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Home My WebLink About1992-004708 - new septic system � PERMIT ' CITY OF ORONO PERMIT TYPE: __;�� i; �;k{F�� ; 1335 Brown Rd. South • P.O. Box 66 PermitNumber: t_��=}��7�a�=� Crystal Bay, Minnesota 55323 Date Issued: i;�� '_��'_'� (612) 473-7357 SITE ADDRESS: ==�_;it i:f�:� �=r"j�i�1 i=�G �:N F' . � . ��1. . �?—�. 1;� L_ _ r—t;��1:� DESCRIPTION: t�iF� °_�'r'-:�Et� �_;N,�,��- �� i�,i:��.�;, c=,��r.3ii� Ty�� i�l��:� '=;�F`TI�: ';�1�`°=:TE _��';+%i:'] s''.� �c`i i.+'1�' ;a;�i i}'�:, : Y�=C �S�`.'.��F{��t:� �fi 1� €�� tB�,"� � � ,�:' , � �" y� �,�'q !��yr ��i� x� � . . ' " '`� �' ''� �4:� � Y��i�4,�� . a ' . ' 4 �t',�4V"9 ',f'�5'1a i�y' �"r �p' y, "�� . � . � �"�. �h°�x:ie .>�� _v'�'��;�.��. t�"�� . REMARKS: ;'��'� �� Jf�3,�tt? q t��;n;�;�i C.�FI�E 1�i.i.��i uv�+F � FEE SUMMARY: vi "i,� 11`�,, ! 'j;+:�:+ f f�tli�}j� � 1 titL��V V V V 1 �7L� r i�,1 V � � .. Ej j, j� _ !'��tt: } !r� �';{j�' !��'�' �i 1}!i i!1) 4+!!{.��'Ll!'t�ji �nily IjVf./ . _ n� . tT :_�ils•�'�"'p�i'�� CEi };;%�L:vEf! i•Frrt4 T��+� 3�r�F9 t 7 ---------- • a.,.b 7 i�i f.�( [ �F+�+ ��(317 . �'y(� TftJt1VVV VYL•1 ! ! t• 1 �v.r j�.f�L CONTRA CT(�F�• . - ;��!==1 ic�.nt.�- �WNER: ,.�t t:L��;7�Fi F-I�Lr i:�=iI�F'At�Y I t�lt: _ . � ��r 1�� . t-�I`.I°�;�:�� :��,l�►E'3 ��i i{ _.�l, `�:�{_? [:f i z �H�;;`� i't� �_:�-l�:t�:.E_ff�'�E �tJ �.�:=;;°a #_fF;�=it�►=� �ih? �.�,:��. t:�=��`:� . __-7=�� ,�;�,;_?:�„�•:; '{'[�F ; ;r,;-;�__=_;%e; :i=�;: �-;t ��-�.,��; ��i;tt:F'.� ! `� F-'��'f';3•� ::Tfria� jt_t `°3�;��::� T:-;F i�F'i�t_ }'r�}�'FiE_€''v,`��i � - 1C-�2� � '7!....L_}�•... �..� 5..._. 1 .L..�t�l.! k . 5.1. . ��_',�' ��+r"{�T T C ''�'ti i�t '��'r-_��=='- ;i1Vi !' i, �;; ' �i� �._ y� i'!" i-'; j �;s'i_ � � F� ��; _. c..._r=__� €-�_�: i=�� ,_._.= ��E _ _ :-�L� a_°-�'r�:. I � =�T�;I ".i _�.��•1;_ �a�.._�_ :�I�l, �� :ITY +�;" : .. . _ _ . .. . - - - � ; :f `[!uE ! t sf� ; r,i%�,('vl.�- — i' � ) —�1 ; �-- # i;-• � u U :� . �� ..; f• I (:tii I_.: ` i i-i�� a� I €'�1 i � ..�?_.. ._. _.. �;�.:�+f-.. ._._... ��!�. _ t=? . _ _. �': .�.�� _. _. � �'. �:�i 1 i%.. . _��..�. +? �"•`.C.. . _. . LJ -�. /?,�,,,� (,�,1-w...� APPLICANT-PERMITEE SIGNATURE ISSUED 3Y SIGNATURE�,r�/fJ �` �� f! %C APPLICATION FOR SEPTIC SYSTEM PERMIT CITY OF ORONO Box 66 (1335 So Brown Rd) Crystal Bay, MN 55323 **tf*#***#*******f**�t�***tt*********�f**t*****��f*t**#f***#****tt*#**t**** General Instructions: l. You may apply for septic system permits by mail or in person at the City offices. However, permits will not be mailed out and must be picked up in person at the City offices. 2. Permits are not valid until you receive a permit card. 3. Work must not begin unless the permit card is availabl.e on the job site. 4. Permits will be issued only to contractors holding a City of Orono Septic System Installer ' s License. 5. Ai 1 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. 6. 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 instal lation in the rock bed. d) Final inspection to verify proper final cover depths and to verif y that all pump station (where required) components are f unctional and comp ly with codes. 7. Individual holding MPCA Installer Certificate shall be present during installation. 24-hour notice is required for all inspections. *#�*******��***��*�*��*******#�***#**�*****�t*************�************�** JOB SITE ADDRESS: � .�� CC1X I_��-�� I�'{. Occupancy Type: Residential X Commercial Other �- � r' -� Owner' s Name: Ju�.-�� u�_r��h — ��rr, I>��'� ? Phone: ��' � �� Mailing Address : �Y� ��'`-�� `��w. ,�;- City: ��1�'�'�='( �L�h Zip: S-�,_ ��'`i Septic Contractor' s Name: Cl�`�' c.- ��i �� C� ��c_ Bus. Phone:�Z�- �rS� Mailing Address : �-'� � L l� City: S�tic��?t{__ ��.+.� Zip: SJ�3.� *****f�**********�*****#***::**#�*�t*******�****#*********�***�**�*****�*** - over - �. �� a�� ; � _. `� /��`�� EPTIC SYSTEM PERMIT APPLIGATON - PAGE 2 ' Permit Type & Fees (check one) _� New Construction, Full System $100 . 00 . . . . . . . . . . . . . . Repair or Replace Existing System $50 . 00. . . . . . . . . . . . . 0 . 50 State surcharge added to above permit fees SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES DO NOT MAIL PAYMENT WITH THIS APPLIGATION �.*�*****t�##�****��***�t�*********��*�********�**�**********�****�**�***�** �OTE: Applicant must initial all spaces. Fill in all appropriate blanks, check ail appropriate boxes. Initial � � dL(� l. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. � �;K,C? 2 . I will be installing the following: , A. Tanks: � Precast Concrete Other Manufacturer�J Tank Capacities : 1) /ll��' gal . 2 ) j��L�' gal. 3 ) /vc��'� gal. B. Pump Station (if required) Pump make & model OS�' j � (attach pump curve & literature) ; system design requires 3s� S gpm at %3, � feet of head. High water alarm make & model �Tn�St��i�. 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 " Rock bed dimensions I� 'x SZ ' Drop Boxes Sand bed dimensions yU ' x�' Distribution Box Pressure Dist. Pipe Diam. ' �r /Z " Manifold Pipe Diam. 2 " D. Final Cover/Topsoil to be: �C borrowed from site ( show location on site plan) trucked in #*****f***�********#********�*�******�**#******�:*t******�**�**********�*** `"he undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do aIl 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. Signature of Applicant: ✓��-X-��` ��(/u�c1 Date: �(� - �S � �Z= _KPCA Certification No. : �✓Yt t'��('� � !. - - OSP33 OSP33AB SPD501� MAX. SOLIDS 5/8" SPHERE MAX. SOLIDS 5/8" SPHERE MAX. SOLIDS � 1 /3 HP 1 /3 HP 1 /2 Af 1750 RPM 1750 RPM 345( '_____- i �� s �t41,1 . , I �',.,r��. � ; - �r..,, ,'� ;� -.r� �, �rr '� ��.,; , .,�': � � � � �. ,,..� �� _� w• f ; • � ;`; s. � ; �, ' °; � ,��__ � �'e . , �. �.� . , � , `�'�'"�_� _�. • Available in automatic or manual • Available in automatic • Available in m: • Non-clog bronze impeller • All bronze construction • Automatics fe: • No suction screens to clean • Non-clog bronze impeller diaphragm pre • Oil-filled, double ball bearing motor • No suction screens to clean wide-angle flo: with built-in overload protection • Oil-filled, double ball bearing motor with piggyback • Carbon/ceramic faced mechanical with built-in overload protection • Dual shaft se�i shaft seal • Carbon/ceramic faced mechanical ure sensor cap • Great for septic tank effluent, shaft seal to alarm devic� elevator pits, high capacity sump • Reliable diaphragm switch • Non-clogging ? service, industrial circulatars • Completely field serviceable � sewage-type in • Reliable diaphragm switch with • 1-1/4"" NPT discharge • Rugged cast ir� piggyback plug-in • 1/3 HP, 1 a 1 15V • 1/2 HP(SPD5� • Rugged cast iron construction (SPD100H) mo� � Completely field serviceable construction ar • 1-1/2" NPT discharge • 2" NPT dischar • 1/3 HP, 1 p 1 15V or 230V • 1/2 HP, 1 m 1 1� 200V, 460V or 230V and 200�� 575V 32�__. . _._... _ .. . . _. . 32 61 w f W W W �y I � . . . , . LL W LL 024 __. ., . . , Q24 Q 48 � x � _ ��3 Hp x ��BI _ . . . , �t6 �32 �� Z I Z � O I O o I Q � . F q \ �lR F" O I O ' ..... _ .. O � r � '___._—'._—.__._. . _. ._ _. _' "__.' _"__'___._..__... . __ 0 10 20 30 40 50 50 �� 10 2Q 30 4� SO R� �� 94 AR G4P�CT�Y-U S.G P M C��ACRV-U 5 G o M �-o��' , 4 � � ' - • C� OF ORONO Permit � "�` °"�:a S3PT�.0 STEM APPROVAL Fee $ �= � �� :.�`��`�+ � '� �?� ��`�'� a Entered By The Gener.:a-1- Contractor will be given a copy of this report and is responsible for its distribution to all sub-contractors. SEPTIC SYSTEM DESIGN IS NOT CONSIDERED AS APPROVED IINLESS THIS SHEET IS ATTACHED. I�OCATI ON: � � �.Y��y�' • GF.NF.RAT CONTRACTOR: PH�� SEPTIC CONTRACTOR: pH��' PHONE: OWNERs �APPROVED � �(� CONDITIONALLY APPROVED: (Note Changes Below) b�� COMMENTS: �i� � � �' � � - / � SP appro a3. of N heAlnsp ctor (a73h 357)S Call forD'ninsp ca ions 24 hourspin advance a ve prior NOTICB TO GSNSRAL COATRACTORS: Primary and alternate drainfield sites MIIST be protected �rior to and after system installation to avoid compaction of the natural. soil. „� ��T„Fy� �D�,�c ,,�ng•±• ug rrg±{r-� prru pi-ior to buildina site excavation and fencinq must remain in piace until final site grading. Approval to pour footing� wil� not be granted until the Inspections Department has verified that primary and alternate sites are adequately protected. RO VBHICIILAR TRAFFIC OF AHY 1CIND (Cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. This applies to the lot you are working on and all adjacent Iots. You could be held liable for damaging sites on neighboring lots. VSHICIILAR TRAFFZC CAA CAIISB SOIL COIiPACTIOH, RBHDERING DRAINPIELD SITES UNIISABLS. Evidence of traffic on drainfield sites may be cause for revocation of building permits. Damaged alternate sites must be replaced before a Certificate of Occupancy will. be issued. ��-9� r Date Approved By ty of rono System Design for James Hanson of Lot 10 , Block 1 , Shadowood Farm Orono, Minnesota 5-15-92 Enclosed is system design information for a proposed 4 bedroom house , for James Hanson . All construction and materials must adhere to the provisions of the City of Orono . In addition , two septic tanks of 1000 gallons each and a pumping tank of 1000 gallons are needed for the proposed pressure mound system . � All construction traffic must be kept off both the primary and the alternate septic system areas , and drainage must be diverted around the septic area used . If any other information is needed , please contact me . Sincerely , PERCOR , INC . ��-�-�"��..�,�-�-__„ � Mark S . Gronbergr �� .��9/y1 F1� �/,/i✓.I�air� • � �oT /o, B�oCK / " 1-'f�i�0o�oop F�.IRM ' . � � �` "� �:• ��'' �.,� �� C3 � C� - �ho� _=� � � _;::r°'��: ��''-` '�+I T �'L N REYrEV�I � � b�a" �� F��C-r�>-� _:�'��i.Z��/vs��-_-- --- L C�� i � � \\ � TF , .. ,� -- - PERMf•l" NO. ,,,,r,�,.�� ' /o � � - ' � '� '��Fn `0 1 I I ,� ��r ; . �� - , -� �a��crio�vs as rvorEo �� i � ,� � � ,s- ` .-;�,;�� — � � s ..t, _D COR�-��CT & RESUBP�IIT {1 � � I � \\' 8� .„ �,t� s are for you! in`ormation. AIt �vork shall be on� �1�' -.� 5 �� ,` � �c \ ��' � ._.v�, :e wit" a�i ap,,i1ceGle buiiding & zorfrzg ood re• � ��E � e � �117G5 / � � � / � ��din� �tems not speufiCally noted in n� ; 9��.�► � - - - � � ��d � } �� •�� ) �� i� � � � i'- �� - - , ��'; u+ � '�. i1 I �! � � ..._. \ �••.. 1 ;/��'� I.,�- , �j ' �/ 's� �\ � ` O P : ?> I I�ROv !Fb / \ �� o � 1 � �� '��`f ' _� � T.fN S' _� E�GF oF � � . N � PIKf / � ��o \ ?' Fal° �. 26,,. ` 1�-. I c '° 8 I !' \ r � / �� / � � \ N �1 :...>,��"' .1 � �P�/c� � ' ? i z o � � r `. T \ p �� a' . � �� 0 7.0 � � BEO , � � ( � R2 0,� � �'��'P a� " a.� � - � � � ` � � I ,v� �o,o -2 0 4. e . � (�o o � �t � \ \ /�� \ z��9 ��FJ ��. 1.t w • � 1 '' 1 � � � � - .SQ a V �c��aJ`i�fe, r«��y) - .�w�o3,� b - � 5� � P rf�. cF / ' 2 � � _ l 6�j S-/5-92 �y :• � a� � � . � � . . � 'l �J�C.��O(p9„ • h .ij,A D �' \ .. ,��Zj -'�JD�: � f YJ I PvJJIPi(f ! �Z 'Li�or�. zZ - .,� u.� / � O .�� * io�o N ..'� � p � � I��F~ � ! J�aric fPt�l.«� 1 ' � I I l7 /0 ,/61 }��/ �'`G o�� ( '�� Ho h0 0 � r -- -� < <Y I O � o �se� " � � � � ��4� !;i(��r; E � 3 � � ' f ' �'� fl � � �, � ( � cV �Q.O/� +'Q/p� �Bj, �a N 1 0240-� a �� . I � �.. � / `� � �i '�c� � .... � � � 1 / b ! � ° / � � � �-�--- w� ° 1 ��•8) _.._. / i l � � Z ��o z3.o � � 1 1 I I f � 1 J / �� \ ti i I I�(0�7 y� `(i c ro 8) -' �\ �°� `o° \�e1 I � i � --_. ��1 qo / � � J�. A � °�o,� I \Mo�� `�cpi�J� � %�6.s -y � � I � q � ( i � ,� l`J I i� � �} �J � � a . t / / �.� �' i o ' ;� � a I �I 0 ' Q \ � 4 ,\ 0. q '� . ' r� �0 .�1 SJ U�-�q� � � ��^f o. - - � � - — y � � \ � I • q� �• � a ��°�� '�� Uo 3. � T , , � , � � (,oa3.S> , � , � ,ti , ,W � � � � ' �,�,�.6� ; , i , , � r � f O - D��.+S� �� I � l�__� - i � � � �� / � \ � 9� EQre� v �--�-- a � � �� Qra�„<fcl�ut:/,'ry `t� f - ' " I / � 9 / ` I � �) �T-� 5p s E�rcr��rt � I , �,� �Q � / 1 �- � �—�o �I—I_ 375.00 i , ^ l � �// f �� 1.i - � r � ' � ! - - � -- I � ' � — — �l' I 1 ,`� nl S7°3��5L'•G�7� , '� z�9.25 ' �� m� �l� �y'� 6�¢.Z5' ��o`crc�l E/cv�ficnJ -�"� `/h'y� 6��'"_";J , . -� "1� _ ,,��. Ez . ��y ��T�� . . Ti,�i%� Fs" //�l.v:.S�.v; � �1 �'�.��,�G�,�f � �-�� MOUND D�SIGN PROCEDURE (For Flows up to 1200 gpd) , A. Sewage Flow Rate F. Pressure Distribution System See D-7 or I-3, 4, or 5, or use 1. Select nur.lber oL perforated metered value; Flow Rate = laterals c� �O O sPd 2. Select I�erforation s��acin�; B. Septic Tank Liquid Volume = .3 ft , (see C-3 or C-5) �QDO gallons 3. Select perforated lateral C. Soil Characteristics length; Note if manifold is � at end of rocic layer, lateral 1. Depth to restricting layer length is rock layer len�th such as seasonally saturated less half a perforation soil, bedrocl:, coarse soil, + spacing. If manifold is in etc. ; •..`�inches center of rock layer, lateral 2. Depth of percolation tests; length is one-half rock layer � /$ inches length less half a perforation spacing. Perforated lateral 3. Number of percolation test lengttl = 2.�, � f t. holes; • . ;�.6 holes 4. Divide lateral length by perfor- 4. Ave. percolation rate; ation. spacing to get number of S 9;��_. „�� mpi perforations per lateral � Z� S feet : ,3 feet = ,s� perfs 5. Landslope = �.7 % urF 7% Note: last perforation must be `_ D. Rock Layer Dimensions in end cap, (see pa�;e �-14) l. ttultiply gpd by 0.83 to 5 . Ttultiply perforations per obtain required area of lateral by number oF laterals rock layer; to g,et total numbcr oF perforations; 600 �pd x 0.83 =SOOsq ft � � perfs/lat x � lats = %,r 2. Select width of rock layer - (10 feet or less) _ /D .feet 6. Determine required flow rate by multiplyin� mnnber of „ 3. Len th of rock la er = Area . erforations b flo:� er � g Y P Y P �Y P�R�:' - Width�pOsq ft - �ft ' perforation (see page �-17) = SD ft ' ��perfs x ,7y�pm/perf =jS.S�;i�m E. Rock Volume 7. Select minimum required lateral • diameter from table on Pa�;e L-17; 1. Multiply rack area by zock depth enter table with perforation �- to get cubic feet, of rock; spacing, perforation diameter, s04 sq f t x / f t• =s40cu f t and number of perforations p�r � lateral. Select minimum . 2. Divide cu. ft by 27 cu ft/cu yd diameter for pertorated lateral to get cuk�ic•.,yards; /8 S - //•� " inches �fIE /yz�� 3. Multiply cubic yards by 1.4 to get weight of rock in tons; G. Basal jdidth ��J cu yds x 1.4 = �f, 9 tons 1. Percolation rate in top 12 inches of soil is.'.S 9 mpi 2. Select allowable soil. loadin�; _. rate from tab12 on page �-16; �,/,f�c �_gpd/f t . ' . . .Tir� ,h��,�sa.,� , � 6�'r�,��✓�.�s �,-Zo PfOUND DESIGN PROCEDURE (Continued) (For Flows up to 1200 gpd) � G.3. Calculate basal width ratio H.2.f, riultiply dike multiplier by by dividing rock layer downslope mound height to get loading rate of 1.20 gpd/ft2 downslope dike width; by allowable soil loading ,j.5�6 X.,� 7. =10, 6 ft rate; 1.20 gpdi f t� �O._.5gpd/f t2 = Z, y0 �• Compare the values of step H. 1 , - and step H.2.f. Select the Check this value on page E-16, greater of the two values as 4. Multiply b�sal width ratio by the downslope dike width; rock layer width to get 1Q��,6.:'� feet required basal width; , h. Calculate upslope dike width .,Z� �s�'D x /O f t =2y O f t , , using upslope mound height � and upslope dike multiplier H. Downslope Dike Width fram page �'-18• .3�L1 :c �.o = ' g - f t 1. If landslope is 3% or more, i. Total mound widt�i is the sum subtract rock layer width of upslope dike width plus rock from basal width to obtain layer width plus downslope d��:e minimum do�,mslope dike toe w'idth widtn• y.�� ft - �ft =�y Oft � /n. S/ft�+ /Q ft +��.�ift = L�d.OtC 2. Calculate mound height at edge 3. If landslope is 2.9 percent or of rock layer on. docanslope side; less, basal width includes botti a. Determine depth of clean sand the upslope and downslope dike fill at upslope edge of rock widtlis. layer: /, O feet b. Tfultiply rock layer width by a. Calculate downslope dike width landslope to determine drop using steps H.2.a. throup,h in elevation; H.2.f; feet �O x �% = 100 =�. �ft b. Calculare upslope dike width c. Add drop in elevation to depth usinh upslope mound hei�ht and of clean sand at upslope ed�e dike multiplier from Page �-18; of rock layer �to get depth of a f t = f t clean sand at downslope edge � c. Add downslope dike width to of rock layer. upsZope dike width to rock Q„ 7'ft + /. Oft = �. 7ft layer width to get total mound d. Add depth of clean sand at down- width; slope edge to depth of rock it + ft + ft = ft layer to depth of soil backfill — to get mound height at downslope d• Comoare total mound wicltti to edge of rock layer;' required basal width from step � .�ft +/,- Oft +/,Oft =,3. �ft G.4 . If total mound width is � greater than required basal e. Enter table on page �-13 with width, use calculated dike landslope and downslope dike widths. If required basal ratio. Select dike multiplier widtn is greater than total of .S. S� y;/ ,f�dPC mou.^.d width, increase dowilslone dike width. � ,�/' � ' 7//LJ .�1�1.'�I�oir/ , �� .B�p��oM s r-15 PU?iP SLI,LCTION PI�OCLDURL A. Determine pump capacity: � 1 . Alinimum suggested is 600 gallons per hour (10 �;pm) - to stay ahead of water use rate 2. riaximum suggested for delivery to a drop box of a home system is. 2700 gallons per l�our (45 .�pr.i) to prevent buildup of pressure in drop box 3. Use value from desi�n oF pressure disLribuCion system SELECT�n PiJ�IP CAPACITY . . . . . . . . . . . . . . . . __ 3s'. s �p�n B. Determine head requirements: 1 . Elevation difference between pump .ancl poiiit oF dischar�e � ` feet --�--= 2. If pumping to a pressuresdistribution. system, add 5 feet for pressure required at manifold . . . . . . . . . . -S feet: 3. Friction loss �--- a. Enter friction lo'ss table with gpm and pipe diameter. F.ead friction loss in Leet per 1Q0 feet from page r-18. F. L. = 6. 96 ft/100 ft b. netermine total pipe length From pu�nP to discharge point. Ac?d 25 percent to pipe leiz�tll for fitting 1oss, or use a fitting loss chart. Equivalent pipe � length = 1., 25 rimes pipe len�th = 1.25 x 'Sp : _ �1,S feet c. Calculate total fricrion loss by uiulti.plying fr. icCi.on loss i.n Et/:L00 (t hy equi.v:alent pii>e l�n�th . � � , �2. S = _y. � _ fcet 'fotal frictio�� loss = 6• ��ia �; � u . Total head requir.ed is the sum of elevation di.t-ference, special head requiremenLs, ancl total fric�ioil loss. y� + 5 -f- - �y- `/_ 'iOTAL ��rnn . . . . . . . . . . . . . . . . . . . . . . /� Y� t��t C. Pump selection l . A pump must be selected Eo deliver at least .�5, S gpm with at lcast ��, �/ feet of total heac.l . D. To maximize p�mp liEe select sump sizc Por 4 Lo 5 pump operarions per day. I?. Cn1cu.late <irainUack 1 . Determine total ��i.pe ].en�;l'h, .$�O, Peet . 2 . Determine •liquid volume oP pipe, _1Q� S� f;allons per 100 feet. (Sc� �age L-1S) 3 . riultiply lengtti by volumc: Drainb<�cic quanti�y = SO feet x /U. Sb' �allons/100 fC = .J�. 3 f.allons 4 . Suggested drainbacic quai�tity is 10 percenC of pumped quantity. A larger drainback percenCa�e coill decrease pump staLion efficiency• sli�htly Uut pumpin� enerQy cos�s are usually a relatively Small part of the total householcl ener�y costs. . C < < � Redwood,cedar or Water tight 8 lockabla electric box treated post (4x4 min) � Plugs or electric connections 2" PVC conduit schedulo 80 All electric connections P�lanhole cover chainod & locked made insice box Sealed manhole rings � Loop of power cord 6" space for stettlement Finai grade Union At least 12" Frostproofing the discharge pipe below grade Wire from power Place a rock envelope around discharge pipo. supply Rock should be 3/4 to 2 1/2 inches in �� Pipe is laid on a uniform slopo diameter, with no sand. Cover with a 2 i . inch thick sheet of expanded polystyreno. Piastic rope or chain with � irom pump station up to soil �n/herever possible maintain a grass cover anchor "— � treatment area for proper � drainback over top of trench and aliow snow to Sealod tank cover remain in place. When snow cover is Alarm iloat on soparate If pipe at tank must be lowor light, place a 6 inch hay or s?raw layer electrical circuit than union to get elevation for on ground above pipe. drainback, a 1/4 inch weep hola must be used Slart level4_ ------- ---H-�— --- — --- Weephole _ , ` Notes: Electrical wira from powor supply must not run over any tanks but Shut^o((_lovol pr__ __ ___ must bo laid bosido othor tanks and must be placod in conduit along post Pump control fioat Electrical cords trom pump and Backfill O O O floats must be run through conduit. Wires cannot have ground � contact. Expanded polystyrene Pumping rate should not exceed drop box outflow capacity or 45 gallons per minute 6" 6 6` (2700 gailons per hour). Pump dischargo head must be adequate to overcome elevation difference between tho Discharge pipe 6� � pump and distribution box plus friction loss in discharge pipe. Rock 3/4" - 2 1/2" dia. -7 ,.-. : , . -- �_�� Locat{on or Project �l) LL �,� ��r� ` �'� —' �L� � Borings made by ��/fl [J'�1��l� ��'lr Date --�- n Classi`_icat{on SysCem: A.4SH0 ; USDA-SCS X ; Unified ; other Auger used (chec'.: two) : Hand �, or Power ; Flight , or Lucket �: other Depth, Boring number � Depth, Borin� numher '-n Surface elevation in Surface elevation teet feet • 0 � • . �Lh � )< C. o �� 3L�� 5�� 1 — GR�y �c��k �'A��11y ��r� 1 — G-Rty s�Nr�y �. � ��; „ r1�o l.o�r� �d�0 - • � ,, ��ksd��y �o�� 2 — � �� -,��y Lo1��;;, s��.�%�- z — � h �o L,vr. M� ��'�J � /yorfL 1� D�.� YL L�� M o T7'L C� QL�.vc:I�R cLn� = . �o �.� 3 _ c La�� L.o QNt �� c o��:= 3 — . S��,U 4 — 4 — - 5 — . � 5 • . 6 _ . �. � 6 — 7 -- 7 —J . • . ; 8 — $ ' � i� • I) . End of boring at ? -��, End of boring at � `'�t.'�'�`• Stand�ng Water table' . Standin� water table: ' // Fr-esent at feeC of depth, Present at . �� a.at oi depth, hours after boring. hours after horin�. Kot pr in boring hole �_• ' HoC presenr in boring nole *iottled soi?: �j TSotCled soil: ' '�1 ' � Observed at � �� of depth. Obsezved �t �_ �e�et of depth. �T 21ot present in boring hole 2lot prese:t in borin�: hole —_ Obscsrvations and counnents' Observations and comments: . � , ' � -- 3-27� , Location or Pro j ect !—// � L L�/� l d%J — G-l' � — / � �Z� � Borings made by �� V /)"'/P l�A�rT1�'�rG-- Date ,{�=/ " � l� C1a9si=ication SysCem: AASHO ; USDA-SCS ,� ; Unified ; other Auger used (cneck ttao) : Hand �, or Power ; Flight , or Lucket ): : other �� Depth, Boring trumber Depth, Boring numbcr 1n Sur�ace elevation in Surface elevation feec , feet • p , 0 . , �L�ci� �. oN �-t ' 1 - �-��y �L��,� �� 1 - � 2 — �=;�t,r G R�� L o a��-1 y,`.�N 2 — . , � /`�J��D OL/L G d��-�-,��y 3 _ C Ll��' , 3 — . . � —. . ' 4 — 5 — . 5 — . � 6 _ � 6 — ' � _ 7 — 8 — 8 • . �� , . End oi boring at ? v reeC. End of bor�r.� at feet. Standing water table: . Standin� water table: � �� Present at feeC of depth, �-esent at � -�e� of depth, hours after boring. hours after borin�. rot present in boring hole ' Not present in boring hole *:ot�led soil: rioCtled soil: ' ' ' /� • Observed aC � €� or depth. Observed at feet of depth. • Hot present in boring hole Not prese^t in boriar hoI.e Obs�rvations and comments' Observations and comm:nts: - � ' • • .. . � . . LO^S Or SO�� Or'_;1rS - - — �_�7 Locac{on o: Pro,jec� _ FULC F/rT�n/ Pir��ERriF� �f//,/�l'�%c.o�L� l=.fn'��i ) 3orzngs r..ade by �-IA.(,�, lJon� G'.?ri,v�'�.?� TJatc ,�-I�-�O Cl�ssir{cation SysCe�: MS!i0 ; USD�1-SCS � ; UniF{ed ; otller :.u�er used (cnec� ttao) : liar.d �, or Poc.�e�- ; i1i�;ht , or I3uc?ce� x; otiler L o T /4, /�'�o�K / Depth, Borin�; nu:r.be: �� DepC:i, Borin� nu^her �' —� in . { Suriace elev2tion '� Surf�c� e�CJc1t?on feet • , feet . 0 Q ' . OL�t,+� C 9�d M CfL.��K LG.ir� � 1 — , i _ ,�L�C,� CG.!Y C.D,�1+� • � .'�k:"i��/G'G.�� CLI y C 0,(yY� 2 — . 2 _. �/1G:,c.✓ CL� Y LG��t G�r,�r �Rlil✓r✓ CL.I Y L�d j%� 3 — • 3 — � . . 4 — . 4 — 5 — • ' � — ` � _ u — - . 7 � � 7 — , 8 — B — End oi borin� at ,� O feeC. L'nd of borin�; at � D feet. Stand�ng uater table: . Standin� water t��:o1e: •P:esent zt fect of depth, Present �t feet of depth , hours after borin�. hours aiter borin�;. Kot present in borin� hole ' Noc: present in borin� .ho1e *loCtled soil: ?•foCtled soii: • ' � Obscrved �t � -S fcet of depth. Ob�crved ae Z. � •Fcet of depch. 4:oC present in boring hole . I�ot prc�cnt in borin�; hoZc Obsarvacions znd co�^1nenCs: DUscrvat_ons and� co�rmcr.c�: .� PERCOLATIO?1 '�I:S'i Dn'i:1 SIIEI:'1 '7+ ��k � Test hole location��/GlF �D�,�— �, d l 1/�} liolc nucr.�cr_�_ �- Date test hole vas prepa:ed� —�l� /) , Dept(i oi hole bottom,_�� '_,....._. . --a.---- Di�meCer ot liole, �_ inches. Soil data froa test liolc: • Deptti, inc!ies Soil cexture � o —� y � l�c L. r� A�y ,�1 --/_S �roP ��/ , �stc� �'��L �.i � b��y `fc�!:od oP scracchin; .s'dc�.✓a11 __�� f C /��;� --------�--- Depch oi pea-sized ��-avel in bottom oL hole , inches . Date and hour ot" initial watc: filliii� �f — �� L�/ 3-�� /l �_ _... i. Depth of initial water Filling, �y�� ;nches above hole }�OL"L'O:a. �teCnod used to �aintain aG least 12 inches o[ �.ater depch in hole _�or at '_��_.s� 4 nours /��/ �L ��. ` �� /i/ G-f� ��i��'/7G.. Pe'_'CO�acion test read�nes made by on y��D SCu1":::ill-�' d� /l. �2 �. ,1 . t•fa:tir.:�cn '.:��:CL' GCI)C11 �UOVC Il'J�C_ U�)[ � ,7. 1. (dace) /3 .__. �. du�fng test, � � inches. ' Tr-- ; Tine F'ercolation T=�e Interval, rieasurement, Urop in watcr rate, i:e�7arl<s rfinutes incfies 1eve1, :zcties � minutes per inch . . 3 --- � � I � - S o I � � �� — 2 3 - � � , , == � j � -�-- i � � � � Z ' S � �J ^ „ , � � � 2 d .S7 _ _ s- I --�- � , � � , g � 3 �� S I . � -��-�- . � uiinuCe� per incll. Percolation ratc n �_ � � ��—3�� PERCOLATIOPI TEST Dr\';e1 S1I��T . �LK / - � Test hole location�(JL _E��Of� "' L. J�� lIole nuL^.oer 2 _ � . Dace test hole was prepared S�/-qd , DepCll or liole boCColt1,�L� :^c::e:.� . Di��e�er of hole, �_ inches. ` Soi'_ data fro� test holc: � Depth, inches , Soi1 texture � o --, _� � L A� � o,� :�etrod or scratcl,i:l� .side�aall . � l L �/e _..__.___. . _. Dep�h o: pea-sized �ravel in boCtom oc ho1e , 2 inclles . r D2�e and hour oL initi�l �aater fillin� s'-' � — Q �/��• � � -y..-- _ Depc'tl ot initial water filling, � Z iilckies above tiole bocco:�i. ;fetnod used to esir.tai:i aC 1e�st 12 inches oL- :�ater depCil �n holc io: �� _.--•� 4 hours ��'�/ �� - -- ?ercol3t�on tesc readings made by �/�/11 /�"/��/� 1`/Plr- `'�� / / �!o - .�, -S= 2 -9� starcia� at . t•(a:<ir.:u:� �:�rcr deptll ubovc '.::�'.• i, _ L)_L:1. (dace) 3 . �. du_:ng test , inches. 1 Ti�e Percolation ; . . T��e Lnterval, rteasure��enc, Urop in waccr ratc, • I:��_:ar::s riznutes inches 1eve1, inches m:nutes per incn 0 � - �z � LL o I G` � �� / i � Q l ♦ 1 � 7 � g ► I � � ` � f � �� ,� 1- ! 1 � _ ► � „ d � � � � � `%� '� �" 7Q � ' � ,, o � �� _.----- .� -_.� �' '� minute� per iilch. percolation rate = • • . . ...� � ..-�`� PERCOLATION TL'ST DAT:1 SiIr�T_ �� r Test hole location��/ �L��(�d/L" L, C�� / d I?o�e t:u��:ber _�_ �.- Dace tesc hale wa� prepared . +� �"'�(�_, Dep�ll of liole bottor.i, /L,/ i:�:c::e:: . Dia�e�er or ho1e, _� inclles. �T Soi1 data iro� test ho1c: � Deptti, inciies � So�1 texture � 0 -12 � L o , 2 —� �/ G�� ,f�1��,� b � �-J _ `icthod oE scratctli:i� .sidc�,�all C G �` _ _.____... ___ _ • De?-�k: o� pea-sized �ravel in bo�tom oL liolc , _� inciles . � Da�e and 'no�r oi in�tial ��ater fillin� �'—�—�� , it � De?cti or initial watcr Li11in�;, l Z iiictics abovc liole boc�o:�:. ;��C!:OC L'SCQ CO �..3{I1C.i111 aG �C::SC l� 111CI1CS OL ��:CCr C1C?C�l 1i1 tlO1C L�OL' �iL �u:...L- 4 tiours �L� �) L L --- , �, , perco�1�C10t: CeSt reaciings made by fJItJ ' rn�l��/�J��i'� , . S-/" 9 0 / ,;., �� . _ _ . - scarcin,n, at �/ � ��-� i•ta: :r.:u:n �.:��cr d�_��t!i ��i.�ovc -/-,1��.m. (dace) 3 �. eu__r.g tesc , i::c!Zes . � , Tine Pe:colation T��n Interval, tleasure�^.ent,. Urop in water ratc, � I:ei:iar!cs rt�r.utes incties � level, inc:ies �inutes per inch L � ` � -- I O � o S� � � j � , f — �, � � � S /G � — �� I ' ' , > > . � p �� 7 1- „ �6 i . � i J ��/ � 7A 1 ' S� � � � � , � ,; � 71 1.-- � i ,�' '7 � minutc� per inch. Percolation ratc � � . � � . � = � 7 � ;, PERCOL�1TIOtT TEST DA'�':1 SIIL'ET B�K � Test hole location f/I�LE/I�IJ/t� — �.d�'� !� 1!o1c nu:::ber�_. �- Dace test hole was prepared _ � 1 - y o , DepCli oE liole botto�i,�_` : .. Dia=ecer ot" liole, _� inc!ies. Soil data fro� test tio�c: � Depth, inches ' Soi1 texture � —l 2 �/�c � of�1'� --- / Z —/�/ � o � <<e�hod of scratchin� sidcaall __S�/�1� 1 C /'j�/� ___ � De?�h o= pea-sized �rzvel �n bocton oc liole , 2 LI1C11CS. D�ce znd hour oi initial ��accr Fi11in� ,S'— /— �/� L�� _. Depch o: initial Water iillin�, J � i::etles above tiole bocto:�_. �fetnoe used to e�i:�tai:: aC 1C�sC �� 1I7CI1CS oi w�ter dentii �n hole !=or �_ �c..s� 4 liours �L � � ,` ------ ?ercolaCion test read�nes made by `� /t/ o:: S'— ,Z—qD star::_^� at �1 =�lG •`:.`� . t�t�x�:::��s water ucpth �::,ove i:o�� i.�:;� (date) `�� , during test , � inches. � ) r. Ti�� I'ercolstioii T?^e IRCCL'Vc1�, rleasurec:ent� ul"O(� 1I1 W<itCr ratc� i:�C1Q:�:C.`i rtinutes inches level, inc!ies c�inutes per inciz . O �- = I y � � �� -��% 2o D � ' ( I �2 , I � � i t : � , 3 � S' —�-- � , � �7 i � � i � — / � 3 I s/�� ' ' ----- , - � / s'� � � � / y ��i� �' --- S�/ I �-� c� / „^ � 1-- ' '-- .. .. � � ` � � �i� `7 �� -� - -`_.. I . � —•-_.-.. � --.'-- I / uiinute� per inc?1. Percolatian ratc n r^ � " _ � 8-39 nERCOLATIOit 'rL'ST DAT:� SEI�ET � Bl� I ?est �:v1e location f��. ��z? �1�f `-r � f�/ ^f�-- IIo1e nu�aber �� , --- Da�e tesc hole was prepared��'= � � 90 , DepCfi or llole bottor.i,� L::c::e�: . Diac:eter oE' liole, �_ iiiclies. � Soi1 data fron test ho1c: � Depth, inches ' Soz? texture � �Z ��. �C k L D�3M _. . � J Z -- /�l /I c L, o /'� . •rc�hou oP scr�cchi::� sicc�.�a1i �' �,�i'r% •' C it `�,+� - - . - - - � �- ----- . . Depch o� oea-sized g_•;vel in bo�eor.i oL i�o1c, 2 11C:1L'S . i �y _ 1 �q ^�e ac:d hour oi iairiul �::a�cr ,�i11;,iL ,S ,�i�0 L� �`� j, � I r-� -- ` Depttl or inici�l c:ater Fi11in�;, �2 i�iclies sbove fiole t�oe�oai. ?:e��oc used to �s�ntai:l aG �e�st 1Z 'I1Ct1CS oi wa�er deptfi in hole for ac ?c•�:s� 4 llours /'L L '-' P2rco��t=on test readings made by D �/U ,� �. o:� � 7L s.m. s-2-- L SCu?"�_n� at f� � . F(axir.�u�s caater depth above i:o�e uoc_ -* • ,�.:a. (dace) �/ �. dur�^g tes t, / �ncizes. ; Ti�e Percola�ior T'_=L' ITICCLVc?l� rieasure:aeC1C, llrop 111 W<7CCr racc� 1�•�;.^.Z:".'C:; t•finutes inclles leve�, i^c:;es e�inutes per inch . �� L.---- � � � f��; c �. Z �o�� - 1 L �� 3 � � � � — � � / � �---�— � � �/ .S � �-5 � I 7 � � 3 � , � /Os� i i G ' � Za /l ' � �l .� I zl I i - . ---...- Percolation ratc � _ �31 minuCe� per ii1c11. � � �; -,�, �J i ?'�??COL.^.�'IO?; '�rS' �'�'`' SE?T' __'_ _'_-_-___"��`` I :CSC ::O�n �OC�C{O.^. �:' � � ! l . � L / / '- .// %�if0�'_ l:l::::J�:t---/-�._- - ��' ! ; Dace test nole wa:; prc?ared 1 — � — � (i Ue�;t!i oi liole l�ottc:::, - _ _... .._. . Dia_e�er o� Ilo1e, �_ incllcs. So�l data iro� test iiolc: Depth, incizes � Soil texture . � ' � O - � 2 I�L � � ��x'� ------� - �� T �-,� � L � �`'' �. � ;� ,:�f' ---- - , ------- - _ <<c�^oc o= sc�acch�n� s�dc�:�ai1 SC��' �i � l /' ��J � -�-- ---._ _ . . r �C�..., o= pe�-s�zed �'::iVC� 1I1 liOC�O::. O'_ I10��_ , �__ 1:!C:!i'_:: . Date ar.d 'nour oi ini�i�l watcr �; 11;ns,, �-� - ? � � _,�:�' i� !_. Dev�h o_' �r� t�a1 c:�CC= Ll��in�;, �f 7 �::ciies abovc tiole bo��o��. � ._ � ".•_c^oc used to �a�nCa_n aG 1easC 12 �nches o:' ca�ter depth �z hole Lo�- uL 1��:..._ i / 4 i:ours � � �1 L � ----- � ?C':::0!,_'r�0:. i�$C '_'C'�C1'l:;$ l.^.�1C�C'_ t))/ ��'`'�r__'�....�. _ :ti �� _'__— '____.'_ __ J—Z — r'J /� s�a�-__:� ��c _ N"�� -�-'-� ......_,.:�.::�� ..�c:c� �:�.��i� �..,.; ., (c�ce) z/r� , ..... \�. C'._.__".5 C�'SC � / �=r -..C�'.C°S. — �------- --- ------- .. . _. , T�_e !'ercolscioit T=_� Interval, rtcasure:.^enc,`; Uron i.^. �.��tcr r��c, �;��.�:� : t•(�nutes incile� 1eve1, :acile� �:iiuute� per `�' incii � � � o i a{ ( I �=. .. I �� I (. � ---- . / l yF1 I i h � , D� � 1 /�.J9 I �� ,.,F_,r;;... `, 1 2.3 U i l Ci /! !'j�1 i �� — J L ;; J I ��L.__i �.Y �? c. �' i / 1 M�� n, I 3 �l ! (—. �-- � - --.. 1 z s� i I 7 I I , � � .--- ._ � o� i �o �`t �W i _�Z.�/., _�l J1Ui--='_31`�------- -------- -- � ✓_�_..... —I j. o + T� �� Sl`'I `=��` -- �--- 1�-----'.._'. � -�! I� � ,�� 'I_ - ' � �_� ��-I---�--- . -� � i-;�� r�� .�4� _;� �� ; � i__ - � � �3 D j- a � '- L. � � �i� i— �/ '�—' ------�--.. _ . � I —...__. � � _ _. � -i �__ . - � � -�i----:_ - - - � �/� ��:ir.uCc� per iitc!i. pc-colaCion r3tc � � ✓ DA E TIME CITY OF ORONO CALLED IN %�` � -'� � INSPECTION N ICE SCHEDULED ��'� �� P�RMIT NO. �� COMPLETED � � � �,, ADDRESS �� C��'"� OWNER 1�j� �r"� CONTR. TELEPHONE NO. � � DESCRIPTION at � �� 01 FOOTING 11 HANIC LRI 16WELLTESTPUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADING/FILLING y 031NSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS 0 Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS J 07 DEMO—FINAL 27 21 COMPLAINT = 09 PLUMBING RI 15 SEPTIC . 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC AL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � i `-v 5 � � o � � L;� x 7�' �'�� - v��. �'✓ �i 0 � w � Q � z W � W � � d W� WORK SATISFACTORY:PROCEED CI PROJECT COMPLETE W ❑ CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. — pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ' CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor n ' Inspector. � ' —� White Copyllnspector's File Canary CopylSite Notice ✓ DATE TIME CITY OF ORONO CALLED IN +', r� �� INSPECTION NOTICE SCHEDUIED "� �-� � I P�RMIT NO. �'�� COMPLETED �� '7 �`:�-- ADDRESS ��l�� i OWNER 1 ` CONTR. �° TELEPHONE NO. � DESCRIPTION ��K='� � 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS O Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS J 07 DEMO—FINAL 27 T. 21 COMPLAINT ? 09 PLUMBING RI 15 SEPTIC INSTAL� 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC FIN L � OWNERICONTRACTOR TO MEET YOU: ES_NO � COMMENTS: a f/.l�(J''��/��-{' � ��h/�G'�� O � � ��l O � W � Q � Z W � W � � d W ORK SATISFACTORY:PROCEED C-' PROJECT COMPLETE ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY � C] CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ,-- pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnedContrac " r Inspector. � � l �� White Copyllnspector's File Canary CopylSite Notice � qATE r �T ME CITY OF ORONO CALLED IN =�1�� ,c� �� INSPECTION NOTICE SCHEDULED I�l o�� PERMIT NO. y7(� COMPLETED ADDRESS / � 'X � � u�C' OWNER CONTR.��'� � TELEPHONE NO. _ � DESCRIPTION OiK � l� 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP � 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS � 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Z Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS J 07 DEMO—FINAL 27 SEP C MAINT. 21 COMPLAINT = 09 PLUMBING RI 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC FINAL Q OWNER/CONTRACTOR TO MEET YOU: ES_NO Z � COMMENTS: W � � � - � l(` .��?•� �<.'C� �i'!_ � J �O .�'_ , � r�'t�� r;�,��(. O � W � Q � Z W � W � � d �WORKSATISFACTORY:PROCEED C PROJECTCOMPLETE ��i CORRECT WORK R PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O Ll CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ' CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73 'rJ7 OwnerlContractor qn stte: -�- � _; inspector.�(�•_� �.:' �%�"�. / White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN �� INSPECTION NOT CE SCHEDULED " ' PERMIT NO. � COMPLETED �� --, .. r-- ADDRESS ,/ � OWNER / `' CONTR.�.J,�''�r':% f�i�I /.r�, TELEPHONE NO. � DESCRIPTION lL 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP � 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING Q � 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS � 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Z Q 05 FINAL 13 METER SET(TURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS J 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT Q W 09 PLUMBING Rf 15 SEPT LL. 22 FOLLOW-UP = 10 PLUMBING FINAL SEPTIC L J Q OWNERICONTRACTOR TO MEET _NO Z � COMMENTS: � w -- � j � � O � �� , l� , ,r,... � d -✓,f' 4, - � � Q � — f � � � z � — �7 � � W � � � ,J d C WORKSATISFACTORY:PROCEED 7PROJECTCOMPLETE W � �, CORRECT WORK&PROCEED �%, ISSUE CERTIFICATE OF OCCUPANCY W O G CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. �, pHOTOTAKEN INSPECTOR WILL RETURN � CITATION ISSUED ❑STOP ORDER POSTED.CA�L INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractorpn 'te• _ Inspector. .�d �l'� White Copyllnspector's File Canary CopylSite Notice �. ,� PATE TIME CITY OF ORONO CALLED IN �J %'� INSPECTION NOT CE SCHEDULED �i s %= ��` J P�RMIT NO. connP�ET h �� ADDRESS � �/ �� OWNER ��i�z�e�-�% CONTR ' TELEPHONE NO. '7��11�' .�C�C� � DESCRIPTION��r'�� 01 FOOTING ECHANICAL RI 16 WELLTEST PUMP Q 02 FRAMING Ti�G1ECHANICAL FINAL 18 EXCAV/GRADING/FILLING � 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS Q Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION h 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT Q T 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC FINAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: �/"iTi�e��.��f'`"_ o �UC��z� � � , � , , � J O � � O � W � Q � Z W � W � � d W WORKSATISFACTORY:PROCEED i, PROJECTCOMPLETE � C CORRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W � C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. – pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ' CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance.473-73�J7 Owner/Contr or a'n site: Inspector. U White Copyllnspect r's File Canary CopylSite Notice