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1993-005759 - new septic system
PERMIT CI�Y OF ORONO PERMIT TYPE: :-.�:W�� y.{ ��T�:�� t 2750 Kelley Parkway • P.O. Box 815 Permit Number: Orono, Minnesota 55356-0815 �-}t'��'�''� (612) 473-7357 Date Issued: f ���;y;j,�:�; SITE ADDRESS: it:�f� t��i._L`=�Ti:.�{�� �[� {.�-# . .. . �� . � 1i;-� i:-�._-ii _;{:�:j � DESCRIPTION: �.i�� �:;�i��Tl�_: =�Y`�:TEIi '����}�;r �:� +�lKT��t• F`�t�rifit. T��� ���Er,� '���PTIf_ '_��''=:TE '.��c=�w�t' L? �1�f•�t' �,��r;i��:: Ty�`� ��`=�IC�E���:�� r i.�TY v� �:rSvi�u �"��ne'�ti.�.�. �ii�i�a,�. REMARKS: i,�1u��uvi�'v� yii ia�i� ivv,i�v a=:;:•:nt�{s�i��l � itii.it V Y � :ri: ctt FEE SUMMARY: � L 1 �Ll1 , L•/-T�4 t• 7•1. 1 V��s�1/ ii�i4iii��i-iii�i�e� i vuj � L��L�L4�.'V 4V��1 �5V1 TiJ•T? '� 4=+ (.,'.(� , !1'. t . l�t�1111�1 ;,,,C3,',_ ��-'.0 '��. _ _ 1VI d - . �..:. ���I.�il��'�Id���'= _____y_�;.� ��=s�•ct 1 �'�'t�_' �----- �,J,i}''_3 �,i_: CONTRACTOR: — r�����1 i c���t. — OWNER: '-.'E-ii�'��'"��.i� f"L-L't7 -'`�' --_-• :t} _Ti-;i,I..tC;'.=� T�{t4�T�'\{ —::t►t=� L��ir�T��tl� Lh 1t�:'+; a°1�LL°�=T+=it�� �;i�� .r=it:��31�,i�'� E�jhv �:;�ti ;i=,:. t::�F�;�-►��,l2_t ���::: c�;:�"_;i _... ,.. i .. . r.. _�^k.___. . �.__,i._ ... - - - � : i:,, i�3liE..��'7'�.,.� � i � E i ��.:.; _.... 3.:tf" ?' . 'i°ie{','! -;E..1 v�� i L � � �t� i��r`r `i '�"Fyi. . 's"'�e.. _. .t_e._. �_ ?€�i'`._� �':_._. .___.�i� ..._.!_�_r` _ � _. i'�Y".: i.. _. _, ..{..�. . _ �.� . .. ..._... . ."i�:.� i�:.4.?=-:`__ :.r :�''i=il.�`e��.. .';.�`v � _. =t='' s' C T_e' v �--:;-' . i ii'i ra� ! ;��;�"r'� T i�: � T�-.•��- -�-{ ; .,���:�^ € ' � �1I � 'i� jrP" '_,3 � . . , . ,t :'.i'�L"' ��:at..._i�.•.: �'_• '�.: � :_� •:�3_.. • � : �": '. . _ ..• � _�._>�. .__.�r•:' __._ .�•: � l', r-�:_� _ _ . � _1' _. . �".- ' _ ;:� - - - - . .' -' - _ _ , , � �...� � :a P: r����;� <}i� :; �x i i� i 't"s.; r-r"; 'c,rE.:� -. L _;t.r_��;td_� _.�tif. �.:*�F•::'a:.•.._�:� r;; _� #s.,' ._. _:1- , ;i i.l£'.��".�_. .. � E-i _.. _ �._�{ _.. .�_ ..:[_I:};_ �+'r..�}�.i�7�.. i�._.,; i :_. . � APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE�c,c�c�. " O . t ;EPTIC SYSTEM PERMIT APPLICATON - PAGE 2 Permit Type � Fees (check one) ✓ New Construction, Full System $I00 . 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 MAII� PAYMENT WITH THIS APPLICATION �*ft****�r*tt*�*f**t�#t***��*�t�**:##*�***#*********t*#**�*�******�**���**f* �OTE: Applicant must initial all spaces. Fill in aIl appropriate blanks, check al1 appropriate boxes. _ Initial 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I wi11 be installing the following: (� A. Tanks: �Precast Concrete � Other Manufacturer �JCL�vJ�^ Tank Capacities : I.) �Q�gal. 2 ) gal. 3 ) gal. B. Pump Station (if required) Pump make & model (attach pump curve & literature) ; syste.*n design requires gpm at f eet of head. High water alarm make & model � Outside electri.cal work to be completed by _installer electrician other Inside electrical work must be completed by electrician. C. Treatment System: � Trenches:� s.f . Mound �De th of rock below pipe �� " Rock bed dimensions 'x ' Drop Boxes - Sand bed dimensions 'x ' Distribution Box Pressure Dist. Pipe Diam. " Manif oid Pipe Diam. " D. Final Cover/Topsoil to be: ✓ borrowed from site (show location on site pl.an) trucked in **�#*#fft�*�**�****t********�****tff**#*�****#****t:**f**�tt*********t***t* mhe undersigned hereby applies to the City of Orono for issuance of a septic system instailation 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 comp lete, true and c rrect. � , �ignature of Applicant� ` Date: ��,•�� �� _dPCA Certification No. : 1 �q� � � -^w� / � _ 1i __� 7'-�i i . , t APPLICATION FOR SEPTIC SYSTEM PERMIT CITY OF ORONO � Box 66 (1335 So BroWn Rd) �O� c�stal Bay, MN 55323 � � �•�93 **��#*�*t**t�#***�#***#t���t*�#*�t�**#*#tt�t��**��f��tt��***�***********�*� General Instructions : 1 . You may a�plv for septic system permits by mail or in person at the City offices. However, permits will not be mailed out and must be picked up in person at the City offices. 2. Permits are not valid until you receive a permit card. 3 . Work must not begin unless the permit card is available on the job site . , 4 . Permits will. be issued only to contractors holding a City of Orono Septic System Instal.ler ' 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 �o covering. For mounds , inspection is required after rough-up but prior to sand placement ( sand will be jar tested for silt content) , and again during pressure distribution piping instal lation in the rock bed. d) Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional. and comply with codes. 7 . Individual holding MPCA Installer Certificate shal 1 be present during installation. 24-hour notice is required for all inspections. *:�**�*��***************�*�***tt*�***�*�*****f*�***��*�#t*�**�**�*t*****�*� JOB SITE ADDRESS: �`�.�� S m ��S'`t-� "1 �� Occupancy Type: Residential V Commercial Other Owner' s Name : ,�-�W �^ �. G'�C ��S Phone: Mailing Address : City: ZiP= Septic Contractor' s Name: COQ� ` � Y � u rn��� �' Bus. Phone:�� ��'� � Mailing Address : ��17 l7 C-�`Cti��'�'`^�� � City: � �� ''� � Zip: � J �b� �t�t����t����tf�:�t��ttt�t����**t��*�**��**�t**��**#*#tt�#�*f*t***t�*t�r*�** - over - "�Y��C�6-- Q ����2 � cJ v S � c�.r� �' ����� � � �. , ���� ��--���� � Q� CITY OF ORONO O O SEPTIC SYSTEM APPROVAL ���; . �,. CITY of OR��TO � ; '�}.���. � M��orr� . ��4. �r h. Post Of'�ice Box 66 ��� �,� � ��G cry�saY,��c�ss�z3-oos6 . kESIi� LOCATION: 1075 Millston Rd. � OWNER: Irwin Jacobs GENERAL CONTRACTOR: SEPTIC CONTRACTOR: Copnin Plb.g. SITE EVALUATOR: percor, Inc. REPORT DATE: November 17, 1993 The City of Orono has Approved your on-site system design as of November 18, 19 9 3 (approved-disapproved) (date) widi the following cocrnnents: - 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 aze adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainf'ield sites either before vr 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. CITY OF ORONO By Stephen ec an, On-site Systems Manager TELEPHONE—473-'7357�FAX-473-0510 � 1_.�J, �I._ l�. .z i."1_a .1� ti� . . . � .l.• .11�.�1\ . _ 1i_ il. . — � .�.,�� � ' ��l�-�� � . , �..���,�� f ���/'l�f i� Y� � , , . . .; � . ..,� � � __..._ �t"' °: , -• . � '` sVsT�� ���zc� y�!+. ��a e� . .. ,. . �M Q�� nFi h, ��WIN e1�1_.QB� (`r r-r� QCiTJSL, � .�J��_ � q"'r ! c �.N �,OT 2 , JLOCK i , i•T��L�'�`O�: - HE�IN�'Prr,? COlii�TY, '�2�T[VESO^� 1 i-17-93 Sy/SL�T-It G��Sl�Jn intormaL�on rQ�.1.OWS iOr �I1�3 C,^�I?j�,rT�C�� C'_� �J_ 3 CAia1^�- _� cl d sys�.ezi LOZ' i.rl.e PrO�OS�C� qUG�S� nouse . �OUS L?��:1Cr1�?S � =�?�- wide and 62.5 Leet lonc ar� DrOpOS�C1 at a d��r� nc grea�er �_nan z ,5 fe�4 �n the naturai soi� _ Fven `�oug;z t=�er.� was si-�nz ^:0��1- �111Q �.'-'OL:�Cj, 4 . 5 i22Z C��eta 1r1. Sa_� bar�nc 2 , _�_ �.1SScn�c��'?� �^ i.�+2 ;J�i.i+H� SdI'ICi1�r 5011 u?'id�rnea�h c-L�C� S1.10liIC T10= b� c u=G`�]I?�'t k7?G�.'1S� O_ 1�S TI-�urxOW WIG��tl c�.AC1 L�7.� well dS3I.riP_C1 SC�1J.S �A��G�L7 1�._ Ti-io �rcnC?1@S Wi l l 17zT�� t0 1�t3 _'{�pL east =ar �noligh �O �AL �,('�A =L:1 l 62.5 fee� i� lengtn nu� `hi.s mGv jeopardize or_p or the ��Yo Zarger �.rees . Also, �.r�r is ar. existi�+a Gwa�e betw��n the �r�nosed �.a�+ks and the �roposed trer�c�Zes, and �:t?s wz1l_ na�� to be �ov�ci slichti�, 2dS� taward tre ��T'Lk5 �o a��Ow i0= �_'le �re�C=; Ier_g�h. t� :lew SW�le shou?d be cons�ru��.�d �o c.�cert r�:r_af= wa�.er around the proposed �Z'�11C�1A5 On 4i115 e�S L �T1C�.. A i� COriS�ruct?or? arici ���eria�s mus�. rr+.eet t�+� re�u-rA*r.��t�,s Or =-1P �1��i OL OZ'OL10. 1- 3?'1�7 O�r!2T in=orma�.ion ig i,ocdcd� �lo3S� ??0�.==j _.«.. S�ncere�y, F r.RC�R, �NC. .����'''� �/ � M3rk S . G�Onberqr PCA cer�ified -� � . ' /�P�t//N .7~i�r D�j f . G'uFf�' /,/otirF D-2s ' INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET � ;.� ;ti A. :s=i:nated -300 / UfF .f0 gpd ROCK WE7GHT ;S�e D-7 er I-3, 4,`� O. Cubic yards times 1.4 •� to�r�s or :^easured gpd N x 1.4 = tons � . ' , . x 1.4 = tons �_;,,- =;�s-�rK VOLLtiIE ' , 3. 7'Gv0 O F /p 0 0 gallons DISTRrgL1TrON� � � � (Sae •C-3 or C-5) (Check one based on slope) Bed (less than 6� s1oFe) �Q.;?j2 ;S ite evaluation data) Trenches C. Le�th to restricting layer = � Drop boxes (any slope) S. S feet Distribution bo:c � D, rtati:r•.urn depth of system (level to slightly C - 3 ft = 2, S feet sloping) �. F ercolation rate /3. / MPI � = : oil treatr[:ent area TRENCH LENGTH �'� �N /.27 sq ft/gpd (See D-6, B-29) P. Select trench width = � 3 D �ft 'fE /.67 Q. Divide bottom area by trench i;_ _;,��;�TTOM AREA width: ... F'o= _renches with 6 inches of (H, • I, J, or K) + P = � o:k below t!:e distribution lineal feet . i:a: 7So + 3 = ZSO lineal f?et � a X F = yso :� i 67 = 7S o — • �� sc •`t of bottom area LAWN AREA y Tt6�`��Ff � ��• f ' . : oc :,r=_nches aith 12 inches of R. Select trench spacing, � �� I _1�. � c;< ��low �^e distribution center to center a 7..$ feet - �� U�U DY ti=e: � S. Multiply trench spacing by . x F x 0 .8 a�x � x lineal feet i � � ? _�� sc �t �of bottom area R x Q a sq ft of law:� area �� ���-. .�►' � F'o� �=enches .rith 18 inches of 7� x ZSO = �.j sq ft :c:;c �elow the distribution pi�a: • LRYOUT (Use other side) � /j��>>��� A :� P :: 0 . 66 = _ x x 1. Select an appropriate sca�e; C� . �S = sq _'t of bottom area one square = feet . . :'c= :�r?r_ches :�ith_24 inches of 2. Show pertinent property :�o�k he�ow the distribLtion boundaries, right-of-��ay, F�i�a: easements. • A x F x 0 .6 = • :{ x 3. Show location of house, C . � = sq Ft of bcttom area qarage, driveway, and all . other improvements, existing p..�' _3Q:�'`! ���A or proposed. • _. For seepage beds:� 4. Show location and layout of , 1.5 x A x F � 1.5 x. x sewage treatment system. ___ = sq�ft of bottom area S. Show location of water supply well. �- �,yS�y_^!? Itv Ct7 FT 6. Dimension all set backs and ... F.o�k 3epth below di�tribution separation distances. Fi�e plus 0.5 foot times k-�otto:n area: Mm ( /. OTO.S .tt3 x �0 � . . � .. , //25 cu ft � H4S:��.�'la''• ' T4! CU vDS � • . • — �, vo L�ur.e in cu ft divicied by 27� • . , . , . , , M + 27 � Cu yds ` � � ' � _ //2 S + 27 = �/� cu yds �I'^/s�9,� �.+�' /�6iPr'd�',. /.�(°, , � �dy I�w.t�� G`Ro.�D6�� „ , !�- L.//�F �`1i•�,vEro.v,�A \� � �\ . , . � .' , . . . . . qr„ � �, y r, w. �,.. � 3` +� � ;�' � � . �s � �. � C�' U 7� .�J 1 i''��� '�e� •'t" '�' r � �� ��9�:� � ��y� �'c� `/�� /v \ f fNSPE�TOR � _....GG_! �-.....,...._._ �9'���J �,o v� JATE P=":M!T ?VQ. � � \ �� APF RO':�__ . � _'.:'=:. .M...M_ � � ��-HFP�OV�":� ,..i_,.' _� : . ,�;iONS A� �VOTcD � Yyl �'rJ" NOi :^ F';,�„..=r� _-' '.;�:-:-7R�CT & RES�BMIT , � \ � Thes^ men,_. �:;e ��: ,=�:r i�,-:+m�t�on. AI( work shail b2 c0::� � "'f^Y \ \ 9 .S '� f ti cC� {Ienre w,_-: :si! 2pplic,4�i2 D�itdfru� � �ning ��tJe r�• � � �� J .;:remen`s inci�_�.:•�� �__,n•. .?c, spec�f;caily t•:..i_ .'1 `.`Mr�BV:Q�w \ . \ f-1 ' �`^ , ' �'�^,, :��` •.� i .,.. � �- '<E P Tj.�` F :;��� :�'c"T :. r+l� �.,_._ 7; _. \ \ � T6`.� � � / Cris a� \ � � — i � . �, � � i . \ \ / � � 9\ 9yg � , _. _. � / ;qr::o) � � . i � �9'�? � rZ � == '� frs�� 4 � a«k . � � � � Gfhr.a) ♦ � / �'ps'` \ v" .\ �� / . �\ \ � � : y�` �--� ��hX�� � / �/o!,lf� �9T�+.� � �' � _ �: � � i , � � , - '" __� i i � � � � ! i � / /. . �'=,�,�G��'s.♦ SU`��1��, �ys3.) ` J / / / i /� .. ,, �����'��'�j�r c�ra�ytei � — — q'� � � . . � 4 61.y) ��Q�'� �v �// � / ���J E� ��e i 6 � �o -s�o� r �. �'`�. a,,.�. �t� �6-� ���'��l Q 1��Pito oo1�s � t'�r�t F � � �"i� 1'Fr�i c —� ` . �`'''-.�� r� e Y�S _�s 0 0 � f'� o . �3"�� (� 4s' , �7 ._. ��� . W ?J , ,. _ .� ' � . '' . . . SC�c t : � "=30 ' . �1 � .� � _ , , � C�� . D�T F : �� .:/S_9,� /� �� � V�� � °� "� _ w v ��� �.;.� . „�.�. ` � `� � �� � . k . - B-39 PERCOLATION TEST DATA SHEET TE_ _ ho�.�: location _I',f'!.e//,t/ J/1P06'� G'UFJ'T /✓t1u1'�f Hole number P/ � D��_ te: ;: hole was prepared // -//- g,3 , Depth of hole bottom, ' .3o inches. . Di�:.�.te� of hole, � inches. Sc ;: dat �. from test hole: Depth, inches Soil texture O -i2 � A�.�r,� �a,I�► . _ _ /2-2`f �it ol.r� Ll�A/''� — - 2�-i� ��tow.✓. J'i.v�Y ld.t� � , . , ;fe�.- od c i� scratchinr� sidewall __�otF J'r��.�r�/�6,e DFo�':: o� pea-sized gravel in bottom of hole, Z inches. D�r._ anc hour of initial water filling //�2-9� 2:o� P/+'� De�� -�-. oi initial water filling, 2 SI inches above hole bottom..: � �t� � d u; ed to maintain at least 12 inches of water depth in hole for at least 4. ' r S /PFFiC c�.v� Y� tac-: on test readings made by �y,/,�,C G.�ro.vB�.(� on _ //- /.3- 9� starting at /:O� a;m' . Maximum water depth above hole bottom ;ac.� ) . ., ;. �� st, inches. � Time Percolation . �� _ j Interval, Measurement, Drop in water rate, Remarks I Minutes inches level, inches minutes per inch � / :o O� /: j .30 '' 2�'' 3% ' 2 :o • 3 0 7 � .�f�i 3 v i ii �•��� 3a 123/ % , , �: ,'� .��' L I 3��f O�� rJ. 4 6Ficc ��•3—i O • .3 � �i� -- - � . -- �- - . . , . , . . . i�:��lat iun rate � �O, 2 �,• minutes per inch. +n• , . s. . - B-39 PERCOLATION TEST DATA SHEET , � - hrle location /.l4�,,c� T,tCoBf .G'yF1'T.NQ�/IE Hole number �Z - t:s�: hole was prepared //-//- 93 , Depth of hole bottom, .�O inches. _ �c.r of hole, 6 inches. " ; � '_ �r.t.. from test hole: � . Depth, inches Soil texture -- p'f2 �I.�PK LO.f� -- rL-,� .�ow,� �'/.�.�Y LDAM _ ��-�a B�tew,v �c,.y ,l�,t� . . ,•;at «d oi: scratchin� .sidewall _.__fi�aC'F l'�'.C�r�/J�',� ue�. ��i: of pea-sized gravel in bottom of hole, Z inches. Dac� ar.d hour of initial water filling //-/Z- 9� 2:GG p� DeF�h of initial water filling, 2 Y inches above tiole bottom. Metnod u�.ed to maintain at� least 12 inches of water depth in hole for at least 4 t�ours .PfF/ t ir�G . . , � , . � , , Percolation test readings made by /'�J,(.�,(� �/lO,�iQE'iiEG on a.m. _ //-•/� -9� starting at /:O y .� . Maximum water depth above hole bottom (d�te) during test, inches. ' Time Percolation Ti�e Interval, Measurement, Drop in water ,rate, , , �Remarks , . , , Minutes inches level, inches minutes per inch � . .�c . 7 " —� o ' � , -_. �L �� 3 3 y „ /� ! �/y R �.�� y=r �, � / !/ � . . -— :35� ., L 2, ' � 7. / -- —�� ,. . �S 3 7. - - — , --- . '-�r�:o iation rate s /7• � �,• minutes per inch. M• . � � , - - B-39 PERCOLATION TEST DATA SHEET Tes t hc,le location /R4/i�/Ti��uBf GNFI T /S�oKIF Hole number P-„3 Dat e tE:st hole was prepared //- ��- 93 , Depth of hole bottom, 30 inches. Di�meter of hole, 6 inches. Soil data from test hole: . . . . . , . , , Depth, inches � 5oi1 texture � • - ' D- /2 BI�I�k !OA M /L-�� 6,e a c�,v �o,t M ��- �� YF«o�,. �.cak,,,.� ricrr t'DitM *�er h�d of scratchin� .sidewall _�o�E J'C.t.I r('.v�.0 • ' i'�� rh ��f pea-sized gravel in bottom of hole, 2 inches. *' �• � a:.d hour of initial water filling //_/L. 9� 2;oo P/yt �f initial water filling, 2 y inches above hole bottom. '. u:�ed to maintain at least 12 inches of water depth in hole for at least = � �PFF/Ct/✓G '.:t:.on test readings made by /GI,/�'�(' �,(D.tJ�'F,Q� . on _ _ /J- /3- 9 � starting at �: oS �;` . Maximum water depth above hole botton �..�;:tE ) � _. _r; tEst, inches. Time Percolatioa T� �e Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minutes per inch /. �S 10y _�� 3� / Z �/y . • ,s' � // ,r � ��Z, -,js „ z��/ 3 . � �. oj ., Z3 '/ o' s /. F� . ;'.'�I .� 3/ �/ 2. . `:';�s ,.. 2 S � y Z'/2 . r , , 6 Yerr.o lation rate = �Z . � «,• minutes per inch. , . �� � a�,, ' � LoRs of Soil Borings � B-31 T �,•: >n o � Pro j ect //jki/.v 7',/�oQ f (�uF1 r /JaulF -� - -� ie• by �j.O.CK �- OD.�/ G•�tcWttERC Date //-//- 93 �i �� cion System: AASHO ; USDA-SCS X ; Unified ; other s �c (check two) : Hand �, or Power ; Flight , or Bucket �; other � F �ring number SB-/ Depth, Boring number S�-2 I � I � uface elevation feet Surface elevation i � J - � BL�CK !aAM B L�1�,� loA�+ _ - 1 — �9��w,✓ rrn.qo�y L o.l:++ ,fj1Uc��✓ LDA� 2 — � ; -- 3 — ��0� c�.�y �Q�r�n . 4 - - 4 — . . ��o�,� tQ��► ,�R�c�.v J'•I.�-or t Q.t r�t , S - - 5 — h -- ' 6 — �.or/u.,cJ S��/�Iid?' t 4.c.rt 7 -- 7 — ' _ . , . . . . 8 -- $ — rr.a �4 toring at 7- .S feet. End of boring at g. 0 feet. ���- '' z€, �ater table: Standin� water table: T�:''� .._ SL feet of depth, Present at feet of.depth, hours after boring. hours after boring. � ert in boring hole �_. Not present in borinQ hole !� : sc�il: • Mottled soil: :< < t 6. � feet of depth. Observed at 7• O feet of depth. _ �; ert in boring hole Not present in borin� hole > . it.icns and comanents: � Observations and com�ents: � . NER?' lG�C�vT �p rrc fJ A� �i!S F'�s�r, 6 Ti(/F.v � GOd/6 L��r��� 7, D F6FiT. •• +�• , � . ' LoRs of Soil Borin�s - � B-31 ..oca i,�n or Project /�G�//.c/ Ti!<'aB1� (�rNt�J'T /�D�/1F ,,or::.3� r.a3e• by �J�fRK d� Da�/ G�ta�BE�eG Date //-// -93 � �la�: iricatioa System: AASHO ; USDA-SCS ���; Unified ;, other _ _, �u£�_ usEd (check two) : Hand �G , or Power ; Flight , or Bucket �; other Uepc:. , B�ring number ,S'B-,3 Depth, Boring number � �2EL S�irface elevation feet Surface elevation � - - - 0 . ,�CAC�C 10.��'+1 � --- 1 — ,B�aco�v t O��++ � 2 — . 2 — 3 y I rF«ow ,�RG� 3 �_ . , , , . . . ri�rt cc►�� ; -� 4 — � - 5 — CT. B�cac.�,✓ - - rri.c/F J�rs/� 6 — �� _ 7 — � - - 8 — � . End �f b��ring at . � feet. End of boring at feet. Stan�?ing water table: Standin�z water table: F�Ps��nt at feet of depth, Present at 'feet of depth, hours after boring. hours after boring. `�or ��resent in boring hole X Not present in boring hole _ , . . . , . . `iott_ed soil: Mottled soil: Obse-ved at , s feet o! depth. Abserved at leet o! dipeh. `:ot �reser+t in boring hole Not present in boring hole � _..--• Gbs�_-vaticns and comments: ' Observations and comments�: '' Sc• � TC7' M OTTc�D �1 T S.S �6°�T /� �' ' . , TWf . f�vs � N6tvif� AT �• S FEST /.v r•NF l.��i . M.''� .,` . , .. - j SYSTEM DESIGN FOR JENSEN HOMES FOR THE IRWIN JACOBS GUEST HOUSE 9-25-93 � Information follows for the design for a three bedroom guest house on the Irwin Jacobs property in Orono. Because of the st�ep slopes near the guest house, the new proposed pressure mound system will need to be located quite a ways from tanks . The distribution line will pass through the drivew`ay and all areas with less than 7 . 5 feet of cover will need to be insulated. Al1 construction and materials must adhere to the regulations of the City of Orono. In addition to the following requirements, two septic tanks of 1000 gallons each will be needed, as well as a third pumping tank of 1000 gallons to house the pump. If any additional information is needed, please contact me. Sincerely, , PERCOR, INC. ����-�. ,��� Mark S . Gronberg� . , . .2'. .7'./�oB„t Gct�J7' NauS'E` .. . . . � � , ' -� �'fOR o0� E-19 � MOUND DESIGN PROCEAURE (For Flows up to 1200 gpd) ••• � .. . , , A. Sewage Flow Rate � ' E`. Pressure Distribu'tion''System See D-7 or I-3, 4, or 5, or use metered value; Flow Rate = � 1• sel�ct' number of perforated . �� yS 0 gPd laterals 6 B. Septic Tank Liquid Volume 2• 3elect perforation spacin� (see C-3 or C-5) /000 gallons - �---f t - 3. Select perforated lateral .. � C. Soil Characteristics length; Note if manifold is l. Depth to restricting layer at end of rock layer, lateral such as seasonally saturated length is rock layer l.en�th soil, bedrock, coarse soil, less half a perforation � � spacing, If inanifold is in etc. ; S� inches Eenter of roektlayer, lateral � �..�_— 2. Depth of percolation tests;, length is one=half rock layer /� inches ' length less half a perforation 3. Number of percolation test sPacing. Perforated lateral length = / , 2,5 f t. holes; �'y holes /A/�y,tKy ,S/T� .° .. 4. Divt�� ]:aC�r�l l�ng'th by perfor- ' 4. Ave, percolation rate; ation spacing to..get number of ZO. 6 mpi perforations per lateral 5. Landslope. = 2 x /7.25 feet : _�feet = �, perfs Note: last perforation must be _ D. Rock Layer Dimensions' in end cap, (see page E-14) 1. Multiply gpd by 0.83 to ,,5• Multiply perforations per - obtain required area of late.ral. .b.y.•number� of laterals rbck layer; to g;et total number of S/SD gpd x 0.83 � ,�7Ssq ft perforations; � 6 perfs/lat x ( lats = ;36 2. Select width of rock layer (10 feet or less) __ /D feet 6. Determine required flow rate by multiplying number of � 3. Length of rock layer = Area perforations by fTow per �y yPF�f�;; � Wid th 37S sq f t - /p f t ' erf ora tion _ ,�7. 5 f t p , (see page E-17�: , ��perf s x ,7�gpm/perf =26,(gpm � E. Rock Volume 7. Select minimum required lateral diameter from table on Page E-17; 1. Multiply rock area by rock depth enter table with perforation � to get cubic feet. of rock; spacing, pe:foration diameter, 37 S sq f t x / ft = ,�75 cu�f t and number of perforations per 2. Divide cu ft by 27 cu ft/cu yd lateral. Select minimum to get cubic yards; /,3, 9 . dianieter for perforated l.ateral _ �inc'hes � ' ' � 3. Multiply cubic yards by 1.4 to get weight of rock in tons; ' G. Basal WY.dth • /�,9 cu yas x 1.4 � /9.Y tona l. Percdiatiore zate �in top 12 � . inches o.f soil is ZO. (mpi 2. Select allowable soil loading ` rate from table on pa�e F.-16; O. �O �pd/f t2 . �' ' ' , • . � , .3 �F!>�GDy,� E-20 � � • � ' MOUND DESIGN PROCEDURE (Continued) (For Flows up to 1200 gpd) G.3. Calculate basal width ratio H.2.f, Multiply, dike multiplier by by dividing rock layer downslop•e mo�ind �eight to get loading rate of 1.20 gpd/ft2 downslope '"d�ike"widfh; ` � . by allowable soil loading y,35 x �, 2 =�„�. 9 g� . ' rate; � 1 . 20 �pd/f t� = �gpd/f t2 = z, 0 _ g• Compare the values of step H. 1 Check this value on page E-16. and step I�.2.f. Select, th.e �;reaEer of the two values as � 4 . rtultiply basal width ratio by the downslope dike width; rock layer width to get feet ' :equired basal width; h. Calculate �upslope+dike width Z , 0 � /O f t '= 2p f t usin� upslope mound t�eifiht . and upslope dike multiplier Fi. Do�,�nslope Dike Width , from pag� E-18; X ft 1. If landslope is 3% or more, i. Total mound width is the sum subtract rock layer w�dth of upslope dike width plus rocic from basal width to obtain layex �idth plus downslope dike minimum downslope dike toe width width; � - ft - ft = ft � ft + ft + ft = ' ft 2. Calculate mound height at edge 3. If landslope� is �2.�9 percen� or ' of rock layer on dowrislope side; less, basal. caidth i.ncludes betl� a . Determine depth o� �clean sand the upsl.ope and downslope diice ii11 at upslope ed�e of rock wid�hs. l�yer: /. 0 feet . b . "lultiply rock layer width by a. Calculate dowclslope dikc� �aicltl� landslope to determine drop usin�; steps 11.2,a, thrc>uf;h in elevation; H.2.f; ' % y�''�feeC ' ' ' . /. 0 X 2 % � 100 = O, �Z f t � b. Calculate upslo�e dike width c. Add drop in elevation to depth • using upslope mound heifiht r�nd of cl'ean sand at upslope edge ' � dike mu�.t���ier;`f,�am Pa,ge E-18; of rock layer to get depth of ,3.70 x �. Of t = //. /f t clean sand at downslope edge , c. Add downslope dike widEh to of rock layer. upslope dike width to rock 0. � ft + j, 0 ft =,�, � ft layer width to �et total mound • d. Add depth of clean sand at down- width•. � slope edge to depth of rock /„��9 f t�+ //./ f t + /p f t = ,�,5 E� layer to depth of soil backfill to get mound �height at downslope d• Compare total mound widtl� eo edge of rock layer; rec�uired basal w�.dr.h from step j, 2 ft +,75 ft +/.2$ft '=.�.Z ft G.4, If total mound width is — greater than required basal e. Enter table on page E-13 caith width, use calculateci dike landslope and downslope dike widths. If requ:�rQd liasal . ratio. Select dike multiplier width is �;reater than toeal of 'Y. 3S . motir►d width� is►ar�a�o dowi�slopw �=� !Yv/E dike width. " ' �, . . � � . � � 3 BE'o,�oQn� . r-ls , PUMP SELECTION PROCEDURE , A. Determine pump capacity: , "" " ` '" "" � 1 . Minimum suggested is 600 fiallons per hour (10 �pm) - to stay ahead of water use rate � " ' ' 2. Maximum suggest�d for delivery to a drap box of z home system is. 270� gallons per hour (45 �pm) to prevent buildup of. pressure in drop box 3. Use value trom design of pressure distribu•Cion system SELECTEn PUMP CAPACITY . . . . . . . . � • . . . . .. . _' .Z�. 6 �Pm i3. Determine head requirement�s: ` 1 . Elevation dif•ference between pump and point of dischar�e . .� t feet 2. If pumping to a pressure distribution system, add 5 feet for pressure required at manifold . . . . . . . . . 5 feet 3. Friction loss � �—�----- a. Enter friction loss table with gpm and tipe diame'ter. � ' ' Read friction loss in feet per 100 feet from page F-1R. F. L. = g. 9 ft/100 ft b. Determii.ie total pipe length from pump to �,�$Gha,rbe point. Add 25 percent to pipe length fbr fittin�;� loss, or use a fitCin�; lass cl�art. Is'qu.iyalent ��ipc length = 1.,25 [imes pi.pe ].en�tli = :1.25 x SOO = �ZS PeeL• � c. Calcul.ate Cotal fricl-ic�n 7oss by mu1tiplyin�; �� � fr. icti.on 10�:5 in ('t/1O0 fC hy equ•i.v;�].cnC pinc " . � len�th. " 'Potal friction loss = 8, 9 pp x �Z,; _ � S,j: 6 f�:�t 4. Total head required is Che sum of elevation difference, special head requirements, and total friction loss. :,5 � + 5 + f'!', G. TOTAL HFAA . . . . . . . , . . . . . . . . . . . . . . �S• 6 f ee t C. Pump selection 1. A pump must be selected to deliver aC least Z_ 6_6 r gpm with at least �5..6 feet of total head:. .,,:,.,, ;,;, , � � • D. To maximi2e pump life select sump size for 4 to 5 pump operations per day. I?. Calcu.late drainback . 1 . Determine tc�tal pi.pe ].engLh, .lDO ('ect. 2. Determine liquid volume of. pipe, ' . _7• 77 "p.,allons per 100 feet. (See page L•'-1$) �" � '" � ' ' 3. Multiply len�th by volumec Drainback quantiCy = .$04 feet x 7. �7 �atlons/1A0 ft � ,3$. 9 gallons • ' 4. Suggested drainback quantiCy is 10` percent' of pumped qua�4tity: ' A larger drainback percentaRe will decrease pump station efficiency� sli�htly but pumpin� ener�y co�sts are usually a relatively small part of the total household ener�y costs. • B-39 PERCOLATION TEST DATA SHEET , . - Test hole location ,�"'�!<G1f!'. �J'R�vI6',v1 •Hole number �- � Date test hole was prepared � -Z y-93 � , .Depth of hole bottom, /S inches. Diameter of hole, 6 inches. Soil data from test hole: Depth, inches , Soil textu,re G '�Z _ ,P[�II,(� ��im /Z -/S O�Po�v� ' - ,Ce,va�' �L�1 y � . .. . � . . Method of scratchins� .sidewall /,�ot6 I��t�rr-�� � Depth of pea-sized gravel ia bottom of hole, 2 inches. Date and hour of initial water filling _ . 3 :.Do I�/� 9 �Zy- 9 � Depth of initial water filling, r2 inches above hole bottom. � ' Method used to maintain at least 12 inches of water depth in hole for at least 4 hours �}'�/r'il t i,v� � . ., ,, Percolation test readings made by /y/�►,(� , `,�,,���< on ' � 93 startin at /D:oZ a•1° '� �=-- g . Maximum water depth above hole bottom (date) ' - • •�• during test, inches. Time Percolation Time Interval, Measurement, Drop in water rate, �� Remarks , Minutes inches level, inches minutes per inch , , � o % 2 ' �oL JD p/ %z 6Fi / : Z �v 73/ 3 i1 �a 2 7� '/y '/ 2 0 /1 : 32 v pj/ 3 Zi. �' :oz 3a� /l '/i� �, . 9 ' . . . , . . Percolation rate � Z d. f, minutes per inch. . B-39 PERCOLATION TEST DATA SHEET • Teat hole location__ �"it/'�BI' �,�'6�16,v� Hole number �L Date test hole was prepared 4-L�I-g3 � , Depth of hole bottom, /S inches. � Diameter of hole, �_ inches. , Soil data from test hole: Depth, inches Soil texture O -/D �C�icis' �DA n^ . , /O - /.r , ��PGLr,.✓ f��,.s�'t CL�7 Method of scratchin� .sidewall _ /�l�C6 !'ri��t TC'/✓r�t ^ . Depth of pea-sized gravel ia bottom of hole, 2 iriches. �� �' Date and hour of initial water filling _ ?;�rv % 9- y-9? Depth of initial water filling, �L inches above hole bottom. ' -` ' Method used to maintain at least 12 inches of water depth in hole for at least 4 hours /!'6i'/�t/�✓F Percolation test readings made by �,�,tK (,',P�,e,,,�r,�� on '�1'�f'g3 starting at Q: 0�1 ' a' . Maximum water depth above hole bottom� (date) •�• during test, inches. - • . � r � , _ , Time Percolation Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minutes per �� .t Z inch '" i%' ,� ��'� � ;' ' : �1 // S� ,� . /,- y �� �/ � �c�c . � :o y .� �h, �� � Z ' �/ /� 3/ �� • 2 , G -o .. . ��h N.D � : 3� �� � 3 Percolation rate � 2 f. ,3 minutes per inch. , B-39 PERCOLATION TEST DATA SHEET � Test hole location �'il'Ppsl' �,j�f,v.jF�� Hole aumber � P� ,� � Date test hole was prepared Q-Z�1-�3 � , Depth of hole bottqm,�,S inche�. , Diameter of hole, �_ inches. Soil data from test hole: Depth, inches Soil texture O - /2 ' ' �lA�k �G�� ' „ /2 -/S' �,rc r�v.c� li�-o r �L�f y . . . , . , . , Method of scratchinr� .sidewall _�Bl� .l'C'�.l�'lY✓f:C � Depth of pea-sized gravel ia bottom of hole, 2 inches. Date and hour of initial w�ter filli�ig �: GG �/K 9-L y-9s' �� Depth of initial water filling, �Z inches above hole bottom. , , Method used to maintain at least 12 inches of water depth in hole for at least 4 hours �'IS�`�(/i•�'G' , Percolation test readings made by /7+�',/.�k' �j�{�,r//,�pG,t� on 9'2S'`}.3 starting at �:GI a� . Maximum water depth above hole bottom (date) - during test, inches. � � � Time Percolation Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minutes- per � . inch /O:O S ' /D: s 30 �/ i:o .. � �jy � � /�: �i . � - . z :� �� s 3/ � - ?: <� ,, / �� �/ s . P' �E'6�'�tt /=oS i�• % 3/ . / � f �i 7/ / J/ , • , � Percolation rate � ��. � minutes per inch. . ., . , . B-39 , PERCOLATION TEST DATA SHEET " Test hole location .�/fl'�o'd°1' ,f„�'�e%rF�✓1 Hole number /°-`/ , Date test hole was prepared 9-1 y-9� � , Depth of hole bottom, /S inches. Diameter of hole, !S inches. ` ' Soil data from test hole: Depth, inches Soil texture d ' /2 At.��,� ��,,r1 � 1'�� - /.� �!'�dl� ,�i7.�.'i:_r.. f:/e.-u".•` r''L,,P h Method of scratchin� .sidewall __ /��L6' fr�P�s�',t/G,( � Depth of pea-sized gravel in bottom of hole, 2 inches. ' Date and hour of initial water filling _ ,�:OQ �jrt 9-L'>-9 ' Depth of initial water filling, /L inches above hole bott`om. �� Method used to maintain at least 12 inches of water depth in hole for .at least 4 hours /P��'/c!r�/G Percolation test readings made by /a'j,/,f�' �il/tiip6,C� on `� -Zf- 93 starting at /0:06 a�m� . Maximum water depth above hole bottom (date) � during test, inches. . , , , , . Time Percolation � Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches ' minutes" per " ' ' inch a:�G S S % i • � :. `/ " �/ %z F , i: o y 3 . t :oG G- �/h � U.O I : .3 J� 9 �� �d � �/ � 9 Z Percolation rate � /9. L minutes per inch. , B-39 PERCOLATION TEST DATA SHEET ' Test hole location ,T,l�a�l �J6�f6� � Hole number �j'S Date test hole was prepared _ 9-l`f-9� � , Depth of hole bottom, /S �inches. Diameter of hole, �_ inches. � Soil data from test hole: '' Depth, inches Soil texture �- /'2 Dl��k S.ik d� �O�r� � 2-/J ' , , � � .. , /�KLla,r.� �f;ict i>t r��'y Method of scratchin� .sidewall _ /�/OLF fCt'.lTr'/JcS,C ' _ Depth of pea-sized gravel in bottom of hole, . n . , , Z. inches. Date and hour of initial water filling _,�:Op �'� 9-1y-y3 Depth of initial water filling, /Z inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours �Q��/«s,,.r�' ' Percolation test readings made by �f,��',t` G"��,v,�Ftr. � on q''ZS'93 starting at /D; 09 � . Maximum water depth above hole bottom (date) . , during test, inches. , Time Percolation � • Time Interval, Measurement, •Drop in water rate, Remarks Minutes inches level, inches minutes per inch /!r';r/9 - � 3a �/ 2 R y . Ir : r��3 i� Of �/. ,��eC , �, ; � ., �/ 3� . !c ;0 9 �+ '� � '/t ��� ��=�cc. �1 ��} „ �� S/ � / :,;�9 �� 3 1'/ / Percolation rate s /�, S minutes per inch. � • � B-39 � PERCOLATION TEST DATA SHEET Test hole locatioa `Ti�cae�f ��"�,✓SE�= � Hole �'umb�r " P`� � ' � Date test hole was prepared `�-L N -9� , Depth of hole bottom, /S inches. Diameter of hole, �_ inches. Soil data from test hole: • . , , , Depth, inches Soil texture Method of scratchin� .sidewall _ �/Ql6 r�PATrti�,� � Depth of pea-sized gravel ia bottom of hole, inches. Date and hour of initial water filling ,3:Oo �M 9- 2y- q3 Depth of initial water filling, �2 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours iC6F/« �,✓G , Percolation test readings made by �•f�� `"'�PG�v,f(�,�G. , on `�-1 S"-`33 starting at /D '�i a' . Maximum water depth above hole bottom � (date) � •n►• during test, inches. • Time Percolation ' Time Interval, Measurement, Drop in water rate, Remarks � Minutes inches level, inches minutes per , inch ' :/i S t , � . , : � �� ,f/ . • / /! �/ � , s , / • �t ?/ � i� ; �� �/ 3 . ., �2 i�l/ r� 3 �` D / i // �' . 7/ / 2d, O' � ti� r � , Percolation rate = 20, g minutes per inch. ' ' • LoRs of Soil Borin�s � B-31 Location or Project �. 7�i1/'O�lJ' CG16IT /✓ON�C Hor inge made• by /�I A��C /.'�Parvd 6�t F Date 9-Zy-9� _ Classification System: AASSO ; USDA-SCS ._�; Unified ; other Auger used (check two) : Hand �, or Power • ; Flight , or Bucket �; �other Depth, Boring number / Depth, Boring number Z., , feet Surface elevation • feet Surface elevation 0 p• 8���lC �dAr� �LAlk lo.I/n 1 _ r.N�tc� Ro�rcr 1 - l�+r�u �+�o�rJ' ,�A'GLvr�/ J'./�.�r <"l..iY ' 2 — . . 2 — , 3 _ �AGG�.�✓ j�►,�-�Y C�Ay' . 3 _, lT. i1'�aa.,►. ��.tf*r r,��o d� �O�Kf ��a��f 4 — 4 - � �O.IGLs�,�J C OA�i 5 — 5 — 6 — 6 _ ., . 7 — 7 , � 8 — 8 — , , End of boring at .S. S feet. End.of. boring at .S. .O„ feet. Standing water table: Standin�z water table: F�esent at feet of depth, Present at feet of depth, hours after boring. � • � hours after borin�. Not present in boring hole �� . Not present in bor3ng hole ...�_. ' Mottled soil: Mottled soil: Observed at .�- 7 leet o! dspCh. Obsarvsd at . O last o! 'dspth. ' Not present in boring hole �,_. Not present ia borin� hole , Obs�rvations and coffiaents: Observations and com�ents: • - LoAa of Soil Borin�a � ' B-31 • Location or Project S. .T.�('oB1' _j.'�163'? NGc�lF Borings made• by /�I.I�fK Cko�v9GRG Date 9'2�f-9,� Classificatioa System: AASAO ; USDA-SCS ��; Unified T_; other '' Auger used (check two) : Hand �, or Power � ; Flight , or Bucket �; other �� Depth, Boring number Depth, Bo�ing number : , feet Surface elevation � feet Surface elevation 0 0 y?l A�K 1'��d y t a�t n� � ,. 1 — i — � • �1'Eo BR vc�,� IA�v 7' Cf.�Y 2 — 2 — 3 — a',ro�w l/�..aY Cte y � 3 — ,. 4 — ��r oc�.✓ fic rr Ct�/y Ca,l r� 4 , � , 5 — 5 -- . 6 — . � , 6 ,— � . 7 — 7 — . , 8 — 8 — End of boring at s• 4 feet. End of boring at �' feet. Standing water table: Standin�t water table: I�esent at feet of depth, Present at feet of depth, hours after boring. � hours after borin�. Not present in boring hole �C . • Not present im bor3ng hal,� Mottled soil: ; Mottled soil: Observed at ,3 • 8 leet o� dsptl�. Ob�srvad at lest o! dspth. Not present in boring hole !T. Not��present� in boring hol`e ' � Obs�rvations and comments: Observations and comments: DAT T�ME CITY OF ORONO CALLED IN I ' . INSPECTION NOTICE �j� �� SCHEDULED � � PERMIT NO. ✓ OMPLETED }� ADDRESS �����l,T�� OWNER CONTR. �.� �� TELEPHONE NO. � DESCRIPTION �G�n�.� � 01 FOOTING 11 MECHANICAL RI 16 WELI TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS Z04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q OS FINAL 13 METER SET/TURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK•UP O6 PROGRESS � 07 DEMO—FINAL 21 COMPLAINT = 09 PLUMBING RI 5 SEPTIC INSTA 22 FOLLOW-UP � 10 PLUMBING FINAL 23 SEPTIC AL Q OWNER/CONTRACTOR TO MEET YOU: YES_NO y COMMENTS:"`�� ���� L<l7��''� j%%�?%j''�.�"� W -s' � �- a j — O �. � O � W � Q � Z W � W � � d �WORK SATISFACTORI�PROCEED ❑ PROJECT COMPLETE W � ❑CORRECT WORK 8 PROCEED �ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION' TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN �NSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR C CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.4 3-7357 OwnerlContractor o - ' � =� � Inspector. �. ��c.� White Copyllnspector's File Canary Copy/SIM Notics DATE TIME CITY OF ORONO CALLED IN � INSPECTION NOTICE,�—t� SCHEDULED � �� PERMIT NO. ��._J% COMPLETED � 1-� ADDRE OWNER CONTR.5�4; TELEP NENO. �`'7� -� 3�� UU � DESCRIPTION . ��" , ��� . � e�.� ly Ot FOOTING 1 11 MECHANICAL R=�� 16 WELLTEST PUMP � 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GAADING/FILLING � O 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREJWETIANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI STA 22 FOLLOW-UP � 10 PLUMBING FINAL SEPTI , , /sf� -�y�4� � � OWNERICONTRACTOR TO MEET YO : _NO y� ��.�- � COMMENTS: � �� TY�?'/�,,l�� � ,Z7���, 9'� � � � la�'� ��- P � �� i� � � 0 � � � 0 � - W � Q � 2 W � W � � d ❑WORK SATISFACTORY:PROCEED �PfjflJECT COMPLETE W � ❑CORRECT WORK&PROCEED ❑ 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.CALLTO ARRANGE ACCESS. 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