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1998-010944 - septic
PERMIT CITY OF ORONO PERMIT TYPE: _- ° :-=- — — �•:.::;�;__-: .;:, i��;�:�:,: 273Q.,Kelley Parkway- P.O. Box 66 :Sl,;^;,y.. , f Permit Number: �.._. Crystal Bay, Minnesota 55323 -..-. .-.-. (612) 473-7357 Date Issued: _ : :�s:.::�=�:_ SITE ADDRESS: � �:j. ;`!=°"s'�'%�i_� `�i_s i�� _ � . i'*i . . ._�t=�—i i`. _.._—'1 ; _..t}:1 1 .- DESCRIPTION: '��;C:.e�_:�w Y.} 3�?_';f.'_:°F~' ��L..i'iil: _ E i�'r.. it.I�=id;{ �.F,f� �% _ , �:�F I'�. I I REMARKS: FEE SUMMARY: � ...'_?��f_.1 1:_'�.E� _�_.__._...._ �� — - ' - y�Yie_ . _ .. CONTRACTOR: — �:��_�� ?:ri.}��� -��� OWNER: ,r x, _ —..—�-- -- — . . . . — , — — . �s., . ..,- _� ;-,�_ _ _ _ ,;_:,,.� �.:; , Ev •—:';J���ii._:'i��=.+ _.�!—' , , c_ _•�;:,'�s'1:_,__.� W x7..+�:w`�M�.��: . . .. . .. .I _. _ �`'i+' _r•;t�:,� .i�i�''t,J�`K iit; _:i r�-3-t;�'`��l�ai !-, h;�: i'`.� �J•`"`?�-�1�=�s�.,±-� S`�{'" _ _ - - - `'_��.�..�?'�:! .`?':.�. - _ -`�'{� .`„. �_.� .__ .. _ _ _ _; .... ,_.._ ___ ..._ . _._. _ . _ � � b:`=, ; ;-�f'�}-S 1 ;'�:-;',:�'"Y['r _, {�'_ —�"t�xF; _ : ` :I�'v Q f i i �=fr. ._... .__ ��" '��ju f `- ( ��t- :,,;:`Jt, . . . ;:.i ... . __ _ _ _ _ _ . _ . .. ._. . . ._ . _.. . . . _ .,.., ' 4`' ' �'�� '�cf i ft*:3r.. :�», .� . . , e. . � . , . .,_.._. .: :_._ ._._. . . . � , .�"" _ T, � .. . � '��'_' i Y :,�i_i ,_ `.h_" i }'! � i°[��F�. .. ._ ._ 4:4{ i E ?'� f"'3i...=. _ _ , S 'S� ..��j__:i, _.._. ' .�. ..� . �� ��'� ;, ( i�w .�' . .. � � _ . w.__.'' L f`�V ` : ._ : :r:�#.� - . . _ . �`f_. ��?z'_ _ i . . _ _ ;i._ ; pv;� {.l !___ . ._.�3;_'E�.�. _�,K¢ �_. , � _ . ._. .. .... _ . .. __.._. ._, �i.. � � � APPLICANT PERMITEE SIGNATURE ISSUED BY:SIGNATURE + CITy OF ORONO SEP'TICSYS1TEl�IPER��IITAPP'LICATION Box 66 (2750 Kelley Parkway) Crystal Bay, NI�t 55323 = JOB SITE ADDRESS: �% �� �o�_��'`�"'��� Occupancti• Type: Residential �_ Commercial Other Permit T`�pe: I�'e�v or Replacement SS'stem, $100.00 /�'�• �U Repair Existing System, � 50.00 ' (Tanks or Drainfield) 0.50 State surcharge added to above fees . *See fee schedule for non-residential permit fees Otivner's I�'ame: ���°���r�f'-� „J �- Phone\Tumber: Nlailing Address: City: �P�_-- Contractor's Name: �. , �� � � �`c� Phonel\Tumber: 51��'--s�'�S` Nlailing Address: q.S�o .C,��� /� City:�►�s-Ii� _ ��=— �.��t� � p0 \TOT 1�SA-TL PAYi`'IENT ti�ITH THIS APPLICATIOti' GE\'ERAI� I�'STRUCTIO\TS �. Applications for septic system permits may be mailed or submitted in person at the Ciry Offices; however, permits will not be mailed out. The permit must be picked up in person at the Ciry Offices and work must not begin unless the permit card is on the job site. J 2. permits will be issued only to con[ractors holdin� a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system desi�n. Design reports are not considered approved unless accompanied by the "Ciry of Orono Septic System Approval" cover sheet si�ned by the Ciry Inspec[or. 4, The followin� inspeccions will be required for all septic systems: _ . A. Pre-installation site inspection to include inspector, installer, and general concractor. B. Tank installation prior to coverin�. C. Drainfieid trench installation prior to coverin�. For mounds, inspection is required after rouQh-up but prior to sand placemenc (sand will be jar tested for silt content), and a�ain durin� pressure distribution pipin� installation 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 «ith codes. 5, Iridividual holdin�MPCA Installer Certificace shall be present durin� inspections: A 2`�" hour notice is required for all inspections. M1 4 NOTE: Applicant rriust initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. . 1. I have received a copy of the system desijn includi.n� the Ciry of Orono Septic System Approval Cover Sheet. � .2. I wiIl be insta in; the followinQ: A. Tanks�� precast Concrete Other Manufaccurer�������1���� � Tank Capacittes: 1) /2_-�ogaI. 2) �o a o oal. � o � J �) � C aal. B• Pump Station (if required) � -�� Pump make & model iQ Y, i'YJe i�:-u. �-� 1�l (attach pump curve & literature); system desi�n requires�l�X�,5 opm at �� feet of head. , Hi;h �va[er alarm make & model ,,L�.v�;/ �L,9ti�-v Outside • electrical work [o be completed by installer eleccrician other Ins'de electrical work must be completed by electrician. � (�� : C. Trea ment System:��� � Trenches:��� S,f, Mound Depth of rock below pipe " Rock bed dimensions 'x ' Drop Boxes Sand bed dimensions 'x ' �� Distribution Box Przssure Disc. Pipe Diam. „ (C� c�',,� a C ���-�L � � Maruford Pipe Diam. „ � D. Final Cover/Topsoil to be: � borrowed from site (show location on site plan) � trucked in The undersijned hereby appIies 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 reguIations of the State of Minnesota, and certifies that all statements made on th.is application are complete, true and correct. Si�natureofApplican : � v Date: i�' Z' " ,� � MPCA Cercification No.:G �9 � - Staff Review: Appro � e�� � ReY-iezver: � � -� - � Date:_ ���S���� Reason for Den.ial: .Q„ O� CITY OF ORONO Y � SEPTIC S�TSTEM APPROVAL O .� O '� _ � � �i ����� �� ITY of ORO�1'O �,, x:,t, ,r3 } �� �S ►�r ��:'��:. ,';..J � t�� ��,i�:.;=- � ��ja NtunkipalotTices �� � � '� �`�.J���;'� �, Post Office Box 66 � L �� �°�� ��G c���y,M;t��c�ss3z3-oo� �kESH�� LOCATION: 781 Ferndale Rd. N. OWNER: Kevin Tapani GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: Swedlund Septic Service REPORT DATE: .7uly 30, 1998 The City of Orono has Approved your on-site system design as of July 30, 1998 (approved-disapproved) (date) with the following conunents: 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 ttie 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 tlie Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, e�c.) 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. CITY OF � NO � By Stephen ckman, On-site Systems Manager TELEI'I iONE-473-7357•FAX-473-0510 FF'Of l : F"r''=; F�HOhIE FlO. : 44���=�'�1 J�_i l. =�_� 1��y;=� �_�'�+:t-��-�Ht1 F'1 �, Fr��r��. thE� desk. i>f I,� sweo�uN� � ` �'!lS:' � � �eff S«�edlund �= 442-�R�S �-.�D- 9� �- ��� ����k��� �RD/�1 = SLt��L u�'t,�'D S��i�7 G,. Pf�� � �� /a ��- ��.r��� ������� ,�='a.� �'�-rv� �r'�s�pE�-v� �D , f�l�.1�/'�Z--�� FF9=il°1 ; P r„=;• PHOhlE FJO. : d����=r�i T�_i l. ^�-� i'����_; lit'_I:l_"11HI`� P� . ` � -� ��11�.�.C� T� • SWEDLUND U �� . �O o: ►�� l�l� �--. � Serv�ce (.0 Perc Test [� Soil Borin� fk� Design ❑ Installatiori Estimate Prepared For: �.,�..,��'�'�!'��=f `7 ,�','i'-:�%.'--�•. *n,�"� .:i'`l���G' f;��!'� T�-� �I" `.�`/�y ��� ._� „ '' "�� �, :..�. . t� )�r,f t-. t.',-„,� .�• r'',�.�I .;.,��.r �� ... . r�.r�,.y W 'r .T � _ . . � ;�'i� � Site Address: � �; Q !�3 ���lz� I �`'C � _ �ll o�e%� �,�.�.�.c��9�� ,-;,.�'�f f�� > S�a��. �e�, t€f��c� : - ::: _, _ _ :: : . _ ,:, , I � f Swedlund Septic Service • 9520 La�;etown Raad • Ghaska, MN 55318 • 442-5555 � FF'Clf�l . F''r'=, F'HCih1E hll=l. . 44�'�t�7'�+1 J�_i1. �t=� i'=�'�+�_� �-1'�:t=i1Hl•i F�� 1�.� - �irP �.+ce .�i. �,'G+' �� _ . 2 d a is � 'i X i� Y—�."--Y—_"' /.7 ! dL<' p�t�y lOJrJ' rf..<a.� L�A [!��r �/, ► � ula..� F�..ct i:.�e �i�TT F �R � �, �,,, ;,. f.�.s 4��a av�l.D�N L �!%' lNSPEC�R �� E-- /owFA /O[f , � DAT PE�MIT`!O. . . � -.�'—_ VED k�S�E'AITi�ED ❑ APPFiC�V�D U11TH CORREC7in^����;�p?Lp k<���� i , O t T A PRO ED---CO ECT&fiESUE+�11�'" Fs� < � . � "+ T�e ornpie ts are for your inforr �tion.All wark sha�l b� or.e c..;,,-.y�u, r - �••• - � •'� ! .an fui� mplia Ce wi atl appucabie bwiding and zonin� ode. � ��. . � � '` �;-w �,, �ir�ments g items not spaciflcally noted in!h�s re� ew. � �;9'� ;`1�,s `%,' ;`.. �;, �CEEA 7!-f;IS�LAN SET ON S17E AT F,LL TI^;1 S ..,...,., ._ .... , 8':414� - \ ''',' -- ,r,. ��Ci9.C� . , p+�� ` � � �; �C � �\ f� . . 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' �.r-" , r,���,~ "�" 'b �, � �~ w, .r ------ � ., '� � � � � �, � �C r r0?c.�l - - �� i \ 6 a � .�.._._.._..... t , . _. , �Lh�,�� I ��R ti f 4 J y~y--~-� — aQ t � r v, ~ - � l, . � ,. .__.��... . _ . ...,. . . . . i .. ._ � �� . _ a.y _ _ / , .. li <�� i� n � � � ' 1 < . , t ; ' ;' ,, - ....._..__ . �., .. �,� ��L f :'� � � r zo � ����9., �k � j � '•� �y`� i' � r�,�— � �3 J, ~ J `� Jp' �' � � �'Ji � g • a 1 � , 0 w ��� ( C ;;` Qf�i" � / A bi � � r J TJ /� � �� � T `i � / ) L� 'y" �'` . . - �� . M1� �. 5E cnr�l� �� � 3 r ,+ c* � t,' e f Yr�e t B y� ` i t � ti �'.�:': ��' 9 ; � r � \ ��e C%�'8•s1� t +� �o � i . . _ _ ,4, �w � t I _._ i ��;,e,+ � � r 0 G , � ' � 'f L'o <,? �4.+ r;.` * �J � \ � � �_ �..._—� . " . J� .'G_!.'F-� L _ .... . _.�... , j �q^ , ti � _ ��P1,1 ._.... -�8�- /6 9, 9t �`� �N Nf��a �� —. , �•.. � BLdfrTO� _ . . i -� / ~� 'r:�c,y.r; �gA°s7 'c �.�a.4p � �"i //?/4'-�i ' l -- _ _ _* r„. ---•--... . , �. � . _ _ FF'i=�h1 = F"r''=; � PHOFIE hU=i. : 4-1���=�'�i _T�_il. ^�=t i�����_� �=r�+:�-��Hhl P�l �,..;._-„a,,,�,,T,,. _ r_.�.,,-,.�.,.��.... �o�s o SOIL BORINGS c -T- � �� Location or Project J. A "- /t-�� p Rorings made by_ SWEDI_�fND _ . Date �� � / � � Classification Systern' ❑AASHO � USDA-SCS ❑ Unified ❑ Other„ Auger used (check two}: Q Hand ❑ or Power; ❑ �light a or Bucket; ❑ Other bepth, Boring Number_, � Dapth, Boring Number �� 7 in feet Surface Elevation ,. in feet Surface�le�ation o �� � � �� � �' � S►� c� 7 .�i�� , ��... �, .���y,--�. , - ��- � � ► t �/� , - l �f� � �l 2 _ �� 2 - � ,C�-�-...... r� �� �� �,�,��� 1 ��..a � _ ��,����'�. s��..a`7 3 - l 1 .��-�-�.-...- � � ,/ y/� �� / 4 _ 7� 4 - � � �'�� �.� -' �'i�.�d� , S�,.�`�`� � 5 - � .�� �. -�/� � - `�� 4� 6 - 6 � _ 7 - � a — e — 9 - 9 ^ 10 - 10 - �J S/� feet. End of baring at S /� feet. End ofi boring at Standing water tabtie: Standing water table: ❑ Present at �� feet of depth, � Present 3t feet of depth, �- hours after borii�g. hours afiter bOring. , ❑ Not present in boring holE. ❑ Not prese�t in boring hol�. MotXled Soil: Mottled Soil: ❑ 4bserved at �� feei 4f depth. ❑ Observed at N� feet of depth. , ❑ Not presc?nt in boring hole. 0 Not present in noring hole. FF'O!'1 : F"r"=� F'HUFIE F J0. : 4d:'_l_r+1 T�_i 1. ��_� i'�y�=� ����:L1='i=�t 1 Pc W - LOCS OF SOIL ORINC� Location or Project��A� � � _ �� �-' �_'/----L���'-� �A (� Borings i�iade by SWEDLUND Date ����"'�� Ctassificati�n System: ❑AASHO d USDA-SCS ❑ Unified �Other Auger used (check two)' Q Hand ❑ ar Power; O Flight � or Bucket; ❑ Other Depth, Boring Numbsr � � Depth, Boring Number_ in feet Surface Elevation in feet Sur�ace Elevation � /O .� 0 O � � ' ��`r _ 1 — / 1 �D � � 2 - �a � W G'2 6�v� / �. �c�-.-..�� f ��d � `��.� � ;�!�� ,, _ 3 - � �$ �Fy-,�--.,c� ` �/ � � - � J z 5 --- �t" s•-� ` s,�. � 5 _ �.,u��-��- 6 _ 6 - 7 _ 7 - 8 - � � � - 9 - i0 - 10 — �nd of boring at ��� feat- End of boriny at feet. Standing water table: Standing water tabte; ❑ Present at � feet of depth, ❑ Presont at Feet of depth, hours after bo�ing. hours after boring. ❑ NOt present in boring hole. � P�ot present in boring hole_ Mottled Soil: Mottled Soil: ❑ Qbserved a1 �� feet of cfepth. Cl Observed at feet of depth. ❑ Not present in boring hole, ❑ Not present in boring hcle. FF'i=iF1 : F''r''=; PHi=iFlE Fli=i. : �l4?�t_r�l T�_il. ,�_� 1'�'�;_; �=i��:i=i^Hhl Pr, � � � , ' . , Loga c�f S�91 _B�rin�� � —- _--- � f � I.ocaci.an or Pr��rce .. --- -- - —,.. 4 �' �(�� —� � 8orlr��a mad� t�y �'c.car,� �c�l��S �_..._. Dare /~-�y�— 1�''�' � — Claa8lftcation SyStern: AA�tICI , USDrj-S(:.� x � UnlEi�d � ocher Au�es uaed (cneck t�n) : ![�nd , <�r Power ; Fli�hr. � ar B�ckee ; other ,�' �.� ��� ;�- � I3bQCh. Borinb; nuinbeyr �.�� Uc�(�tt� , I�oTlr�� numhrr J�%�� in 1n � PCeC SuCt:tce �l��va[ 14r� f��� Surfa�e rrZ�vu[ion � p �C/ /�/ �.•S C� �. � �y Jt1.'voS'�'/ ,� � k �� r( ' � � �� � � � ��� �� �� rv� � � � � — , _� z .3 ��-1��:� �C.1�.� ..,�. 3�� �� i � � �'���� � � i I � h 2 — �a —� �,. ��.�; r� � � ! 3 � �-, �� iu � 3 _ �� .� � , �" S / �, ���,,,.,o y r� � ; �`' �.o .� r�-� '3 I �. k �.- ..� �� I T L� �� Da ve ! ��.r,. 41�',3 �8 I ; � • 5 ^ p !M o`1Ts �f�-• � � '�." � .� m�, ►�e � � i f=� � 5 � 4 � � � i � ��- �Q i4 t►�.� �, CC r�t�u� t � � —� — � � � � � � < a -- ---- : , f i � 9 — W � Y � l � i F` �.0 —' �Q ` + � I � I � 9 � I, � �nd of D�rin�, at � (v � fee�. �nd of bor�fn� ac feet. �,� � S[andins w�ter tablr : St�nCInR wa[ez tnble: II � PresenL aC � fe�L nf �ie�th , Presen[ a[ r ��et os� depch. i � t►cur� a.fte� borlr.�, houx� after borinR. ; � Not presan[ in boric�� hole � , f�aC pr�s�ne �n borina hale _ N Q' . � � Muck1KJ So:1 : ' MoCClad 5011 : �I O�aerv�d :,t � � _ ftec nf d�•��th. (lhscrv.:d :.[ N �} fCec �f drpth. � Not {�re::unk 1n bnrin� Y�c1� � No� prescr,c !n borinT- hple I , t I FF'OP�i �. F,,,"_ F'Hi=iFlE �li=i, . 4-1=�'t=���1 T�_il. ^�=i 1��,���_; �=r�:i=�^Hf.,� F,, . i . I i �NJ�).�'1[]UAL S�WAGE TP�EA�'MEiVT SYSTEM WORKSI�E�T ', 1 , ' F�,�'�J i E;umaccd Scusae Flaw;�,:GalSons per dsy �. Estimated ��,.�t� d ��'. T , ��P I v,:,,xr f 1�t )-r��rt I�vo-tts 1 Y,.� � measured x 1_5- �pd ����`. ! , i � t�", y�- S�PTTC 7ANK tiOLUi�i� I � � , � I �. �,�- ...ti7 � �31iii� 1' 3�0 [ :c.� I Z�g I �c�� cr dic �i ' �_Q � 375 I 256 � valucs '� SC3ILS{5ite evalu3t on data) ' S � 'so-' e5o i ��+:� ; �, ! � t � �iCx� � 5'.S � 3_1. i ;�.tci4 ' C. Depth to rest�i�t�ng layer =��l.dS feet , j ic��r, ; f� z-o n�r D. ti4aximunn depth of system C-3 ft^ � feet 5 13C� � 675 ao8 E�', E. Te:<t�u�e 5�CL� �'ercolztior.ra ce >>�-� __ ._MPI �; ; CO'``'"`�` F. SSF �o s�ft/�d G ��o�e.�_°o xn���•r�n.c� �������„ ���a2:� Lwv:��1�,.:���y ti�mkr:c�t ti!�inir.wm L��2U�G L:�WU':]i�3:lryw(Ul vi:H�i:�t�i::il:. 7R���� ���0*� +��A a(;vil%)1[I$ CJa�Ltl)' 4�CJKC/lli:[IS:II �lii i�:�I�}C LV h S9 �- -T� �I,r k:)C !sp � ��:5 �1���N� H. For trez�ches with 6 utches of rock below t�te pipe: 3�,�.� ic��3 �sa: _��u� ;,�r h ��iz� :'So � i:,i Kl�> A�F �= Y - S�t�Of�lOCfORI 37�d 7.���ry _�KXi SriU? I 1ix;�.� I_ For trench�s with 12 inches oF roc�E+elow tI't�pipP' A x �x O.S= t x 0$= se�ft of bottom area �o;l C6aracttri�t;cs and Required Arelas j. For ts�enc�es with ls inches of rock below the pipe: t'o�S�.�a �Z�eatmenc I A x F r 0.66= x x 0-66� s ft of battom area �q��c I _.._.... � Fcrcolnion Rate in f�. For trenihes wikh 24 inches of rock below the pipe: nt;nuc�3 0«�:��n so��Fezturc fcct per ea;lor. r!�i�!) per day j A x F x 0-6= x x 0.6= sq ft of boFtom area BED BOTTOYI AR£A caste:ucan 0.t � Coarse Sand ----- i 0.1 co5 S:,nd 0,5± ' L- 'For seepa�e beds with 6 0�I�inthes o�roc�:below the pipe; o.� < Fin�;i,a•� 1.5 x A x F� 1.5 x x - s ft vf bQttom area - ��i= � sandy oaR i.-�� 4 �o�a o� i.6� �� 31 co s5 Sitt Loam '_.00 a6�0 60 Clay Loan =.�G ROCIC VOL.UME IN CU FT 5ti,.vcr than ea--• c�a� ---- �I tii. Rock de th below c�istribution i e �us 0.5 foot rimes bottom�,rea: . F p� P soit too coarsc sor si.e��t uea[ment IVj -Ro�k,3epth+6 i3lthes x o�sea (H,I,J,L,K) U��systzms fcr rapiely perrnrablc so�1s. I +0.5 ft X - Cu ft " Soit hsv�ng�0`or mu�e of Ertc Ssnd � � ( � -' � F+la.y vCCy tirc':an4. ! ROCK VQLL7�fE YN CC�YDS "`So�1 wieh�ou h��h a pe�centage of elay(er, ;�;_ Volume u1 cu ft divided bv 27 �ncWtaiion oi art mtruun4 scandard system. M-27=cu ds_„^T27- cuvds R4CK WEIG�£T 6 inches= U�o ReducEiozi* O. Cubic vards�es 1.4= to�1s ��.ll1C�leS= Z�% R@�tIC�"lOn J N x 1.4 =torLs x�.�= tons �8 ittches=34% Reciuetio� 24 inches= 40% Reductio� SYS'�'EM L�NG�I '�sizing for $rav�lless trezi�ch P. Select tres�ch width= ft I Q. Divide bottom area by trench width: (H,I,J,nr K)�-P= �1Lled� fe�t Geotextile Fabric �:��-�QA'� a=Cdaa-e'o� 2-`�C•7C`! '1 = - I]Zlea��f'�t Qe,�a�-=Qa..as4o,Qo�e d.,.o..� 2"Rtx;k Cover _ ...� -..�- aiaq�Oq.SA n.on..� c= . . I �1. Gsavelless Design ^ �° ����'y�^�' � A�i F*�(3 for IO"pi e,.�.for 3"pipe, wid?th�of the Chamber � �en-`� �s'�=`a t 7� � _. -,�L� � o..eG ,bP,s�oy �4"Dis�t.Pipe X I,�?� teEt ���:�d ��q � �J ag��r �� nQ s� �a vP:a � _ _. _.. . �a oq.r_o� `.�g.'h't�a:'. ..oG'J9 � . ' LA 'til\Ltl ��p�t�4`�.�DQSC4�ra� n.rarop I 1J�1T 7P e qQ'Ot:'LC�.o- aq o� -0p�trp�etr� R_ 5elect trench spaang,cen.er to center��feet r„ o, �e� o�;a�, �ch s acin bv lineal feet R x =s ft of la�vn azea c `�� �'�a����o��ICC��<�� S. Multiply tr p Q � �� v� -�;-=Q� da;[ a'�ex „' � �X�Qfi�� ',���iC;ft c� C° o.y4 D c'q��q oc�'doo, �-?� �i Rock c'J'7aQ;3DpGo- .tG.S o �eGaO J/��� �/ ,?�� o..e„P`,�.e Oo o�-� L7e.'��"o^" .. c'�o°e�neo� [..A,YOUT(Use other sid�) L., tra,c�ae a .,�D�,o ! 41,�a- JT'JDIl)BC�sG'iJ�s,;>08�:n 1.Select an appropr.ate scale;one square= feet. • o�,o �;.,, ,„o:�� ���,:o1 I aL v.�cyb �oyoc,� . .co:� 2.Shew pez�tinent property boundazzes,right-of-w�ay,23St'iT1221tS. ��eaa c�da "^c':� �o-,�.._.,., ofJ0�7�"JnpDjn:oo. 3.Show location of house, garage, dnvewa}�,ar�d all otl'ter improvements, existin�or proposed 1�30"rvidth I 4.Show'location and layout of sewage trEatment system. � S_Show location of water supply well. 6.Dimensiozt all set backs and separation diskances_ II o�.�t'r� �. FF'�=�I°1 . F''r"_ F'H�=�FdE IU=�, . 44���=�'�1 T�_il. ^�_� 1����;_; i=r�:�=i-1i��1 F',=� � � � �� • - � - j . 9 PX3;�SP SELECTIE�N '��'.00EDURE I; 4. Detertnine pum ca acxty; II GravitS' �tfi�tion'"- � -- - _ 1. _ iinirnum sug�ested zs^0 gprn' � 2. :�Iaximum suggested is�S ��I71_ _ PCx-tora�on Discharges in GPIti1 ..- - .__---.,.�..-- _ ' Pressure Distibution 1 �P�� �erfuration diam>ter (fezF (inchza) 3.a. Select number of per��orate�3 laterals %/3z 1�4 'i b. Select perEoration spacing� feet. 1.Oa 0.50 0.74 c. Subtract 2 ft_Erom the rock layer lenrth. 1.5 o.n� o.so -2 ft. - feet. � 2.ob 0.?,�� 1.0� kcc::L�ycr!mg�� �, d. Uetermine the r�umber of spaces between perforati�>ns. a Vse].0 foot smgle homes. Length perf.spacing= ft. = ft � spaces b L3se 2_U feet for anythistg e�e_ e. spaCes+ 1 = perforaEions/lateral , f. Multiply perfor�tions per lateral by numher c�f lateraLs to �et tatal numbez of �z'foxatiotZs. x - perforations. P r.,�rs �,:; .�r., � � a x - g�pm. o• ��., �R,;�::`" 5ELECTED PUMP CAPACIIY��gpm � � $.Detemline head requirements: 1. EPevation difference between pvmp and point of d�sshar�e. I { � feet I 2. If puu��ing to a pressure distribution rystem,five f�.�t for pre�sure y'��'�Q"""'y'`�" required at xnanifold if gravity system,zero. ;`�-���°' --� £f�� 7nW pipe lmgth i 3. �riction iess I a. £nter friction Ioss tarle k ith gpm anc�pipe diameter. �,.r� �:2„h;,,,w��,�� Read fricti4n loss in feet per 1�0 feet from table{F-1�). P`�''�_ _ I F.L-�_ft.1100 ft of pipe ,� � - . ........r . � b- Determine totai pipe len�th from�ump to discharge ' --------------------------•---------i a.,.:.. poini. £stimate by adding?5 percent to pipe length for fitting i loss,or use a fitfing loss chart ('�-15 feet) Et�uivalent pipe length-I.25 times ipe length= I �'?G7-. X 1.25=��feet Fri�ctivn Loss in Plastic P',ipe c. Calculate totai friction loss by multipIying Nominal friction Ioss in ft/100 ft by equivalent ipe len�th. p2�p d�� I Total friction loss= ��� x�?_�__Y100=�_feet 4_ Total head rec�uired is the sum of elevation difference, ��m te 1.5" 2" I,3" special head rzcluirements,and total frictaon loss. 20 2.47 0.73 i O.l I �_� �(''�} t� � 3.73 7.I1 �10.16 (1) (2) (3c) 3� 5.23 1.5� !0.23 35 6.96 2.06 �0.30 40 8.91 2.6� Q.39. 'X'O'[:�.L HE.AD �feeE 45 12.07 . 328 10.43 50 1?.4F+ 3.99 ,0.53 55 4.76 !0.70 C. Pump selection r,o S.Eo io.s2 6G 6.4$ 0.?5 70 i_�i4 1.09 1. A pump must be se�ected to deliver at least , �gpm {$tep A) with at least �feet of totai head (Step B). II � � I FF'01�1 : F"�"=� F�HGFJE FU=i. : 44���=�'�1 _T�_�1. ^�_� 1'�'��_� �=r�:�=�4H1•t F��� � . • • ' Si�' oE T'um� 5tatiot� , T 7. Dct�rmin�Si�rf�CC Are� Wictih ' Rcctan�le� Area = L x W � x — squarc fect I.cn�th Circle� Arca=n x(RadiusY i 3.14 x x_ _— square feet Ka�lu� ' 1�=3.14 Ot}ier=�Get Surfacc Area frortz ivtanuf�ctt�rcr ; SC�Uare feet 2. Calcu3ate Gallons Pcr inch ' Thcre are 7.5 gallc�ns per cubic fcx�1 af volumc,thcrefore you must nwltiply the area times the ronversion factor�nd divide by 72 tn�l�cs per Foot to cai�ult�tC gaRoT►5 jxr ii�ch , Area x 7.5 gpft'+i2 qnchs per fvat , x 7.5+12 -�gallonsJinch ' 3. Caiculate Gallons to Cover Pump(with Z inches cyf�-ater covering pump) Estimated 5ewagc Plows in Gailons Frcr d�y {Hcight(in)+2 inchcs3 x gallons/irch(#2) !�} um cr (, I � +�_y x 2 ra = ���galjons of T�[ T�.I[ Ty�I[F T�-� Rcdrooms V �t. Caiculate Total Pumpc,ut Vohjrzle 2 3oi� 225 �ao' a. To maximize pump lifc scicct sun, sizc for 4 t��5 pumE�o��cr��tions per day. 3 454 3U(7 218' � �� �j �- �r u�� ..L,�����1 +4 = f'�j �;�1�1otiS pir t�USC 4 6U0 375 256' �.iu`� b. Calculate drainback S 75U 45U �91 �n 6 900 525 332 ��i;��• 1. Detefrr►ine total pipc�ength,��7feet. 7 1050 6W 370. 2. Detcrminc liyuid volume of pipe,��gallonc�xr i(Xl fc.tit. R 1204 075 448' ��,�1�� 3. �iultiply length by volume_ Drainback�uantity= , ,,;7•� fc,et x�''gallons/7(?0 ft._�„�,gallons. . Pi. doame�c� inchua Gxtt�ns rr)Si[c.�i c. Totai pump out volume et�u�ls dOse valume+drainback I 4.�# ���Itot�s per dose+ -��- ��a�lliltis� -�_gal2ons ].?S 7.77 1.� 10.58 5. Calculate'�'oitimc for Alarm(typicaliy 2 to 3���chc�s} 2 17,43 Depth.{in)r gallans/inch{#2)= 2.5 24.87 ,2. x � _ •<_' �g,ilons 3 38:4 4 66.1 6, Calculate Reserve Ca�acity(75`�o thc daily flow> i Daily flow(see page Q-7)x .75= ��x.?5_��7_ gallons i Reservc Capacily I 7. Calculate total�allo�ls �allons ovcr purr�p+�ailons p�im�t�t+�;allcins aiarm+gallo�iS rescrv�capcity I �3+#4c+# 5 +#b � ::��+ �_+ o + .�� �/�7���110�,5 ,. .�`::-_._...,.. ,'� A��'�n � Pump 4n , 8. TotaI��th (Totat Sallon dividcti E�Y�zllnt�per inctl) TotalGallot� (f!7)+�;allort/i»ch(N2? To 1Pumpoul�blunzc. � '(�)�+ � > = 5�'-.�zncl,es �'ump OtF , Pamp Hci�ht ' 9. Fl��at Scparation E7istancc{cc{uai tota3 pum��c>tit��uluit��} Tc,tal pumpouF volume(#4C}+p;allons/inCh ('�2) �I �� �L' _�� incl,e.S ! I FF'0��1 :� F"r'=; � F�HCihdE hd0. : -14���=r�+1 _T�_il. =�_� 1'�'�+�_; �=�'�:t=��H�i F'1�=� , _ I . - , _ ' l.ogs oF Soi2 8orin .5 i Lncation ar Pro�ecc - -� �__^.�� Bor inge mad� by . - �_: .�..�.� "�._.._�_.. .._._..� Da t e ";`_ r' . �f ��- , C1aa81.fication SyStern: An51In ��; USf�A-`�{:`� " ; Un i f led ; ot4►er AuRer uaed {ct►etk [u��) � li,��td _, or Powc�r _f; F'ls�;r�c , c�r Ruck�t 1% ; other Y Depth, HOYInK (lum��rr y 1 Il�•{�th , llur Sn�• riutai�e�' ��. � ' ���---� �� Surf:►Ce elc�Va[ loci �n 5urf:�Cr elev:.t[iOtl Erec � - -- ierc O �' '� .� l,' _.. - /!r O / �I! '- �I ' fJ / /%X ' � p'F Y�V�'vL J' " ...1 . . ' II 1 -�- '� { -- ( _. . - � :.� � � , �, ,,� ��. � , , ��� ;.�� . _ �-, , ♦, � � _ . ,, y , -- -- - - - - _ _ � �'� .._ __ % ^''. ._----- � _.� _ _ . ../.__ ___.. 't_ ,_�_�� ... .---..._ ` ����� ` II , . ., 1 • - � � • • ._.. . ____ _ ..---�--____._:._..._... ,..--�-----------_,.,......,...,.._. — r � ,� � ;;` ; , 4 � , �f ,�... �� ;�C.,�;�� 7'x/t11 '_.' ,,: .. " ' _ `} ,.�� � '� I�-�� ; r; � 5 `. S -- --- --------�-- -- -., . . . ._.__ ...__._ .._..._.� ------ � .---__._..�_. ... __.,,.__ ._, , .. .._._. _.. .._ :,._,.._._.. F . �f� 6 ---- — ' ' 7 — .� i 8 ---- -- ; y --- -- I 1 Q ----- 1 c? ---- , �.nd of borin�; a� �� _ fuc-� . End of bur1�1� ec w � feet. ' SCanding wat�c tat�lc : SCJndink wdCcr �nble : Pre�ent µt � fe�c �if tl�pch , Presenc .ic "- fc:e� oE depth � ' -�`" t�ours after Lur}.i1jt. �� hours after borinR. � N�e presant 1n bartr,�. hol.e /U� N�t �resent in bQr1n� hole �1��.� Hct[1rJ �otl : M��Cclud soll : ! � U�n�Tvi3 ��� � fa�:[ ��f dc•��[h. /1hy�rv�d ;�C �� fr�[ nf depCh. i i � Not pre-:�-nr tn bc+rin�� 1�::2e: , �f ��_. Nc�t pr��t-�r tn i��,rin�• ho]e• _/�/�,,i ; � � ` � � � + � � � ��E��uNo S w� 1 u� - o - � S� �i� � � Serv�c� LJ Perc Test �il Boring �esign ❑ Installation Estimate Prepared For: ��b.�-� ��-D�'_ �j� �—�� , � �--� ��:�����ftr�.� �-� , ���_�o Q�b� ca��-e�sy' �.�� �� '�7'���3�5' , Site�ddress: '':'����� ���'�;.1���'C� ` � _ _..__.`_r._.__`_. 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Estimated_�Z�� gpd i --r�� Number I Type I I Typc[1 �Type[II j T�y+c measured x 1.5= _gpd �� or �, � �i ; v SEPTIC TANK VOLiJME �""'S ' B. o I � gallons ' 2 3� 2�5 180 ; �q� 3 � 450 I 300 218 I oi the ': � 4 600 375 256 I ��alua � SOILS (Site evaluat�on data) , s ?so-i aso , 2sa ' ,� i C. Depth to restricting layer= S` �<1� feet 6 ; `�m ! su I 332 i T,.a i, i ' � ! iose i �'�0 3� , ❑➢� D. P.�aximum depth of system C-3 ft=_z feet �I s j i?oo � 6�� E. TextureS� �D.0 M Percolation rate 1�Z 7 MPI ', i � `oi"""u ' F. SSF I,Z 7sq ft/gpd G. Slope�7 �o Se uc Tank Ca rt�es iin a{lonsi L»wJ tapauty Numher of �1m�mum L�ywd LnpnJ capau�y wiN WtN dispouldt TRENCH BOTTOM A.REA Bedn��ms Gpa�ny rubagedupus�l 6t�ms�de 2 ur Icss 75C� I 125 I iGU H. For trenches with 6 ulches of rock below the pipe: 3„�, ��,�; ,s� _,,,,�; A x F= x = s ft of bottom area s"`fi �sW :zso ��� _� q , ����,, ��� 3ux, l�xx, I. For trenc:ies with 12 inches of rock belovr the pipe: A x F x 0.8= x x 0.8= sc�ft of bettom area Soi!Characteristics and Required Areas J. For trenches with 18 inches of rock below the pipe: £or Sewa�e Treacmenc A x F x C1.66= x x 0.66= __sq ft of bottom area Percolauon Ra[e�n sq�ue K. For trenches with 24 inches of rock below the pipe: M�n�«s Per incn Soil Tezture feei per¢a;lon (MPI) per day A x F x 0.6 = x x 0.6=�_sq ft of bottom area $ED BOTTOM ARF:A F�s�cr�han o.t • coarse sand --- O.l to 5 Sand fl.83 L. For seepage beds with 6 or 12 inches of rock below the pipe; � d•• 1.5 x A x F= 1.5 x x — sq ft of bottom area 6`o�o y o'm i'; 31 to 45 Silt lAam 3.00 ROCK VOLUME IN C'U FT a6 io 6o Clay Loam _.30 Slower than 60••• Clav ----- M. Rock depth below distribu�on pipe plus 0.5 foot times bottom area: � Soil[oo coarse for sewagc veatment. M=Rock depth+6 inchzs x Area (H,I,J,L,K) Use systems for rapidly pertneable soils. ( +0.5 ft)x —__cu ft *' So�l having 50�or more of fine sand � plus very fine sand. ROCK VOLUME YN C�'YDS "'Soii wtth ioo high a percent�qe of clay for N. Volume in cu ft divided bv 27 ins�allauon of an mground s�andard sysmrn. M=27=cuyds _.=27=_`cuyds ROCK WEIGHT' 6 inches= U% Reductian* O. Cubic yards times 1.4= tons 12 inche�=2Q% Reduction N x 1.4=tons x 1.4=__tons 1�i��ches=34% Reduction 24 ia4e�a�s=40% Reducti�n SYSTEM LENGTi-� �'S�g for gravelless trench P. Select trench width= ft Q. Divide bottom area by trench width: (H, I,J,or K)=P= lirte3l �eet � T� Geotextile Fabric — = lineal f�'et oee�a� Qo Qos6 ii 0�Qaom°. � �— � aCpL°Oa�sao.°a . °�oo��'i:o:�..n. Z��RockCover Ql. Gravelless Desigrl ��o o y� :.o oo>..o a�?�,,�,•o Q�����. � A x F�(�ior 10"pipe,2 far 8"pipe,widtti of the Chamt�er) � �n000" Qab:_°,, , o�a�o r�,00n 4"Dist.Pipe �Lxl-�.Z-�—=�-�feet f�c�C.� �D °�°va° �aa'`° . -7 �_.�, H.000.8� A oo1P L _ JsQQa�o. aQsoo�ye o� Ac�? e LAWN AREA up;a`;��,00ee;��ee;oo�o?o ? R. Select trench spacing,center to center=s�feet ° ° ` ° ° qeon o0 o n oo`o�d.�co o°r'.ao°, A:S�t o" o- o e �. k pQod.o . S. Multi�ly�trench�pacin by lineal feet R x Q=s��it of l��vn area d °��D°�;��°°�a a°6' U°o �o°0Q0p0�o° �o o c " " ' � 'y j f�-24" Rock _X�CICc��Cs�C;ft a°�s �e�nn �aq�oe°Qeo � .p� e�GP.�D6'.o'wq�'Oo'a;Ow,bou llyy -O':aQO�pQ�'m.OQQO-oo'oo•„6Q (��+� � r�1t C'OpdC,e)��o�.oQDoe.o`�De Opo� � / LAYOUT(tJse other side) oo„d➢�➢o;o�;ao�a a��pA,nD,' 1.Select an appropriate scale;one square=. feet. . oe Qo;oo;pa�D��:�oo�;�oy�, Q°in n�%DoQao�a°a��;��oo 2.Show pertinent�roperty boundaries,rig:ht-of-way,easements. Qa,4;�o�a m,m,�;04,0,�00 3.�how location af house,garage, driveway,and all other °��p ��op000tin D�o= improvements, existing or proposec� 18-36"Widtr� 4.Shc�w location and layout of sewage ireatanent system. 5.Shor�v loca�on of waier su�ply well. 6.L�unension all set bacics and senarahon distanti.S. 9612177'ue 9 PUMP SELECTION PRl7CEDURE A. Determine pump capacity: Gravi ion -�`'----_ 1. inunum suggested is 20 gpm�, 2. Maximum suggested is 45 gpm� � Perforati�n Discharges in GPM �r Pressure Distibution Hcad Perforaticr,diameter (feeY) i:lches 3.a. Select number of perforated laterals� __ �/32 �/4 b. Select perforation spacing = fe�et. 1.oa o.56 0.74 c. Subtract�ft. from tt;e rock lay�r length. �.5 0.69 0.9� R�uy«��R�,-2 ft. = feet. 2.Ob 0.80 l.i'i4 d. Determine thc number of spaces between perforations. a L'se t.o foot single hom�s. Length perf.spacing= ft.=__.__,_.ft. = spaces b Use 2.0 feet for anythinn eise. e. spaces+ 1 = perfarations/�ai:eral f. Multipty perforations per]ateral�y nuz�iber of laterals to get total number of perforations. x = perforations. . a era 5 PCfISPC/�TF�'AT g. � x�m ���= gpm. SELECTED PLJ�IP CAPACIT'�'��gpm B.Determine head requirements: 1. Elevation difference between pump and point of discharge. _ ! .j feet 2. If pumping to a pressure distnbution system,five feet Eor pr.essure s�il����sYs��, required at manifold if gravity system,zero. °'°=•°�'a' ^ feet T°�'P��'�,Rw 3. Friction loss a. Enter frichon loss table with gpm anc!pipe diameter. �,�e . ��..a�,o;x�n�e Read friction loss in feet per 100 feet f:rom table(F-14). P'� � ------- -- - F.L. _ ` ft./100 ft of pipe ................ . b. Determine total pipe length from pusnp to discharge ------------------------------------- point. Estimate by adding 25 percent to pipe length for fitting loss,or use a fitting loss chart(F-15__�feet). Equivalent pipe length- 1.2�times pipe length= Z 7 r�'� x 1.25=_��'�f�et �°" Friction Loss in Plastie Pipe c. Calculate total fricrion loss by multiplying Norninal friction loss in ft/100 ft�y equivalent ipe length. i e dia. Total friction loss= ��_�x�,3.,��=100=____�_(_feet �P Flow Rate 4. Total head req�.iired is the sum of elevation difference, �rn ].5" 2" 3" special head requirements,and total friction loss. �� 20 2.47 0.73 0.11 + � +�� 25 3.73 1.11 0.16 (1) {2) (3c) 30 523 1.55 0.23 35 6.9b 2.06 0.30 8.91 U.39 TOTAL HEAD _._��feet 4,., 11.07 3.28 , 0.48 - - 13.46 . 0.5E� 55 4.76 0.7Q C. Pump selection b+� 5.bo o.s2 65 6.48 0.95 70 7.44 1.Q9 1. A pump must be selected to deliver at least �gpm (Step A) with at least ��€eet of €otal head (Step B). �izi�g of Pum�� Station � l. Detcrminc Surfacc Arca T Rrctan,�lc=Arca= L x W W'��h x = square feet 1 I.cngth — Circle= Area=rz x(Radius?' 3.14 x_ x = square feet ����U� Other=Get 5urfam Area from Manufacturcr ft=3.ta __square feet 2. Calculate Gal�ans Pcr inch Thcre ar�7.5 gallt�ns per cubic foot of vc�lumc, tlicrcfore you must multiply thc arca times the conversion factor and divide by 12 inches per foot Eo caiculate gallons per inch Ama x 7.5�ft'+12 inchs per foot x 7.5+12 = .��gallons/inch 3. Calcalate Gallons to Cover Pump(with 2 inchcs of�vatcr covcrin�pump) Estimatc�!Scwagc Flows in Gallons per day (Height(in)+2 inchcs) x gallons/inch(�i2) �g�� (� G�+�)x�O = 2��gailons um.cr of 'Typc f Typc!1 Typc 1f[ Typc I3cdrooms �V 4. Calculate Total Pumpc�ut Volumc 2 300 225 180 a. To maximize pump life select�s�um-�j sizc For 4 tc�5 pump o}x:ratiotis per day. 3 450 300 218 � �_$Pd+4=—�—!__$allons per dosc 4 600 375 256 �r m� b. Calculate drainback 5 750 450 2yq °"�°� �� 6 9UO 525 332 �Yr�•�. U 7. Determir�e total pipe length,�D fect. 7 1050 600 370 "'" 2. Determinc liquid volume of pipe,��gallons per 1(x)fect. 8 l2W 675 408 �„°,u;,�, 3. Multipiy Icngth b volume: Drainback qinntity= z�0 fect x�gallons/1(�ft.=�gaflons. Pi dismete� incha G�Il�na Kr 100lcci c. Total pump out olume equ��ls dose volinne+drainback 1 4. ,/��allons per dosc+���allons=�gailons 1.25 7.'77 1.S ]0.58 5. Calculate Volumc for Alarm(typically 2 to 3 inchrs) 2 17.43 Dcpth(in1 x gallons/inch(#12)= 2.S 24.87 Z x �v = 4.C�gallons 3 38.4 4 6b.1 6. CalcuEate Reserve Capacity(7S7o the daily flc�w) Da:ly flow(see page D-7)x 75= Z�.S^d x.75=.��G z gallnns 7. Calculate totai gallons Rcservc Capacity �allons ovcr pump+gallons pumFx�ut+�;;�Il��ns alarm +�allons rescrvc capcity �3+ �4 c+� 5�+# / \ 2�z+�:,.77�_—+ �=��7Y gallon��s� /2-s� ) Alarm � Pump On S. T�tal Dcpth (Total gallon ciividcd hy�allc�n per inch) Tc�tal Galion(N7?+gallon/i ch l�2) -� mches T� �Pumpc;ut Uulumc ��2�} �=_ ��mu orr Pump Hcight 9. Flc�at Scparation Distancc{cyual tt>tai pumpc>ut �-<�liin�c) Tc�tal pu �ut volumc(#4c)+��llons/inch (#2> �,'-�-�-+-2� -�a n ch e s � ' �� • � l.oFy of Soil Borin�s �� -- s 4� � Locatlon or Pro�ecc _ ----- - �-�' _ „����� ��,,'f� � B�rings made by �Gt'_��iv�.S _ �i Date _ r�-��9_ y�� � ' ; Cla�dification Sy,tem: MSHc� ; US()n-S('�� X ; Unlfied ; oeher � AuRer used (check two) : itand ,, or Power _; F11},ht �� or Bucket ; o[her � ��}G/� /`y0� � i�_J � D�pth, Boz1nK nuinb,�r �' � U����eh� , Burin}� numhee �j�Z � in ln � faet Surface elev�icion � __ Surf:.ce elevaelon Ce�t i � 0 �� �..�!�„�;�1Z � l/NSE'� r � e �zo � �- ���. d.� ,c� ,�., � 3 � � � ��N� �.�� �,0 3�,� -- �� 1,� ` � y,,.� ; 2 — Zp � �'�K.�� 1.�a i, �,, �o A� � � l � --� 3 � 4- i Z � 3 _ 3 L ,� ; .� � � �oa � 3 � z. � �, �o�,y„ yl � } 4 — 1 48 � ��,a�e l 1�,�. �Jl3 �g � � 5 — � ,�o�rs 4 f� y 5 -- l � m� �. r � �1�. "� 1 � 6 — � Z. � I 7 Z �oArw -. �S R Ave, � � - .` � I � � � - _ r � 9 — � � � i:. •' LQ — �� `-- i r � � k 4 - v �� �nd of bc�rin�; at ^�_ fr�.�, i;a�d of borinF ac feet. Standing Water table : SeandlnR. uatrr t��ble: r s Present ac -`— Eeec of �i�p�h , Presenc at � feet of depch� � ____ � t�ours a.fcer �arinK. — hou,y afcer boxin�tR � Not pre::ent in Corin��; hale �, Not pre�ent in borinv, hole N Q . � � Mottle� soil : ' Mo�tled soll : �ac�erved a[ _ ..� frr[ nf d�•nch. �hscrv�d �[ � — (,� fr¢c �f depch. Not pres�nt in bocin�� hcic "� N�[ Pr�sent !n borint� hole '—" � ______ � ' ' Lo�;s of Soil Sorin�.s l.ocacioc► or Pro��cc _ _ HoYings mad� by �`_(��'�l�Li..J_�S _____ Dace �-- l - 9� -,--• Claaoification Systern: A.�SII� ; USDA-S�ti �; Ue�1 f led ,; o[her � Au;er u5ed (check cwo) : Itand �, or ('ower ___; F11};ht �� or I;ucket �; othNr � D�p[h� Bor1nK num�rr �� � �' Ui���ct� , l3uriri�• numhrr � � fc�� Surface elevatlon � �"� Surf:,ce elevacion a C�I� _7Sr�/,�2 _ 0 � ,S� �- —T-- O S 44,,... (�✓� � O ��-L,,r — i � -- � � ✓ / � ., /��'�" v ��-►-'�'v Z „ 1 _ �. ` �l � ,r ��C9�.w /C.t9�'�-- ���� �� � 3 — — -- �a ^ � � ' _ 4 ► S% .�.-�y ��rrv I �/ � ��. `��, �-�-,-,�. r ` � S — ----� 5 --- �� 6 — — � 7 -- .— I � -- -- 9 -- — � 10 — � 10 --- �nd of burin�; ac � � f���t. End of borlr�F ac .�`�i feet. StandinS Water table : ScandlnK Wa[rf t.�ble : Present dc ` feec rf �1ep�Pi , Presznt at `— fcet of depth� ___"-' t�ours a,fter worink• -- hour� afcer borinR. Not present in barlr,�� t�ole /VO No[ present in 6oriny, hole �. Mo�c1eJ �oll � M��tcicd Soll : � i Obt;rrv�d .ic �_ _ fre[ ��f d�•�•th . nhscrvcd .i�: --S ,_ fre[ t�f depch. Not �rr,.•nt 1n bnrlr�� I�cic _� Q . P�uC pr����•n[ ln t�„riny� r,olr --�-�-. ' , . • Lo�a af Soil �orfn *5 �.. Locacion or P�o��cc _ _��_ _. - - -- -- Borings mad� by �1.,������___�___ �� �ate � '- � -- � 4� C18aoiflcation Sys[ern: MSII(� USf)A-Sc'ti ^�; Untflecl � o[4�er �, AuRflc uycd (check [vo) : itan� X, or ('�wcr _ _; F11}r.ht �� or Bucket �; othNr DeFth� BorinK nwn�r�� � U�•��[h , lSur'ln�• nu�nhar �� faet Sur6ace eleuatioi� ��_ �"� Surf�,ce elev�[lon LIn.�SE� __��_��t _��. o s�'// ,, o � b— �°cµ--� /.,t��> f S�^-`-� h.��.__. 1 _ I � __ � � zZ 3 �� � �°� 2. Zd 1 _ � —. ��� �.� � ��� 3 — 3�� -� .� ?I � - , ��.�-�,�,., �..o,�,�--.� �l ,� 4 _ � �{�,� _ �r�.�..�, � �' �.���,..-..-. ���� �.. i �' �l l �--� S — �---�� 5 -- � h�.�� � �A i �p , �� � _ __ � � � � — -- � -- ; -- y __ __ �o -- �� — - - ---� - --- �nd of borinh a[ �� _ _ _ f��•� . { End af bur�nF ut _ S feet. I Standing a�►cer caGle : S[andin� wa[ar [.�ble : Prebent at ^ fe:4c r�f �i�prh , Yresenr �c "' f�et cf depth, � t�our5 a,fter Uurin�. '�' ho�ra a€cer boTinRa Nu[ prer:�n[ in Gorir.E hu1C �(� , Not presen[ in boriny. t�ole �a riocc��� �oii : M��c� ��a �oi1 : Ob�ecve.i ��t ,� ^ fre[ nl dc•��th . (lhservcd uC _�____ frt�C nf dep[h= Not (�rc•ti�•n[ 1n b�rtr�� 1�4„�' . _ _. P�oC prcr;i•n[ 1r, l,�,rtn�• ►rolr PERrOLA�1�N TEST DATA SNEET � � Tart hol� locacio� Hole nu.aber�f� � � Q�ts t�+�t hole vas prepareci j, � - ��o � D�pch of hole baccom,� inches. �1aa►ater of hole. ___�___ lnches. Soil .data froas te�c hole: Depth. inche� Soll [ex[ure `Q � Z � �`.�! ,..�.�, ,L.o-A..�.� -T-- Nechod of �ccacchinR sid�vall _ _ N �9i j _ Dep[h oE pea-sized gravel in �ottom of hale, � inch��. Date and hour of initi�l uaccr f illing 9.�0o Iq� -��� Depth of initial vatrr f1111ng� f z lnches above hoie bo�tom. He[hoJ us�d [o maintain ae 1Cast 12 loiches of w�tCr �lrpch in halc for ac leaec 4 t�ou��� JQ,���p Percola[lan tesc reedin�s m:,dc by �cvE�/�/w � on �- 7' eJ �i scar[inb a� p� ' a.m. M;.ximum Wacer depch above nole (dJtc:) —p.m. durii�g c�yt , �___ inche,, �i�l.m� Percola[lon Tia�a Inccrval , Mc�nureii�unc , Urup in u;,cer ra[e� Rem:,rkry Nlt�uecs inch�s l�vel , inche� minu[E,d p�r �D4/� _ inch �'.'o o '� � �� 3�- - g - 2 -- �s- �;�� 30 �..� 8 : .� S 9 :_a�s-' ____'__---- ---,� -- -- _ s-� � ^ ,, �. . �b _ �'G�-_ �l---- --- ---- �� _ 1 "--� ,' �� � -------__ _-----__--- --- _________ ____� - ---- -- - -------- -- ---- - _---- --- __- ----1 �ERCOL�TION TEST DATA SM£ET � � TBrt hola locacion Nole nu�►ber �r7 � � Uata tsac hole rrma prepareJ 7- � - 9 �r � D�pch of hole bottoaa,��inchcs. Dlsowzcez of hole� �_ inches. Sofl daca froon teec holc : Depth, inche� Soll tex[ure ` 2'� � '_-.. c� �,y..,. d�.,., .,LaAm� T He[hod of scratchinR sid�aall ____ /�N��� D�pth of pea-sized gr�vel !n botcom of hol�� Z inchccd. Date and hour oE initi�l uaccr f illing GJ�,� �y`i'� ST� De,p[h of inicial va[er filling, � inchzs sbove hole boc[om. Neehod u�ed to �►:►intsin :,c Leasc 12 l��et►es of u�cer �rpth in hole for ac lenet 4 t►oury %�r../�tj P�rcolac ion tcst readin�s made by cv� .��G/� d S on 7'- �" � �o scar[ind �c �.,_�:m . M:,ximum vacer depch above hole (date) durin� t��t , lnche; , 'i'im� Percalat lon Tia�e Incurvol� Mu:,nureu��nc , Drop in v:,c�r r�ce, Rem:,cks Ninuec� i«chu� l�vut , tnches minuets pCr �" lnch 'ao �, .3 O _ t� — - 2 ,f`� I ',S �,,,�� ; ..�0 .w° g�Z- 9.' o � - -��_,—-- --�-� —_ __-13 � � --��_; g.� os 9 ,'��� �' 1� • , � __ ------- --- - ---L��_�_. _ , :_ ,� YERCOLATiON TEST DATA SHE�T � _� i �� Tea�t hole locacion _ Hole nuaber�,� � pata tas[ hole vae prepareJ 7�- �� -- g � , Drp�h of Role bottom�� inchee. Diaa►aeer of hole� y� Lnches. Soil dasa from teet hole: Depch. inche� � �1 textu�e C� Z �� �_ ,f�--�--. ._� riethod of scracchin� sldeuall _ 11)A ) ( Dep[h of pea-sized gr�vel ln botto� c�f hole� Z inched, pat� and hour oE initi�l vaccr f illi.ng �j'.'� �� ��� Depth of lni[Lal vacer I1lling� � z- lnches �.bove hole bo�tom. HethoJ used to m�incsin a� 1Ca -t 12 inchey of v3cCr ��pch in hole for ac lenec 4 houry ��.1 � Percola[ion [esc reedln�� madt by _ �w ��tl� �S on `7 — 7 " 9 �o scartin � .,c � . / .m d �_dt] M.,ximu�u aater dep[h above hole (da[e) —___�'.m. durin�{ [ca[ , lnches, '1'im� Percc�la[ lon Tia�c IncLrvol� M���urrn«nc , Drop in u:,cer r.,�e , �t�m:,rks Hlnu[.:s lnc:hcs l�vcl , tnche� minute� per �' inch �.'a-� �. ..� � ----�___—_ _ z r' " - _--�-�-2� r � .;o M�; g . '4a 9`� �o ----''--------- - z `�—- -—�--�--�; � ,o �"�s" �g�`_ '/ , -- ----'-`---- --- ---l--�-_-�-►�! ' ' . ' PERCOI.ATION '�EST DATA SWEE'C � Teet hola locacion �_ � Hole nua►aer �-- pat� taat hole van prepaced �-- G -- �'� . Drpch o[ hole boscom� inches. Diamaeec of hole. �_ lnches. Soil .data froca teec holc: D�pch. inches Soil textu,�e � " z -T _____�`��_� �".� Method of scracchinR sideuali _ /�jv i � Dep[h nf pea-sizeJ gravel in batcom of holr, �'�.,. inch�d. Dat� and hour of ini[iul aaccr filll�g ,,,�'"� �'� �� Dep[h of inicial vat�r Illling, f�, inchzs �bove hale boctom. ' MeehoJ used to main[ain a lrss� 12 ld�ct�es of Wacrr J�pch in hole for at len�t G t►oury cf� Percola[ion [esc reddln�s m:,dt by �.�� ���L/r� on �" �— ��� scartin�; .,c �Q a'f°' , M;,xieou�n MilC�C depch above hole (da[e) � --P.m. durin� tc�[ , inches, '1'im.� Pereola[lon T1mC Ir�curvdl . Mc�e;urrneunt , Drop in u;,«r r•.cce, R�m;.ck6 Mlnu[�5 in�hc� luvcl , tncl�e� minuCrs prr �-�'yac�7 � lnch �.� �' o —�., ___ __-�31�- lD.� . �." 3 z 9.�o Z. __--''------- --��� -- _-�-_-�- _,� � .' � �'.3�s _ �' 2 �l , , ---- -- ?— _ z.. ; __._ _--- . � • , . PERCOLATION TEST DATA SHEET � Te�t hola loration Nole �ua►ber J �-.�^ Date tsa[ hole vae prepared_ `7� (� - 9 �, Depch of h,olc boctom�� inct�es. Di�o�atec of hole, � lnches. Soi2 .d�ta frocn teec hole: Depch, ictche� Soll cexture - ��-�-... �, ,G _ � He[hod of scracchinR sidewall �N� Dep[h of pea—sized gravel in boctom of holr� � '��... inchcd. Date and hour of ini[iul vaccr filling �j', 'p—fj ' ��� Depth of ini[lal vacer [tlling, / Z� inches above hole ho�tom. F#�ehod used [o m�intaln ac 1Ca t 12 l��ct�es of uaccr �cpch in hole for at len�c 4 t►oury �J !'ercola[ion [es[ readln�s m:►dt by __��Yq��J�. o� �� 7—` �� sc�rcin�; �� ..��,'_p�� � a'm , l�t:,ximum va�er depch above hole (datc) --�.m. durit�� t��[ , � Lnct►e�. '1'im� Peccola�lon Tia�C lnccrval , M�:�huren�un[ , Urop in v:,c�r r�[e , Rem:ieks Mlnu[.:5 in�h�5 �.�v�l � t(lCllk� minuCre p�r =t%`�-� ,�p U lnci� � �'•"� n ---_�-____ - � �� �__ ,. �' '�;� •� U_"�- ----��-------- ---4 j� . ---�----- -�--�--- ' / ..r��_ .'.�� " � .�__ � , r� _------- --- -- �.�__ , - - ---- - -- - ------- - ---- --- --_ ______ 1_ , . . . YEltCOLA1f IUN '�EST DATA SHEE't � � Te�t hola locacion � Nole nue►ber •--�� �� pste taa[ hole vae pcepare� r7- �p — ���_ � Depch of hole bt�ttom, 2'� lact�es. Diaowttet oE h�le. �� lnches. Soil ,daca from teec holc: Depch. inc e� Soil [ex�ure ' Z. �1g--�...._ /�d�-- Me[hod of scracchinq sidcwall _ N' ^ � �epth of pea-sized gravel !n �otcom af holc, �. inched. Dat� and hour of laiti�l v:�ccr fillin g �/'�,��,� .,s�� Depth of lni[lal vacrr Illling� / Z' lnch�s �bove hole bo�tom. He[hod uyed to m�inc�in ac l�asc 12 inc:�es oE v�ter ��pch in hole for ac leue[ 4 houry /�G� E'ereola[ion [esc ceadin�s m:,dt by ���,� d,s pn � 7'" �� scartin�; �c �� ��a'fII' . M;,ximura wacer Qepch above hole (da[r) m' duCing [��t � �___ inche5. '1'im� Percola[lon Tia�e In�crv,l , Me�hurenwnc , Urop in v:,cer rvice� Kem;,eks N1nuCcs ir,chcs lcvcl , incl�e� minu[ts F.�� r p��vy�� ^ Lnch _,�_ � OU �.�"�C'--- -� ----�-/�' - l � -- "'-�� 9.'�.s-` /D��_- ----��------ -� ��� _ 1 �-- ,, /D . %C1 /6 . � �o -� - --- - z- �� _--�---��— -- ,, I ---- - � - - -------�- -- -- 5 DATE �^ TIM�� CITY OF ORONO CALLED IN ����r INSPECTION N SCHEDULED � PERMIT NO. c P ETED ADDRESS OWNER�/CLDf��/��_ CONTR. S � / T 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/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC 21 COMPLAINT � 07 DEMO-FINAL 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YO : Y NO ��,, COMMENTS: � �/ � � � G?' � �GtJ�t.�' � �� � � ��(��.� �� j � .sZ J(.,,� ,n e � �'� j r Y' t' o ' ��Q W � Q � z W � W � j d �/ORK SATISFACTORY:PROCEED ' PROJECT COMPLETE W ��7 CORRECT WORK 8�PROCEED C� ISSUE CERTIFICATE OF OCCU NCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. INSPECTOR WILL RETURN C7 PHOTO TAKEN ❑STOP ORDER POSTED.CALL INSPECTOR �� CITATION ISSUED C INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the n xt inspection 24 hours in advance.473-7357 OwnerlContra � • �'' Inspecto White Copyllnspector's File Canary CopylSite Notice ` DATE TIME CITY OF ORONO CALLED IN 'S''��� INSPECTION NOTICE '/ L SCHEDULED �` !'� � -3a PERMIT N0. /� �`�`� COMPLETED � � ADDRESS rT S f �`✓�• ����-(p�' ,�'i• OWNER CONTR. . .���.�1-��'/ TELEPHONE NO. '�`'�-Z - -S�-`� J � DESCRIPTION l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ti Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 T. 21 COMPLAINT � 07 DEMO-FINAL ALL. 22 FOLLOW-UP W 09 PLUMBING RI � 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J Q OWNERICONTRACTOR TO MEET YOU:_YES_NO � -- s . � COMMENTS: � �. w a j � � 0 a � 0 � W � Q � z W � W � � d WORK SATISFACTORY:PROCEED l PROJECT COMPLETE W � ❑ CORRECT WORK&PROCEED [_ ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � PHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR C CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next ins ction 24 hours in a vance.473-7357 Owner/Contract - Inspector. White Copyllnspector's File Canary CopylSite Notice