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Home My WebLink About1993-005483 - repair septic � - ,. • PEI�MIT CITY OF ORONO PEFiMIT TYPE: :_;�.,�;��:; L{ ��-�� 2750 Kelley Parkway • P.O. Box 815 Permit Number: t:ii i�„�.:_;:�; Orono, Minnesota 55356-0815 Date Issued: {_'=�/��'�=� (612) 473-7357 SITE ADDRESS: 1��.i; ��T�-E H�,�E ta �:;� �' . I . t-; . . �°�_.—�. �.;:—�:�;—�:;�—:,��{�� DESCRIPTION: ��'�I i� '-;EF'��I t: :_,��jw�r � t�a+•e�� '�t�ri�i�. T�c�� C�k;ij��L_C1 ��i i�R T�t�#I�:: �_.�F��}' 1{ S�:'I�•t'_'1� W�_7i�t�. ��N_' �C��'}.�fC'�'!�•� REMARKS: .. _.._.__.. . _ _.. - - __.___ .. . ;�:.. . --;; FEE SUMMARY: -- :t ... _..... . ._.. .....L'�_. . ........ . ...�. . ... ..... .U... .... .. '�1�`.._ . ..... E�_t5� �CN ��",t=i ,;t�i ��la i�C�"Jct i''��' ----------�_.r-s,t I i+��'�•e��, �i?� �i�s() , �t) C�NT T H�'�`i 1�c"t�t}• pW��R: �`i�A�i��l��F� .T �::�� h 5�#.:�..�:1�1 !Tt_f�,i�_� i�l�:,`-��:5' 5'�'.�1 Cf(��i!1F_" {��J� '=:ti:. 1��l.i� r�i ti €�VE td C1EL�;�E� t°i(� ��:;�t:: �_��:i:},�s_t i�� ti:�:�;r=, .`=�i :._. ��}�;'1 __,:t .:,� -�. ��.- i 3�.�r�3�:�„�_ ^.;-- f- ;�C}� r��•��;-y� - — -- ��_ . ,.i Ft,",i=� ��,i I tr:r'�_'E_ . : E":� :i'EE_._�':.. s.t�3vx.�.� �"ti.'.�::.._. . .•t"-. �_, ! �_ -�t-1-i`�s. _ _. f i_,`:iu E ..i ��s�-fs•., i �� .`r:�._ . .. 'i,_If`i_.�'•6�,3I �_ ='1_:i_;• i j.s'i't , .. ' ..�'i F� t e_43 � �' '::' ...� — 1�° !�r i��E:'T � ! y!1!� i ry' �i � I i� [ �_'i ,��.!'. �}_�� ?` � ,_ i"'!�vi�'�:'.��±=+ I 4_ � €y�...Z . � _�.... :'r 1_:i�'•�3'�. .�.. _ . :3�� i •.:!.:��...e.�'"!.�r{� ?i t 1 [':�� .. ! ! .�� '..�i' '�. " ' ' :r s_.. .:�.. . �:t •r . :.�:i— .:, ��,-_ �: r" �� .... " ':€.•�_ ' "f i�L•�'�i_'.;_'�_ . . -. :_:�iE�,i;'.��_v �_;�f D E t°,�i-il'`,;;,,;c-'-: f-.i'..:_} _, i�i-, �'1—. _.} i''i��''viZ-,',-��,l�{�. , r�?„3 s.1,.:4}�i��'� 1.,�_�n.',_ }'ii_'s,!'.:e.�•,...�±b_�� : � . :. . . , . . . , � ) /JA V/ APPLICANT/PER EE SIGNATURE ISSUED BY:SIGNATURE�� — r% �,. ��3 . � -- ]�PPI.ICATION FOR SEPTIC SYSTEM PERMIT CITY OF ORONO Box 66 (1335 So Brown Rd) Crystal Bay, 1�I 55323 �t**�*t**##*****�t**********#***#********tt****��f**��*f��*�**t*t#*t**�**** General Instructions: 1. You may � for septic system permits by mail or in person at the City offices. However, permits will not be mailed out and must be picked np 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 available on the job site. 4. Permits will be issued only to contractors holding a City of Orono Septic System Installer' s Lic�nse. 5. 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. 6. The following inspections will be required for all septic systems: a) Pre-installation site inspection to include inspector, instal ler, 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 verif y proper final cover depths and to verify that al 1 pump station (where required) components are functional and comply with codes. 7. Individual holding MPCA Installer Certificate shal 1 be present during instal lation. 24-hour notice is required for alI inspections. *#*******�:��*��**t***��**�*�*******�******#*#*****#**�***#****�*******�** JOB SITE ADDRESS: s� �I � �C�/ � - � Occupancy Type: Residential � Commercial. Other Owner' s Name: � Phone: ^ L' Mailing Address: � , City: Zip: Septic Contractor' s Name: Bus. Phone: � �/ Mailing Address: ,.5� J�� / v,Gr.��e-�- �City: �.�� Zi �,5 •� g � P= #dt*it#it�t#*�dt*itit#*:�tytir* *yt�t�tat'sitdt�titit #at�tytitit*ltit*#itititytitf�tittititytitit*�k**it*ir dtf #ititir' itit - over - � ��/ 9�-�93 , , '� �' f >EPTIC SYSTEM PERMIT APPLICATON — PAGE 2 Permit Type & Fees (check one) New Construction, Full System $100. 00 . . . . . . . . . . . . . . � Repair or Replace Existing System $50.00. . . . . . . . . . . . . 0.50 State surcharc�e added to above permit fees SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES � DO NOT MAIL PAYi�NT WITH THIS APPLICATION �*�*******�#******�********�**��*�***�*********�*�***#**************##***** `�OTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. , I itial l. 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 X Other Manufa�cturer -'T Tank Capacities : 1) ��_gal. 2 ) �_gal. 3 ) i Q��al. B. Pump Station (if required) Pump make & model 1�� _ _, (attach pump curve & literature) ; system design requ res �gpm at � feet of head. High water alarm make & model � �utside electrical work to be completed by _installer electrician _other . Inside electrical work must be completed by electrician. C. Tr tment System: en che s• s.f. Mound Depth o c• below pipe " Rock bed dimensions %1� `x�' op xes - Sand bed dimensions�'x 3 S�'" Distribu ' n Box Pressure Dist. Pipe Diam.�" Manifold Pipe Diam. � % D. Final Cover/Topsoil to be: borrowed from site (.show location on site plan) � � trucked in ********�*�*#******tt*tt�*�*�*#*�t*****t#**#*******t**tt�*t**�***�**:**��* 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 comp 1 ete, true and corre ct. � Signature of Appiicant: � _Date: � �/ /� :dPCA Certification No. : � � , i - '____�\ ��O�\ CITY OF ORONO �� SEPTIC SYSTEM APPROVAL �� k��T�� " CITY of ORONO �t ''��M1r' "�� MunicipalOttices Y �� a/°� � ti Post Office Box 66 � � .L�;:�`��°4��!"�r CJ Crystal Bay,Miru�esota 55323-0066 �E�K04/ \�_ _,- LOCATION: 15 4 0 S i xth Ave. N. OWNER: Nancy Howell GENERAL CONTRACTOR: SEPTIC CONTRACTOR: E. J. Peterson co. SITE EVALUATOR: S-P Testing REpORT DATE: July 24, 1993 The City of Orono has Approved your on-site system design as of September 8, 199 3 (approved-disapproved) (date) with the following comments: 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 after system construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. I CITY OF ORONO �� By Stephe eckman, On-site Systems Manager TELEPHONE—473-7357� FAX-473-05 l0 � ,�-1' �T`E�T�NG� ��1.�. S;even B. Schirm��s — �a1PCA Cert. No. 627 951 Kaiydid Lane N� tl ;k. Michael, MN 55376 � (612) 497-3566 �N� '��.�.,� �- G�C�1�sS �� , ` �,� July 24 , 1993 N a n c y � 11 �-1�1- 1 SC�a '-' � 1540 Co.Rd. #6 � �G�S� �tVC�WS �^� �� Orono , H�izn. Co. , MN ( , � ( �c�s< cX', �'�`. S�3�3� This On-Site Sewage Treatment System is llesigned for a Type 1 , i�hr�e bedroom home in accordance ��itYi the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . The soils on this site are SCS soils map�ed - HbB - fiayden loam. A seasonally high water_ tahle was located at 20" to 44" , (mottled soil ) . Due to the seasonally high water table, a Pressurized Mound System will need to he installed. The bottom of the rock bed must be located at least 3 ' above ttie seasonally high �aate.r ta}�le . This site has an existing Non-Coriforming system whicYi does nc�i:. meet the 3 ' seperation from the seasonally high water taule . �I.'Y�c� existing tanks may be used upon approval by the local Inspector.. The soils at a depth of 12" have a �ercolation rate averaging 4 . 6 min/inch . A pumping ctiamber will need to be installed to lift the eff1u�11t to the treatment area . The manifold and supply line pipe must have back drainage to the pumpinq chamber . Z'he distribution pipes shall have their ends capped . Be sure the r_ock and sand fill material are clean. The sod layer below tl:e entire mounded area must be turned over, just break up the sod , be sur� rlo� to over work. '1'he power supply and switches must be located outside the manhole and purnping chamber in a weather proof enclosure . A warning device must be installed with a light and sound c�evice, this is in case of a pun�p failure . Mercury floats are a good method. i.r. __ _ _� All neigt��boring wells are located greater than 100 '�-��way from the � prop�sed treatn?ent area . :; ,;�,, _ ,i cor1T � D .SEP., 7 1993 • ' � . Nancy Howle 1540 Co.Rd. 6 Orono, Henn. Co. , MN (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 ca�use 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. C---�IJ�-c�--- � . Steven B. Schirmers pS SBS/ds , — � � • � ��' F � � '� 1' XH M'! }'^a �� : vw� � � .� .. i: ,'�r� { � � �O . ^7r - �`� _ ��x: '�: _` f ^�_ ,�� R lE i/1 Ei�a� . `�D � - . . , h- - _ � ,. � �� ' ,;�� '� �� .._.�__.� _ �'. �. .. . I' .... �...��.�.�.r �,� _ '�Y �B� \ � �'�'�`'\ f`a�.�L�}-��--�p�c��/�i �tQ7U\`'P` l'�'�'��'L�r�- o'F.�'�G,1 ��1�,r'-�C� tit-c � Q� �C�� \ {�C�l �S�r�—� '�Y�Y1�r1�� \ �F��T . . � .� �'4 � �I' � � �� JPl?�� \ �, � i � � �\�� C��G�� k- R�T6� G�S�t--1L�i D�-� T_..�� ,,�! '�- � ! o. L�Nr•,t;�� \ �O k^�� I aaC�OSti-S� p- .� _ � -,i . . l. ..� J.JpI_t. :J� � \ � � "�}1'\�/�j t ' i l ,\ ` � (�L c; h� , A'I �roc�r4� hai! �,e i�;.a �5.� �p �L.-e�1�-� j i � - ... ,� �.., i- ..� a.aS�J�a �..t t7�.7�� fi. anritt�Z WdP P�< ' °�\ Y��• nv-1' i : . -, Y' � ., � T f::� r ;�' , t� K ,d. v�. / I ; X�. � �, I f� . � "'s . `� I , , _ . �� _ _ _, ,_ � -��_ ; a,�/ � r 000�.. i c-. �\9�s J�� i i � \ y� I ..I � � G z��. I i � � =Kis;�us� . �S6 - j.` �\ .'t493��\,`'t�y3�\ +975 . .. � :. HuuS6 6 �� I � : \ r3,+n '` \ \ _�i .u� ^�� : / ` \� t9g5 ,.�_•_ � � � � � � � I ., � � , i �, + �� _/ � ��r�-C�-� � <Y � i ` \ !4s � � � I �[�� _ � �� i,� �tro� �st��i � �,!(/ I� ��`j �.S `�,� / � J . \�L1'�a��L ,ni �� '�� \ ��' Ch� \ uS� �I �� i Oi / / , �., � �.I � xoe �i i \ ' I , �788 \ � y � \ � I �CS�:, � Q�OPosT-O � < / I i y -C�+�-t�vtt�+"" � \� � � / � ' V �_ �`+ �� , sa��n , J � \ _ � �I x��-. \� �' / 'I' � "Y - i i ' � �� _� 'r� � � ' _ � i � ��L' � �I .✓ii �' a- �� ,`,C�L 'C�;c�\�USy L1 'Cla'�-`-� �,� : � mo�FCt-�o �ss;'�-N'� � � � �� 31(�" ' �53� ; �tss I I i� ; �� I , I � i I i � . �, '� `L_{_ --- --- ---- -� �' _ ---- - — , � � --�.------- ---.. _ ---____ ___.__ -- - ----------------- ----- __ ----__ _ _---- --.__ .__ . . a ti� G�' 5D --- { ----- — ?E � �C ------- , --�— r`=.,"'_—=+<--- --- PRO?ERTY C�� L�•�� `'� y D uJ�� ,�,� �-- =e.A,� ,�= s:=-�,� - " -- 6e Perco!otion Tes's Scof2� 1�=S� -�-c,-v„ „-,,.< X�ii Borings 1 '�� Go Q`� �� - - "_ ��enCh tf�arr. ��x-,�.( � �� --� . 1.1 EJ�I 1a • GC . Nete� This syslFrn is to be constructed to meet � • • - --- - the M�nnesa� Po,lution Con'ro•. Agency S-P ESTlNG /NC , Chapter 7u80 & Local Ordinance �� -1�- �,�-. desi��ned By', �„ , /�.��------ . Note : Check a� 1 underground utilities ��.A:� �,��= ?:; ��-;97-3556 . � ., , . -- �1 � 1 : - � , � • �" /v��C L-11�`RUL�L��D ,- — — � — _ . I M `r . � ��js , F-,<-� � �� i �a�' 0 5A�-!'p � � - 77 - `k' 3.0 �.�` �,00.� 3��' � G�,� '' '�'�.1��-1 �l\�v./ -_._— _S B7o I � . U I /O' £S � I SET- BACKS � HOUSE ( • System must be� � Tank ?�� from property lines - S�-<�d,.a c�A SY�� W�o-��}_. r.-►LL B � from wel!5 2-�g�4Jl�( . � from b!dgs. ' �iv�. , ;- p„ . � Treotment orea =�from lokes, � streams Treotment oreo ZO from property lines N��`P0'"'��PP�Y and switches must be locoted in a Ma��+o�5 m�n ►,." .' ]�,�from we!Is weather proof encbsiue oulside the pumping chomber and manhole . � Rac.rr�c� Zo 'from bldgs. �— —, L'irom trees I� �� SOIL BORING EI.EVATIONS i , � _��- � . . min. ' — . , THAI EL.—g�►.� . �„d�o.su I i e o TH.'�2 EL.1sZsz� ' Tank � . Tank - 1�n - ; grade� /o TH:'3EL.-3�:1� _Drop to Tank_ � PRESSURE DISTRIBl1TI0N MOUND SYSTEM TH"4 EL- . ' Min. 1"to 8� � �p�mp��9 TH`5 EL- Max.l"to4� '�' ��P T��.s SN�R�.�oc�J E�EVAT�ON o1 PjOPOSED PUMPING Chamber CHAMBER-�o�s�• ,4�`�"� �`�•� 4„l0 6��dio.pipe - - . - - V4ou�o 4�C 2.'}�-C�a,tl� -�1 3.o SYSTEM DESIGN -MOUND � - '�d`P � " " � - `dq•� TYPE-�, � BEDROOM , Averoge percolation rote�min./inch (design.83sq.ft treotment area pergal. of daily sewoge flow) � . � gal./day x.83sq.ft,/gal.��.,sq.ft.of treatment orea �10%=�sq.ft. (.'- IOft,width=`-��ft.lenqth of bed area+side s►ope run�to I x�heigFd= 3� ft.x�1 ft,lawn•area needed) � Clean rock needed- �_sq.ft.treatment area x �� depthof rock= U3v cu.ft=27= �� cu.yds,(3/4��to 2I/��dia. ,includes 2��of rock obove pipe) -W�s`'H,��- Cleon sand fill below rock needed 1��cu.yds. approx. , sondy loam back fill.�`�cu.yds.approx., topsoil 6��_cu.yd. 1�v� S�a�.�,�o ��rH � l.3 • ��C[2�^�c►,lo 'C� Aoo_�.o"�o To -C_"oPSo�L.Fo� ��gv.o,a�,a� s�oQ� S4� cuw�� Number of tanks required�, Ist tank112lZ�.gol. , 2ndian{c��gal.minrrxms R.�s P��n��Nv � ��w�Q- , . Pumping chomber capacity- 25% of doily sewoge flow of 4S� gat.= ��a gol.+reserve storoge of� 15 0g.�],/B� �� gol.+pipe bock dro�noge— A�� H p�� PROPERTY OF� of �� gol./IOOlin.ft.of�Ndio. supply pipe, lin.ft.needed ► o � a0 gal,+manifold 1�gal./IOOIiRftof��dio.pipe,I'n.ftneeded � , Z gol. 1�y� �v -�� (� total capacity needed �� gol.(Plus area for pump) usrG r,�,,n. /G�DL� ��,1.��.�- ' ��y.�,0 �1 � �'�11�}k G(� . • Distribution pipe ��3�da. ,/1'7 lin.ft, ��dia. perforations��ap�t Pum' size��h�. (pumpoble capacity_131�o1. 4cycles/doy) u � aL�' N��ao �e�ss r��_��i�•G- 3/ �..�1T,�, — S—P TEST�NG /N�: : . . Note � Whe� constructing bed - , tnis oreo shou1d be shoped Note� Distonce from trea!ment orea to neiqhboring v,�"s— �`.. '� �� -- � — .�..._ :�-; _., , , �es�gned �y� , ,o d�vert run-off from enter,ng treatment areo. ='e�'~= `- -��''"�'� �J� ' , ,_, - _ ��,,_�,�� ,�-.,-._. -,._: _ � ' MOUND DESIGN WORKSHEET • ' (For Flows up to 1200 gpd) A. FLOW Estima�ed Sewage Flows in Gallons per dey Estimated �-1�v gpd (see pages D-7 or I-3,4,5) �� or measured -- gpd x 1.5 = - ��m: Tra�I ry�u �y�ii� �� B. SEPTIC TANK LIQUID VOLUMES i aso 3a'�o ii°s � 4 600 375 256 �r�. � - �D o v gallons (see pages C-3 or C-5) s �so aso Z�a ;. 6 900 525 332 '�t. 7 1050 600 370 Q C. SOILS (refer to site evaluation) $ 1200 6's °os `°'�" l. Depth to restricting layer = ao��fo y y �� inches �p�KLnkGpseilic;inplMms 2. Depth of percolation tests = " Numberof MinimumLiquid l.iquideaprcitywitA I a inches ��. c.�x�ry �..�du�w► 3. Percolation rate_ �-I , la m i 2«�» ��o ��u p �a. ,� ,� 4. Land slo e S % '�6 �xp � P �,a«9 � � over 9 .._.. • D. ROCK LAYER DIMENSIONS 1. MulHply flow rate by 0.83 to obtain required area of rock layer: Daily Flow x 0.83 = y v gpd x 0.83 sq. ft./gpd = ��3 sq. ft.-j-�u:b y�o sa.��. 2. Select width of rock layer (10 feet or less) _ _ /c� ft. 3. Length of rock layer = Area i Width = y 1 n sq. ft. -:- �U ft. __y�ft. Rock Bed r�t t r•l f•J•t•f:f.f:f.f.f:r T ti••ti•ti•ti•ti•ti•ti••.•'. • '. ti ti ti• I ;f•r•f•f•f•f•t•l�t.f:j.f•f.!•l •�•ti•ti•ti•ti•ti•ti•. ti•ti.ti•ti•ti•ti• Nidth SlOft. f�r•t�f.f.r�f.f�f.r�f�r.f.f�f� �ttif�•�tftiltif::tif:•�r�1•:lf:J:.' E. ROCK VOLUME � � Length 1. Multiply rock area by rock depth to get cubic feet of rock; �sq. ft. x .1�_s ft. _�cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; 3o cu. ft. s 27= �cu. yd. � 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �cu. yd. x 1.4 ton/cu. yd. _� tons. F. ADSORPTTON WIDTH L� Ld�-v►� 1. Percolation rate in top 12 inches of soil is mpi Absorption Widtb Siz(ng7ablc Peaeolation Raic Gallons Ratio of . lect allowable soil loading rate from table on page E-; inrM�A`��pu so�,r�x�U� per day per A�,�;�,W;a,n . k� gpd/f t� � squarc foot �o Rock l�yer WiJ�h 3. Calculate adsorption width ratio by dividing rock layer Faettrthan0.l• c�xsa„a ...__ __.._ 0.!to S SanJ 1.20 1.00 loading rate of 1.20 gpd/ft�by allowable soil loading rate; o.�as•• FincSand•• o.eo z.no 1.20 d/ft21 u ' d/ftZ= a �L 7 . 6�0�s Snndy Loam o.�9. �.sz gP �_gp �b�o,o �e�, o.�o z.�,� 31 l0 45 Sil�Loam 0.50 2.� Check this value on page E-16. 46�0�o ClsyLavn o.4s 2.�, 60 to 120 Clay 0.24 S.W 4. Multiply adsorption width ratio by rock layer width to get s��W�;;r� c�aY ...__ .____ izo required adsorption width; .Z,(n1x��ft =��ft I G. DOWNSLOPE DIKE WIDTH 1. If landslope is 3% or more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe for absorption: a�.� ft- In ft =�feet 2. Calculate minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation /. U feet b. Muldply rock layer width by landslope to determine drop ,�„� in elevation; Slope Difference ';;,a,,,� 1 c� x s� % 1100 = • S� feet ��.-� c. Add depth of clean sand depth of clean sand for �� " ��..��.a•..�. separation at upslope edge (2a) to depth of rock layer to "..uiw,'"" rock depth and the depth of cover to find the total mound °�'�«"'"`, height at upslope edge of rock layer; 1• u ft + 1 ft + 1 ft = 3.v feet d. Enter table on page bottom with landslope and upslope dike ratio. Select dike multiplier of �3 `S e. Multiply dike multiplier by upslope mound height • to get upslope dike width:3,� x �� _ _/c� feet f. Add the depth of slope difference (2b) to the upslope height to get the downslope height �.a + . J� = 3"� feet g. Enter table on page bottom with landslope and downslope dike ratio. Select dike multiplier of S.c� o h. Multiply dike mulriplier by downslope mound height to get downslope dike width: 3�!x .�r� _�� feet i. Compare the values of step G.1 and Step G.2.h. Select the . greater of the two values as the downslope dike width; ! feet j. Total mound width is the sum of upslope dike ��aw�a�'`�'- ��U�io��w;a�;��"�� ' �; �"�'��'��`•:: width plus rock layer width plus downslope '�''''' :::;;:;::::: dike width; _�:; `�°8 •'•'�"� ��ft +�ft + �ft = .�� feet uP�o�ai�v�ia�;�'' :.v�io�oii�wia�;.� k. Total mound length is the sum of u slo e P P . dike width lus rock la er len th IUS : ��'++ilope��Dlke��w;a�i;':�.i:��::'�:�:: P Y g P u slo e dike width• P P • _�ft+�_ft + 1 D ft= ��feet �- . ...TaalLength�L.' H + ? . wn5 ope ps o� 3:1 a:l 5:1 &1 7:1 3:1 4:1 S:I &1 7:1 8:1 9L slope 0 3.0 d.0 5.0 GO 7.0 3.0 4.0 5.0 GO 7.0 8.0 I 3A9 4.17 5.26 6.38 7.53 2.91 3.85 6.�6 5.66 G54 9.61 2 3.19 4.35 5.56 6.82 8.14 2.83 3.7(1 4S4 5.36 G14 6.90 3 330 d5d 5.88 7.32 8.86 2.7i 3.57 4.35 S.OB 5.79 6.0.5 4 3.11 4.76 6.25 7.89 9.72 2.68 3.45 4.17 d.84 5.46 6.06 5 353_.C500.'7 G67_.._..._.B.Z-------.10.Z7.... _261 __..-.-��- 4.00 4.62 S.19 5.�1 6 3.66 5.26 7.14 9.38 12.07 2.51 3.73 3.85 4.11 4.93 5.<1 7 3.80 556 7.69 1034 13.73 2.08 3.12 3.70 413 0.70 5.13 8 3.95 5.88 833 1153 15.91 2.42 3.03 3S7 4.Q5 4.49 4.88 9 4.11 G75 9.09 13.04 18.92 2.36 2.94 3.15 3.90 4.30 d.65 10 a29 667 10.0 15.00 2333 2.31 2.86 3.33 3.75 4.t2 4.44 �11 4.48 7.11 11.11 17.65 30.43 2.26 2.78 3.73 3.61 3.95 {26 12 4.69 7.69 1250 21.43 43.75 2.21 270 3.12 7.49 3.80 4.06 • ' pUMP SELECTION PROCEDURE A. Determine pump capacity: \Gravity Distribution END PERFORATION OF A PERFORATEO LATERAL 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of �,,,.�,�„ water use rate. Towen p�-'- 2. Maximum suggested for delivery to a drop box of a home system is 2,700 . ; .,.:.:,.:.... ... .....:.,.:;,,,;�::.: �'�,'Loy�r ol Gsol�atU�FaDrk(a lar- gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ;:`�'��s��e�,,,„ `y��N�y p Nron caend +^.,-+..,.• :��rrit�red raln pop�r) a e a IMlaolian D�Hhd Hor4onlollY Pressure Distribution • • ��e o wa �P 3. a. Select number of perforated laterals 3 '�;v��+ ,� N �b.� �z•�o Ee,. a'_Fldd Rxk• �.. • e� no�r tor.� b. Select perforation spacing= ? ft. � ' � '`P„i;;o;io�;',,�,,.a m c. Subtract 2 ft.from the rock layer length. c,p��„a„Y„ B°"°'"°'�'.�d ��-2 ft._ �'L ft. ory�no�son F.op�rq searin�a BNen Plackp Sond loya d. Determine the number of spaces between perforations. Length perf.spacing= �`L ft.+_�ft._�_spaces TABLE OF PERApRATION DISCHARGES W CPM e. �_spaces+1 =�i�perforallons/lateral ' f. Multiply perforaHons per lateral by number of laterals to Head Perforationdiameter(inches) get total number of perforations. , � ,�-� x `' ��= U'L perforations. �" �• 1.Oa 056 0.74 g �� X �y =3 L$Pm• 2 ob o.eo i.o�a w+� swT 2S 0.89 1.]7 SELECTED PUMP CAPACITY 3 � m 3.0 0.98 t.28 SP a.o iaa �.a� 5.0 126 1.65 B.Determine head requirements: 1. ElevaHon difference between um and int of dischar e. aUse lA foot of head for Trsfdentlal systemt. . P p � $ bUse 2.0 feet of head for other establishments '� feet . 2. If pumping to a pressure distribudon system,add five feet for pressure required at manifold � �`� feet 3. Frietion loss � 1'�Pe Ler►Bd► , a. Enter friction loss table with gpm and pipe diameter. Poinc of D'ucharge Read friction loss in feet per 100 feet from table. 10�.� F.L= 1•�o ft./100 ft of pipe Elevadon Difference b. Determine total pipe length from pump to discharge p„n,p �y,� point. Add 25 percent to pipe length for fitting loss,or use a fitting loss chart. Equivalent pipe F-18b lengih-1.25 rimes pipe length= �.5 inch 2.0 inch 3.0 inch � � 0 x 1.25=�.:� � feet gpm Fricdon 1«s per too n otp�Pe c. Calculate total friction loss by multiplying l0 0.69 0.20 friction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28 Total friction loss= I. (e x /3 F� +.100=�feet 14 1.28 0.38 4. Total head required is the sum of elevation difference, 16 1.63 0.48 s ial head r uirements,and total friction loss. 18 2.03 0.60 P� �1 20 2.47 0.73 0.11 ' ' 25 3J3 1.11 0.16 � � � + � + �z-- _30 _ ._5.23_.__ _ 1.55 0.23 (1) (2) (3c) 35 7.90 "�:if6'- 0.30 40 11.07 2.64 039 45 14.73 3.28 0.48 TOTAL HEAD �feet 50 • 3.99 0.58 55 4.76 0.70 60 5.60 0.82 C. Pump selection �1. A pump must be selected to deliver at least 31_gpm (Step A) with at least a�) feet of total head (Step B). ' • � i.,-1.i C�RTI,['iCnTIOI� ;! UU62'1 l�a�, c�f Soil 13orinq5 Locat.ion or Project Nancy Howle, 1540 Co.Rd.6 , Orono Borings made by �-P Testinq, Inc. Steve Schirmers Date �-21-93 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Iland X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in feet Surface elevation 99 •2 feet Surface elevation 100.6 � Topsoil dark brown loam` � Topsoil dark brown loam 0 - 10" 0 - 10" 1 - 1 - Brown clay loam 2 _ 10" - 2 ' -MOTTLED 2 ' 2 _ Brown clay loam Rusty olive brown clay loam 3 - 3 - 2 ' - 3-1/2 ' 10" - 3 ' 8"-MOTTLED 3 ' 8" Rusty olive brown Rusty olive brown clay 4 - loam 4 - 3 ' 8" - 4 � 2�� loam Rusty olive brown loam 3-1/2 ' - 5 ' 4 ' 2" - 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 feet of depth, present at feet of depth, hours •after boring . hours after boring. Not present ?� hole X Not present in hole X Mottled soil : Mottled soil : Observed at 2 � feet of depth. Observed at 3 ' 8" feet of depth. Not present in hole idot present in hole Comments : Comments : , • . L-1.1 C�RTII•'iC11`l'IOfJ ;I UU62�1 l�o�. :=, of Soil 13orinc�s Locat�on or Project Nancy Howle. 1540 Co.�:d.6 , Orono IIorings made by �-P Testinq, Inc . Steve Schirmers Date 7-21-93 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Iiand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number in in feet Surface elevation 99 .0 feet Surface elevation � Topsoil dark brown loam� � 0 - 6" 1 _ Brown clay loam 1 _ 6" - 1 ' 8"-MOTTLED 1' " Rusty olive brown clay loa 2 - 1 � 8�� _ 2 � 4�� 2 - 3 - 3 - Rusty olive brown loam 4 - 4 - 5 - 2 � 4�� _ 5 � 5 - 6 - � 6 - 7 - 7 - 8 - 8 - I End of boring at 5 ' feet. End of boring at fe�t. Standing water table : Standing water table: present at feet of depth, present at feet of depth, hours �after boring . hours after boring. Not present in hole X _ Not present in hole Mottled soil : Mottled soil : Observed at 1 � 8��feet of depth. Observed at feet of depth. Not present in hole Not present in hole Comments : Comments : ' CERT. #00627 . PERCOLATION TEST DATA SHEET ' S-P Testing, Inc. 7-22-93 1: 53 a.m. Percolation test readings made by on starting at_ p.m. ��,«� 1540 Co.Rd. 6 1 7-21— Test hole location , 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 - 10" Topsoil dark brown loam 10" - 12" Brown clay loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 7-21-93 4 :OOpm 12 Date and hour of initial water fillin,g� ,Depth of initial water filling inches above hole bottom Automatic siphon Method used to maintain at least 12 inches of water depth in hole for at least 4 hours 6 ,Maximum water depth above hole bottom during tesr inches Time Percolation �:ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch . 1:43 prefill 6 � 1:53 2 : 08 " 3-3/4 4.0 15 min 2: 13 2 : 28 " 3-1/2 4. 3 " " 2: 29 2:44 " 3-7/16 4. 4 " " Percolation rate = 4 - 2 minutes per inch. CERT. #00627 . PERCOLATION TEST DATA SHEET �� Percolation test readin s made b S—P Testinq. Inc. on 7-22-93 a.m. � y starting ar 1: 5 4 �� rm�.� Test hole locatio� 15 4 0 Co.Rd. 6 ,Hole number 2 , Date hole was prepared �-21-9 3 Depth of hole botrom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 - 10° Topsoil dark brown loam 10" - 12" Brown clay loam Method of scratching sidewall Kni f e 2 Depth of gravel in bottom of hole inches 7-21-9 3 � •�0 m. . 12 Date and hour of initial water filling , ept �imt�al water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automati C s iphon ,Maximum water depth above hole bottom during tes� 6 inches, � Time Percolation ':ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • 1: 43 prefill 6 1: 54 2: 09 " 5-1/2 2. 7 15 min 2: 12 2 : 2 7 " " " �� 2: 30 2: 45 " " " ° �� Percolation rate = 2 ' � minutes per inch. CERT. �00627 . PERCOLATION TEST DATA SHEET � S-P Testing, Inc. 7-22-93 1: 55 a.m. Percolation test readings made by on starting ac � 1540 Co.Rd. 6 �ea«, Test hole location ,Hole number 3 , Date hole was prepared �-21-9 3 Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 - 6" Topsoil dark brown loam 6" - 12" Brown clay loam Method of scratching sidewall Kni f e 2 Depth of gravel in bottom of hole inches 7-21-93 4 : 00pm 12 Date and hour of initial water fillin,g ,Depth oi initial w�ater filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automati c s iphon 6 ,Maximum water depth above hole bottom during tesr inches . Time Percolation ':ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch ' 1• 43 refill 6 1:55 2: 10 " 2• 11 2• 26 " " " „ " 2• 31 2• 6 " " " „ " Percolation rate = 6�9 minutes per inch. PERFORA?ED LOAMY SANO CAP LAYER OF GEOTEXTI�E LATERALS FABRIG PERFORATED LATERAL i ,�'r'.`.,: -- ' " �`' ' '""'" • GRA55 COVER 6 INCHES LOAM �: � .. � ^„ •�n." .'�•_i.;.:.. TOPSO{L . SANDY 501� ' ••'• •� ' ',..�:::�-:; •• • ! � . '�'� :LEAN SAND FILL _ .: � � F,� ,� . � /• /Y . � ��:�!;�:� .. � +., NAXIMUM SLOPE—� �i' :• 'i/�� ;,':'' 3 TO I LAYER OF GEOTEXTILEF �/' � " C�EAN RaK a' FABRIC OR �-fNH-IEg-�0 •..'`;.. � ' f�y'� y� f ,,� .�. TOPSO�L PIOWED OR 3/o TO 2'/Z INCHES %SIOPE �'' f , / ��' DiSKED SURFACE , SU850�1. i Y ,.r�� ./'" •'.%i''/�i / z�'� � CROSS SECTION A-A I / OR 2� .r_,s� %r; ' � � PIPE �ROM PUMP� �`;•� �� i:/ i: ` � '� .l /�/ ''; -J-' i � ' ,� i , t P�PE FROM 3 � �:� ' /�/�' � ,� ,� VUMPING CHAMBER /9'-2/1� ...��- .�� .� CIEAN ROCK �•� ,.� '�y� � DIVERSION FQR � �� ' ;• � ,/%� , ,�► /� J� SURFACE wATER _� w ' , � ; :; 6" TOPSOIL� % �� /� /' � -_ o �� ,''.:'� 'f. � /,/� �f � - _,�,..�.�,►:�:,��. ,''s ,�, ,� ,,/�� +,�'j� - �' rj, � h!'�; ` ,/ 3 - PERFOR4TED ; � I ��`�� --•:� �.,��-J'�/ /� (I�ax � LATERAlS ' ' � _+ �► ' � .- +. t if' , ; I :: , �,L.�t� �. , . �•i�,: _ , i _ /'��`� � ..f ,2':- .. , . ,-;;,. _ I � - •:C . �Op�� -``. .;�. ':'`•;,::�•.::;M?�:'�� . S4No QN , �^_ �� ,,.. . ,,.. � ' � _ - ��, 3 "•a,�,:�;i:t:.�:;:,,. � F�l� S�p`. 116•' ``�,� '`.�?{i;~ 8ED AREA � � � � I Z 9RpkENAYER ..�_ ;�'"'`==: . _ � '--- �i � � :_ � .;� , . UP .;•��.�^ ~�... o . N � � v+ � v+ ; � w a Ba�RQFRR lA1'E r � _ — — I , ? ' ? i I _ m R - � ; o ; o ,1� �._ _ INCNES I��#� � � INCHES �_ LAYOUT Of PERFORATEO PIPE IATERALS FOR = � � ; ; I PRESSURE DISTRIBUTION IN MOUNO -- ' � � _. . L.— _ —'—I � 10 FEET�_p�KE � _ D�KE -- Max. �PERFORATED PIASTIC PIPE -. ;� TOTAL W IOTH p�1N� - .`. , �� PERFORATIONS SPACED 36' -�R�ORA��ON SP � � � � I I ' :I � 1 , END S,tECE�N�T�ERB.EP�6FORA� i6 � ( s '� � Pf PLAN vlEw VIEW oR y�''�y , •-- 2�MANtFOLD END PERFORATION OF A PERFORATED LATERA� /—''� �• PIPf. . / /�' / � ,�rj �-Grou Coret PEQfpRATIONS ON BOTTOM OF • � �-----�r---`- PLASTIC P1PE '�� i� .t , y . Tov.ou a�'' '�is� }'�''�-��_�� , r- �• � � . Loya ol Gw��■�U�FoE�ic hr�a+- / '�lA(.TERNATE LOCATION u��y~ !wmrn0-�ain-yay�l—�� or v�PE FROM PUM►'1 --P��la uon DrJIeJ Fbrfiomolly // � .�Nw C p ►Mw Top END CAP 90� v'/i Plus• , _�,,.—A� lw�� 12'�o Eop� p� o n FIHd Rock , ol RocM Lay�r LA�ER , .• � ... -v�r�ao��w,.Loco�.a n� � FppAlE� 2'PIPE FROM u�on sd.a �r.. eo��«,� o� �a�.,o� �� . �� ER PUMPING CMAM6ER • ' � -""."v, � ,CFN6fN ' a�ohai sou ►.on••i� s�u�e a.��,. �..�:�., �,...,�,. � r . � • - r-x REow000, cEoq� o� WATER TIGIIT E3� LOCKABLE ELECTRIC BOX—� TREATED POST (4 x 4 min) ' PLUGS OR ELECTRIC CONNEC710NS- - l-INSIDE BOX�C CONNEC710NS MADE 2" PVC CONDUIT SCHEDULE 80 -`- MANF!�:�t_E COVER CHAINED 9� LOCKED 6�SP.� �OOP OF POWER CORD FOR SETTLEMENT SEALED MANNOLE RINGS-- .FINA� GRAOE , \ , � . �"�� AT IEAST 12� ' '� �� BEIOW GRl1DE � WIRE FROM POWER SUPPLY --� - ' PIPE IS IAID ON A UNIFORM SIOPE FROM � /f� . FOR PROPER ORAINBACK IL TREATMENT MEA SEALED TANK COVER ��NONETOTGET E EVATION FOR ORAINBACK, PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST DE USEO WITli ANCHOR---�� — yyEEP HOLE ALARM FLOAT ON SEPARATE ELECTRICAI. CIRCUIT—• 1 N07E5� EIECTRICAI WIRE FROM POWER SUPPIY ._.STAR7_�EV�fl__;�� _ _ MUST NOT RUN OVER ANY 7ANKS 8UT MUST 8E IAID BESIOE 0T1IER TANKS 3 �. AND MUST BE PL�CED IN CONDUIT ALONG POST SNUT-OFF_I�EVE�Q_ _ __ _ EIECTRICAL CORDS FROM PUMP AND FlOATS MUST 8E Rl1N TNROUGH PUMP CUNTROI FLOAT- - CONI�ACT. W�RFS CANNOT HAVE GROUND �� . r�s��o F-K . METAL COVER . y _� �� r _�. '�; �� "• .k ,/ ' _ %� � I� � - r , . � r _v:,. ; I •r_, t: 1 ''�'. 1 � I i I � Y I _ i �Y�. v � .�14:T<r:'t_�` � I CONCRETE �,�� MANHO�E � RING METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Fiburc C-14 . , . . . , . VERTICAL SIDEWAL� SEPTIC TANK /-FINISHED GRADE "- 11T LEAST 6"TO 12" SOIL l►T LEAST �.. 4" DIA. GOVER 4.. DIA.-� MItJI �AT L�cAST I" � AT LEAST I" i_. — - , .. �- 1— '�-. ._--�'- T� —�- � � L\ OIMENSIONS FON TANKS WITH VERTICAL_SIDES A ' - - _� WIOTH„W 24" MINIMUM _. -- —� LENGTH, L 2 TO 3 TIMES TNE WIdTH B DIAME7ER GO' MINIMUNI __ ___ , � DE('THyO _ 30__MINIMUM; 78_MAX�MUM _.._ C AT LEAST —n . _0.2 � � .. ._ - � 3 _B ._ 6" MINIMUM� 0.2 0 MAXIMUM _ 6" C 04 D — - -AT lEl15T 4 FEET - -- � '��' "-'^ r+u�rs : 1. SNIIINIYIECS�11fASI�NIUICSW(11/�Mflitl • AWxKf�EOWE1LSrU�IItFLOfJ��E0wi/nt+��wG�f3. 7 l�lCflF:�INI UCCKK CM11A(71t MNIIIplC5.70'I�ACf K 1�E��K7lElIYMI�NMXNC1iESOF l�ICSIJn�[:E (nA1f.1/SKN1Nlll(KAI(I1VW1�1111611E1(X�KIINM 1�[IXrik111A1811E5ECU[D10MEVCf1�PCGCS4. wKIA. 6 ,rr�►v��Rl►�UqINtEaIwFEncHuO�raE��rf.iv+U �. N+��til•CCIKWI'v'FO�A�IEAYI�wI'nC9M�WElE�1 NFN��IPO►11WONllf.9MLl11EMp1E5411Yw{WC145 p��µu�101ES�w.InFlOCnIEDcrvEnDOI►11�4MaEi OnNU�tA�/�NN�t��E3. N1f/ClUll[IUCVKLS1/1ECk1JIE11l�CCY11rMKl'kC11J11 t f0�11q1�1(JNIKCYIt/(1fbCJV1NJNSO�MCe1f.KX1A�90.�50 � I•�fq S S11K1 tK 11 iC RMf AS 111[C[Nll f111Nf(lf IHf ANA OIM N4KM1 C I,i 0.1lA. � ON(IEO�YNwCSd15N11iN1r1[ES�IIWu)wy'kCIK1N � 1'1•C�M.�I Pi IOCAIIuI!IYrffN 1�IE�NEI IW1fM111Fi nHncs - - . � PENCII. . MARKS .a , � �H� E �� `� ,;;' ,� �'/ Y � . :; INLET '' SCUM �_ �� OUTI.ET � ' 'I �'r;��OUT�ET I.EVEI.• .j�33,�, '�?' .�� Y i' —• ----�' -- �. � •� —.._ SCUM CLEAR SPACE- 7 , �,EAN OUT TANIC WMEN� � i; — — -- _.. �� _ � -�- 'X1 IS 3' OR LESS OR . - _ _ '-_ — _ �� 8"IS 12'OR LESS � ,':`t :�•. __. . . ;:.:t, .� Yi °,•,�..::• . : '� •� ,�; BLACK COIAR '1� ' '•�'�' �• � DISTINGUISNES SLUDGE �+`�!�� SLUDGE '� LAY� FROM LIOUID �N'J::� �;.! .. . . .. •', r .�+ ,:� ••: . .. i�,.. .��; . .,Si, .W., MEASURE SCUM AND SLUDGE ACCUMULATIONS I N THE SEPTIC TANK " DATE TIME CITY OF ORONO CALLED IN 9 `�'Q� INSPECTION NOTICE �/j�3 SCHEDULED � �3 a : PERMIT NO. 'r COMPLETED �,_ ADDRESS /��fG Ce � �o OWNER CONTR. � � Q �n �i-w TELEPHONE NO. �7l – �l�� DESCRIPTION � 01 FOOTING 11 MECHAN AL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADING/FILLING y 03 INSULATION 2M25 WOOD BURNER/FIREPLACE 19 LAKESHORENHETLANDS O 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 SE OK-UP O6 PROGRESS � 07 UEMO—FINAL 27 21 COMPLAINT i 09 PLUMBING RI 15 SEPTIC I 22 FOLLOW-UP v 10 PLUMBING FINAL 2 � OWNERICONTRACTOR TO MEET YOU: YES_NO � � � COMMENTS: �— W a � � O � � O � W � Q � 2 W � W � � � �GVORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W�O CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOYERING 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.473-7357 OwnerlContractor Inspector. WhNe CopyAnspector's Fik Canary CopylSits NWice DATE TIME CITY OF ORONO CALLED IN 9�-5�� INSPECTION NOT`I� SCHEDULED / �"i3 %�G?G� PERMIT NO. -�7�-'' COMPLETED ' ADDRESS �-5`1�Q � - t- • � � OWNER ^ e� CONTR. . � TELEPHONE NO. � 7/�' D �S � � DESCRIPTION /�'�rZ� �i�-P � 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS Q = 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETITURN QN 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT � 09 PLUMBING RI SEPTIC INS . 22 FOLLOW-UP J 10 PLUMBING FINAL -233�PT � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS:�/D�X�I� ,�1�'"1C �i7�' a — ��'��' ,�' � J O � � O � W � Q � Z W � W � j d W��GVORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ; pHOTO TAKEN INSPECTOR WILL RETURN \ ❑STOP ORDER POSTED.CA�L INSPECTOR ^ CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor si : � Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN � �J� INSPECTION NOTICE,r � SCHEDULED /7 S- .�� PERMIT NO. .� �� COMPLETED ' ADDRESS � C' '� '� OWNER CONTR. ' .-�t� ��N TELEPHONE NO. � � � ' ��5� � DESCRIPTION � �� Ot FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING y 03 INSULATION 24125 WOOD BURNER/FIREP�ACE 19 LAKESHOREIWETLANDS O Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET(fURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS v 07 DEMO—FINAL MAINT. 21 COMPLAINT = 09 PLUMBING RI INSTALL. , 22 FOLLOW-UP v 10 PLUMBING FINAL 23 SEPTIC AL � OWNER/CONTRACTOR TO MEET YOU: YES_NO � COMMENTS: T GT —� W a � o — d � �. � — � 0 � W � Q � Z W � W � j W� fd WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W�❑CORRECT WORK&PROCEED f7 ISSUE CERTIFICATE OF OCCUPANCY O C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance.473-7357 OwnerlContractor Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE s��3 SCHEOULED � PERMIT NO. co PLETED ADDRESS ��C� SI�C. -� 3'� OWNER CONTR. �J) r� �� TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FlREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI EPTIC FI 35 HARD COVER REMOVAL 10 PLUMBING FINAL ` �� 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEEf YOU:_YES_(�IVO ��,, COMMENTS: �' l� �— d�� a " - z° � � � O >. � O � W � Q � Z W � W � � d ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE w � ❑CORRECT WORK 8�PROCEED O ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTiON TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p 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 OwnerlContractor �te Inspector. White Copyllnspecto�'s File Canary CopylSite Notice