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Home My WebLink About1991-003955 - septic system PERMIT CITY OF ORONO � � �' PERMIT TYPE: 1335 Brown Rd. South • P.O. Box 6o t i�'i��=;`"� ��'�fi Permit Number: Crystal Bay, Minnesota 55323 Date Issued: �f'��'-t`/'�� (612) 473-7357 1 SITE ADDRESS: �� __..��;�;;^� �;��,, ��.� y� C:� fi'. i .Pd. � L s-1 i��—:�:�—:�:,�.—;ti 7t�:�: DESCRIPTION: L�C�C) Gt t4�c-41•k�'f' F�"�k='1'f!!i i. � �l��k:' _.�_I"`? T`_ -�`'i`: _ rr_+ _ '- � ._. :_. -.! �:_F'f =�C41C1' t{ '.1�'t+_�=�i' E.��;j•}.: : j';�� F';F��_ -:,_;�js't•- i+.1.__� '�'"� . �'� � ir�n7� ,� �a.'�. �� :a ��= 1��y"'�t � 1��' ��` `�w �� "� �y � � - N�� u�r�� ;�,� �k ��'�k �, ceH�4� s ,_x ��'/X rv�i ��z��.. � �� W;� �,�£r ��: � s ��, : �,�� x _ " � �� u ata�,r ��. �u .e "�c�� t� t�� r, "''� �+ayt ;�� k q � �^; �f�4� � ��'��✓� ,.� y �yr,. y, � 'r z ! / w �s�� y�� p _� r�x= � `�k�M�, : r � u d� i � s.#�,; ,s � q� � �"� r"� , '�,�"'M�'� an ` �+° ,✓ w �' +, '�,rn .�� " ��Y�l��.�a a'_ �,:` �:�� " .i � � ` . �..•, ... REMARKS: FEE SUMMARY: �;�ct�C ��'�' z:�, i3(,) �=�.�11'�ilcii'',a�' _�_ �_ _.�_��} T'�yyt E�={�.•cl x �CC -- —�7�i �I} i��}F i� �.�"[iJi"�u �,��'CE �FICE �:s:33"G��:: � jytJ7�.rt�jyt/;��1� 7.�i.y�' 1 iLL.t�/Ll�/•YV � Ul� �r�' c:�c�� rt ��: � ��4��r-��v�� rc� �u�i�t4 t;�v� ku.tt TI4'.�S ��;��,�� ►-'s�� 1 c ct i i • CON�r�;�'�{:�Vi;T s'i�li� ~ ,:.:�7.-�::`�`i OW.N��. _��;i-t ..�-��i'�1 k::c I TH �r i �.i��:� :��s�� ` ?� °��;t��::�. ��4{ �;c, �� t��v�r��__,` ��r� ��:_�.:� r��,�� °�..�zra r•i�� ,:�:�� c:�.i�::3 �=�7:�--:�:�s:'1 �� ----- _ __ — a; -� � ;r a - r ��_ -_r: � - r,; r,�,. ;�,_._.. __ � � �-.C, t f 1_.r_{._ ��Ct!�W'.Lr i'ii"!'',f �._�p r�c . =?�j ,_: . _ (" . F i: - -.�_ij'.� at_: y:r'i�`r- °�:�.. _..r .-.: -_-:- - - :r .�.. a-t-:. � ' - ai-�.i-�..._ r i i�:. I",=-i-#i._ �i��;=-'f�i_,i�r'E_c'(z:.,?u! •� •-,t .�;-_r.�- _ --r�-.-. - , '._.�" � t � � ' • - - - - - ' � t�.l:,.i x� J '-�i'�i4� I"�#33ZL..1..-�.�s � s� �..:#_� �� %�; �� T . . ,. ._ „�., ,�- "`S ' - -1-� - - - �{; .�_!t'._t.:i _:s_�i'�li'�i t-litijr,�_ '1:1 i�� =i� i_ �_1 ; 'f� i'i;- . .�;<-. :- - ,:.. . ;��;a_l�';;l_i i_�F:: i • i�i-i'". , . ..:,; _ - - - ,.. _ . ...:.r. .. .1'�I:.�G-�= r�ii�'+�.? .��i t� F r..: �_�,•� ;�i i;;v� .�__.._� ... z �i i f'y�� ,,.i,'�`f' _. :- - m.._�...S i ' i.�_ ,.��_.. . . �i_%_= fl�.�_{�_�.i.f",s"::}•fC_,`?3 _. . '>i L � \ APPLICANT/P RMITEE GNATURE ISSUED BY:SIGNATURE ,. , . _ - - -_ -- �:.-_ � . ._�.:,,, _..-.--�.rr^c�^__......__ _., � ,;: --'. - h� � - � - . - .. . :' .'.._. . ._ .. . ..'h ... . . . ..'�-� ..-��• - ' .... c .,;�'-'v.� ,si.... . . c _- _..... ':- vS . ,�..,. ..._ 1 �y�Q� ' _ .,�� M��YF.. ` -APPLSCP,TION FOR� S�PTIC SYST�i �E�ti+�`�T _ f� - -- = t�ro. : � � � _ a =. _ _. .. . , .,.. - /�. , _ � . , ._ . GL�O�,.��- s � � i : __ :: _. .� CITY OF ORONO � .. ;�.-: ___ � � Box 6c' (1335 So Brown Rd) -=� . .. Crystal Bay, MN 5�323 �*��*t�:*ffttf#*t**�#***f***:*t *� #*#*#/'�***�****�***�* *'r3'f�'*f**f"�'�'�'�f'�'* .. � ��J �2 �Mi/� ... ...... General Instructions: I. You may ap� lv for septic system permits by- m�i� or.in person at the City offices. However, per�.ts will not be mailed ouz and m�s� be pic?�ed up in person at the City offic�s. 2. Pe=-mits 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 Syste� Installer' s Licanse. 5 . A?1 work must be done in accordance with the approned septic syste�n design. Design re�orts are not considered a�proved unless accflm�anied by tne "City o= Orono Septic Syste� Approval" cover sheet signed by the City Inspector. 6. The following ins�ections will be reauired for all septic systems : a) Pre-installation site ins�ection to include inspector, installer, an3 general cor.tractor. b ) Tank installat�on prior to coveriag. c) Drainiieid t_enez �..,s�a�i�-ze-^- p�'== �o cover�r_g. (r^or mounds, inspection is reguired after rough-up but prior to sand placement, and again during pressure distribution piping instal lation in the roc?c bed.} d) Final inspection to ve�ify proger final cover depths and to verify that aIl pumg station (where required) cvmponents are functional and com�ly wi�.� codes. 7. Individual holding MPC� Installer Certificate shall be present during all inspec�ions. 24-hou� notic� is required for aIl inspections . t**�*****:t#*****�:*f*�******:******t�:*f*#:t:***�:**�*******f*�***tt#�f*f* �3�-11�-�:L3 3j�- �'�'�_3 JOB SITE ADDRESS: �� > I � i �� , I�"� � � �_�.�{ :�� . Occupancy Type: Residential ,�. Commercial Other Cwner' s Name: '�.t �, l i I •., �� . , � � PY+one: hiailing Address: City: �i ' if�� . Zin: �=�� Septic Contractor's Name: %�� '�-� °�� - � � f - Bus. Phone: �(i', i �� • :�iailing Address: � � � , i > ; ,� , . _ City: t 'i :i .. . ... Zip; ,c -> *f�t�t**tfff�t*�#**�t*��ta�tat*�ex�t��tvt�t#*z**x�t�t��f�*#**�t��tat��at��tY�#<*�tf�t*�t�s�r�t#ytt - over - , �_l� ;�' a'�-+ - - r�-o,��'�✓,�''�?`�'�'�'".� `��`��✓` � � s�l � � � : _ � -m -• ,�- -_ - - - _ ._ - �: . . � � r -�--_ ---� - -- --t_ ��. � ` ._ +*'----�3^'—_ —_ '�' %. 1 ' .tir- _ � -�G _ _ 1_. ....":� ... -. _'-:. _� .-. �._.:� .�..., . . _. .." . 1 . ..':" . ..�"'� ' • �--- .-�. _� .•:- � ._ , �..`_ . -_-��- . � , �e:: k.v.qc. ��Y'�rY'�-� -? �^4�--►,N+iy ��.w.R..:'� �t�^"T'T' .+rt�- , ' � . .-,�r'r�—: � .. ...., - - � ..,_ . ' . . r' ' , . _ .. .. _.. _ . .. � ..._. ...' ..__ ' _..._ _ _-`. '..-.-- ,._.. . . ._.�..a.« .:.;.. :. SBPTSC SYST�..M -PERMIT APPI�SC�TON - PAG� 2 _ � Per.ait Type � Fe�s (c�e�.� oae) _..__ . � � � - New Construc�ion, Full Syst� $75. 00. . . . . . . . . ; � . . . . . . . - - Replace Existing �y�tem (1 or more new tanks & drainfield) $50.00. . . Partial Replacement� treplace just tanks or just drainfield) $30. 00. . . $0.5� State surcharge_ added to above permit: fees - - -V J" _ S£E FEE SCHEDULE FOR NON-�ESIDENTIAZ PERMIT FEES i� DO NOT MAIZ PAYM�'r' WZTH THIS BPPLIC�TIOA ***tff****#*#**t#****f*�****::**t*#*******::*��r***##:**###**t**t****f�***** NOTS: Ap�Iicant must initial all spaces. Fill in alI a�progriate blanks, check a�l appro�riate boxes. Initial ��"y I. 2 have received a cog of the s stem desi n includin the � Y Y g g . City of Orono Septic System A�nroval Cover Sheet. � 2. I wi11 be installing the following: � A. Tanks: LPrecast Concrete Other Manufacturer Tank Capacities: I) „ „ gal. 2) ; ,.r . gal. 3 ) ga1. B. Pumn Station (if required) �,.��r�, ,',�:. `" � ' ., Pump make & model � ,. � ;� ' � ; (attach gumn curve & ' ' � � Ziteratsre) ; system design requires �r gFin at ? , feet �� head. Hig:� •��a�er a?�� aake & �:.oe�' , . i.;�• r„�,�� i ► � � Outside electrical work to be c�m�leted by _installer n electrician other Inside electrical work must be cam�Ieted by eiectrician. • C. Treatment System: �_ Trenches:�� s.f. Mound Depth of rock below pipe r.' " Roc� bed dimensions 'x ' -> Drop Boxes Sand bed dimensions 'x ' Distribution Box Pressure Dist. Pi�e Diam. " Manifold Pi�e Diam. " D. Final Cover/Topsoil to be: ;- borrowed from site � - , _ (show location on site plan) _ _ --._ _ . _ . _ _ . trucked in - *��*��*�#��*�*:ftt#�:�_�*�t��t��3�t_::��*��f��*��t�r�:�� e undersigned hereby app Iies to the City of Orono for issuance of a �ptic system iastallation permit, agrees to do aII work in strict �cordance with the ordinances of the City and the regulations of the State : Minnesota, and certifies that alI statements made on this application :e comp lete,. true and correct. . :gnature of AFplicant: '"-� � - ��'�� - Date: ` � '��_ _ 'CA Certification No. : � � , - - I f CITY OF ORONO Permit # - S$PTIC SYS� APPROVAL Fee $ � �� 1 Entered By ��'\'�� ° y �� '" �� ' ' �, The ��i'a�" Contractor wi 11 be given a copy of this report and is responsible for its distribution to all sub-contractors. SEPTIC SYSTEM DESIGN IS NOT CONSIDERED AS APPROVED IINLESS THIS SHEET IS ATTACHED. �--` LOCI�TI ON: 7- • � GENERI�L CONTRACTOR: Pg��' SEPTIC CONTRACTOR: PH��' OWNER: PHONE: ,�APPROVED � CONDITIONALLY APPROVED: (Note Changes Selow) COMMENTS: � �.7 � ��p� �� f J� 'k�( � -1 Y � � �� D ,SS � '� � O . � S l , 140TICB TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Cail for inspections 24 hou�s in advance. NOTIC$ TO GBNBRAL CONTRACTORS: Primary and alternate drainfield sites MIIST be protected prior to and after system installation to avoid compaction of the natural soil. �L D:'.�::FS� A.RF.3�S MIIST BS FL�?� O� prior to building site exc�vation and fencing must remain in piace until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified that primary aTid alternate sites are adequately protected. AO VSHICDLAR TRAFFIC OF ANY 1CIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. This applies to the lot you are working on and all adjacent lots. You could be heid liable for damaging sites on neighboring lots. VSHICIILAR TRAFFIC CAA CAIISS SOZL COMPACTIOR, RBADSRING DRAI3iFIBLD SITBS IIPIISABLS. Evidence of traffic on drainfield sites may be cause for revocation of building permits. Damaged alternate sites must be replaced before a Certificate of Occupancy will be issued. � �/✓�j ...� � � � r /�.,.�.-� Date Approved By C y of rono v � S-P TESTII�G, INC. � 951 KATYDID LANE ST. MICHAEL, MN 55376 497•3566 � � Steven B. Schirmers April 19 , 1991 Keith Swanson 75 Stubbs Bay Rd. ' Orono, Henn. Co. , MN This On-Site Sewage Treatment System is Designed for a Type 1, four bedroom home in.• accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . (actual three bedroom ) The soils on this site are typical of SCS soils mapped - LrC - Lester loam. A seasonally high water table was located at 52" , 54" & 80" (mottled soil) in the proposed treatment area, SB ' s #3 , 4 ,5 &6 & at 22" & 26" in SB' s #1 & 2 the future expansion area. A shallow trench system may be installed 24" deep. This site is on a 15$ . slope. Due to the slope, recommend to install drain tile upslope of the system to allow the trenches to be an additional 6" deep, (a total of 24") to key the rock into the existing grade. This is needed to keep a 3 ' seperation from the water table. The soils at a depth of 24" in TH' s #3, 4 , 5&6 have a percolation rate , - averaging 17.8 min/inch and are adequate for treating septic effluer�t, . TH' s #1&2 have a percolation rate averaging 12 . 2 min/inch. A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber i� a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. (Mercury floats are a good method) . The supply line pipe must� have back drainage to the pumping chamber. The future expansion area on this site will need to be a Pressurized Mound System on a 10� slope. The existing well is less than 50 ' from the future site & will need to be relocated if the site is needed. All neighboring wells are located greater than 100 ' away from the proposed treatment area. , • � CONT' D Soil and Percolation Teats Septic Srstem Deaign � , , 75 Stubbs Bay Rd. Orono (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. y With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Recommend to pump the septic tank every year if there is only 1 tank & every 2 years if there are 2 tanks . _-�. �. , ��--� 7� Steven B. Schirmers �S SgS/ds . e � _ _ . .__ � -ow;� cz�z�� _ — t_ . _ _----- - -- � , , , � , , , � , � �c, s .* �3 J ,,S° ,��. ,�., . �'�°,''� � 1 O � io�.a � aoe.s rs �oM.�. j � � - � � �oc..y � � �� - j • \ -n..� � • �• •/��• �� Q��S�jph.l o�►� — ' � �•''� ` � � 2 , ' 3�F�r�r i I '�� ` � / �. `,i.�e �,,)eop� � I t�t�00C�EP ��'l; �-� � '� ° ' ~� - � �/ ° �1 � ' :v �` � �.� � . ' _ � � 1 �. - � + '� "b'^ ` r�v 'P `� �\ �i jR 3C��: cQ� - -- • �04.q . 3`� �_ - _ ,o�.� L_ ,a - 1 ? �l �-.o ,, ,� �; i � K.� ; �'. 1 ,, ; �S� »� • � ��i � �//-� � p�o4ost*� � �oc.yJ� � _ �oi.c . ^�¢ � ' �0�4. ' � 1 �<`��'� 1 Q►�M47L1'l- i -�.�. . -�, � = '` {n � ,,�,� % ' �i at�T1d�G�- �I '� n' . �' � �GPOSt`��S��.1T ,�i�r / � �� 1 Y 98.4�+� ` \ I � ' � "3 1�'P�-t� � \� � , I � I ` -- - `ioo.o _ �� W/��uJ�oG "C�Fr?►-iLNfS �-. i`-^—`-��l� � �� ' � �` _ �9y L1}t.'�''� �— _ ._,� -�_:-�� i�r�— '�4.D � � \ $ � � -�. / a g� � �W`� - � �`��.;.�_ � �� 0 44.1 (�6 y.ti QQ-o�0 SG� �� \�i � J,�! �2. ��-./,.�/�.titii � �1G�-7�.>T. 1 7 l �p�p a,�.-p "�Rt-1YrS ql:D� ' r�A11� �..0 l+.� 1- Erl�b(1 V �...1E►.l� .,� ''�1 V� . '�'�� . / ��bS1t�1.� � . �. `/ '1F1.\iL O�Z �5�1.»i�-S�A�Ar�vCn� S'vvNP w be �' �j � Y�R Au 1\�/aY`�{ fcQ�\PwtT=�-�'� �F� \ • � o_-'('�t� Q�Q�f�o -�Y�+'�-�+rvti��-1�� a�� j 1A�T�E-Rs A�14+F�GK- �N��`-+�-�� \ _ 1 � �� `�3' \, . � �� 3�'.L � '. � �� ih �- r�/ o ��N QF: r-'��- SW��SO'(�� '��y�n : —(04 0� �x�s-c��L- �-- � �� —�'"��ercolation Tests Scole�1- =5" �.� eC�:8 -� ��R-� �D'�� 1�� _, ��— , o 0 0 0 l3 �" Q Soil Borings ' �Bench Mark ,��D7--�� Yl . 1-t'�+�'�S. Co . Note= This system is to be consfi,cted to meet - ' the tu�nnesota Po�lution Controi Agency S–P TEST/NC� /r�N ; � Cl�apter 7080 & Local Ordinance �9� By.� �� ;� .��._ Note : Check all underground utilities Oate�.��/�.{ PH.6�2-497-3566 ' ' � _ exisCmq q►o�' �.- �� - -�--- - -- --- � bcck fill 6��min. — J 3 to4 loyer of uncompocted � ., hoy pr,strow cOvered with = ,�'� 4"pipe dio. � - . red rosin poper _!�� 1" '�' � � , . � ° � (��rotk fdte�moteriol � � rake sidewalls 8� bottom to � � . . remwe smeoring `�` � � SET- BACKS „ �16�=36� ' _ �Z � . HOUSE System must be� w�� Tonk �' from property lines TRENCH X- SECTION �3,. ,, ,, 1. �C" y from we115 . ��.'_ � -rb ti -r,��_ �' from bldgs. (min, ot two trenches) _-� ,\/`l�µ �u Treatmerrt orea =�fran lokes,_�stre�rns (mmc, length 100 ) -„�,' X- 5S C.'�l o� �►��►-�C�tE TreatmeM area � from property lines I YIH�'No ES ►^�•�� from wells � � fl'�`�`r'�� ,3SZ�f rOm bldgs. ' . . �' — 1.sz'from trees ote�Power supply and switches must be in c weother SOIL BORING ELEVATIONS � proof endosure oulside �P�mpm9 chom� � � � � ` TH. I EL.-!�3• ° ' L � _�min. � . icrc.o ' ' ' ,-. �' , � - E � � ` - 'f�l � - log. a., � � � `_, , , , TH'2E .-Lo=.o ��,, - �o.s.� -�_� �__: � i - - _=��:avs y ��_J__. �o---� r Tonk ;. --- � r� � � ..--� ��-, �o TH. 3EL:L' Tank ,. _� �_� �--• �_� Cxode /oslape " � _Droa to Tank �,.a.� �,�+� � , . � _ . T H."4 E L-1�4� - �K -ce�-..�.H. i c�,a A1 feast 4 I/2 of undisturbed Min. I��to 8� p��9 � earth bebween trenches TH.`5 E�-1c'�..o Mox.l��to4' � Chamber ELEVATION ot PROPOSED PUMPING 4'�to 6'�dio.ppe •• DROP BOXES CHAh1BER-� (ground elev.)n9 0 F��ost�-.t� 'St�PG�- C3vocr�G--�t�1.0 �Du��F-s-r A..Oc�r� -9 I .D SYSTEM DESIGW . TYPE�,�} BEDFt00M - Percolation rote 1?�min.l�nch (design /�3 o min./inch) Tre�M areo required w/,� of rock fiNer rrwterial��r 10% =��sq.ft. of trench bottom oreo needed =_��trench width = lin.ft.of trench needed , number of drop`:�xes Number of tcnks required�, , Ist icnk �c� L, 2nd ton �c 1, mirurnurns „ � (to be deiertnined by the instoller) ' Cteon rock 4a a�.yds. (3/4" to 2 1/2"dio.,includes 2"cbove pipe ) ~ . ' PROPERTY OF:�L�'�+ 5�.1 a�s o�1 Pumping chomber copoaty= 25% of doily sewoge flow�of(�gof.�gol+Re.serve.staogeY�ol.t Pipe,back drainoge.'�Q..�al=��112 cpl.cop. �� fNCiQ� '[�A�! 'R�. 0 .y_�i�S t��'f� YG� P!Jv+�p ��.V✓i�_✓i_1 DOG e��.c.4�. ��nl-1 li 1�1 t..! . 1-�'�-��• G1 O . ( Reserve storoge =��ga1./bedroom=��at. * Pipe bock dro'noge:,1� gol./IOOlin.ft.3 p►pe- length of pipe needed opp�ft =�gat.) " Pump size � �-� hp w/mercury float pump coMrols u 5�� 3� � H�:��.4 S'F�=-s. _ . m A x. ti�5��}AR uz_ yS Sa'l�'''''�n. S—P/ TEST�NG /N Nofe� When oonstnxting bed - , this area should be st�ped Note� Distonce from treatrnent orea to neighboring wells— pesi ned B 7�^�- �' �' `'"— : to divert run-off from eMering treotment oreo. ' '"`�'"�� 9 y. _ Dote�+/�/31 � PH. 612-497-3566 • � � ' N.�ss . . . . . �� o'x ss'��-crcx- �r� . _ �� . : � - '_ � � .: , � • S � S _ i I . — 1 D — d.0 �f."'4�,�3� `-b•D ' 10 3 ��Atl �/��t� 9.10-�Tc� ScA�� p� `y SET- BACKS ��-�oS� : �rc�yC,}a� w�� s L.Ess . t /o' � � . � j HOUSE -t��r� s� r��t� t-a�o -t� ,Ac--- -- � System must be� "'''�� '''�'O�� ' • . Tonk a�� from property lines X ��'��L"'a �Y�►S�L W�oT�` , � from wel!s �? from bfdgs. ; , -r'�,,; . � Treotment oreo =�from bkes, _�streams � NOTE�Power supply and switches must be locoted 'm a Treotmenl orea � from property lines �� f encbsure outside the pump►ng chomber and mcnhole . Ma!��cc.�5 �++�� ►�" ��'�from we'fs . BAcrF�� , from bldgs. r -� �'from trees �, � SOIL BORING ELEVATIONS � i � � _'.. I r �� :�min. , � ' TH. I EL.-Lo3._� ' � 3"d�a.s� � � e . qrode LG�%TH. 2 EL.1od� � Tank ;;j . TH�3�L-� Tonk PRESSURE DISTRIBIlTION MOUND SYSTEM _DroD to Tonk I TH"4 EL- . � Min. I��to 8� �-Pumping TH.`5 EL- Mox,l"to4� � ��P T'��.��5 SlaA`.�oc�J EL�1/ATION ot PROPOSEO PUMPlNG �� , Chomber CHAMBER-_�_�Ro• � �'�� 5 . 4 to 6 dia,pipe . SYSTEM DESIGN -MOUND � TYPE-�, � BEDFtOpM , Averoge percolofion rate ��min./inch (design.83sq.fl treotrr�ent orea per gol.of daily sewoge flow) . oJ goL/dny x.83sq.ftlgol.' `'�sq.ft:of 1r�tmeni oreo �10'/0=� sq.ft. (.= IOft.width=�ft.lenqth of bed m�ea+side sbpe run�to I x��height= -1-i�ftx�l-ft.lawn•�eo needed) � (�ean rock needed- �2sq.ft.t►eatrnent oreo x •L��deplh�F rock= �` w.ft=27=�.1_cu.yds{3/4'�10 2 I/��dia. ,irx�udes 2��of rock ab�ve pipe) �o�1�S�s_ ' �� J� 5��.�.� oc FT�a •/ � - w qs�� Cleon sand fill below rock needed.�.Q cu.yds. approx. sandy loam bock fill�cu.yds.approx. topsoil 6 Z�cu.yd. A ' r�t�.�LD -tc aoo Z.o"ic 'C� -c'oeso��.Fo� ��gc ��s��aQ-.��-�3 ��n.'u'tou Number of tanks required�_, Ist lankls24�go1. ,2ndlonWs?lf.a.qot.mirYnms PLus P►-�.�►,P�N�,. � ,a.ti,c;c� . . Pumpn9 chamber copacity- 25'/0 of doiy sewage fbw of l�4�qol.�gal.+reserve siaaqe of 15 4 gn�/Bl�la�a.gol.+Pipe bxk d�onoge— pROPER 0 �'�'�'�� ''`-��'�Sc�- of gol./IOOlin.fl.of "dio.supplY Pipe, tin.ff.needed , gal.{manifold ga1J1001inff of_�dia.pipe,In.ftneeded � 9��• �� N,.��R$s -8 � '�� — fotal rt needed � �-�� "�� . ��'`.� . �b . �oP�Y gal.(plusoreafapump) us� �*►�Y,. �U o��,1.«,,p. Distribution pipe ��`dia. ,I.5:=1..linn.ft� �-�`L�din. perforations��opart Pum s¢e ��_h ol.4 des/ ) � �- 'C- �-4 D �.o+l 1 ►,-►,r+ P R• (v�� fi� 9 �► doY ��.�•� ��*�� ¢��s _ o.s��a�a-L� T—.- S-P�yTEST/NG /N No1e � When c.ons�ruc�in bed � this oreo shoutd be shoped No�e� Distonce from lreotment oreo 10 ne'�qhboring wetts— � peSi ned 9 � �`'` �= ��`�-J'�;- 9 • � io divert run-off irom entering treotment oreo. L�� '� �OO � � 9 1 PH. 612-497-3566 . L�s� -cu � ��, 'R->>� s��s= - 7�np�!on,-� w�.�..� ; Do�e �� __- --_._. _ ♦��u1�V�.vu.►1,�. �q�,wi►�JiY '�HY�J�It•!!i.[�i._�_![1�'1'�M MUFIIC� M�'M�T � , M.ow _..--. __ _._ __--__.�._ D-7 � �� A. Estimated �o o „�gpd(See D.7 or I-3,4,5)or �� a� �� = r� �7 mCA.ftl!!d �� f'�'rE OR 11tl�OENCt°. SEPTI�C dTANK VOLUME �o°�i�oow I II � � :. B. 2�. - 1 � v O g a ll o n s(S e e C-3 or C•5) ~ : �J00 � 1�! d0' � �� 700 =i• rAl�ie SOILS(Stte evaluation data) , � �o a*e :s� „ C. Depth to re�ict�ng larer:_y'-4''-c� �'-�S' feet i � � � '�. D. Maximum depth of atys C-3 ft• a�,,. .`fett w/�►-�r�e_��v t � i oeo • �oo iro s E. PerroLtion rate_�MI'I PTy A i�> s i:oo • sr� .a e.w� F. SSF ��sq h/gpd(See D-6, B•29) TRENCH BOTfOM AREA a H. For trencha with 6 inches of rock below the pipe: C.3 ;�, A x F=_x,,,:��q h of bottom ana sE�nC TANK CA'ACITi�, IN OALLONS l. For trenches with 12 inches of rocfc below the pipes AxFx0.8• x . x0.8= ftofbottomarea-ti�'��5<Y� "°'"°a""`C (� L�a2 �l.sq � �or wwiw wn+�o�ua J. For trenchd with 18 inches of rocJc below the pipe: �� wne� o�s.as�� A x F x 0.66:__x x 0.66• !q ft of bottotn atea � a,�p �� '— K. For trenches with 24 inches of rocic below the pipe: ��. . A x F x 0.6=�' x x U.6=_,,,,_sq ft of bottom area '�� +'�� . BED BOTTOM AREA •o�� ,�� s�• [.. Fot see�page beds with 6 ot l2 inche�of tock below the '.�o"' :�� , �o��' P�P�% l.SxAxF= 1Sx x � � sqftofbottomaree ROCK VOLUME IN CU FT � � ti1. Rock depth below distribution pipe plus OS foot times bottom area: � M =RocSc depth+6 inches x Area(H,1,J,L,K) $_�g (�p+OS ft)x��:I J�I Cu ft ' so�� uu�acn�sr�a ..a ecou�to .Rcas ROCK VOLUME IIV CU Ypg `'0" 'E'""�E TM�"TMu'* N. Volume in cv ft divided by Z7 ;��a ��."``'.�... M+27=cu yds I�+27:��v yds �;�� , +,"�'�w� ��e�»K� � ROCK wEIGHT nni�nw e.�• swe O. Cubic yards times 1.4 = tons o.i ,o , ,ae I ,p � ;,, N x 1.4 = tons�-x 1.4 � l�tons °'' '0 ' ""'� "' ' e'0 ' •+e n �tiwo.�ar �:r � a» .. ..,_.1dM1._ ........._1.�� Q�D �1� '•� 10 . � 71 TO q 1 fKf�pAY Lpp Q�p DISTRIBUI'ION •s.e w inn�ow( tse o.e �Check one based on slope) "O"`"""'" '0` "" '- � � w,................�r«.+....ww. Bed (less than 6%slope) ' ��-�•�-•�•-•••�.r.«.....,�.. �,�...�....�...r...�..�...,...�. Trenches �/ Drop boxes(any slope) Distribution box (level to slightly sloping) ; ��t/�� Gl`1t.I1 L�G� •I��I 1�I�I�I�I�I�I ��r• . ( ��1 ♦•��♦ ��•1.��ti�� - P. Select tren�h width s��I� ��I�I�I�I�I�I��sI�1�� 1 � ��ti�\��1�1�ti��1 r�1C�1 C.O�t I•t•I•I•I•I�r•��I•I•j•I.j• Q. Divide bottom area by trench width: (H,I,J,or K)+p a ;.;.,.:`�`� �`�;:.:.;.1 � r•i.r.�•♦ .r.r.�.r. lineal feet '::::::: !�:`:::? , [Z';:::�. :::::::� �u�ch Pipe �+�= r.i•r . �•+•�•+• : �lineal feet :.�.�.:• .,...... * -Ww* w�r- •j��j�� •�� f'►►�1`� MGA .��ti�1� ��N1�ti�ti �. Iy�I�I�� •r�� ♦��ti��N��N�ti��N�� ' �� •I��I��I�pj�1�� R: Select trench spacing,center to center=„�feet •.•.:.,.+.�.•.,.•.�••.•.+•� a I�t �•I�I•I•I�1•I•I•I�I�I• S. Multiply trench spacing bv lineal feet R x Q= sq j•••••••••�•�•+.••,•`•`•••• •1��I H��•��I��Iyy� ft of lawn aTea �•••+•••.•.•.•.•.•.•....... • •I�hI�hI�I�I�I��I��yy �Y2S�fIC� ]'�� N ♦��1�M�� X � s.'iri.`,+ _- .'^i �t �f�,��,�,��'��:�:��:tilRuek Below tt �= �1 ii:i:��.�. .ti. i ♦ i.i.�.�.r.�. ♦��N��ti�� •��N�I•I�I�rN�I�HI��• '�•��•��ti��.��•�N�� LAYOUT lUse other side) �"•'•'•'•'•�•'•'•�•'•'•�•f• ti!tiH��ti�ti��ti��1H�� 1. Select an appropriate scale;one square= feet. 2. Show pertinent property boundanes, right-of-wav,easements. 3. Show locadon of housc,gara�e,dnvewav,and all othcr .� improvements, existin�or proposed � �t. Show locativn and lavout of sewa�c treatment svstcm. �. Show (ocation of watcr su�+piy v►•cll. � • h. Dimcns��n all sct backs and :;cc+�rannn distances. . . _. � - �.� ��SEL-ECT�ON PRpCEDL�E A. Determine pnmp capadty: l. Minimuut sugga�ed ls 600 gallotu pes hour(10 gpm) to stay ahesd of ' waeer u�e ra�e. 2. b(aximum�ugga�ed for ddiv�ery�o a d:op box of a home syscem i�2.700 gsUons per hour i1S gp�a�to pc+event bnild-up oE p�saune fn drvp box. 3. Ux value from de�ign of pcamu�d�stribndon 'ry��em. SELEtTED PU11�II'CAPAQIY_� p�� B.Determl:+e head reqnirm�nb: � . �':;.°� �� 1. Elevadon differenoe��point of dUcharge. F1s�►.�doa DiCaa�os Z if pumping to a pe+e�sure di�tribudon sys�eas,add lfve ktt foe prwure �'� requuiired at rnanifold , a�{ - •� Riab _�. 3. Frklion bes . 13 iadt 20 Meb 3.0 ineh a. Ente�r frictlon Io�s t�bk with�pat ard plpe diame�er. � �i.r..r.�r taon.tw. Reed hicl�on loes in feet per 100 feet frvm page R18. 10 0.69 O.ZO- F.L• �=R./100 Et oE pipe •i4 i� 0 8 ' b. Dedesmit�!tctal p�pe lestgth ft+ot�1 pntttp tD dixharge = � 16 1.63 0.4a poin� Add 2S pesrent to pipe length Eot Atting l a 2 0 3 0.6 0 loss,or�e a ti lo�s char� ZO ia7 0.73 0.11 � ��t�� ZS 3.13 1.11 0.16 tength-1.25 dmes pipe length• 3o s.t'� 1.3s o.Z3 �_x 1.2'�• 'a'� flet 40 11.0� _S Z_z�� 0.39 c. Ca�lcnla�e botal iriction loee by iruldpiyi� �� . -� fric�on 1�in k/100 ft by equivalent pipe length. so 3.99 0,8 To�al fdction los s '�.?�x=j +100•_�feet , � S 60 0.3 , a. Toai heed required i�the eum of devatlon diffe�e�nce, � speciai head requi�mmb,and total frtctlon lo�s. �� +_�_+�_ . . (1) (?J (3� TOTAL HEAD �feet G Pump selecdon D-7 1. A Pump must be sdecbed to ddiver at least y D gpm (Step A)with at lesst ��feet of total htad(Step B). or�M.� ssw�oc .�ow�s�aw.�o«. .a o�.r r+� rr.s a� �c,ioc++u �D1100M! t II � Q D. Total Puanpont Volnme � q � ,�, �� 1. To ma�dmiu pump llfe sdect sump size for 4 to 5 P�P aP��ons per day. . ; oo n70°s =,'r�s� �»• 0 o gpd+4• 1 SU gallons per dose � *� +� �• +r�� 2. Calculate drainback : imO°Ooo �`OOrs •oi e.�M. t. Deter:rdne total pipe length,�o feet. 2. Determine liquid volume of pipe,�,�galloe»per 100 Eeet. (xe page R18) F-18a � 3. Multlply leagth by wlum� Drainback quantlty� � � a,� ��r� ��U feet x��gallon�/100 fL• •1 � gailon�, .4 •Susgaeed drainback quaadty is 10 percent of pna�ped quantity. A larger drainback �.2 5 7.7 7 percenage will d�pus+p seadon effidency sllghtly but pumping mvgy coaes ars uswlly a reiatively smatl part vf the total household energy aost�. 1.5 1�.58 2 .17.43 3. Total pump out wlume equals dose volume+drainback Z,S 24.$7 ► So gallons per dose+�gallons� 1�t U Total Gallons 3 38.4 4 66.1 • � , , , ..� � ,__ .. E 19 � ' . ' MOUND DESIGN WORKSHEET � (For Flows up to 1200 gpd) � A. FLOW . � D-7 Estimated �o gpd (see pages D-7 or I-3,4,5) �+�►�� w r a ,.R a�sao�c or measured gpd. �» � n � s ! �00 b/ 1�0- �0{ � 100 �00 tl� w� B. SEPTIC TANK L•IQ�CJID VOLUMES : ,� „; � '�.; � �� .� „� � —�o o c� gallons (see pages C-3 or C-5) • �� .-• C-3 C. SOILS (refer to site evaluation) .. IC ANK C MCIl1l�IN OAIIOM� 1. Qepth to restricting layer� �� -�� a c�" inches �a � � �1OOIM 11011�W�p1� NMO�K 2. Depth of percolaHon tests =__� inches ,a�,,, ,�, ,�„ 3. Percoladon rate i � . �z mpi �«�� «: +..� 4. Land slope ) O 9'0 '°"' "" "" f.�a• „n ».� D. ROCK LAYER DIMINSIONS _ 1. Multiply flow rate by 0.83 to obtain required azea of rock layer: A x 0.83 = � �_gpd x 0.83 sq. ft./gpd = yC��,sq. ft.-+ ro'ti�, s'�+� 2. Select width of rock layer(10 feet or less) _ / v ft. 3. Length of rock layer= area+width = • _SLt'7 sq. ft. + � o ft. _��ft. Rock Bed r.r r. r f• . .�r.f. �i {.�ti•�t.�• .ti� .;.ti•ti•ti.i.�. r•f•t•I•r•J r• •f•t I•t•r J . . y�S��1�t�ti� ��ti�1 t� �� d�}I ��. f.r.r.r•r•�•f•S r•r•}�i.rY}.f y.�.ti.ti.ti.ti. .ti.�•ti•ti• ti•ti•� .f.j.j•rK•r�r.l�/.htrf•1 t•} E. ROCK VOLUME �-- Length 1. Muldply rock area by rock depth to get cubic feet of rock; S�sq. ft. x/;U�ft. = s� cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; S7y cu. ft. +27=�_cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �.� cu. yd. x 1.4 ton/cu. yd. _�,tons. F. ADSORPTTON WIDTH 1. Percolation rate in top 12 inches of soil is,��mpi E-16 2. Select allowable soil loading rate from table on page E-16� r+M►M+�aa+wma�asaiw�reww� ��-- gPd�f� �,.� �..w..,.... 3. Calculate adsorption width ratio by dividing rock layer �"`"" """ ''"" """ `"'+`"""' :':,: ':L_ ;� �.„ t:N loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �. .,. » ... .... ,.,. �1 .1� �.N �.N �.M �.M 1.20 gpd/ft2+ .7�i gpd/ft2= l. _��, � :;.: ::" :•� :::: �» � Check this value on page E-16. 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; J•�'ax_�ft� is• � ft ^��-C"uY�-- ��c��_.��-\�j t-�u . � DOWNSLOPE DIICE WIDTH . If landslope is 3% or more,subtract rock layer width from . adsorpHon width to obtain minimum downslope dike toe : �=ft-1�ft =_,,�_ft . . Calculate mound hei�ht at edge of rock layer on downslope side; .• � a. Determine depth of clean sand fill at upslope edge of rock *W••+�••�•.-� layer: Separation /, o feet '� �� b. Multiply rock layer width by landslope to determine drop - in elevation; Slope Di�ference ,...�.�..,,r.:.�.� _,.».._.._ �U x_��o+ 100=_Lft �••._• ,• c. Add depth of clean sand depth of clean sand for separation at downslope edge to depth of rock layer to ' depth of soil backfill to get mound height at downslope edge of rock layer; ��ft +_ 1.c� f t+_�f t+_�f t =�_f t d. Enter table on page E-18 with landslope and downslope dike ratio. Select dike mulHplier of_ fs , c.�� e. Multiply dike multiplier by downslope mound height to get downslope dike width: �x t.G�_�_ft g. Compare the values of step G.l and Step G.2.f. Select the greater of the two values as the downslope dike width; a.� feet ��,.►,.�a� h. Calculate upslope dike width using upslope mound r height and upslope dike multiplier from page E-18; ��X 1.SSL =�_ft u�am..�e�tw i. Total mound width is the sum of upslope dike width plus °wir°P'°�` `' rock layer width plus dorvnslope dike width; _�ft +,��ft +_�ft= �ft 3. If landslope is 2.9 percent or less,basal width includes both the upslope and downslope dike widths. a. Calculate downslope dike width using steps G.2.a. through G.2.f; feet b. Calculate upslope dike width using upslope mound height and dike muldplier from Page E-18; x ft= ft c. Add,downslope dike width to upslope dike width to rock layer width ft+ ft + ft = ft . E-18 �� :1 k1 S:t k1 71 !:t �1 S:1 61 71 N � 0 �A �A bA iA 7A �A �A bA iD 7A IA 1 �AI �.17 S�f 6]! 7S1 l.91 l.SS 1.76 S66 iSt 7/1 � 2 3.1f •3S 536 �!2 �.1� 1.lJ 310 IS4 SJ6 �.0 �.t0 � aao �s� s,e �.s� �x 2n as� �as s.ae s.�v �es � a�� .�s a�s �,o �n i.se a.as �.v �� s�c to� S 7S� S.OD L.67 �S! 1077 2b1 �33 �m �.62 S.If !]1 6 a.66 5.26 7.1� Y3/ 17.07 2S1 �?� 7�5 �A1 �.09 SA1 7 �.l0 SS6 7.69 1031 13.73 1As 7.tI !]0 1?3 �10 saa t �.95 S.M tb I1St lS.fl t.�2 1A1 �S7 1.� �.W 1JI 9 �.11 25 1D1 13A1 �e.n 236 2.91 7AS 3.v0 �JO �i6 iC---_42�_____ � _IOA__...__.lSAO�_..p�7..... 2]I._......_�i� SSl 3.76 1.12 4M 11 IA1 � 11.11 17,65 �OA1 Z�6 1.71 3?J 7.61 I.tS �2i 12 1.N !� 1 2t.�f 1175 221 2.70 �.I2 �M l.10 �.01 • L-13 �CER�IFICATION # 00627 Logs of_Soil Aorin s Location or Project Keith Swanson, 75 Stubbs Ray Rd. , Orono Borings made by S-P Testinq, Inc. Steve Schirmers Date 4-16-91 Classifiction System: AASHU ; USDA-SCS X ; Unified 3 Other ' Auger used (check two) : fiand X , or Power , Elight , or Bucket X Depth, IIoring number 1 Depth, Boring number 2 in in feet Surface elevation 103 . 7 feet Surface elevation 102.0 0 - p _ .____ Topsoil very dark Topsoil dark brown brown loam loam 0 - 1' 0 - 10" 1 ' Dark gray brown loam 1 ' Brown clay loam 1 ' - 1-1/2 ' Brown clay loam 10" - 1 ' 10"-MOTTLING 2 - 1-1/2 ' - 2 ' 2"-MOTTLI G 2 Rusty olive brown Gray _ 2 � 2,�_ 2_1�2 , b�$am c a cla loam Y 3 _ Rusty olive brown clay loam � _ 1' 10" - 2 ' 10" 2-1/2 ' - 3 ' 4" 4 - 4 - Rusty olive brown Rusty olive brown loam loam 5 - 5 - 6 - 3 � 4° - 6 � 6 - 2 � 10�� ' 6 � 7 - 7 - 8 - - 8 - • End of boring at 6 � feet. End of boring at 6 � feet. Standing water table: Standing water table: present at 3 � feet of depth, present at 2 ' 3" feet of depth, 24 hours �after boring. 24 hours after boring. Not present in hole . Not present in hole . � . Mottled soil : Mottled soil : Observed at 2 � 2�� feet of depth. Observed at feet of depth. Not present in hole Not present in hole Comments : Comments : L-13 , CERTII'I�ATION ;Y 00627 L�s of_Soil_Rorin� Loca,tion or Project �P; th SwanSnn� 75 StLbb� Bay Rd Orono Borings made by S-p Testina, Inc. Steve Schirmers _ Date__ 4-16-91 Classifiction System: AASHU ; USDA-SCS X ; Unified = Other Auqer used (check two) : tiand X , or Power , Flight , or Bucket X Depth, Boring number Depth, Boring number 4 in � in feet Surface elevation 101.6 feet Surface elevation 105. 2 � Topsoil dark brown � Topsoil dark brown � loam loam 0 - 10" • 1 - 1 - 0 - 1' 2" Brown clay loam Dark brown sandy loam to loam 2 - , - 1� 2�� _ 2 � 2 • Brown c.lay loam 10" - 2 ' 10" 3 - 3 - 2 � _ 3 � 4�� Brown loam Brown loam 4 - 4 - 2 ' 10" - 4-1/2 '-MOTTLI G 3 ' 4" - 4-1/2'-MOTTLING Olive brown loam 5 - 5 - 4-1/2' - 5 ' Rusty olive brown Rusty olive brown 6 _ � loam 6 _ loam - rocky 7 - 7 - 5 � - �� a _ 4-1/2 ' - 8 ' 8 - • End of boring at 8 � feet. End 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 X . , • Mottled soil : Mottled soil : Observed at 4-1�2feet of depth. Observed at 4-1�2 � feet of depth. Not present in hole Not present in hole . Comments : Comments : L-13 ,C�R�'�CiC�A'PibN k dnG2'� Log� c�� l�eil t3orlt� Location or Project Keith Swanson, 75 Stubbs Ray Rd. , Orono IIorings made by �-P Testinq, Inc. Steve Schirmers _ Date 4-16-91 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other ' Auger used (check two) : tiand X , or Power , Flight , or Bucket X Depth, Boring number 5 Depth, Boring number 6 feet Surface elevation 107.0 feet Surface elevation 109.2 � � _ 6,� � Topsoil dark brown 0 - �p,� loam Brown clay loam 1 - 6�� _ 1 � 4�� 1 - I3rown clay loam 2 - ' Brown loam 2 - 10" - 2 ' 10" 3 - 3 - 1' 4"- 3-1/2 ' Brown loam 4 - 4 _ WEAR 2 ' 10" - 4 ' 4"-MOTTLING Brown medium sand 5 - 5 - Rusty olive brown loam 6 - 6 - 3-1/2 ' - 6 ' 8"-MOTTLI G 4 ' 4" - 6 ' 10" Rusty 6 ' 8" - 7'm�d�i�mb��n� � Rusty � , _ �_1/2' fineysan� n � HIT ROCK Rusty gray brown medium san a _ �-i/2 � — s � 8 _ . End of boring at 8 � feet. End of boring at 6 ' 10" feet. Standing water t�ble: 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 6� 8�� feet of depth. Observed at 4 ' 4" feet of depth. Not present in hole . Not present in hole . Comments : Comments : L-13 , CERTIFICATION # 00627 Logs of Soil florinc�s Location or Project , Keith Swanson, 75 Stubbs Bav Rd. , Orono Borings made by S-P Testinq, Inc. Steve Schirmers Date 4-16-91 Classifiction System: AASHU ; USDA-5CS X ; Unified ; Other Auger used (check two) : lland X , or Power , Flight , or Bucket X Depth, Boring nu,mber 7 Depth, Boring number feet Surface elevation 105. 9 feet Surface elevation 0 - 0 - Topsoil dark brown 0 - 10" loam 1 - 1 - Brown clay loam 2 - 10�� 2 � 2 - 3 - Brown loam � _ 3 - 4 - 4 - 2 ' - 4-1/2' -MOTTLING 5 _ Rusty olive brown 5 _ loam 6 - � 4-1/2 ' - 6 ' 6 - 7 - 7 - S _ .. 8 _ . End of boring at 6 ' feet. End of boring at feet. Standing wat�r 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 4-1�2feet of depth. Observed at feet of depth. Not present in hole Not present in hole . Comments: Comments : CERT.#00627 . PERCOLATION TEST UATA SI�EET S—P Testing, Inc. 4-17-91 1: 27 `�'��' Percolation test readings made by , on starting a� � �e��,i Test holc location �5 Stubbs Bay Rd. ��ole number 1 , Datc I�ole was prcp�re� 4-16-91 Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture , 0 — 12" Topsoil very dark brown loam Method of scratching sidewall Kn i f P , Depth of gravel in bottom of hole 2 inches �. 4-16-91 1: 30pm 12 Date and hour of initial water filling ,Depth oF initial water fillin,�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 � 6 ,Maximum water depth above hole bott�m during tes� inches Time Pcrcolation Time interval, Measurement. Drop in water rate, Remarks minutes inches Ievel,inches minutes per inch ' 1• 1• " — 8 8. 9 . 30 min 2. -- �� _ 4 ' �� . 2` n _ • n u Percolation rate = 9-3 ►ninutes per inch. CERT. #00627 . PERCOLATION TEST DA1'A SHEET �.m. Percolation test readings made by S—P Testina. InC. on 4-17-91 starting a� 1: 28 ,r`1 i�6urr . Test hole location �5 S�ubbs Bay Rd. ,Hole number 2 , Date hole was prepgrocL 4-16-91 Depth of hole bottom 12 inches,Diameter of holp 6 inches ' Soil data From test hole: � Depth,inches Soil tcxture . 0 - 10" Topsoil dark brown loam 10" - 12" Brown clay loam Method of scratching sidewall Kn i f e 2 Depth of gravel in bottom of hole inches ... Date and hour of initial water�Iling 4-16-91�dep��i�oitial water filling 12 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 , Maximum watcr depth atwve hole bottom during tes� 6 inches Time Percolation Time interval, Measurement, Drop in water rate, Rcmarks minutes inches levei,inches minutes per inch • 1: 10 prefill 6 1 : 28 1: 58 " 2 15.0 30 min 2: 11 2 : 41 " " " ' " " 2: 44 3 : 14 " " " . " " Percolation rate = 15.0 ..,�nutes per inch. CE,RT.#00627 . PERCOLATION TEST DATA SNEET . a.m. Percolation test readings made by S—P Te s t ina. 1 NC. �n 4-17—91 sturting a� 1:31 G�� an�� Test hole location �5 S�u}�bs Bay Rd. , Hole number 3 ,Date hole was prepare� 4-16—91 Depth uf hole bottom 2 4 inches,Diameter of hole 6 �inchcs Soil data from test hole: Depth,inches Soil texture . 0 - 10" Topsoil dark brown loam 10" - 24" Brown clay loam Method of scratching sidewal� Kni f e 2 Depth of gravel in bottom of hole inches _ . �. 4-16-91 �30p�n 12 Date and hour of initia)water fillin� pth at initial water fillin,g inches ahove hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 houn AutomatiC s iphon • ,Maximum watcr depth above hole bottom duri�g tcs� 6 inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks ' minutes inches level,inches minutes per inch • 1: 10 prefill 6 1: 31 2:01 " 1-5/8 18.5 30 min 2 : 08 2 : 38 " 1-9/16 19.2 ' " " 2 : 48 3 : 18 " 1-1/2 20.0 • " " ' � Percolation rate = 19 ' Z minutes per inch. CERT.#00627 . PERCOLATION TEST DATA SHEET S-P Testing, Inc. 4-17-91 1:32 °•m� Percolation test readings made by on starting a� �� a�rri - Test hole locatio� �5 S�tubbs Bay Rd. �Hole number 4 ,Date hole was preparcd 4-16-91 Depth of hole bottom 2 4 inches,Diameter of holP 6 inches Soil data from test holc: Depth,inches Soil tcxture , 0 - 14" Topsoil dark brown loam 14" - 24" Dark brown sandy loam to loam Method of scratching sidewall Knif e Depth of gravel in bottom of hole 2 inches ... 4-16-91 1:30pm 12 Date and hour of initial water fiUing ,Depth of initial water filling inches above hole bottom Methal used to maintain at Icast 12 inches of water depth in hole for at least 4 hours Automatic s iphon ,Maximum water depth above hole bottom during tes� 6 inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches levcl,inches minutes per inch ' 1: 10 refill 6 1: 32 2 :02 " 3-5/16 9 .1 30 min 2: 07 2: 37 " 3-1 4 9. 2 " " 2: 49 3: 19 " 3-1 4 9.2 ' " " Percolation rate = 9• 2 minutes per inch. 1 CERT.#00627 - - PERCOLATION TEST DATA SfiFFT u.m. R P TPat-i na Tnc- �rL 4—] 7-91 stArtinga� 1 :33 `� Percolation test readings ma�e by , ,,,,,,�, � 7 5 Sttibbs Bay Rd. Hole number ' ,Date hole was prepare� 4-16-91 Test hole location � pepth of hole bottom 2 4 inches,Diameter of holP 6 inches Soii data from test hole: Depth,inches Soil texture . fl fi" 6" — 16" Brown clay loam 16" — 24" Brown loam Method of scratching sidewail Knif e Depth of gravel in bottom of hole 2 inches " 4-16-91 L� n Date and hour of initial water filling --,ZJe�t6��initial water filling�--�nches above hole bottom Method used to maintain at least 12 inches of waler depth in hole for at least 4 hours Automatic siphon _ ,Maximum water depth above hole bottom during tes� 6 inches ' Time Pcrcolation Time intcrvai� Measurement, Drop in water rate. Remarks minutes inches level,inches minutes per inch • 1 : 33 2: 03 6 1 30.0 30 min , ,� �� 2: 06 2:36 . �� ,� „ n 2: 50 3: 20 � ' Percolation rate = 3 0.0 minutes per inch. . . , CERT.#00627 . PERCOLATION TFST DATA SNEET Percolation test readings madc by S—P Testing, Inc. �� 4-17-91 starting a 1:34 �m; �e��.► 75 Stul�bs Bay Rd. 6 4-1 6- Test hole location ,Hole number , Date hole was prepare� Depth of hole bottom 2 4 inchcs,Diamcter of hole 6 inchcs Soil data From test holc: Depth,inches Soil texture • 0 - 10" Topsoil dark brown loam _— 10" - 24." Brown clay loam Method of scratching sidewall Kn.i f p -- Depth of gravel in bottom of hole 2 inches 4-16-91 ,� 30 p�. . 12 Date and hour of initial water filling pth 6t mu�al water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole For at least 4 hourc Automatie s iphon 6 ,Maximum watcr depth above hole bottom during tes� inches Time Percolation Time interval, Mcasurement, Drop in water rate, ttemarks minutes inches Icvel,inches minutes per inch • 1 : 10 prefill 6 1: 34 2:04 " 2-3/8 12.6 30 min 2 : 0 5 2: 3 5 " �� + • �� 2 : 51 3: 21 " �� 12 . 6 �,;nutes r inch. Percolation rate = pe CITY OF ORONO CALLED IN �'r.�a '_�a� INSPECTION N CE SCHEDULED '' % PERMIT NO. COMPLEfED " ADDRESS � ` OWNER CONTR. � TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORFJWETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETITURN ON 17 SITE�NSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI 15 SEPTIC I STALL 22 FOLLOW-UP J 10 PLUMBING FINAL SEPTIC FI Z OWNERICONTRACTOR TO MEET YOU: ES_NO y COMMENTS: � � W a j P / O >. � O � W � Q � 2 W � W � � � ❑WORKSATISFACTORY:PROCEED �PROJECTCOMPLEfE W ❑CORRECT V1�RK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT 4VORK,CAIL FOR REINSPECTION TEMPORARY V BEFORE C0IIERING PERMANENT ❑CORRECTUNSAFECONDRIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor e: Inspector: White CopyMspecta's Flis Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NO SCHEDULED � _� PERMIT NO. COMPLETED ADDRESS s� OWNER �` CONTR. C' TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 16 WELITEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING y 03 INSULATION 2M25'WOOD BURNER/FIREPLACE 19 LAKESHOREMIETLANDS 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 v 07 DEMO—FINAL 27 SEPTIC.m 21 COMPLAINT = 09 PLUMBING RI 5 SEPTI 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPT�, ICyFNAL � OWNERICONTRACTOR TO MEET YOU:yYES_NO y COMMENTS: "f�l�/—J�"`/ � � � a � '� �i7�°i� O �-r�� i >. � ° �- �Lr W CC Q � Z W � W � � W ,�WORK SATISFACTORY:PROCEED O PROJECT COMPLETf � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 ownencontra � e: Inspector: White CopyAnspectors FlN Can�ry CopylSib Nofics / _ ✓