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Home My WebLink About1996-007922 - new septic system _ � . PERMIT �'t C"fTY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 :w;E:�:3�� °� ��T�� Crystal Bay, Minnesota 55323 Permit Number: i�t��:_,�:`'i (612)473-7357 Date Issued: `_ �., :�;;_- _ �._ �ir" "-��= SITE ADDRESS: :;i 3�,(i �_;��i1�1�Fi`=��T LA .i� �'. I . P�I. = i;d-1 �7—��:'=,—;�;�—i�t:�:�� DESCRIPTION: `=��wrt' �� 1�t•Fet' F'�t~ti�it. "("yF��' h,lF4J '�:�F'TI�� ;�''-;�E '��w�r °: _,��-�t•��• �;�r�:: TyP� �i�'=�it�E�l�:� REMARKS: FEE SUMMARY: �� F�� i t it:�. C�t�� _;e.arcrfa�,��Y ---_—_ —_�—�;ta Ts��•�1 Ft�t_+ �'t�t Jl} .:�ti_1 CONTRACTOR: — �iF�F�1 ��;�jt. — OWNER: : F'AT'td��1�E E,R��TNEFi'=; �d��:_;i�;°�:�� Fi��EE��=iT C.:f�;�I�� H��t�:.'=. z:=::�i�c_= �z��'�"fH �VE �€ :=:i��.i� :_,i_�k�iEh'=:E T l..�t �.`.ilt��.��°_� �'�� i!�i==�4 ��I�'i�� '�� .�j:_��#�� i.F��..t'.) L�.'�;'::—�:��'i:�� S�.7t:}—F.F.:�:'� T6-k1� t_l�L��'_�I ts±��C� ��:?��Y (,'I�c:�t 3�:,;�'°_; ��'��°_�:�;f�!i�� T#_� t f�'r:.;� i:-��_ {�:�Lj� I i•,�=';,°�w;i��t•��#��'°�; _ _ ._..._. �-�. . i' k; • �1", � : � , . ;.. " :�i ' �..'_t�'��` ' • T' f•.' "S V •�.��;t•�i T��7 ?-'�fk�+ r-i;�F.�w.t� �It� __71_! F-it._� �F...��"��'�-. �.�ti `,'��.i{.:! �.f.r� ie �...±�-il��it•�. �:f d. � }� !--i�...l_ t.,�, � . i,,,[�' � ��{�1��}I��a ;��I{�1r�3�C:�'=� �t�u :=��A i� ��iF t•1�t�!fiv'�'��i�=r;� �.��_:I�G�Z�s{�;� ��ii:��= �i�c��+_!i.i;�i°ii��+��``��. � APPLICANTiPERMITEE SIGNATURE ISSUED BY:SIGNATURE �� ,�:� � � CITY OF ORONO SEPTIC SYSTEM PERNIIT APPLICATION Box 66 (2750 Kelley Parkway) � �9g6 Crystal say, MN s5323 NI AY JOB SITE ADDRFSS: _� C� (U ��.:...�,,,�-,2 �<_-j � ,�. Occupancy Type: Residential j( Commercial Other Permit Type: New or Replacement 5ystem, $100.00 �-� Repair Existing System, $ 50.00 _ 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: ' '� �� Phone Number• � � �� .�L,'�- �7�, y �� >1 Mailing Address: z Z� 7S �-�(��-Tr- ��> City: �1 � T ,s� 7ip �-_;;/ \4 / � � 7 �F,'r.G C.L •'�� _J Contractor's Name: ,:�.-ti;,.a��- �;�s PhoneNumber: �o Z� ��-7_;,_� .n Mailing Address: �' ��?c,: � c�f � ��__--.''�, City: �4>��5 Tp: �5; 7y 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 iri person at the City Offices and work must not begin unless the permit card is on the joY� 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 �nal 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 uutial 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 ollowing: � A. Tanks: recast Concrete Other Manufacturer E��.L S Tank Capacities: 1) r 2;�_' gal• 2) l��-,:-� gal. 3) ��: gal. B. Pump Station (if required) Pump make & model �'iI �s_ r �G' (attach pump curve & l�terat�re); system design req ires C .� gpm at 1:�_ feet of head. High water alarm make & model /�,�.-4!;'�F; `�_ : ; -� %'_ � Outside electrical work to be completed by installer ✓electrician other . Inside electrical work must be completed by electrician. C. Treatment System: / Trenches: s.f. i;/ Mound �� X Depth of rock below pipe Rock bed dimensions / ' 6� ' Drop Boxes Sand bed dimensions �='x �v' Distribution Box Pressure Dist. Pipe Diam. ( ' z " Maniford Pipe Diam. Z' " D. Final Cover/Topsoil to be: '� bonowed from site (show location on site plan) trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complet�, tiue und LorrPcr, _ SignatureofApplicant: �2�� /� —_ - Date: S � �/� �"- ,�- C' MPCA Certification No.: �'� ' S ��lk �S Staff Review: Approv � Denial Reviewer: ` �` " Date: �'�� /� Reason for Denial• , � ME40 Series � 4/i4 HP Effluent and Drain Water �urnps :; Per#ormanc� Currre , � MOOEL ME4� EFFLUEM PUNP GAPACITY I.ITERS PER MINUTE 0 50 f00 15�J 200 `50 300 350 �o ' �l��'T-1�� 12 � �� 3� --- ---- -- .--- _._ �_ .___ f In N - � � 3° . .__._ -- — _ -- - � . , H , z -�� ---- ---�-- -- ---- � � C_-J _ '__ _�._. ___� _.. __. � _. Z O '" � ?�, ___ _�_ .____ _.___ _w _ ___ -.-- � � � � � - ---. .- -- _ w_._ _ _ _ __� � C) }— 4 � ;< _ � � � �. '�: , . .__ —— — -, �a � �� ----�--�------ --- .----- --�-- _ _-- .-- -- `- � ; � � �; _� _.___.__J..._._._ ._��.._.__... ' U ; �.� ��i� 30 40 `�O 5Q -Ji; 80 �3;7 ; c�O { CAPAC I TY t3AL[_ONS PEP M I NlJ7E 3 •� �:y'. FJ + k� F.E Myers, A Pentai� Cr�m�,any � 110Y Mti•c,y Pa Kway. Ash�a�d �Jh�o 4a805-1923 'a 479 <^Ap , ,. tAr 4'9 ,R., ,:�5�, iNYer 99 ?4d3 Pru�ted+n U S A � �, , ' � '�'�� CITY OF ORONO � � ,�e��J �� T+�7�T(''� C CTT,�l� Ai77� �T A T �I�P,�y �� ;,� S� ny � SL'1 lil. J��71L'lY'� Li11R�Yt�L o � t i F . ,, y,� �A � � ,x t� �� Y��d '�ITY of ORO�TO Si`\i� . ��.; ,a�� }� �l � a. \�' F�' ��i �:. t.�-��tC, '�- �:, � (pt 1 �.,�� .,r; ,.. " .' n��;��oRk� � `��ti.�`Fdlr� ti. Fost O(fke Box 66 '� ��,�� y(4��,{�. G Cr}'stal ITay,lllinnesola 55323-Q06G �9 L�i`.f�I�`g,-� kESI3� LOCATION: 3010 Somerset Ln. OWNER: GENERIIL CONTRACTOR: S�PTIC CONTRACI'OR: SITE EV�I.LUATOR: S-P Testing �pORT DATE: May 23, 1994 �I�I1C Clfy OEOIOIIO 111S Approved your o�i-site system design as of November 13, 199 5 (approved-disapproved) (date) �vitl� tlie following CO[111I1CI1lS: TIIIS IS NOT A PLRMIT. This is a dcsign approval form wliicl� must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installltion. A list of currently licensed septic contractors is cnclosed. NOTIC� TO INSTALLERS: Any changes [o tt�e approved plans and specs must have prior approval of tlie Inspector (473-7357). Call �or inspections 24 hours in advance. ALL DP.AINrIELD AREAS MUST IIE FLNCED OrF prior to building site excavation and fencing must remain in place uiitil fic�al site grading. Approval to pour fooeings will not be granted until tlie Ins�ections Department lias verified that primary and alcernate sites are adequaeely protected. NO VEIIICULAR TItAFFIC OF ANY KIND (cars, trucks, eartti moviilg equipment, etc.) is allowed within 20' of[ested arainfield sites either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely completioa and or liuliting the long terni use of the property. A site copy will be available a[ the City Offices for the septic contractor. CITY OF ORONO � By Step ien eckman, On-site Systems Mauager � TELLI'I IONC—473-7357 • FAJ�C-473-0510 S'�• fiESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 May 23 , 1994 Robert. Craig Homes Lot 1, B l�ock 3 Old Crystal Bay Rd. 2nd Add. Orono, Henn. Co. , MN This On-Site Sewage Treatment System is Designed for a Type l, five bedroom home Desigr.ed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are SCS soils mapped - LrB - Lester loam bordered by - Co - Cordova silty clay loam. A seasonally high water table was locatEd at 14" to 20" , (mottled soil) . Due to � the seasonally high w�ater table, a Pressurized Mound System will need to be installed. The bottom of the rock bed must be located at least 3 ' above the seasonally high water table. The soils at a depth of 12" have a percolation rate averaging 11.0 min/inch. A pumping chamber will need to be installed to lift the effluent to the treatment area. The manifold and au�ply 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 with a light and sound device, this is in case of a pump failure. (mercury floats are a good method) . All neighboring wells are located greater than 100 ' away from the proposed treatment area. CONT.' D . . . , � � �. � � Lot 15 , Blk. l Coffin site (2) Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than gray water, (laundry, showers, etc. ) human waste � toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended. Smaller amounts of laundry soaps , dish soaps, cleaning agents, etc. are better for the system. Antibacterial soaps & chlorine agents may kill the bacteria needed to treat septic effluent properly. Additives are not recommended, they may cause harmful damage to your system. Recommend to pump & clean your tanks by a certified pumper every year if you have 1 tank & every 2 years if you have 2 tanks to insure proper maintenance. . teven B.� Schi SBS/ds - ------- -- — ----- ---- -- ---- .\� __ __�� ^� ��e aL� ��av� �a,��,�,�r; o��_ U -�'' a 5�;= �� -�i� �o eo s�o -��-<w�.�v-�-� �-�� Q�G'Ft��- � Y�-�`�� GO�-��'C�s�.l C��1 l��-1 � t i� � �' �� ,.�� rt iAFt�i N � � � �� . .� �- — - ��.r� �!l�F��TOR � ` �es _ PERMIT, N�. ..�.,,.,�--- ,� � Pa�`+3t'�i�4'�i� �i� y `;�`i�� " � � OTE� � �" r.,��;,�n�ED WiTH Ct��;i��7�QN3 AS N '� � � '� �fi�OVED -- CO�r ECT & RESUBtv"�r _ �_, ,� ,�,,.; :>s are for Xour irzformeti�n. Afl wOMc ahall r�.c 3��,• � � . , �,i -- 3C :'!^ -:�e wiLh adi•s�pi�5�l8 C�.t�d4St� &tA�M�6 s�l'� ` � � �, v� _ ��k :,. t 4�'uding itartls nvt s�ee2ti�a!!y noted In tttts eev�+- � �� W��-��p. �� .��';° :�' � ^�<.�`;r�1 a�:.-a to� $��'� �T fil:L Td1tEI�.,:� �'*" � . -��P� s.. r'3�-_ -� � " � � . \, ��L�V/�1015 `..s�� 'g�{ , y �o -f-�� o��►� (' ' �� LA�v ��..�J�Xo�e-� _ �`�AYP7-u zo� \ '' }.}�US �o � 4oS�'p � _ �� Y g-O'A�O. � Perco�o'ion Tes!s Scale: 1. _�00 }, � I e 1 XSoil Sori:�s M1 � \J ,� � � �ee�cr; Mcrk ,�� _ � Ncte� This sys!em is to b2 cons'ructed to meet ,F��.�. t9g9.9 �?°S "� �I ' the M,�r�esof� Po�lu!ion Co��!r� Agercy ��S1p� +�Y81 � �v °— \ o, Chaptzr 7080 & Local Ordinanc� `� � • L .� . `' � � . t`'�� ,,% x'�I +Q9 ` �' �4�� Check all undergrour.d utilitie� 1 ��'y +�3-i �'� A►,,�� aM��i.� � ' ��tsY s� x �`�, c��y4� \ � �k�m�� , � � :�� '`�9u� F'�p�RTY OF��_G�Rt��br�� s�„ ��Z ;�� %' � /�� _. �- --� �vPos�o _ 1� 'l � i► i o J \� �` i _LD��tY�t.GLYr3_�_ ��-B___�-¢"Z.�S��- � / � � � " . ��t1�C , � \ � ,;��i � �- 99�.��. �� '�f�' \ /� � � ,n _�}�`� ��`-O �u p (��_ �`�' �� v �nv� GFG�•-i0 M?.�• µ\%}-a?-1 . ��. ` r910o �i�, 9g;,1 � . - � �� fi 2J• S-P TES7/NS /l'/C , ` �, ' Sy 11�—�- _ 3� '13 1 a_'S;��r_.. ,�� " Ca'e:�/�/Gy, P:-�.6:2 -�97-3556 . --� -- -qa'- . �� y' l S S �! .. . _ � lo x��6 �o B� 9 - - �- - _ . � _ � . . , SS r , ' � _/o��_ � 35 ; �F�°` S�zS y.0� - �Q l►�1�-� U 1'�_t.x ,_ SrN-nl �� . °�0 " I �� !, /O' _�, � � SET- BACKS • aa �---- �� , � HOUSE ; • System mus, be� . p� X - 5�-��c��..1 �R S�4` t��o-T�-! , � . T o n k �. f r o m p r o p e r t y i�n e s y1�L �yVt�k� ?.'� from wel!s - ' . W 14�.�-Du-� ZU from b'dgs. � � u��-�r}�S �-��,;; , � Treo!ment orea = from lokes, �� • � � NOTE�Power su pl and switches must be locoted in a ; PY . r ment area Z-�.. from ro ert lines T eot P P Y m nh (e n chamber and a o � o�s m'�n ►T" � 'f �I . weather proof encbsure ou!side the pump� g Ma ►f � rom we s . " BRGCFit� ,�o'from bidgs. � � r —, 1.�'from trees SOIL BORtRG ELEVATIONS I ' 1 r -� e ��- �I � �,�min. ' , . . - � TH�I �L.-g��,� 'C�►�!o -�io.�d I � � � ' �v ,"d�a.su i i e o ?H.�2 EL.�5�`1:9 . Tank � � I go'- grade.�. /o ' . Tonk PRESSURE DISTRIBUTION MOl)ND SYSTEM TH+3E�. 3�ss..a I� Drop to Tonk ' ; � T ~4 .. . � � G�K� 1„��oto• H 'L-9�2`d i . „ , L . � ?'H`5 �L-L�.�s � • Min, i io 8 �Pumping � Max.l��104� '� ��P -�i��-1�.�.� �N�C,t.L-oc�.) Chamber ELEVATtO'J ot PROPOSED PUMPING ,� �, � CHA��6ER-33�4.b� ��P a$eS.a i � 4 to 6 dia.pipe . . ` , � � - 1�'P?�4N�. 'Cc�E7F ��.o�-� -/'oo.3.c SYSTEM DESIGN -MOUND � 11 L�9w�5-� �u�o'g- --99_3_� I� TYPE-S, � BEDROOM , Averoge percolation rote 1L•Q min./inch (design.83 sq.ft treatment area per gol. of daiy sewage flow) ` 2 c7 gal./day x.83sq.ft/gol.b��sq.ft.of heatment orea �10% =��sq.ft. (.= IOft.width=�..ft.lenqth of bed orea+side s!ope run�.to! x 3_�heigh�= �ft.x �o o ft.lawn•area ne�ded) ' � Clean rock needed- ��sq.ft.treatment area x •�depth af rock�L`�cu.ft=27=3'Zcu.yds.(3/4�to 21/�'dia. ,includes 2��of rock obove p��e) , �wA'�� Clean sand fil( below rock needed�a cu.yds. opprox. , sondy loom bock fill `�,La.yds.approx., topsoil 6��cu.yd. .A�7�-_� _5.8No___..Qy4�.:_I�g. • �,�}Hs�v '` �,, (R-ECor!1f��1J9 '�O Ao0 ao°lo -(o -!"oPSo��.FoF 1¢R��LR� '��P� c/3__4�Yo_'�'�t Number of tanks required�-, Isttank L�gol. ,2ndtonk�L.vgal.min�xrns Pt..us P�-1mPtiNt-� �-R'p+m�,ER- . . I , Pumping chamber capacity- 25% of daily sewage fbw of�gal.=�`�gal.+reserve staroge of 15 0;�1/BI�.��.gal.+pipe bocfc drainage- PROPERTY 0�:��'��`'� ��,v No''^�` ' . �� of��gol./IOOlin.ft.of aNdio. supply pipe, lin.ft.needed `do , .L`�gol+ manifold�gol./IOOlinftof�.'�dio.p+pe,lr�.ft.needed.� ,3�-go�. �,,� �}g,��,�3 e�o Lg•�S-�a� tcs , � total capocity needed `�Sy gol.(plus orea for F�mp) uS E rr�n. ��0 gq 1.ca P, � '� _a''� ��•-_ ' - t� � �� D'P�uo !�►�! �-1�l-1 �-o. " Distribution pipe Ls"�dia. , �_lin.ft.�3�•dio. perforations��a aparf � � Pump size -r� hp. (Pumpable capacity�olgal.4cycles/day) �.J_��s__�3-.'--►y�Qc _P�css� o�5_eNA�v'�_-�_�g- �.--.. � �� ' S—P TEST/NG /N . - Note� When cortstn,ciing bed - , �nis orea shoub be shaped Note= Ois'ance from treohnent a2a �o ne�qh��nq v�'�s- � Des�qr.ed 9y=,[sla�" � 7 ' ''— to divert run-otf from en!er:ng treotment orea. 1`�'n'«'� �� , =�:t a;.;. 6�2-q97-3566 Dc�e _/Z�,. , � • . MOUND DESIGN WORKSHEET , ' , . � (For Flows up to 1200 gpd) , , A. �..Ow Estimued Seaage F7ow in Gallons per Day(gpd) Estimated�_gpd N�� or measured --' x 1.5 = - gpd. B�°�n„ �'P`I �it 'Iype III Type IV 2 soo Zu �so �, 3 450 300 218 '� B. SEPTTC TANK LIQUID VOLUMES 4 �ao 3�s zs� ,��, i- i aSo � 1-l00� gallons 6 soo `su 3� Q � taso boo 3�0 �,,@,. Fu�,�,� s �zoo 6�5 aos C. SOIIS(refer to siteevaluation) �� ,� 14��.�n ��'� h,�� ,�m of �� 1. Depth to restricting layer= 1 sb -�� a0 inches B�� ,,, �,, 2. Depth of percolation tests = 1 a'� inches `�'' `�"' 3. Percolation rate / 1. O mpi 23a'4` ,'000 i',s o 4. Land slope � % ;Q 8 z'� 3 0° ova 9 See fig.C-6 (x 1S) D. ROCK LAYER DIlvIIIVSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock :' layer:A x 0.83 = , �SO gpd x 0.83 sq. ft./gpd =�aZ sq. ft-f�e��-l�4sy'� 2. Select width of rock layer(10 feet or less) _ /a ft. 3. Length of rock layer = azea=width= Rock Bed L�U sq. ft._ �ft. =12� ft. ,.,.ti.,.ti.ti.ti...��...�.,.ti...ti.ti �•t•1•t•J•r•f•!•f•t•r•f•�•r•1•1• 1.ti•\•ti•ti•ti•ti•ti•�.ti�ti.ti•ti��ti.ti.t 1.1.f.1•!•r•t.f•t t•t•t•t•J•f•r• idth 510 ft. ti•ti.ti•ti•ti•L•�•\•ti•L•t.t.L•�•ti•t•ti r•�•t•J•t•f•t•t•t t•r•I•t•!•r•r• . ti,ti��ti�ti,ti�ti�ti�ti,��ti��ti��,ti .f.�.r.J.�.t.f.f.f.f.t.t•f�f.f��. E. ROCK VOLUME ~- �'g�' -� 1. Multiply rock azea by rock depth to get cubic feet of rock; �y,sq.ft. x l.o ft. =7►� cu.ft. 2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yazds; �cu.ft. -:-27=�cu. yd. � 3. Multiply cubic yazds by 1.4 to get weight of rock in tons; �cu.yd. x 1.4 ton/cu. yd. _�tons. F. ADSORI'TTON WIDTH C..L�?�i Lv�4-n'I „�, ba,rwa�,s�„ �bk 1. Percolation rate in top 12 inches of soil is mpi r��,ti�,R,� �0� a�°°� M�y(m�� SoilTexture yQ„°i,:� �,°�°. P tes ,e.erpaa� Mdeh 2. Select allowable soil loading rate from table; Faster than 0.1 0�sana 1.2o i.00 d/ft� 0.1 to� Sand 1.20 1.00 � 0.1 to� Fine Sand" �•b� 2•� 6 to 15 ndy Loam 0.79 lS2 3. Calculate adso tion width ratio b dividin rock la er 16 ro so Loam o•� 2•� � y $ }' 31 to 45 Silt Loam 0.50 2.40 � loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to bo ctay t,oam o.4s 2.6� 61 t0120 Clay 0.24 �_00 1.20 gPd/��- gpd/ft2 = stower tt�an t2o Cla -- - "Soil}uving�09G or more of fine or vcy fine sand 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; x ft= ft , � G.' D��Vi�'$'LOPE DIICE WIDTH 1. If landslope is 3% or more, subtract rock layer �vidth rrom adsorption width to obta.in minimum do�vnslope dike toe ��^ ft-�ft = ! 7 feet . 2. Calculate?�finimum mound size based on geometery: a. Deternune depth of clean sand fill at upslope edge of rock layer: Separation 1, S� feet b. Multiply rock layer width by landslope � roo� co�.� to determine drop in elevation; t f oot Ro �a Slope Difference Seperettoa r..c �X_�% � 100 - � � feet sto�e o��terence �-_ ei - J�slope w10t� � c. Add depth of clean sand for separation (2a) �-teet ,�ock 8ea wtatn at upslope edge,depth of rock layer (1 foot) to depth of _1.2 teet Downstope wiatn cover (1 foot) to find the mound height at the upslope edge ��eet of rock layer; l.S ft + Ift + lft = �• feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3•3� e. Multiply dike multiplier by upslope mound height to find upslope dike width: 3. S x�� __�'� 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+ , S ft = 4,v feet g. Enter table with landslope and do�rnslope dike ratio. Select dike multiplier of S ,c� h. Multiply dike multiplier by dotivnslope mound height to get downslope dike width: y.D x .�.u = �_feeE i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; �� feet � uos�o e vrtatn j. Total mound width is the sum of € ��eet upslope dike (G.2e) width plus rock � R >� i oce o•a w�acn layer width (D.2) plus o UDSIODB wiotn ` �`�X f�� uosiooe viiatn downslope dike width(G.2i)� 3 --�- reet �_reet � 1a� ft +�ft + a0 ft = �- Z feet � �� DOwn51oDB Wldtn �: ;: k. Total mound length is the sum of { �. ; .�fee� ' ' upslope dike width (G.2e) plus rock la��er E length (D.3) plus upslope dike width (G.2e); � 1� ft + L� ft + 1� ft = � feet � � ' ao �� o /� � �z TOtel LBnpt� �� owns ope ps ope 3:1 ll s] &1 %:1 3:7 ;1 �:1 61 %:i 8:1 x�R 0 3.0 l.0 �.0 6.0 7.0 3.0 4.0 �.0 60 7.0 8.0 1 3.09 1.17 5� 63& 753 Z91 3.b5 S.%6 5.66 6S6 7.41 2 3.19 43i »6 c.52 5.13 ?.9 3.'� 4S3 536 616 6.40 3 330 Li{ �BB 7.3? 6.bo 2i� 3S7 43i �.OB �.i9 6.di 6 3.31 t76 675 7.59 9.iZ 26d 3.ii 6.17 d.&6 5.46 6.06 5 353 _. .-`5.00^ 667 8Si 10.77 ?bl �.33� d.00 6.62 519 5.%1 __._._._. ... . . - 6 31�6 �?b 7.14 9.38 �1207 . 2..i5-......�. 3.73� 3.&i LN 6.93 S.�I 7 3b0 556 7.69 7034 1373 238 3.12 3.TJ d23 tro 513 8 3.% 5.88 833 llSa 15.91 212 3.(3 3S7 �.C6 4.69 4Bb 9 {.11 b.r 9.09 13.06 18.92 Z�o 2% 3.di 3.90 l30 4.6� 10 d29 467 ]0.0 75.00 2333 Z31 280 333 3.75 4.12 4.44 I l 4{8 7.11 t 1.11 17.G5 30A3 22� 2%3 323 3.61 3.95 4.2b ]2 <b7 7.69 I?i0 _;.:3 63.75 �?1 2�� 3.72 3.d9 3.� 4.08 , - : . . ; F-17 ptP�rP SEr_.F(�`rtc��1 PROCEDURE END PEf7fOR.4TlON CF A PERFORATED L�TEn/+� A Determine pump capadty: ��•� Gravity Distribution ��.«� ' ]. Minimum suga sted is 600 gallons per hour(]0 gpm)to stay ahead of - �• �,o,�,,,,,,��,,,�,,,,,,- water use rate. `.�„'sa''`".� �""'�°'�°��°"w a`�...a .�,��,o..,�..,' 2. Maximum suggested for delivery to a drop box of a home system is 2,700 ,. . �^TM�°��a+��° ��:°^�°", Inte(Ap H�er 7eD gallons per hour(45 gpm)to pre��ent build-up of pressure in drop box. �,,•,,,„ -„ ��.� �2•�e�ao. s�Dro Flela ol R«a:rf.r . . . � f'rlrorleti LotatM a1 Pressure Distibution � �'�°^�'°�°� �"'""«`°"�°� 3.a. Select number of perforated laterals ? b. Select perforation spacing=�_feet. /e�.e.Pw'�vsom Ce;.�."� c. Su�act 2 ft from the rock layer length. ��-2ft= Ld feet d. Deternune the number of spaces between perforations. Length perf.spacing= (��ft.+z ft._�2 SpaceS Required Perforation L)i5charge e. �-�S�CeS+1 = 0�2� pflfOldtioILS/Idteldl �� in gallons per minute , f. Multipiy perforations per lateral by number of laterals to �)� DH�e � m��,, � P�� total number of perforations.-�- x-�=j�Q,,_�_perforations. (feet) 3z ° �.��. �,s \ g- ' _�gP -- X�,�+ �• �._._ . , ��,� 1.Oa �-O.�b=�' "�74 SELECTED PUMP CAPACITY ' 3 � 'gpm ,� 2.0�j 0.80 1.U4 � B.Determine head requirements: a. Use for single family homes 1. Elevation difference between pump and point of discharge. b.Use for all other applications �_feet 2. If pumping to a pressure distribution sZ:stem,five feet for pressure required at manifold if gravity system,zero. �feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. Pipe Lengch Read friction loss in feet per 100 feet from table. � Point of Ducharge F.L= �. lo f�/100 ft of pipe ��`t� b. Determine total pipe length from pump to discharge Elevation Difference point. Add 25 percent to pipe length for fitting p�,p _9 g�,v loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pipe length= F-18b �6 D x 1.25 = /00 feet 1.S inch 2.0 inch 3.0 inch c. Calculate total friction loss by multiplying � �;a;«,i��oort�c�;� friction loss in ft/100 h by equivalent pipe length. 10 0.69 0.20 Total friction loss= �.� x��-100=�_feet 12 0.96 0.28 4. Total head required is the sum of elevation difference, 1� 1.28 038 special head requirements,and total friction loss. 16 1.63 0.48 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 TO?AL HEAD 3 40 11.07 2.64 039 �_feet �5 14.73 3.28 0.48 SO 3.99 0.58 j5 4.76 0.70 C. Pump selection 60 5.60 0.82 1. A pump must be selected to deliver at least �gpm (Step A) with at least ��feet of total head (Step B). • l.L1C. 1 � 1\.:1. 1�.... T: Vvv�.. l _f_ ""_l�ll 1�UZ11_.Z_ � 'Lncation or Project Lot 1 , Block 3 , Old Crystal Bay Rd. ,Orono Bori�ng's��made �by S-p Testinq, Inc. Steve Schirmers _ Date 11-23-93 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand X , or Power , Flight , or Bucket X Depth, Boring number Depth, Boring number � in in feet Surface elevation 998• 6 feet Surface elevation 989 . 9 0 - - -- 0 - ------ Topsoil dark brown Topsoil dark brown loam loam 1 - 1 - 0 - l-1/2 '-MOTTLED 1-1 2' 0 - 1-1/2 '-MOTTLED 1-1 2 Dark gray loam Rusty dark gray loam 2 - 1-1/2 ' - 2 ' 2 - 1-1/2 ' - 2' Rusty 2� _ 2 � 4" c�ay �oa�i . Rusty olive gray � clay loam 3 - Rusty olive gray 3 - 2 ' - 3 ' 4" clay loam Rusty olive gray 4 - 2 ' 4" - 4 ' 2" 4 - loam Rusty olive gray loam 4 ' 2" - 5 ' 3 ' 4" - 5 ' 5 - 5 - � 6 - 6 - 7 - 7 - . � 8 - 8 - ! End of boring at 5 ' feet. End of boring at 5 ' feet. Standing water table : Standing water table : present at 3 ' 10" feet o� depth, present at 3 ' 4" feet of depth, 19 hours �after boring . 19 haurs after boring. Not present in hole Not present in hole Mottled soil : Mottled soil : Observed at 1-1/2 ' Observed at 1-1/2 'feet of depth. feet o� depth . Not present in hole Not present in hole � Comments : Comments : ' l.liitl�ll' 1�:1�1'I�)�� r' UVF� � 1�C�'j'i-i)1- - ,.1 --'U11I1��- Location or Project Lot a � , Block 3 , Old Crystal Bav Rd. , Orono . . � — � . Borings made by S-P Testinq, Inc . Steve Schirmers Date 11-23-93 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Iland X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number 4 in in feet Surface elevation 988 • 8 feet Surface elevation 990 ' 8 J - � ---- 0 - -----�-- Topsoil dark brown Topsoil dark brown loam loam 1 - O - 1' 2"-MOTTLED 1' 2" 1 - Rusty dark gray .loam 0 - 1-1/2 '-MOTTLED 1 1/ 1' 2" - 1' 10" Rusty dark gray loam 2 - 2 - 1-1/2 ' - 2' Rusty olive gray Rusty olive gray 3 _ clay loam 3 _ clay loam 2 ' - 3-1/2 ' 1' 10" - 3 ' 10" 4 - 4 - Rusty olive gray Rusty olive gray loam loam 5 - 3 ' 10" - 5 ' S - 3-1/2' - 5 � 6 - 6 - 7 - 7 - I 8 - 8 - � � End of boring at 5 � feet. End of boring at S� feet. Standing water table : Standing �aater table: pr�sent at 3 � 2�� fee� of depth, present at 3 � 3�� feet of depth, 19 hours after boring . 19 hcurs after boring. Not present. in hole Not present i:� hole Mottled soil : tdottled soil : Observed at 1' 2" feet of depth. Observed at 1_1�� feet of depth. Not present in hole Not present in hole Comments : Comments : . � �..�-1 �, l..l�t\_ � . 1'�.. . . .. . ._ . _ . . �L,�� i r��,)'.i '_._�____..- - �-- - .._.- -'.'-'_ '---- ---- Loca•tio� ox Projec� Lot .1 , Block 3 , Old Crystal Bay Rd. Orono Boring+s` ma"de' by S-P iestinq, Inc . Steve Schirmers Date 11-23-93 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auqer used (check two) : IIand X , or Power , Flight , or Bucket X Depth, Boring number 5 Depth, Boring number 6 in in feet Surface elevation 992•5 feet Surface elevation 990 • 8 0 - -�--- — - 0 - ---- -- Topsoil dark brown Topsoil dark brown loam loam 1 - 1 - 1-1/2 '-MOTTLED O - 1 ' 8"-MOTTLED 1' 8" 0 - 1' 10" 2 - Rusty 1' 10" - 2 ' 2" d��damg a 2 - Rusty dark gray clay Rust dark loam . y gray c.lay loam 1 ' 8" - 2-1/2 ' 3 - 2� 2" - 2 ' 10" 3 - Rusty olive gray clay Rusty olive gray 2-1/2 ' - 3-1/2 ' loam clay loam � 4 - 4 _ Rusty gray silty 2' 10" - 4 ' 4" loam Rusty olive gray loam 5 - 4 ' 4" - 5 ' 5 _ 3-1/2 ' - 5 ' 6 - 6 - 7 - 7 - ! 8 - 8 - ` I End of boring at 5 ' feet . End of boring at 5 ' feet. Standing c�ater ta'.;'_e : Standing water table : present at 3 � 2" fee� of depth, present at 2 ' 2" feet of depth, 19 hours after boring . 19 haurs after boring. Not prEs�nt in hole � Not preser,t in hc�).� Mottled soil : Mottled soil : Observed at feet of depth. Observed at feet of depth. Not present in hole Not present in hole Comments : Comments : ' ' CERT. #00627 • � � , ` .+ � �' ' " ' PERCOLATION TEST DATA SHEET r� S—P Testing, Inc. 11-24-93 9 : 01 a.m. Percolation test readings made by on starting ai p.m. Lot1 ,Blk. ? 1 ��t�� 1•L:23-93 Test hole locatio� ,Hole number ,Date hole was prepared Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 :-- 12" Topsoil dark brown loam Method of scratching sidewall xn i f P Depth of gravel in bottom of hole 2 inches i1-23-93 2•0(�pm 12 Date and hour of initial water filling , Depth o �nitial water filliqg inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automat'1CSiphon 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 inch �� n n n n n n - --+ •-- — I Percolation rate = d _ 9 minutes per inch. � ' CERT.#00627 . . • � . ' � ' ' PERCOLATION TEST DATA SHEET � �� a.m. Percolationtestreadingsmadeby S—P TestincT, InC. on 11-24-93siartingar 9 :02 p_m. �m�.� Test hole location Lo t 1 , B 1 oC k 3 ,Hole number 2 ,Date hole was prepare� 11—2 3—9 3 Depth of hole bottom 12 +nches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Knif e Depth of gravel in bottom of hole 2 �nches 11-23-93 2•O��n 12 Date and hour of initial water filling ,Dep�h o n�tial water fillinc inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon 6 ,Maximum water depth above hole bottom during tes� �nches � Time Percolation , ':ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • 8:40 prefill 6 9 :02 9 : 17 " 5 3.0 15 min 9 :41 9:56 " 4-3/4 3. 2 " " 10:12 10 : 27 " 4-5/8 3. 3 " " � --. Percolation rate = 3' 2 *ninutes per inch. ' ' CERT. #00627 , , .� � . �� .. . ' �� ' ' PERCOLATION TEST DATA SHEET Percolationtestreadingsmadeby S—P Testing, InC. on 11-24-93 startingac 9 � 03 � Frm• Idarcl Test hole location Lot 1 ,B 1 k. 3 ,Hole number 3 ,Date hole��as prepare� 11—2 3—9 3 Depth of hole bottom 12 �nches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Kni f e Depth of gravel in bottom of hole 2 inches Date and hour of initial water fillin,g 11-23-9 3pe�th oi�rii�ial water filling 12 inches above hole bottom h4ethod used to maintain at least 12 inches of water depth in hole for at least 4 hours AutOmatiC S lphon •,Maximum water depth above hole bottom during test 6 inches Time Percolation ':ime inten•al, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • 8:40 prefill 6 9 : 03 9: 33 " 2-15/16 10. 2 30 min 9: 40 10 :10 " " " " " 10 : 13 10 :43 " " " " " Percolation rate = 1� ' 2 minutes per inch. , � ' CERT.#00627 , � � , . •, , ,,. . ` ' ' �' PERCOLATION TEST DATA SHEET a:m: Percolationtestreadingsmadeby �—p TPst-ing„{ Tnc_ pn 11 —�4-93ct�ingar 9 :04 �m�., Test hole I�atiun Lo t 1 �,B 1 k. 3 ,Hole number 4 ,Date hole was prepare� 11—2 3—9 3 - Depth of hole bottom 12 �nches,Diameter of hole 6 �nches Soil data from test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Kni f e Depth of gravel in bottom of hole 2 �nches 11-23-93 2:OOpm 12 Date and hour of initial water fillin,� ,Depth of initial water filling �nches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon ,Maximum water depth above hole bottom during tesr 6 �nches � Time Percolation ':ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • 8:40 prefill 6 9:04 9: 34 " 2-3/8 12.6 30 min r 9 : 39 10 : 09 " " " ►' " 10: 14 10 : 44 " " " " " Percolation rate = 12•6 *ninutes per inch. � � CERT. #00627 . , .ti . �� . • � � � � PERCOLATION TEST DATA SHEET "" Percolationtestreadin smadeb S—P Testing, Inc. 11-24-93 9 : 05 a.m. S Y on �tarting ar p.m. rdara) Test hole location Lo t 1 ,B 1 k. � ,Hole number 5 ,Date hole was prepare� 11—2 3—9 3 Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Kn i f a Depth of gravel in bottom of hole 2 inches 11-23-93 2:OOpm 12 Date and hour of initial w•ater fillin,g ,Depth of�nitial water fillin,g �nches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC Siphon " � ,Maximum water depth above hole bottom during tesr 6 inches T'ime Percolation �:ime interval. Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch � 6 " 3-5/16 11.2 30 min n n n n n n n n n n _ I Pcrcolation rate = 11' 2 minutes per inch. C,ERT.�00627 � , �. , . . � � � �' PERCOLATION TEST DATA SHEET � � � �� Percolationtestreadin smadeb S—P Testing, Inc. 11-24-93 9 :06 � S Y on starting ar p- Lot 1 , Blk. 3 6 �� 11-23-93 Test hole location ,Hole number , Date hole was prepared Depth of hole bottom 6 inches,Diameter of holP 6 �nches Soil data from test hole: Depth,inches Soil texture 0 - 12" Topsoil dark brown loam Method of scratching sidewall Kn i f Depth of gravel in bottom of hole 2 inches 11-23-93 2:OOpm 12 Date and hour of initial water filling ,Depth of mitial water filliqg �nches above hole bottom hiethod used to maintain at leatt 12 inches of water depth in hole for at least 4 houcs A»t�ma t i� G i nh nn ,Maximum water depth above hole bottom during test 6 �nches � Time Percolation �:ime interva(, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch . Water re aining in est hole � 9: 06 9: 36 6 1-1/4 24.0 30 min 9:3 7 10 : 0 7 " ° �� 10: 16 10 : 4 6 " ° �� Percolation rate = �4 - � minutes per in.h. � DATE TIME CITY OF ORONO CALLED IN � -��` =' INSPECTION NOTICE SCHEDULED -i/_��/%C� /[% �o PERMIT NO. ��.�r- COMPLETED �I �_�_ ADDRESS�,, ��/C� ~-r��z< �__� ?" OWNER '� .c< �� CONTR. �-.:j _„�„_- TELEPHONE NO. / 'S��' �� `I '� �= � � DESCRIPTION t��%c..e.� ��`�z�<< < r%ri,�yl� � 01 FOOTiN� � 11 MECHANICAL RI 18IXCAV/CiRADINQJFIWNO y 02 FRAMINO 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS Q 03 INSUTATION 24/25 WOOD BURNEFi/FlREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17�31TEIN5PECTJQIZ , � p5 FlNAL 14 SEWER HOOK-UO 06 PROCiRESS _ � 07 DEMO—SITE 27 SEPTIC MAiNT. 21 COMPLAINT J W 07 DEMO—FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP = 09 PLUMBINO HI 23 SEPTIC FlNAL 35 HARD COVEH REMOVAL v 10 PLUMBINO FlNAL / 36 FOUNDATI N REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:�SrES NO � COMMENTS: ' '� � � a — � j „'-_ s O a � O � W � Q � 2 W � W � � � � �WORKSATISFACTORY:PROCEED _ PROJECTCOMPLETE � �0 CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN r CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor Inspector. � White Copyllnspector's File Canary Copy/Site NWice DATE TIME CITY OF ORONO � �}'CALLED IN INSPECTION NOTICE �C1� SCHEDULED -_x� PERMIT NO. COMPLET D l' -� ADDRESS �� -�� OWN ER CONTR. 4 TELEPHONE NO. � DESCRIPTION �l � Ot FOOTINO it MECHANICALRI 18IXCAV/GRADINC3/FIWNQ y 02 FRAMINO 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z pq yyqLL gp, 12 WATER HOOK-UP 17 SITE INSPECTION Q ps�� 14 SEWER HOOK-UO O6 PROGRESS _ ~ 07 DEMO—SITE 27 SEPTI MAINT. 21 COMPLAINT J ` W 07 DEMO--FINAL _ PTIC INST 22 FOLLOW-UP = 09 PLUMBINQ RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBINO FINAL , / 36 FOUNDATION REMOVAL Q OWNER/CONTRACTOR TO MEET YOU: ��YES NO ��„ COMMENTS: � Y ` � � � -7 /� � "_ �-,z �. �G c- J � O � � � O � W � Q � 2 W � W � � d ORK SATISFACTORY:PROCEED _ PROJECT COMPLETE W � CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOFi C CITATION ISSUED �INSPECTION fiEQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor o it� Inspector. �� °� White Copyllnspector's File Canary CopylSite Notice 1 _ DATE T�ME CITY OF ORONO CALLED w '� }/ �'� tNSPECTION NOTICE. , scHEou�e� S�- �/ � PERMIT NO. �` �� "�� `� coMP�ErE� �1 � ADDRESS =�(,�/ � �C->r� f �`��;� OWNER t�' ;�. ;� �,; �` �^-�f�_ CONTR. �U'�i�� ,. ;•` i `� ;' :; � � TELEPHONE NO. � DESCRIPTION � �"�` �_/ � - `"`�(-� � Ot FOOTIN� 11 MECHANICAL RI 18 IXCAV/CiRADINO/FILLIN(3 y 02 FRAMINO 13 MECHANICAL FlNAL 19 LAI�SHORE/WETIANDS Q 03 INSULATION 24/25 WOOD BURNER/FlREPLACE 34 TREE REMOVAL Z p4 yyqLL gp. 12 WATER HOOK-UP 17 SITE INSPECTION � ps FlNAL 14 SEWER HOOK-UO O6 PROdRESS _ J 07 DEMO—SITE 27 SEPAC MAI�L�` 21 COMPLAINT W 07 DEM�FlNAL � 1s C INSTALL. 22 FOLLOW-UP 2 09 PLUMBING RI 23 SEPTiC FINAL 35 HARD COVER REMOVAL v 10 PLUMBINO FINAL 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO MEET Yq : YES_NO � COMMENTS: �" .S �� 4 '- X� � •C' '' 0 � � 0 � W � Q � Z W � W � � d �WORK SATISFACTORY:PROCEED _ PROJECT COMPLETE W � ❑CORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT �CORRECT UNSAFE CONDITION WITHiN HOURS. C pHOTO TAKEN INSPECTOR WILL RETURN ❑STOPORDER POSTEO.CALL INSPECTOFi J CITATION ISSUED �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor s' • Inspector. .��—� White Copyllnspector's File Canary Copy/Sfte Notice DATE TtME CITY OF ORONO CALLED IN -� INSPECTION NOTICE SCHEDULED PERMIT NO. COMP ED ADDRESS OWNER CONTR. TELEPHONE NO. � DESCRIPTION � 01 FOOTINO 11 MECHANICAL RI 18 IXCAVI(iRADIN(iIFlWNO y 02 FRAMINd 13 MECHANICAL FlNAL 19 LAI�SHORFINIETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SfTE INSPECTION e p5 FlNq� 14 SEWER HOOK-UO O6 PROORESS � v 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPUUNT � 07 DEMO--FINAL 15 S ALL 22 FOLLOIN-UP = 08 PWMBINO RI PTiC 35 HARD COVER REMOVAL v 10 PWM&NQ FlNAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR T EET YOU: _NO y COMMENTS:� � W .� a � "'' O � � O � W � Q � 2 W � W � � d C WORK SATISFACTORY:PROCEED �ROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED �C ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WOAK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑COHRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnedContractor inspector: White CopyAnspector's Flk Canery CopylSNe Nofke