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Home My WebLink About1993-004974 - septic - replace existing � � r , - - - - - -- PERMIT CITY OF ORONO PERMIT TYPE: �1.3_c35"Brown Rd. South • P.O. Box 66 �='��' " �'� !.`'�' , Permit Number. �:;r;;��?�, Crystal Bay, Minnesota 55323 Date Issued: i;;�;f;�:�,;�=;::; (612) 473-7357 � SITE ADDRESS: ,:i:a•.�� F��i:� _�T i�� ' . T . �u . . �:.j.-1 1 %—��-:—.�.:_:_..�:)i;�)�=� DESCRIPTION: _.E.�;,'�j' _:{ j;;;r.;i'.c=,t' �`r�i"s`311 �. f E C:�t� ��ivF�,_�) :;�ir�_�;=i f �•ii`J�':, - � ' i i•- T in —�r�� :`1''Li�!_�� :..?_ =��i��'�� =+�4�'i' L? :4;_t�_�l� �_•t`�. ! ,.. -T T'v i tC %r=sii!!3 . 1:y 1 / L't V11L�7TL• . �.l.7'R�44 LI�1L•L •.�'T t dr�3i7i}f�s� 't .L r!1 J�JLr�.�1lL V ft f!'t 1 LA? �it %4it , L't VLlt ._�L'allV j':i:Si}i t�i�!!} i: .s c::ccvvvvv n r t 1 �C;d �='t V1 VL1f i'V T' i.•Ci t'�Ll�i'�� t .1 L•lIL41 tL i'V�JY tl�'^L 1��_'�l.t:�iA!j, �4't�i! !1l...L•L1t ! f tfC7tT!-t 1 L'L' Tfi.+ut�TVL� LrVVl l�V+i lTl�"YL REMARKS: p �'��'�;'�. ;,,�-_�,,'�: T�Yt�uTJV 4VL�1 �L�1 !iJ•L:�i L�i..f�L�tL:'I�v� FEE SUMMARY: � �� f f'.�{�.i± � F�{� , ..•�} . _�S_: ��_�_��ai °=;ts 1^r�-��!i`:�„ �i�!T..�3 �N F! `,'S3 L11 i , 'i!_3 CONTRACTOR• — ��:�_� � �=�?��'- — ��I�E�: �;i T":E!=� �_:��rav.r•-��r�;;� ��.~?�i�,�.°� �-� _;�:_;s�� 44�I� ;'i�'�? '�E�;t��:►hl �: �,��:.�� F�=ik °:;T F;�u;�•��':F�i�+�;i� i•�tl! =S'��:'=; +,��`v��t�i;s r�i;1� ,�:;°��. . ... �._.. . :�;.-. _. _ _=� r�•� ;,-- :�.•�.,. .,.,s ti. ��W.�_r.,•,r ,L:' i 3�+"'•' `j -t. 'Ct :�- _. -.! �r�G��.;� 't��"i.i"` - �.i� _ - � . i r-;_. 1_'. .:.�e.��i.,-��_'s�`��i,=-i.% _,.��t�^,r�i �`.:..k•�!•°---. �`.- �''1�-,=':'��,:- _ ,%��;I � E..� ��€i�'��.� : ri;_ ;it=.!=-i�.. T .t ,:�_j. r: :�.?=a � �_. f� ..'3"•!_'�_e_ `i',"x t_•.. ' _ fY: ' ' t 'f!� ! '� E : �. ' : _`'�:E��i� i�� :l!'�!�' ��::t�__�_�_� s :_ .ai_I �i�--':_ ,:�'�_1i';t��. �"-�1 ��i�:!�_� '_i�l��t``�=�;��;(:,_ i'r i M;� s�'•__ ..:''t"i`T i_�;_ i 7{-ii .E_:� i ; :!�*`�}l ;yS:�c('�i' - .��; - l,,. i'� iti .,�'!::; !a rt ;�-,_•:�i ! . � � . ..... � , , _.i-'.-: :-;f u__ �_� % . . . _.. .. :�. �'`_._.. _. . .•t _��.�i..;j,�'y��i ?_!~li)� .`'.�t�'t_ I .i�'.,f'?t_!�4 i � .. _. _. _. �. . .___. . � i��;// �\ � _.. �'�`/''�� - APPLICANT%PERMITEE SIGNATURE ISSUED BY:SIGNATURE A�PLICATION FOR SEPTIC SYSTEM PERMIT CITY OF ORONO Box 66 (1335 So Brown Rd) Crystal Bay, MN 55323 ****#*******t#****t**tt**fft�ft*****t#t**tt***�*f*#**tt�t******t�*****f��** General Instructions : 1. You may a_�� 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 val.id until you receive a permit card. 3. Work must not begin unless the permit card is available on the job site. 4 . Permits wil. l be issued only to contractors holding a City of Orono Septic System Install.er' 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 p lacement ( 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 reguired) components are f unctional and compl.y with codes. 7. Individual holding MPCA Installer Certificate shal 1 be present during installation. 24-hour notice is required f or all inspections. ****t*#********��****�*f#*��*#�*�**t**��**#*t****�**�*ftf*#*******�**�***** JOB� SITE ADDRESS: � � � �� ,� -��- Occupancy Type: Residential � Commercial Other Owner' s Name: ,��,-��--� ��-L Phone: Mailing Address : ��- 7 � �� ,� City:��'�-�� Zip: Septic Contractor' s Name: ��-��,� ��C-�C- /��i Bus. Phone: 77 � �-� �—� Mailing Address : ��/; ��.u�� City: /��,��--� Zip:�� ***ytirf*it�t*�t*�r�r�r*:t:�***yrf�t*t�r�t:t*�r�t�r�riryr*f:�r*�tir�*�*�ttt�r tir**�*t*�t**itit**yt�tit - over - � d I/Y'_ . �--�� _- ,� � '�- f--�--, � � ��-��----- �� . . >EPTIC SYSTEM PF.RMIT APPI�ICA�`ON - 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 PAYMLNT WITH THIS APPLICATION b*�****�tt�*t*****f�t*******�*****�***#*******�**�**�**#***�f****�***f***## �OTE: Applicant must initial alI spaces. Fill in all appropriate blanks, check all appropriate boxes. , Initial �� 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 Othe��ufacture /L•-C�� ,�. � � ��-� Tank Capacities : 1 ) ��gal. 2 ) ��g 1. 3 ) cral. B. Pump Station (if required) Pump make & model (attach pump curve & literature) ; system design requires gpm at f eet of head. High water alarm make & model Outside electrical work to be completed by _installer electrician other Inside eiectrical work must be completed by electrician. • C. Treatment System: � Tren che s: � (i� s.f. Mound Depth of rock below pipe / Z " Rock bed dimensions 'x ' Gf Drop Boxes - Sand bed dimensions ' x ' Distribution Box Pressure Dist. Pipe Diam. " Manifold Pipe Diam. " D. Final Cover/Topsoil to be: borrowed from site (show location on site plan) trucked in f#***�##*�*�**t�*****t�*****�**#********��r�***t*�*�f**t�**f*******t*****�** ':'he undersigned hereby applies to the City of Orono f or 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 :�f Minnesota, and certifies that all statements made on this application are compiete, true and correct. � _ 3ignature of Applicant: �iG�� Date: � C.� i �� _iPCA Certification No. : � c� � � 4 , CITY OF ORONO Permit # - SSPTIC SYSTEM APPROVAL Fee $ Entered By The General Contractor wil 1 be given a copy of this report and is responsible for its distribution to all snb-contractors. SEPTIC SYSTEM DESIGN IS N�T CONSIDERED AS A.PPROVED IINLBSS THIS SHEET IS ATTACHED. LOCATI ON: ��o�'J � �/• (',��RA� CONTRACTOR: pH��' S$PTIC CONTRACTOR: pH��' oWNER: �y�'O �� PHONE: —r ❑ APPROVED �CONDITIONALLY APPROVED: (Note Changes Below) i / r P � Pc- ,�',� (.�,�'?(� '�7' COMMENTS: ✓ 1 � 1�P � P , J _..� � ..nd � yl�'I1 ' � � �'� � �S � � AOTICS TO INSTA2�LSRS: Any chan ges to the apnroved plans and specs must have prior anDrovai oi the Inspector (473-7357). Call for inspections 2a hours in advance. NOTICB TO GBNSRAL COATRACTORSs Primary and alternate drainfield sites MIIST be protected prior to and after system instaliation to avoid compaction of the natural soil. Ay; LRAi�Ig�ffi,D ARE�S MLST BS FE!�� O� prior to buildina site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified that primary and alternate sites are adequatel.y protected. FO VSHICIILAR TRAFFIC OF AHY 1CIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. This app3.ies to the Iot you are working on and all adjacent lots. You could be held liable for damaging sites on neighboring lots. VSHICULAR TRAFFIC CAF CBIISB SOIZ C�2iPACTIOH, RBADSRIHG DRAINFIEZD SITSS IIHIISgBL$. Evidence of traf£ic on drainfield sites may be cause for revocation of building permits. Damaged alternate sites must be replaced before a Certificate of Occupancy wi13. be issued. �� !_� _ ,_.�.7 �� Date �prove�c By ty of Orono ��Y' O` V �'�, ��0 :.,, 0�� ( �-��-�_._ �� CITY of ORONO � �a � ��,� �� ' � �� ; � . �,,j Ytunicipal Offices `�'C� ` 1 �^"'. �'�'��.� O~�i� Mailin Address: ,� ��,,;�� ,� ,� Street Address: g 'kESII�� ' 2750 Kelley Parkway �.0. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 November 12, 1993 � � ' �L - j�ave_PerersE�-�-_ ]� 1��'�'� ._ 625 Fox Street �, G�—�- �� %�� Wayzata, ��L ,�.Cy.� �-� RE: Approval of Septic System '( - � � Dear Mr. Peterson: This letter is to confirm the City of Orono's position regarding your recently constructed septic system. The system consists of septic tanks and a shallow trench drainfield with a curtain drain, all located generally in the front yard. Soil borings performed by S-P Testing, Inc. indicated that soil mottling (an indicator of seasonal water table) was encountered at a depth of less than 4' and a mound treatment system would normally have been required at the site. However, no area on the site met the required 20' drainfield setback or had a slope suitable for a mound. Therefore, the Inspection Department allowed the installation of a shallow trench system with a curtain drain around the uphill perimeter to intercept and eliminate any seasonal ground water that may occur in the area of the drainfield. With this curtain drain in place, this system as built is considered by the City of Orono as a conforming system, meeting the code requirements for separation from the seasonal water table. Sincerely, `�.ce�2� / ' �`6�/,�`-�-" �,u�) Michael P. Gaffron Assistant Planning & Zoning Administrator MPG/lsv cc: Jeanne A. Mabusth, Building & Zoning Administrator Stephen Weckman, On-Site Systems Manager Telephone (612) 473-7357 • FAX 473-0510 ,,-0-,,� ,� �� O; ,` O�\ �� -�� CITY of ORONO t,, �!'��:�� .: � � �`6 �'� Cti Municipal Offices ��.L��`�,;�1��'f�' G~ Street Adtlress: Mailing Address: 9kE8H04'�/ 2750 Kelley Parkway P.O. Box 66 ��_=__-=�� Orono, MN 55356 Crystal Bay, MN 55323-0066 November 16, 1993 Dave Peterson 2625 Fox Street Wayzata, MN 55391 RE: Approval of Septic System Dear Mr. Peterson: I This letter is to confirm the City of Orono's position regarding your recently constructed septic system. The system consists of septic tanks and a shallow trench drainfield with a curtain drain, all located generally in the front yard. Soil borings performed by S-P Testing, Inc. indicated that soil mottling (an indicator of seasonal water table) was encountered at a depth of less than 4' and a mound treatment system would normally have been required at the site. However, no area on the site with slope suitable for a mound met the required well-to-drainfield setback. Tlierefore, the Inspection Department allowed the installation of a shallow trench system with a curtain drain around the uphill perimeter to intercept and eliminate any seasonal ground water that may occur in the area of the drainfield. With this curtain drain in place, this system as built is considered by the City of Orono as a conforming system, meeting the code requirements for separation from the seasonal water table. Sincerely, �� ,/� � /�G� ��;� "_.,_"'--`. � Michael P. Gaf�ron Assistant Planning & Zoning Administrator MPG/lsv cc: Jeanne A. 1�labusth, Building & Zoning Administrator Stephen Weckman, On-Site Systems Manager Telephone (612) 473-7357 • FAX 473-0510 S-P �TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 June 12 , 1992 Dave Peterson 2625 Fox Street Orono, Henn. Co. , MN This On-Site Sewage Treatment System is Designed for a Type 1, three bedroom home in accordance with the tilinnesota Pollution Control Agency Chapter 7080 and local ordinances . This site has an existing failing system with suface discharge. A site evaluation was completed with soil borings indicating a seasonally high water table from 12" to 46" deep. To adequately treat septic effluent, a Pressurized �4ound System would need to be installed. This site has slopes greater than 6$ up to 20� . City Codes require a mound to be located on slopes of 6$ or less . State code will allow greater slope but this will require area greater than what is available on this site . The on]y system that will meet codes would be holding tanks with the effluent hauled off site. At todays prices this will cost approx. $3600 . 00 to $4000 . 00/year with low water use facilities installed throughout the house. A request for an alternative system is needed. A Class 1 Aerobics Treatment system, Multi-Flo Wastewater Treatment System is available with shallow trenches 18" deep. The system requires to be serviced 2 times a year. A 2 year service contract comes with the purchase of the unit. After the 2 year period, the Home Owner will be required to carry a service contract at a cost of $100 . 00/yr. (1992 ' s price) with a report to the City, MPCA, Multi-Flo & the Home Owner. The Multi-Flo unit will be Model FTBO .b . These systems treat the BOD & TSS with a removal of 96$ to 98� & Virus removal is greater than 99$ . To install the Multi-Flo unit a lift pump will be needed in th� lower level to keep the tanks shallow. A 500 to 750 gallon septic tank will need to be installed as a trash trap ahead of the unit. An area east of the house is to be protected for future use. This would be a mound system for approx. 200 gal/day which is approx. 50� reduction in water use. If this site is used, the well will need to be relocated. All neighboring wells are located greater than 100 ' away from the proposed treatment area & 50 ' away on this site. CONT ' D . � • Dave Peterson 2625 Fox Street 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. 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. Additives must not be used, • they may cause harmful damage to your septic system. Recommend to pump your tank every year if you have 1 tank & every 2 years if there are 2 tanks . .�• �� Steven $: Schirmers nS SBS/ds � > � � � � � � c z _r u � � � � � � ' d � � � i ` �1 �° � � o t � `''�� '` � \ x J 1`� �' � R Y � U� � � � t � �- "\ ` � C � � � � o � — � � �� A� � � � y�� ►L r F � C � r1t � ^ � ° � � '/ -r� � 1' d � i +r' ` � � (0 � �� 1 N � � c, i� b f t o s 3 �L * '� C N'� � � F � � '} .� F �- (� v„ `� 4 f ` `� � jP r � t` � � �. � e�' �t C = n �. 'f; a� p � t/ � 7 j � � � � a ► � � -Lrt+ � �A �. � - o A � p�o � o -� F � �+ s a . . � � ; � o �., • 'g' + r � �� -- � � 7 � � 3 � - � 4 � � i ?+ r. � r � `, ,, N -� ,. , OUTLET TO NOTES ' � TRENCH , I. ALL PIPES OTHER THAN PRESSURE PIPE SHOULD BE AT LEAST 4 — INCH DIAMETER. � �� SUPPLY LINE 2. ELEVATION OF INLET AND SUPPLY LINE TO TO NEXT NEXT DROP 80X MAY 8E ADJUSTED UP OR ° DROP BOX DOWN FOR DESIRED EFFLUENT LEVEL IN e TRENCH. ' � 3. SUGGESTED TRENCH LIQUID LEVEL IS 'AT — TOP OF OUTLET PIPES. e 4. INVERT OF PIPE FROM PUMP MUST BE AT � ' ' � LEAST TWO INCHES HIGHER THAN INVERT OF � � SUPPLY PIPE TO NEXT DROP BOX. OUTLET TO TREIVCH 5. TRENCHES MAY OUTLET ONE SIDE OR 1 BOTH SiDES OF DROP BOX. r , „ �— SUPPLY , , � LINE � ; SUPPLY � � � � ;- � -- --�_ � c_ '�; ; � � , LI NE � '; � � � -- i � � � I L_�__ - -�-- - -}- - � i , � � i r I I I i ( I I � I � � I J i I �-. -1- _ i � I I - t � � � � � ; ; OUTLETS � � � ' OUTLET TO � � ' � TO TRENCH � ; ; � �--- — �— ' � �----�— —�-- � TRENCH . —, T- - - � � � � , , i �/2�� OR 2�� P�LAS�IC -- PIPE FROM PUM�' FIIVISHED GRADE � AT „LEAST 6" TO 12" SOIL �OVER AT LEAST ' �� 4 DIA. 4 DIA. MIN AT LEAST I" ` � AT LEAST I" d :. :.t = �� ' :a� _. a • � � � � �.1 A DIMENSIONS FOR TANKS WITH VERTICAL SIDES A � WIDTH W 24" MINIMUM ---�-- �� LENGTH L 2 TO 3 TIMES THE WIDTH B DIAMETER 60" MINIMUM � DEPTH, D 30" MINIMUMi 78" MAXIMUM C A 0.2 D ° AT LEAST B 6" MINIMUM; O.� D MAXIMUM �� 3�� C 0.4 D 6 J AT LEAST 4 FEET � NOTES: 1. SANI'I'ARY TEES AT LEAST 4 iNCHES 7N DIAttETGR 4. MANIIn1.0 COVRRS SIIALt. BE 1.00ATGD WTTHIN a MAY B@ USED IN PLACE OF BAFFI.ES. 12 INCIII:S I3UT NO CLOSER TFiAN 6 INCNES 2. TtIERE S}IALL BE ONE OR MORE MANFI(1L�S� 20" BELOW FINISIIGD CRADE AND COVERED WiTN AT , I.EAST DTMCNSION AIJD I.00ATED WIT11iN 6 rrrsT LI.AST 6 INClIIsS OF i:AR'I'll. OF AI.L TANK 61AI.LS. 5. ;I.PARATI(lN i)ISTANCE BCTIJEEN END Or INLG1' 3. AN INSPECTION PIPE OF AT I.i:AST 4 INCNT:S PIP1. ANn NI:AREST PnIN'f ON RAFFLE SIIAI,L BE DIAMGTER OR A i1ANHOLC SlIAI.L NE i3OCATEll N� LI.SS TIIAN 6 INCIIES OR NO MORE '1'IiAN 12 OVER BOTII THE INI.F.T AND OUTLCT 1)EVICES. INCUES. + 1'HE CENTER LINE OF TIIE INSPf;CTT�N PIPES 6. �OR 11(1RTZ(1NTAL CYI.IND�ICAL TANKS �INENSiON � SIIAI.L BE THE SAME AS THE CEN'Pf:R LINC OF A IS O.15D AM) DIMGNSION C IS 0.35D. TIIE RAFFI,E OPENINCS OR SANI'TARY TEES. ...' .. . ..f .: � . .'.e'• •:1 �":I.� � — DIVERSION FOR SURFACE WATER GRASS COVER ; = �: . . � 12��— � 8�� AM u SOIL BACKFILL OVER � _��% w AREA - , �-- -` � `��-- -- —___ — —. ti - _ ` � �e 1� �of ri�%�� __._ � — – - , - . �a ol '_,— �„ . 0 5-�— � 6��—2 � � � � �>, -�.1� --�y/. - _ _.; � i',°;°'� ��.��1 ` 1— � DRAINFIELD � � �%� — �— '�" �z- ;ti< <s �, � ,�, TRENCHES oF roc..K w,�� / d��f.;b +;e�. P�p� r � y/ \ \. � j F46r,�� K.�aATQLE,A ST�ID , ; _' '�' I p 3 "'`�-x � �� ,ow OP,IG�NAL y � INTERCEPTOR �s''��- wPs�o,�� GROUND �___ I__ __ DRAIN TO s�'�� o� t,�,��, SURFACE REMOVE EXCESS _ ______ SOIL WATER �- - - -- --_ ___ ____ -- , SOIL TREATMENT UNIT USING SHALLOW TRENCHES AND INTERCEPTOR DRAIN • • \\ ��1 — �� 1'�� , `��v��.1 .. } 1 . � r _ � �� i� `F � �; 1 �'� r � � _e �� (•.�a �.,.�v � .,'� ,;� \ -- ' `-'--�.� , ��' V A�� r,V -•'�- �._ � � ` � � .::� ,--. C\ ��.. �.��*, n�J �W � t y `J --;";7 � _____p�'4��G N. �•G 4=�'S_-ti t� 1 �j `' ` ..•~ ,r� `�0 � =` - �. � �(�`�`....,y ' . i-�._ ��-'H- � �. �' � � c` �S4 s� • � -`' �` '--� �j,... +� j — ) � JC- --_.."'-....___._ x-_f4.:}A��r _� _— 1 �� ' �L, . �-_ i r F • �E1F�` t� ��.."` � `�j _ t�� -� � vy�N'�1 �L.6ct1 UJ A's'l`'�. ` � ,� ��v.r��'r-��!a /� w�--t� �i -<'g{ Crt'��,�t��t"_ ' �'_.J ��h'R �1.,,� �-1'��A�/`'f �G'�-��'Pv►'ti�+l T G=�F � < -TY�tt' - ' S`•`='•` n; ,c sti , p� -(N'� 4��F'OS�,� -tfZ��C"vvti��T '� +�i o �_,` " �R�1-F S�'G"�q t'L�- �k-/�'4�C"'�� LD 1-F��-�'�-�CiP.: /� �� ., �� (^\ ., � f'�c ��;�.. •,: ��+A L -t�c t,-S w:s;-�.,- i '�� ja(��\ :; � `/ `/� �'°`O�� A'�t-14 Cr i�l 5c..f-r uJ J 3� W�oc. - - . � � � � �oo.? �,i �'G►.t[..1� c'S a� C� �t r�['f. - - �\ ° _ � -=T' � ' j �iox,`1 t v; + . . i r � � � a � �i.ti � 4-�� 3 ,�"ti, 6 � , � \ • tr- E�.rJ � \ � � '�'� "FF�� ,�.c,�?� '�•� � _ 4 uly w i ' ��srC�t'� r t � � x_:. � �-��s-�1►:�V `C�ki-e�- � -- � ,..�c us� � '� �`, -' N i � .q = ..P�.tmQ '^ �r ' t t' �I r�a�� f � � � _ �t �� v�� : �Co�' .��- �x�s-��L � 4� Ylt.... Wj 60�L j �-� � - . � i � ...L. - ' , � 1 \ � J:;,� � � r i � ' � w'^E l�� )�ST D'F 1�--}�Vt�st,- ,, � � - r ' � " ` ' �`�__.f....,�_��, � /d,i ' , • � -- _ _ . . . __ . =t / • '.r� 1 ' i {��- � � r'�n _r'1h 5' o �� 1 iI __�_—- � i x �t 1: '� - - '°° ,� ` �� .�9o.q �- O _____ _-- - _ . ~ u)G�L�� G ��' i '� � �''� _}b � '; ��YCiOt-1t�.,� F , � .� , • I � A'�-L i: �I v�,v,f�/ /� � . !'S G,�'�1 , , .� i + + fh ' � j �' ''_ t � c�. �° c,a�� . �,4.�,.� ��+ � ;� y + � .I I:; �; �� _� ! � � i' 6 Percdation Tests Scole=1 y O �' � {,` t.� } � � � j' X$oil Borings � �, '��, _ ��;�_ � ; � � 4 % � �BEnct: Mork � � ''� rM `��XJ •9�.b.r �5.� � t`'.r� f• �' ��:-C�:t�t.- t x e��s�o�-1 ' �'I�`� ��- " � Note� This system is 10 be constructed 10 meet k�� ' �� ., � X • y+-�b �� ' � 1he IV6nnesola P011u!i� Con'ra A�znCy �r ��aY�;, �<< � t � s u �� i� � � �,.,F �� ,� �,G�,�,� , � � Chapter 7080 � S,ocal Ordinanc , i , �J�' i � ._.�� .._. _J /,�� j, . � � � \ _ ��.` �� / T ,_1 . . . �� v ,_ \ Check all underground utilities �- ��,� ��ti�Y,><< �� -;��,-. , - � ' \, _�- " j� tL 1 f r^:vT'n L-f p t �z c-'� � % PRCptRTY OF: vAV-� ��E's��i-�_ -----_-_.�_------- - • s��,,., ' .�� z��C �'��-��•T � -- � Sn. �-- c�e�-a� t��.1 I--l��i � ^ �. { I S-P TEST/NG /NC , � aes�qned BY: ��•_ � . �r�t-u.t�--- ' Do'e•I..�l1S/�� PN.6t2-497-3566 , t _ i - ------ --- ��9 9rode --- bock fill �'"�min. - �z1�s.�_ �a�' . '----.__ �l�-;��:�- , �� - — � r" - 3�to4 iayer of uncompocted u�� .,: c��Tt�=-C -Yo ___ _ �� . c,�. 4,4�- Q vc-•�-�- a•' � F�oy or straw covered with = O 4 pipe dia. D�ia .\.�O��"c 'H��. rC�7 P ,� . e�s c,t}P �L- , red ro5in pOper �� fi' _i L,��-� 1��;�,�� la�rock f�ter material SET- BACKS `�'� RO� roke sidewalls 8 bottom to I � NOl1SE System must be� remae smearing �t Tank �`� from property lines ��,-�� F;�L.1_._ Cc ,-�_i-*- � ' - � from wells ��' �,_,��P �,,��`,,,;_ c;- �' from bldgs. TRENCH X- SECTION � �-��:" u�� -�-�t_ '�; � (min. of two trenches) Lc�c>�-�� i��=v� �,_ • Treatment orea !�. from property tines � - . � MAN�3o�5 -►�►1Ax. 2�.�from wells �mmc. length 100 ) +�"oF r�qcr Fi .�5,�.�f�om bldgs. -� �;from trees , SOIL BORING ELEVATIONS � ' — f�om lokes 8 streoms At leost 4 t/2 of undist�abed earih �.�Ti1tR. 1 �� 9v �„"`.:.:-`""� ";=i-�W.P.�t1�.�f1��'�12,`S-� l-, r,,,;, ��",'_..:'J�^ � _s� �,-e.t�:.,� 4 io. .� � ; � , � � _'�C.� ov�.u �-oc..�K TH�I EL.-�!�. 4L.- IOC:O �• �~' -� � ' ' ' _� —� TH. 2 EL.-°��,� . �-y , •��.� 1 Tank , Tonk s� �L__' �--� ; -�' �'-� Cxade�,%�bpe TH�`3EL-3.�..� _Droa to To�k ,� cL�.4 ._„�._ f�ow ��r+�- � � � �-- ' `_� " ,.��-� ��-�� q s.S- TH. 4 EL-1o�y � � '� Min. t"to e' 4g � a� ��°�'� THs 5 EL-141:_�! � Max.I"to4� YY-��3v -t`�,�s� -t��,� m�:��•tL.ow DROP BOXES ��o�. ��.ow �.i�+c 4��to 6��dia.ppe 5` �a1 -��r�� ' �a<{v -�+�-�'v,�.c`•-� � �o�„e.,�` n-t Noti's�-- t oo . (o �c w� �., t;� �_ ��E'�"Ha a-�r �voPo��J mti:-r, ;�oW H N�'�-J C D.D SYSTEM DESIGN ��0i�' `-�� —��• � TYPE-�$�, 6�OFt00M - Percolation rote '?.� min./'u�ch (designlL-�a min./inch) �us� 1 - ��C'� U, C� � c�o0 ��,��., r�,�.��.-�t �..o�u u�a�ti.. wc��=� �C��_uSmE��r�=�- �ac��:aL Ncw,,=_ �,So�,;�.1 04,�,� �`,��,t. I ��,k�i Treatment area required w/L of rock filter material,�;,�+10'/a ��sq.ft. of trench battom area needed =_"trench width = lin.ft.of trench needed , number of drop boxes �' (to be deterrr�ned by ttre installer) Number of tanks required 1 , Isf tank ��=`gaL , 2nd fonk— gol. miniRxms . r--►u L�f 1 ��cw G-C� o,co gG► /o1a� - (oC�o _._. � Clean rock�cu.yds. ( 3/4'� to 2 V2��dio.,includes 2��above pipe ) �''� - � � " , PROPERTY OF�'�Av'�" '�'�'K�=-�,�-� �: -f�a�� +F�� - ��' � ,, �.U a� �n x �-r�� L;'¢-cwG -'Co ��.�� t+.�U�K , - I (o C�' �$.(e ' ' " o�-�iF-r " � �, „ f ,_- 98•ti3 C>Y f.` f-1 (� M i-1 • �� 1" ►t j t . L�fl ExcAJr,�s'ie� ��=�-s�! - 7�}��,, � ��`c-r ,��c.f _ s� � . ��..T 1 t-iJ�: �-�' - s�� S-P TEST/NG /NC � Note� When constructing trenches , tNs orea should be shoped Note= Distance from treotment orea to neighboring wells— Desi ned B ��-''� � • �' �'-' ' ° — to divert run-off from entering treotment orea. `-��"' �` '� '` �*` ��`'' �� 9 y. pH. 612-497-3566 . �ote �.�/�/�3 , r — FILTER HANGER PLATE . - EFFUJENT WEIR FILTER O � SURGE BOWL INLET UTLET CCESS COVER �-ACCESS COVER � PLAN VIEW f-DOME ASSY. ACCESS CONER POWER SUPPL 4" P.V.C. �B� GRADE OUTLET CABLE TO ALARM BOX SURGE BOWL 4" P.V.C.-� � � INLET � 9^P.V.C. OUTLET E.---BASIN � EFFUJENT WEIR -- -•- ' � � I '� �' � _ �w `��, FlLTER TUBES �4y4• �'� �� ; OUTLET END ELEVATION suBMER3IBLE I �a►roR � � � r' MULT/•FLO �►�N.�� ELEVATION sECT10N A�,�o pATE SULE NTS 600 GPD �s� Multi-Flo Unit °""`° �M► �� A-tOQB .• ' � � ' � INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET ��W Estimated Sewege Flows in Gellans per day A. Estimated �i S�C) gpd (gpd) � measured — x 1.5= ---- gpd um '— SEPTIC TANK VOLUME Bedrooma Ty�I Type II 'iypc III Typc B. / -- Sc�v gallons-T"�'�}�+-� —«'-,��-� � 2 300 225 180 SOILS(Site evaluation data) 3 450 300 218 � �� 4 600 375 256 °r`h` C. Depth to restricting layer=aa.'`"� 4a feet�u�� S 75o a5o 294 ""� D. Maximum depth of system C-3 ft= feet 6 900 525 332 '�rQd�. E. Percolation rate r7 , � MPI 7 los0 600 370 ,o F. Soil Siaing Factor �1 sq ft/gpd (Sce table 3) �-o A►�� 8 1200 675 408 �,.,.,� TRENCN BOTTOM AREA SeptkTink Cpp�citks,(n Rdloni H. For trenches with 6 inches of rock below the pipe: A x F= X = ft of bottom area N�^�°� Minimum Liquid Liquid ap�city with � IIedroome Capecity 6ub�ge disposd I. For trenches with l2 inches of rock below the pipe: A x F x 0.8=�x J�x 0.8=�sq ft of bottom area-�i��'.>� ��cr I 23�4' i�o i�so�o J. For trenches with 18 inches of rock below the pipe: 4 a 6 �soo zuo A x F x 0.66= x x 0.66= sq ft of bottom arca �.8«9 2000 3000 o�a 9 K. For trenches with 24 inches of rock below the pipe: AxFx0.6= x xp.6= sqftofUottomarca BED BOTTOM AREA L. For seepage beds with 6 or 12 inches of rock below the pipe; 1.5 x A x F= I.J X x = sq ft of bottom area Soll Charsetcristka and Requlred Are�a ra s�M,��.��i ROCK VOLUME IN CU FT Petcobtian Rnn in Squ��e C�llont M. Rock depth below distribution pipe plus 0.5 foot times bottom area: rw,�d �,�n so�r�.�� r«��. �e.y . M=Rock depth(ft)+6 inches x Area (H,I,J,L or K) �� a'd;°°' `q"'�� (1.0 ft+0.5 ft)x�;Q,L= q� I cu ft ._. ._._. F,.w th.�o.�• c«rte s.�a • ROCK VOLUME IN CU YDS o.�ws S�nd o.s3 �.20 N. Volume in Cu ft divided b 27 0.�ws F��..�a•• �.6� o.bo }� 6 w 15 S�ndy Lo�m OJ9 M+27=cu ds" +27= cu ds 'lG w�0_ l.o�m .6� 0.60 y � � y 31 to 45 i t .o� 0.50 ROCK WEIGHT t6 to 60 Cl�y iv�m 2.zo o.�s O. Cubic yards dmes 1.4 =tons � s��„��o••• c►,y ---• •--- Nx1.4= tons�,'Zx1.4= �' _tons DISTRIBUTION (Check one based on slo ) T � r•r•r•r r•r•r•r�r;f r•r � Bed (less than 69'o slope) •�•��~•~•�•�•�•�••,•,•�•�•~• r•r•f•r•f•r•r•r•r•r•t•l•f 2 inch Covcr .ti.ti.ti.ti.ti.ti.y '�.•,.•,.•,.q.ti. � Trenches f f.f.f.f.f.f.f.f•t•l•�•/ •ti 1 b ti•ti• •ti�'.•ti�ti••.• r'•f•1•.'• •f;f•f•t ✓ Drop boxes(any slope) .1ftirl�f�• �^��!tif'.f r•r•r• 'r�r;r•r 4 inch Pipe Distribution box(level to slightly sloping) ltit�ltif� f�f�ftr �•ti•ti•'L• ti•ti•ti•'4• TRENCH LENGTH {{;{{;{{{{, rtir�rti��r r•r•r.�•r•r•�•r•r•l�r•.'�f•'r P. Select trench width= � . �•`•`.�•'`•'`•� �•'`•�.�•�.�• �.�,� ft �•r•f•I•�''f'f•f'f'f'f'/'r'f ti.ti•ti•t•1�ti•ti.ti.ti.ti.•,.ti.ti. Divide bottom area b trench width: (H i J or K)+P= f''�f•f�r�f�l��•''''f'f'"r Q• y � � � :�f�t�ltttif~t�t�rLl�l�t�t�t lineal feet �•�•�•�•�•�•�.�•�.�.�.'..�. 6-24 inch f.t.f•f.r.r.�'•f•f•f•�'•1•r•r ti•ti•�•�•ti•ti•�'ti'�'�'ti•ti'ti• Rock Delow the P C�,+ 3 =�,�lineal feet '•:��f�f�f��f�f�r�f�f��'�f ~�~�`�`�~�~�`�`�~�~�~�~�`� l f;r•r•r•r•r•r•r•r•r•r•r�r LAWN AREA ' ~��•�•�•t•~•,•••••�•�• r•'r:r•r•r•r•r•r•r•r•r•r•r�f f~1til�t~t�l~ltr�J~t�l�l~t~/ R. Select trench spacing,center to center=�feet � S. Multiply trench spacing by lineal feet R x Q=sq ft of lawn area �x�_=1'1� sq ft LAYOUT(Use other sidc? 1.Select an appropriate scale;one square= feet. 2.Show pertinent property boundaries,right-of-way,easements. 3.Show location of housc,garagc,drivcway,and all other improvemcnts, existing or proposed 4.Show location and layaut of sew:►gc trcatmcnt systcm. 5.Show location of watcr supply wcll. G. Ulmensl�n nll srt bnrk�nn�l ycp��ri�llc►n�llalni��ry, • L-13 � ' CERTIFICATION # 00627 Logs of Soil Borinqs Location or Project__Dave Peterson, 2625 Fox Street, Orono Borings made by S-P TestinQ, Inc. Steve Schirmers Date 6-3-92 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other �° Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number . 1 Depth, Boring number 2 in in • feet Surface elevation 91. 0 feet Surface elevation 91.7 � � � Topsoi ark brown oam Topsoil dark brown 0 - 6" 0 - 10" loam 1 ^ 1 - Brown clay loam 2 - Brown clay loam 2 _ 6" - 1 ' 10"-MOTTLING 1' 1 " Rusty olive brown clay loam 3 - 3 - 1 ' 10" - 2 ' 10" 10" - 3-1/2 ' -MOTTLING -1 2 ' Rusty olive brown clay loam 4 - 3-1/2 ' - 4 ' 2" 4 - 5 - 5 - Rusty olive brown Rusty olive brown loam loam 6 - 6 - 7 - 7 - -. 8 4 � 2�� _ 8 � 8 - 2 � 10�� _ 8 � T End of boring at 8 � feet. End of boring at 8 � 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 in hole X Not present in hole X Mottled soil : Mottled soil : Observed at 3-1�2 � f�et of depth. Observed at 1' 10" feet of depth. Not present in hole . Not present in hole Comments : Comments : • L-13 � ' CE.RTIFICATZON # 00627 Logs of Soil Borings Location or Project Dave Peterson, 2625 Fox Street, Orono Borings made by S-P Testinq, Inc. Steve Schirmers Date 6-3-92 Classifiction System: AASHU ; USDA-SCS, X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number 4 in in feet Surface elevation feet Surface elevation 100 . 4 0 - � Topsoil dark brown loam Topsoil dark brown loam 0 - 6" 0 - 10" 1 ^ 10"- 1 ' 2" Brown loam 1 - Brown clay loam , 2 _ Brown clay loam 2 _ . 6�� _ 2 � 8�� 3 ' 1 ' 2" - 3 ' 2"-MOTTLING 3 ' " 3 - Brown loam Rusty olive brown clay loa 3 ' 2" - 3 ' 8" � 2 ' 8 ' - 3 ' 10"-MOTTLING 3 ' 1� 4 - 4 - Rusty olive brown . loam Rusty olive brown 5 _ loam 5 _ 3 ' 10"- 5 ' 6 - 6 - 7 - 7 _ 3 ' 8" - 7-1/2 ' � 8 " 8 - End of boring at 7-1/2 ' 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 in hole X . Not present in hole X . � Mottled soil : Mottled soil : Observed at 3 � 2° ��et of depth. Observed at 3 ' 10" feet of depth. Not present in hole . Not present in hole . Comments : Comments : • L-13 � � C�RmI�ICATION # UU627 Loys of Soil Borinqs Location or Project Dave Peterson, 2625 Fox Street, Orono Borings made by S-p Testinq, Inc . Steve Schirmers _ Date 6-3-92 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Fiand X , or Power , Flight , or Bucket X Depth, Boring number Depth, Boring number in in feet Surface elevation 101. 4 feet Surface elevation � � Topsoil dark brown � 0 - 6" loam 1 _ Brown loam 1 _ 6" - 1-1/2 ' -MOTTLING 1 1/2' 2 - 2 - 3 _ Rusty olive brown 3 _ loam 4 - 4 - 5 - 1-1/2 ' - 5 ' S - 6 - 6 - 7 - 7 - . � 8 � g - End of boring at 5 ' feet. Erid of boring at 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 in hole X Not present in hole Mottled soil : Mottled soil : Observed at 1-�/2f�et of depth. Observed at feet of depth. Not present in hole . Nat present in hole Comments : Comments : CERT.#00627 . PN:RCOLATION TEST DATA SHEET a.m. Percolation test readings made by S—P T e s t i ng. I nc. o� 6—4—9 2 starting ar 1: 01 p m . rdnrel — Test hole location 2 6 2 5 F ox S tr ee t ,Hole number 1 ,Date hole was prepareci 6—3—9 2 Depth of hole botto�+ 2 4 �nches,Diameter of hole 6 �nches Soil data from test hole: • Depth, inches Soil texture 0 — 10" Topsoil dark brown loam 10" — �'�" Brown clay loam � Method of scratching sidewali K n i f e 2 Depth of gravel in bottom of hol,r inches . ._._ 6-3-92 9 : 30am 12 Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automat'1C S iphon ,Maximum water depth above hole bottom during tesr 6 inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks � minutes inches level,inches minutes per inch • 12 : 50 prefill 6 1: 01 1: 31 " 3-15/16 7. 6 30 min 1: 40 2: 10 " 3-13/16 7. 9 " " 2 : 11 2: 41 " 3-11/16 8 . 1 " " Percolation rate = �• 9 minutes per inch. I • CERT.#00627 . PERCOLATION TEST DATA SHEET � Percolation test readin s made b S-P Tes tina, I nc. a' 8 Y on 6-4-9 2 �tarting a� 1• 0 2 p.m� Irtutel Testholelocatio� 2625 Fox Street 2 6-3-92 ,Hole number , Date hole was prepared I , Depth of hole bottom 2 4 inches,Diameter of holc 6 inches ' Soil data from test hole: Depth, inches � Soil texture 0 — 6" Togsoil dark brown loam . 6" - 22" Brown clay loam 22" - 24" Rusty olive brown clay loam Method of scratching sidewall Knif e 2 Depth of gravel in bottom of hole inches 6-3-92 9 •3na 12 ^ Date and hour of initial water filling ,l�pfh o�initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie s iphon ,Maximum water depth above hole bottom during tes� 6 inches � Time Percolation Time interval, Measurement, Drop in water rate, Remarks ' minutes inches level,inches minutes per inch • 12 : 50 prefill 6 � 1: 02 1 : 32 " 3-11/16 8. 1 30 min 1 : 39 2 : 09 " 3-7/16 8. 7 " " 2 : 12 2 : 42 " 3-3/8 8 .9 " " Percolation rate = 8 ' 6 rt+inutes per inch. . . � � CERT.#00627 _ � . PERCOLATION TEST DATA SHEET _a Percolation test readings made by S—P Te s t inc�, I nc. o� 6—4—9 2 starting a� 1: 0 3 ii'"�^� - lAarrl --�� ' Testholelocatio� 2625 Fox Street 3 6-3-92 � ,Hole number ,Date hole was preparecL Depth of hole bottom 2 4 inches,Diameter of hole 6 inches , Soil data from test hole: Depth,inches Soil texture I I 0 — 10" Topsoil dark brown loam 10" — �4" Brown loam � 1`t— �y �'J�cr�u.�r�� G t�-�-',C L=e��-'! Method of scratching sidewal� Kni f e 2 Depth of gravel in bottom of hole inches �.. , 6-3-92 9 : 30am 12 Date and hour of initial water filling , Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automat ic s iphon ,Maximum water depth above hole bottom during tesr 6 inches T Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • 12 : 50 prefill . 6 1: 03 1: 33 " 4-1/16 7.4 30 min 1: 38 2 :08 " 3-15/16 7. 6 " " 2 : 13 2: 43 " 3-15/16 7. 6 " " Percolation rate = �' S �*+inutes per inch. CERT.#00627 . PERCOLATION TEST DATA SHEET Percolationtestreadingsmadeby S—P Testing, Inc. p� 6-4-92 startingar 1 :04 ��, 2625 Fox Street 4 �� 6-3—2 Test hole location ,Hole number , Date hole was prepare� Depth of hole bottom 12 �nches, Diameter of hol� 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__—Rni f e Depth of gravel in bottom of hole 2 inches __ 6�3-92 9 • 30am 12 Date and hour of initial water filling ,Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Au t�ma i _ �i nh o n ,Maximum water depth above hole bottom during tesr 6 inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch ' 12 : 50 refill 6 1 : 04 1: 34 " 4-1/4 7. 1 30 min 1 : 37 2 : 07 " 3-15/16 7. 6 " " 2 : 14 2: 44 " 3-3/4 8. 0 " " Percolation rate = �•6 minutes per inch. i , . . � CERT.#00627 . PERCOLATION TEST DATA SHEET Percolation test readings made by S-p Te�ti ng, 7nc. on 6-4-9 2 starting ar 1• 05 �� ,, � � IiL+trl Test hole location 2 6 2 5 F o x S t re e t ,Hole number 5 , Date hole was prepare� 6-3-9 2 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 loam Method of scratching sidewall Knif e 2 Depth of gravel in bottom of holP inches , _ _ 6-3-92 9 : 30am 12 � Date and hour of initial water filliqg. ,Depth of initial water filling 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 test inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks " minutes inches level,inches minutes per inch • 12 : 50 prefill 6 1: 05 1: 35 " 5-1/4 5. 7 30 min 1: 36 2: 06 " 5-1/16 5. 9 " " 2 : 15 2 : 45 " 5 6.0 " " Percolation rate = 5 ' 9 minutes per inch. iI I • � • . v , � ' � s • JY O " W O V m¢ �o ~f=,� ; � �g a . e4 5 '�� i _�;� o > - � J 2 Q��J J � �� + g � a`i-' � : W o�� 2<1� � � N �+K W � W 3 � W 0 . _� ~�� : ��Jj � �� F� �58� �+ �m �'� 3 � �j ' � �$d� ~a ��" I I �; ` <r � � O��rO ~ Y�� ':�'�� Iv \� Q�� p s � � • •�• W � � � J .t�_.�. �. �� n �y� . �• -c."'-- ------•�, � �\ � '°�� S �� N � J �g� a °W ►- ��3� . ` , � � �_� �� V � ��.YI'� I �I \ f�s'O �� Yy �dy� Q W � H d� mlma F iW �"�., '^"' �. \ +W S O p � J O j �W F �� hj . ��:. �;�� : � r � �� r a �x o Y � �N� i;dz� �v �i N �,��. .�„� M s � `,�� ♦ � � y � ' � =W F�WW U d-� Q.; �1r�� :�.:! � q a z <� vr ,t+:., �+� � I � a � U� �V W �N ~ � � ' y� � �� *,'�'. �� ,,�� ' I~ � �� p n �� W NZ� ��mQQ � � �,, O i�.� .�. ;�, � ` ; �� O � ��m W Hm O�Oy� N <O �4 y„ja'i� :'. {� , ,c ` i Z'� � � Wr.O y� �F 2z 1-Z�?1� � ��oQ Z � iI Ou' � . i �� . �� dW� ri $ �� b�� z� �� O .�': .'f: �: .. � ' de �, ;,-�. p u �';. �'` � `��.! •o� �N �N � �'<!- h � Y dW0 ��WHJ ~ �NZ� M' �"�� . 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F-`- \\ ♦ W WN <C W � r r1!:��'1�Z'Fy` •_� a :!, 1i-- �.w .' f. i�+ �\ Zx J� ' � � Y �C �;. . �,.' . �:� ��-�' .1� .�� .�'_�. �.f � �\ p a.� �Z ( 4. �'�0 M- �_•�� "�'"�,�' • .ri�•,�.�'� r,'''. �� \ �$ �r I V " � O �,4,. .•�y:_�', .a', ''�n :'' -�'', � !�'`' :.:.�.- . ----.� k� � oo m " �� t =,�,. .�� . �'�` °r '� d m ►- � � : � %� _�-:�,- �� r. ,;� ,-, � � . ,. ��►::' . ^mi ��. �i t � .' ti.• � o '+1 • �'s`.� %' J c •'.y►�' �i a�' ij .�� Z �•.• �/ �i . NOTES I OUTLET TO �. AI.L PIPES SHOULD BE AT LEAST 4-INCH J TRENCII DIAMETER. IN�ET FROM 2, EIEVATION OF INLET ANO SUPPLY IINE TO SEPTIC TANK OR PREVIOUS NEXT OROP BOX MAY DE ADJUSTE� UP Oit DROP BOX -SUPPLV IINE DOWN FOR DESIREO EFF�UENT LEVEL IN • � TO NEXT TRENCH. DROP OOX 3. SUGGESTED TRENCH LIOUID LEVElS� (A1 2 INCHES _� � —r. ABOVE TOP OF OUTLET PIPE IF PERMEABLE SYNl11ETIC FABRIC GOVERS ROGKy (B) AT 70P OF OVTLET PIPE IF HAY OR STRAW AND BUIIOING PAPER COVERS ROCK. � 4. INVERT OF INLET MUST 8E AT LEAST ONE INCH FIIGIIER THAN INVERT OF SUPPLY PIPE TO NEXT DROP BOX. � -OUTLET TO TRENCH 3. TRENCHES MAY OUTLET ONE SIDE OR BOTFI SIUES OF DROP BOX. � � �i SUPPI,Y i � ^INIET --� INLE ; � ` r� - LINE � f � �� -SUPPLY LINE ,_iJ. ; � „� ; -�' �i / �.L_ � 2� � � 1 - 11"� � 1 i �� — � �+'— t i 1 I j �-j - — �.OUTLETS...�- ...�_i �►.. � � TO TRENCII � � •OUTLET TO `-------- --' �----•-- � TRENCN pROW �ax r . . . . . . . . _ . . .. � �,c,DATE TIM7E CITY OF ORONO CALLED IN o�' +�J � INSPECTION NOTI E� SCHEDULED __t� � PERMIT NO. � � COMPLETED �� 3•Q� ADDRESS S OWNER CONTR. � � TELEPHONE NO. � DESCRIPTION /G�1�� -�QS � 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINA� 18 EXCAVIGRADINGIFILLING � 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 � 07�EMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT Q = 09 PLUMBING RI PTIC INS 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTI AL � OWNER/CONTRACTOR TO MEET YOU: " YES_NO � COMMENTS: C7yl �(�(�' ��--/l�CJ�,��5 � W a J � O a � O � W � Q � Z W � W � j d �WORKSATISFACTORYPROCEED � PROJECTCOMPLETE W � CJ CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. - pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the nex inspection 24 hours in advance.473-7357 Owner/Contractor o Inspector. White Copy/lnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO � � CA�LED IN INSPECTION NOTICE�� SCHEDULED PERMIT NO. COMPLETED � f O`l�� ADDRESS i OWNER CONTR. ° '. TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS � 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Z Q 05 FINAI 13 METER SET/TURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS `� 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT � 09 PLUMBING RI 15 SEPTIC I Tq�L. 22 FOLLOW-UP 4 J 10 PLUMBING FINAL PTI IrC� Q OWNERICONTRACTOR TO MEET YOU:_YES NO Z � COMMENTS: — C�I.��"� � �. a � ��-' J��U?' �Pr��l q 1 � � 0 � � 0 � W � Q � z w � W � � � d ❑WORK SATISFACTORY:PROCEED �PROJECT COMPLETE W � L7 CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O C; CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ..; pHOTOTAKEN 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�J7 Owner/Contract o sit : Inspector. , White Copyllnspector's File Canary Copy/Site Notice