 13 t�4=.25 -- - -– S �� ------ 'r1t�tL' l��tc�t� i�i_i�c: '"-� REFILL __�oZ (IUcci�nnt) ��6�.3� �s--s --��--- --�.�1.�_ / `3� 1 8i 30 _ � y� --1--�-'-�-- --1-'-- --- 'i�ii:.ii:' ' -i_ �i�E� �? 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Q►!� (�Q�`) nl�'�.s� �Q 111AiN'fo.iNGC�� : Q�l� a�.'1'�' fY.lhO J f✓�. �1 �o.C k `�u 7 h 2 W�� r0�4f`/N>�:N �J�SO; G.�� Sr,�nrw�t �Srni„�) �r�ns� �r,)1�I I.� � ! ! i � `� 1 c� �ro•n � �G, `�L7 bac>G y� `f'l,e U�c�' m�3d bQ rcmu�c b� I`An �I:�� Ylac/( i S IOQ: 7�< �+cw� f�Jo S¢p' �h� 5�,��• Ar� �1 � �I n /� I�V16.r1CG5 �oM 7'�e Ci�e1 Uvbno l.o�� GN�;�LGu�fLo�tbVal �l��Of `i''0 Jn s{G,��a'Pidn . � � — � � u, � — � _ - �,a.��:��.. — � • - � � � f ��S�Nce{ip� ('irner � � \ ,,I � 'tUM�.I`�O�J� �0 �Kac� Scw�e, . 'Y a� y�G ,Ti yr \ _, P I yF�'z'' ,�i'�o" � — � Sco�.,�e I��— �Q� .lv(' aZ 93�G 1�,�'y" Pz 9yz' �is'�n. �1 rci,r��c.l�• �3 S.y.l�� L�.S,� S�c. .so�IS S�.ee-� -�� Q�a�',pn3, �3 .5�3�11�� Gg'2�� DATE TIME CITY OF ORONO c,a��E�iN �� INSPECTION NOTICE / SCHEDULED �.ja�'-� ct PERMIT NO._ �� COMPLETED �. � ADDRESS � �� 'n-�� . ��-� � OWNER �cc��t �-�/� CONTR. L'?L�l � G C/�C��--�. TELEPHONE NO. _ ��S �/ ' J� �/�' � � DESCRIPTION ��-fZ�-;�� Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING y 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETIANDS 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 p6 PROGRESS J 07 DEMO—SITE 27 SEP�-___ 21 COMPLAINT � 07 DEMO—FINAL Ct5 SEPTIC INSTALL� 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBINCa FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES NO � COMMENTS: ' �" � � -- - � �_,� � ` �� O `' � � O � � W � Q � . 2 � -� .�. W � . .� � d C' ORK SATISFACTORY:PROCEED W� � : PROJECT CO C�TE W CORRECT WORK 8 PROCEED ISSUE CERTIFIC \OF OCCUPANCY O L; CORRECT WORK,CALL FOR REINSPECTION TEMPO� 0 BEFORECOVERING PERMAN ❑CORRECT UNSAFE CONDITION WITHIN HOURS. - pH0T0 TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR -. CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 Owner/Contracto n ite: _- Inspector. _ , � --- White Copylinspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO ca��E�iN `� �' / ' F� INSPECTION NOTICE SCHEDULED j ' � Y' � - J ��<• � . � ;.. PERMIT N0. � � ' ' COMPLETED �� ' ADDRESS J �� `/_S ,'� '/, ,�;�_� . �'t�' ��; � c OWNER � "<< �<< •�'/ CONTR. �'/' , ��.-,r'"�.,.: : TELEPHONE NO, [l�C'' C-�� -�' l� C�' �O L ' � 1i r'` « L -�_�T_ _ � DESCRIPTION --�� (�-�_ C 1��..�.�_ �'�� ,�;_,�.�r_i�,/ W 01 FOOTING 11 MECHANICAL fll 18 EXCAV/GRADING/FIWNG � � 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS p 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q Z 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEM�SITE 27 SEPTIC MIAI�Lt�\ 21 COMPLAINT W 07 DEMO—FINAL �5 SEPTIC INSTALL.__ 22 FOLLOW-UP 2 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REM VAL � OWNER/CONTRACTOR TO MEE�YOU: ES O � COMMENT,S:, ' � '�' r � �� F � � o — .. . � �� ' ,___. ,. �' � � � �- � ��► ''i, n ..i/ � lu - _ � � � Q � . � � ��. . i-� z � 1�', , �" W � � � W � � _`,� s'�9�'1 �� E'J ,X�.� , a :�_�,? � - �p'� ' ' ,, '�'�` �� WORK SATISFACTORY:PROCEED : PRp�ECT COMPLETE W !_ CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY O C'.CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ COFiRECT UNSAFE CONDITION WITHIN HOURS. pH0T0 TAKEN INSPECTOR WILL RETUFN ❑STOP ORDER POSTED.CALL INSPECTOR - CITATION ISSUED G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor Inspector. � � � ' White Copylinspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN " �' � INSPECTION NOTICE SCHEDULED �-�-9 —%4� PERMIT NO. �� COMP�ETED l� � ADDRESS �`��s OWNER CONTR. C TELEPHONE NO. �G�CG ' ,� � �� DESCRIPTION /��C�'�-�E� � O7 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING �Q 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORElWETLANDS 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 06 PROGRESS F` 07 DEM�SITE INT. 27 COMPLAINT J Q 07 DEMO—FINAL EPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC 35 HARD COVER REMOVAL _ v 10 PLUMBING FINAL Z8 CEDAR SHINGLES 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � - J O � � o � ��— � w � Q � Z W � W � j � WORK SATISFACTORY:PROCEED W� � PROJECTCOMPLETE W C CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. —• pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspe tion 24 hours in advance.473-73�J7 OwnerlContractor i : i Inspector. White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CAL�ED IN INSPECTION NOTICE SCHEDULED �. ,� �- , - PERMIT N0. , /_`� � COMPLETED ADDRESS �� ,� � �#' � r � OWNER CONTR. ` TELEPHONE NO. � DESCRIPTION � 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. 72 WATER HOOK-UP 17 SITE INSPECTION Q = 05 FINAL 14 SEWER HOOK-UP O6 PROGFESS ~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT v � 07 DEM�FINAL 15 SEPTIC TALL. 22 FOLLOW-UP 2 09 PLUMBING RI _ Pn ►f 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO ME OU:_YES � COMMENTS: �""' '� � ' � . � - -" ,� � �" j � � � s O - � a � � ,�a'� �"�t'��' i �� o l <� � W � ""�_ ��''`/I �--- �' �� Q , . . � Z W � W � j d ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE W � C CORRECT WORK 8 PROCEED ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. -- pHOTOTAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.47�73�J7 OwnerlContracto Inspector. - �' � '�� White Copyllnspector's Fiie Canary CopylSite Notice