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Home My WebLink About1999-012089 - new septic system � �► PERMIT � CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway - P.O. Box 66 . _ - . . _,. Crystal Bay, Minnesota 55323 PermitNumber: _...,,,:„;` (612) 249-4600 Date Issued: - SITE ADDRESS: ;�.� DESCRIPTION: ;, - . w� - - . � . _ ��. — —< c�M,� i�i»;� :{.�.� l•�.=�.,* .� ; .i� _ _ r . �_�('. _:_':;: . ._. . _.. _ ._ . t �;�: C: _ , r ._ ��;t_t'� _.�(�"� l T _::i^%E;:' ... Ls;'r[,�.E-P E+tic�t�`r�. , , __ ��- __.��'.:._.i- REMARKS: FEE SUMMARY: __ . .. ,.: ...-__. ...._ _ ,.: : Y i:.� _...?��_. .=!��_. ..........�._......�......� ._.....— . «i�.W, . �N:�F: i��T. . _. « CONTRACTOR: --� . - _ �, _. _...- _ -- OWNER: _ .. _ _ - _ x _ : , ; : .: _ _ w. _.. , � �,�': _ .:"...." ' ''L _ ' . �..—. _:.� :�: ,�. .i .-. .� ;—. i .��3,�'i�:_3 ; �a,�t; _ : { _ _ _. ._ ..,.. _ . _... ._ t t _.�`.- ,. .: � � _ y # . � . � . t. . t ::,� .i _... ^ . ._ ^._, ' '., 4 j �'— � _ . .. E�. . ._ ... __. .� .._ . .. . . .. . ,' i * . :: �';�i i i • � ,....� �� ..r . ..s , , ...� , ;:,;_'~ l _ �... _ . __:..... .. .... . .i. . F . � .: ..._._ _ . ., � x � ! _ .,. .� .—. . �.—:� — _ _ i :"' -. o t '.;' .,,; ^, f � . �' 3'" ! . . . Y�._. .. . . . T .. _.___. _ f �_.. _. _.!.'__ . ._» , .».. ._.. . . .. . _ .. ... . _. . . ._ ... . _. _ . _ k � �� L � ` � - APPLICANT PERMITEE SIGNATURE ' ISSUED BY:SIGNATURE / .�,.�, � ._� � y��zO �9 : C�"Ty OF ORONO SEPTTCSYST'EI�IPER�1-IITAPPLICATTON � Box 66 (2750 Kelley Parkway) - Crystal Bay, I1�Iiti' �5323 - . �y �� --� . . �oa srrE �.n�xEss• ! �� . . . � Occupancy Type: � Residential`= Commercial �. � Other � Permit T�•pe: Ne�v or �2eplacement SSstem, SI00.00 � Repair Existing System, � 50.00 (Tanks or Drainfeld) 0.50 State surcharge added to above fees • *See fee schedule for non-residential permit fees r . � - �'hone\rumb2r• ,� ��— / %�� Os�ner's I�ame: - City: (`J��.�� P;�' 3� IVlailina Address: � � = ghonel\T�mber• � '-�'� "� Contractor's Name: . '"� � �, City: � �P� -�—5— IYIailing Address:� -. �� . � � DO �OT �,�, P�.I'�•LE�IT �'YITH THIS APPLICATZO�T - G��RAL. I�TSTRUCTIO�IS � �, Applications for sep[ic�system permits may be mailed or submitted in person at the Ciry Offices; howevzr, permits will not be mailed out. The permit mus[ be picked up in person at the Ciry Offices and work must noc be�in unless the permit card is on the job site. � , 2 permits will be issued only to contractors holdin� a City oi Orono Septic System Installers License. 3, Al( work must be done in accordance �vith the approved��P��YCim of OronolSeP�� reports are not considered approved unless accompan.ie y tY Syscem Approval" cover sheet si�ned by the City Inspector. 4, The follow�i.n� inspections will be required for aIl septic systems: _ : .. � � p,, Pre-i.nscallation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to coverinJ. Q For mounds, inspection is requued C. Drainfield trench ins[allation prior to coverin�. afrer rough-up but prior to sand placemenc (sand will be jar tested for silt content), � and a�ain. durin� pressure distribucion pipin� installation i.n � rock b p- S�tion p, F i.a a l i.n s p e c t i o n t o v e ri f y p r o p e r f mal cover de pths and to veri that alI umP (where required) componznts are functional and comply with codes. 5, Iiidividual holdin�MPCA Installer Cercificace shall be presen[durinj inspections: A 2`;' hour notice is required for alI �nspections. . � ' � NOTE: �Applican[ rriusc initial alI spaces. Fill in alI appropriate blanks, check alI appro riate b . . p 1. I have received a copy of the system desi�n includin� the Ciry of Orono Septic System Approval Cover Sheet. - � � .2. I wiIl _ Q . . be installin� thz followinQ:�- � A. Tanks: �precast Concrzte Ocher 11�Ianufacturer Tank Capacities: 1) `Z1 5c> �al. 2) �25u Q�1_ � � � ,) ��2.5�gai, . � � B• Pump Station (if required) Pump make & model � (attach pump curve & literature); system desi�n requires � o High �vacer aIarm make & model�- �Pm at �2 feet of head. • ' eIectrical work to be com Ieted b /� V E( �R� • Outside P y uistaller_� eleccrician ocher . Inside electrical work must be completed by electrician. . ' C. Treatment System: � Trenches: s.f. Mound Depch of rock below pipe " oc bed dimensions �' � Dro Boxes � X� P . � Sand bed dimensions 3��'x�' - Distribucion Box Pressure Dist. Pipe Diam. � " � .Maniford Pipe Diam. � " D. Fina1 Cover/Topsoil to be: borro�ved from site (show location on site plan)- � trucked in The undersigned hereby appiies to the City of Orono for issuance of a septic systern instalIation permit, a�rees to do aIl work in strict accordance jvich the ordinances of the City and the reguiations of the State of Minnesota, and certif es that all statements made on this application are complete, true an corre�t: � ��1__ j Si�natureofApplican[: c�t�� '�� . . . Date: � �_ �-�� MPCA Certif cation No.: - - � . Staff Reviesv: A ,�r vai Denial . . � �� ReFiesver: ��' ' I �^ � . . Date: � Reason for Denial: � ' - , - � � O ' � CITY OF OR0�10 ,a � � � � � � T OO �� SEPTIC S�STEM APPROVA.]L ��; � . ��,�_., , � * �:� �. 0 CITY of OR��TO � � r `c��.�'��>>�s-- �, ri��otr�� ' , � � '� ��.d�'� �. Post Office Box 66 � �'�t� �nl��a�`G Crystal Bay,MLu�esota 55323-OOb6 �� 1'�� I1'��'Y kESB.� LOCATION: 1465 FoX st. OWNER: Kaare Birkeland GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: S—P testing REPORT DATE: .Tuly 16, 1995 The City of Orono has Approved your on-site system design as of October 6, 1998 (approved-disapproved) (date) Witll the following conunents: Some portions of the drainfield site are located on slopes greater than 6 percent. A staff variance is granted as no better site is available on the property. 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 tlie Inspections Department has verified that primary and al[ernate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF O ONO By .�--� � � Stephen e an, On-site Systems Manager � TELEPI IONE-473-7357•FAX-473-0510 S,�P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 � 951 Katydid Lane NE • St. Michaei, MN 55376 • (612) 497-3566 . July 16 , 1995 Robert :-iare ---� 1465 Fox S�ree� � � � �k�f i y,/ ��„ Orono, �?enn. Co . , �iN This On-Site Sewage Treat,>:ent System is Designed for a Type l, five bedroom home Designed in accordance with the Minnesota Pollution Control Agency Cha�ter 70E0 and local ordinances . This siLe has an existing Non-Conforming system which is less than 3 ' from the highest known saturated layer of soil (mottled soil ) . Soil Borings in the area oi the existing system indicated mottled soil at 18" to 30" below the surface . The existing tanks & pumping chamber may be used upon a�proval by the local Inspector . The tanks must be water tight. The manhole on the pumping chamber is a block type and must be replaced & surface runoff diverted away from the tanks if used . The soils on this site are a clay loam. Mottled Soil was located at 24" & 26" . Due to the seasonally saturated soil a Pressurized Mound System must be installed to treat septic effluent. The rock bed must be located at least 3 ' above the seasonally high water table. The soils at a depth of 12" have a percolation rate averaging 6 . 1 min/inch. A pump�ng chamber will need to be installed to lift the effluent to the treatment area . The property lines are approximated and must be located prior to installing the system to the south & east. The manifold and supply line pipe must have back drainage to the pumping chamber . The distribution pipes shall have their ends capped . Be sure the rock and sand fill material-+are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure . A warning device must be installed with a light and sound device, this is in case of a pump failure . CONT' D 1465 Fox Street 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 . With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than gray water (laundry, showers, etc. ) human waste & toilet tissue should be disposed into the septic tanks . Garbage disposals are not recommended. Excessive amounts of soaps , cleaning agents & chlorine agents may kill the bacteria needed to treat septic effluen�. Additives are not recommended. Recommend to pump & clean your tank through the manhole by a certified pumper every year if you have 1 tank and every 2 years if you have two tanks. � , �" ' �� =� ��.----- Steven B. Schirmers . � SBS/ds T ----- ------ I �,J� �� , � � � m.��-�� ; � Z 4,�� C�� / f � I Q � O p �a�2•� ; � �Oc1.) _� Ti�C�s � �.� � H- �� o'_ �f- �o N � / � � �=' �� , ¢ � U w :-�=�-!� � ; o- 2 u' � � � m g Z ,_ / / � e'��s- / �o�.J � 1-� �o � 0 7 / � c� .=_`a�r O � , U` � _ "�"J / / t„.,\ `F j . G� � �.� E� j � �� 1 ¢ s ..�� t g'� � �� J� �z ti I x `' � �i..�.` _ �"' � C] O � } �'�' F'�t.'Fb.s�� -- ` ' �� }-• � W !Ll 2 �„ �� / -;S'�i?-�rv�� I _ j 1'�e S \ \ \ \� . � J � �) � (1 N m y� d}'Qi�1Cr ��iaz.y �� ` } � [:�. +x `� �Q'c F-` � '�'� � r \ \ � \ � � � ��-- tL r !- E � � �oi o 3qJsN \ � \ / m U�n � Q � � �'� • / � � I � • a1 z � �,I \ 3 � u I 0. FaQ �� N� �, � _ , � � X �;,-� � � `� � � a�. � . ��4 � ,� . _..., _ �, :�: � A� � '' �- �� `�7 Y,_9n��, � ` � � � I ,- _ _ = _r_ ,, .� . i i �' 6�1-\D t�� --'--}«.'v��S UM N G �� — ,/ �- y I ��5� ��'"� N�' .� 1 �' � j ! �M- I UP OF i i-iZ,.�'SHo!'� ��. I / � ' YG T i , i io3a ,�� . ��c� MG-�vT l�voR I o I / = � ,c k'u, �� 6L-IDa•vv , '� I �� Tr�eS �� c�v:N�� ' / : x + { �� ✓ - i / ` � �r �_`� QRvSH ��' �� ,�j• P , '�= `�O � 'r 1i - �� / i �' XSa�I f3or��r� T_s s Scale=.� � _ iN 7!' �°3•�/' _ �� y ��' �r E:,c:t; Pf.crk I ( ��n ' ,� x� s / �� Ncfe= 1-hs sys!ern is !a be cons!ruct e d to meet �c. �weu� �' '�Yr/ � Q�€ i� � ci �.NJn � � �J 4 0��. `:�' ?,'i��eso�� P I� ' COn!rd Ay'-nC7 y =� ± y� ___ ,c�� , tix�x�� / Ct-�apter 708� & •Local Ordinanc ` ';,� -�x�C1VLr- '�'(. � S`{s'C�lti� � Ex�rt�Nis �3' �C�.�.�� ' z� �r--�r- ��-'� �/ , - \HoUSE _��, � 1LJ�_,��M,P�r�� CiIE:CK all undnrground �tilitie� �j — ��,,,�.�,�.� 9 f. ,y' H� � �ry �S � �o � '3 Z ��\� ��o it.Y�a'��`.�"` y .��,`�e� i� — PRCP�RTY CF:t�-�-4� U`1.FQ-� _ - � `�(,�- Yr��C'(`..�o S�ll- �-"=Ss "r1F.�-1 _ — �� 30 `�` ,:," 1� !.�� x �c��-�' �x�v,,v.> > ' - PopL • P�m4,N'e c.k a�v� ' ��a..� � �t � • 1�-=.�-t 1J . C� . . r� , �„ � ,�� S-P TEST/NG/�+/C; .. Xs� �,s•;�a �f: �i:��-_ � . �i��i�� __ �=^Y . s,��g . Cc'e:2/1�/2-� F^.-;.6i2-497-3566 , ' S`� '�5C�' -— - - -� — � � - �d8� `� �:1 5S �r � � � � — — L"' � � r7 /:i�,� o'd F-�G'1- Li��O J � � . �JS .� � /cC^ 30 ��`��.'S/oA�� 3•(�� /.O�Stk�� 101. �� Y�1=.=s V 1�u� L� SET- BACKS O� I /O' � � F{OUSE Syslem must be� � Tonk �� from property lines � x- ��1'�� d�--a ��n�-- w'��—. � ��-� � from wel!s ?� from b;dgs. Uy��s -'"u�; TreatmeN orea =�frccn lakes , �s�� . Treatment orea ��` � from property lines NOTE�Power supply and switches must be ►ocated in a MaNt�o�S m:�» t�." �; ' i � weather proof encbsure outside the pumping chamber ond manhole � Ciac�F�� ,from we Is ;, .?a from bidgs. ;� ::i �'from trees U SOIL SORING ELEVATIONS � �� I � _t , t - I� �� min. � � TH"I EL.—��.9 1 ` a ,�do.su I �, _ grode�°/U TH. 2 EL.- �a�`� Ton,c I Tonk - t�o THr3El.:�•a Droo to Tank PRESSURE DISTRIBUTION MOUND SYSTEM TH"4 El.: . �� a Min. I 10 8 �� p�mp�ng TH. 5 EL- Max.l��to4� � ��P T�U�.s S�-�,�A�.�oc�J Chomber EI.EVAT10� ol PROPOSED PUMPING �4�to 6��dio.pipe - CHAMBER- T •� u"�,'��r� 9a.o . _ . . _ - _ �¢.c u-N� �-� �s-t'CR�-�`� - �'.�. SYSTEM DESIGN -MOUND • '�o� �� `-' � - - ��•y - t��c.��-+v U� a�"� '� - 9`3,c� TYPE-�, .�. BEDROOM , Ave�oge percolation rote min./inch (design.83 sq.ft heatment areo per gal. of daily sewage flaw) � ��t' �� " '' -�`b. `} . �Sc� (,�� 0 3 3 3 9 {t x �.��P'T:-c�':.�nsr rtt`c,.+-�S,_.p�. 'Y`3.�; gal./day x.83sq.ft�gal. T� sq.ff.of treatment orea +10/o =��..sq.fi. (.= IOft,width=.5��ft.lenqth of bed area+side slope run�to I x_._.height= .�_ft,fawn•areo needed7 Cleon rock needed- ��`� sq.ft,treatment area x 1•�� depth of rocfc= �� cu.ft=27= �� cu.yds(3/4�to 2 l/��dia. ,indudes 2�of rock above pipe) � ��-�'� Clean sond fill below rock needed �� cv.yds. approx. , sandy bam bac�fill �`� a.yds.opprox., topsoil 6�� cu.yd. ��1�• SA�'o v�P�`� � �'� - Number of tonks required a , Ist tonk I�l� gol. ,2nd tonk 1��j gol.minmims �ut s P�-1 m P�N u �..�¢�m�p� ��o_4too_�o�o-Co.T_o.e So��FoF._��RE�� '�pti�--t-�) Pumping chomber capacity- 25°/a of daily sewage flaw of ��J gal.= "1�`� gal.+reserve storoge of 1 S Ogz:7./B�-�� gal.+pipe bock dro�noge- �..Q� ti�� PROPERTY 0��-� . of � U gol./IOOlin.ft.of � p dia. supply pipe, lin.ft.needed ��D � 30 gal.i manifo!d ��gol./IOOlinft of?�dia.pipe,Inftneeded.2 ,��gal. � '� ,�,,,� �,�,� _, _ total capacity needed �'�� gol.(plus area for pump} us� rn,r�. ��ga 1.ca p. � -,w..�n ��.1 - �! � _ C o. _ Distribution pipe �� dia. , �� lin.ft., ��dio. perforatans��- ��apart � Pump s¢e ��a- hp. (pumpoble copacity �� gol. 4cycles/doy) ��4�� a� ' H��o PR.��s _ c��saNw�-U� 3g aa\ 1 r+�,�n. i �- � �-- s-P rEsr�Nc � , Note � When cons�rucling bed - , this oreo shoub be shoped Note� Distonce from treohnent areo�to ne�ghborinq wells- � pES;9ned 9y� ��,--� ��`-� - �� -- lo divert run-off from entering treotment oreo. U�'%�'"« �U�� -n'� � � • . � � Doic:�/�/��, PH. 612-497-3566 - � � MOUND DESIGN WORKSHEET (For Flows up to I200 gpd) a. �Qw Estimued Scwtigc Flow in Gailo�s pa D�y(gpC) .:� Estimated '' :��' gpd ` N�,� of 'type I Type]I 'lypc I1I 7Ypc N , or measured - x 1.� _ - gpd. s�� 2 300 Z.25 180 �s 3 450 300 218 °t B. SEPTTC TANK LIQUID VOLLZviES � 4 �o0 3�s zs� .�,� s �so �so z�s ; ; - I '�� gdllOTLS 6 900 SZS 332 � 7 1Q50 600 370 ��, 8 12D0 675 a08 C. SOILS (refer to site evaluation) , ' h''�� s�� c�,=W 1. Depth to restricting layer = �y � a�f,� inches �,� �,,.�,. �, 2 Depth of percolation tests = I�." inches `'"°"' `A"�`' 3. Percolation rate mpi Z3 a'i` ,'000 i','so�o 4. Land slope % ;Q 8 z� ;�° wa 9 Sce fig.C-6 (z 1.� D. ROCK LAYER DIIviENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83 = o' ��o gpd x 0.83 sq. ft./gpd = ��_sq. ft.-�ro`�C- (��`� 2 Select width of rock layer (10 feet or less) = I o ft. 3. Length of rock layer = area=width = R�g� �4 sq. ft. = > � ft. _ �� l ft. �.�.�.,...ti.�.ti.�.ti.ti.�•,......., !•r•J•�•��f•r•/•f•r•t•r•t•1•.r•t• ti.1•ti•\•ti•ti•ti•ti•ti•1•5r•t•�•�•ti•\•1 f•f'f•'•f•''f'r•�'''f'f'r'r'�'f' idth S10 ft. ti.�•�.ti•�•ti•ti,.ti•�•�.ti•�•ti•ti•ti•ti•ti �f�f��ti��rti�,��tir`�ti�`f`f,��f,�; •f•r•r•r.f•r•r.�•r•r•r•�•f•r.r•�• _, E. ROCK VOLL�ME ~- �'g�' --' � ' � . 1. Multiply rock area by rock depth to get cubic feet of rock; �- r,uw sq, ft. x /, ��ft. _� �� cu. ft. 2 ` Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards; -�! � cu. ft. -27= �� cu. yd. ' 3. Multiply cubic yards by 1.4 to get weight of rock in tons; =�, cu.yd. x I.4 ton/cu. yd. _�tons. F. ADSORI'lTON WIDTH �-��`� L.o'-1-m .a,w��,s�, vb�� 1. Percolation rate in top 12 inches of soil is mpi r�„�,,,b«,�� G'-� '�°�J �;n„��,�;, Soil Texture �„",;R a�� (r ..no�h 2 Select allowable soil Ioading rate from table; Faster than 0.1 oane sana l�o l.00 �'-?� d/ft� 0.1 to� Sand 120 1.00 � 0.1 to� Fne Sand" 0•� 2-� 6 to 15 ndy Loam 0.79 1 S2 3. Calculate adso tion width ratio b dividin rock la er 16 to 3o t.oam o�� 2�� rP Y g Y 31 to 45 s�ic�m o-� 2•� loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to bo c�a c.oam o.45 2.67 1.20 gpd/ft2'- ,y.�gpd/ft� = a, l��L. Slower�haa 120 Clay 0.24 �.00 `�Soil}uving 509G or ma�e d fine a vey fine sand 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; a-�� x �o ft =�:,.� ft � � G. DJUJNSLG�PE DgCE WTDTH � 1. If landslope is 3�0 or more, subtract rock layer width from � adsorption �vidth to obtain minimum`downslope dike toe � .:� ft - �� ft = I '� feet 2. Calculate �Linimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation 1, �` feet b. Multiply rock layer width by landslope � �oor co�� 1 f0ot Ro eC to determine drop in elevation; SIope Difference S�peretloa � r.�� /C� X (� % -L 1�� _ , � feet SIOD• Olif�renc� e� et Up51oDe WfOIA c. Add depth of dean sand for separation (2a) �r' teet ' Rock eea wiatn at upslope edge, depth of rock layer (1 foot) to depth of �'^ feet Downstope w10tn cover (1 foot) to find the mound height at the upslope edge �-'`°` of rock layer, /,c ft + Ift + lft= ;Z.c� feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of ? ,�^, e. Multiply dike multiplier by upslope mound height to find upslope d.ike width: <.r, x -�� __in feeE f. Add depth of clean sand for slope difference (2b) at downslope edge, to the mound height at the upslope edge of rock layer (2c) to find the downslope height; <.c', ft +�_ft = ? !- feet '� g. Enter table with landslope and downslope dike ratio. Select dike multiplier of ;,=� c� h. Multiply dike multiplier by downslope mound height to get downslope dike width:?,� x %�:- = 1� feeE i. Compare the values of step G.I and Step G.2h Select the greater of the two values as the downslope dike width; � :� ;�� feet _: , ....... , uosioy.w�otn ' J. Total mound width is the sum of � !�-l..t , ,; , ,.:.. <. upslope dike (G.2e) width plus rock � � ': R cc o�a wiatn /��`�t��t layer width (D.2) plus 9 Ucs r9p� `,otcn ucsiQyr eieLn downslope dike width(G.2i); o � ; � /c ft + �� ft + ;� ft = ��i feet � � ' k. Total mound length is the sum of ( * °own1�°'��t01" upslope dike width (G.2e) plus rock layer � > ; ; : length (D.3)plus upslope dike width (G.2e); i:: ft + :1 ft + � ft = �� feet r � ,. ��, _ �� _ ` `^. .. _. : • - J Y _ /�� - �✓ Tote�linptn own ope �ps ope 3:i u s:� �:> >a 3:� �:s s:i 6i �a aa s,b� 0 3A l0 5.0 60 7.0 3.0 l.0 5.0 60 7.0 8D 1 3B) �37 S�b 63d 7_i3 �fl 3.�i <.76 5.66 65{ 7.<] 2 3.79 1.35 556 652 &II 2S3 3?J l5! 536 61< 6.90 3 33� l5{ SBd 732 b.b6 ZT 357 <35 5.06 S.A 6.15 1 3.<1 UG 635 ).89 9.:2 268 3.15 ll7 1.b1 5.16 6116 � 5 -- 39 S.(L 667 BS7 10T1 Z6] _3,33 l.07 1.62 5.19 577 6 3L6 �526 7.1t 938 12W 2.i/ �.b> 3.as a.0 �.93 s.0 7� �8� 556 7.69 7031 3373 2t8 3.12 3.7D l33 C7D 5.13 ! 3.95 SBd 831 1151 15.9I 2G2 3.Q1 357 lC6 1.19 1B8 9 l.11 4.25 9.09 1JDl Ib.92 �6 29� 3.15 3.90 l30 /.65 70 <19 6.9 10.0 151)0 2333 :�1 ZBd 333 3.75 1.12 1.�4 ll l.�d 7.7{ lI.)1 I7S5 30.0 :.2b 27d 313 3b1 3.95 l�b 12 �tA 7.69 I:SO 21.c3 1375 �21 2TJ 3.72 ].l9 3.80 1.08 ' ' F-17 Y ��.�- PII?�fP SELECTION PROCEDt7RE E!D PERFORATION OF 4 P£RFORATED �7E�a�L A Determine pump capadty: w�� Gravity Distribution Tep.dl l. Minimum suggested is 600 gallons per hour(70 gpm) to stay ahead of = ,: � water use rate. :-.�"'�s°"°�^*�. ;�~`..�"..`m.`c>a,- a...��„. �..... .,.<....,�; 2. Maximum suggested for delivery to a drop box of a home system is 2,700 ,. . ~�b•��a��•.>.m.�•�� ht�CAO I�or Te1 gallons per hour(45 gpm)to prevent build-up of pressure in drop box. �.,•R�. : -„ ��,,, ,t,. «n �?peA/l�ld •! Roca L►�w Pressnre Distibution ��..,sa,,.,a,� `"'"'�`"""�"`�� .�b.,w��..., 3.a. Select number of perforated laterals � b. Select rforation s cin feet °"��° ^�� Pe Pa g= �,r.�,,.��.,., c. Subtract 2 ft from the roc]c layer length. ��-2 ft._ '. !- feet d. Determule the number of spaces betiveen perforations. I.ength perf.spacing= (�c: ft.+ � ft._ �� spaces Required Perfonbon Discha. e e. �� spaces+ 1 = �'�> perforationsllatesal m�iions pe.r min�ce(gpa,� f. Muldply perforations per latera]b�numberr�of]aterals to ��a��,n 'A�a e �2 m�� i �� get total number of perforations. i�� x �„ ��= C,S perforations. �f�U g' � X�aQ+=��gpm. 1.Oa 0.56 0.74 � SELEC'T'�.�D PUMP CAPACITY ?�'i gpm 2.�b �.g0 1.�4 ' B.Determine head requirements: a.Use for single famiIy homes 1. Elevation difference between pump and point of discharge. b.Use for all other applicahons / f feet �� , 2. If pumping to a pressure distribution rystem,five feet for pressure requirec�t manifold if gravity system,zero. � feet ' 3. Fricdon loss a. Enter friction]oss table with gpm and pipe diameter. Pipc L,e�g�h Read friction loss in feet per 100 feet trom table. ` Poinc of Dischargc F.L= �.�. ft./100 ft of pipe �.,;-? b. Determine total pipe length from pump to discharge Elcvarion Diffcrcnce poinL Add?5 percent to pipe length for fithng �p � q� loss,or use a fitting]oss chart. Equivalent pipe length-1.25 times�ipe length= F-18b �x 1.25 = � ) � feet c. Calculate total friction]oss by multiplying 1.S��h��2.0 inch 3.0 inch gpm �ioo a�r�a� friction loss in ft/100 ft by equivalent pipe length. Total friction loss= _ � .�.- x � 1 ;; +100=_��feet l0 0.69 0.20 ,� 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 0.38 special head requirements,and tota] friction]oss. 16 1.63 0.48 18 2.03 0.60 � � + { + G 20 2.47 0.73 0.11 25 3.73 i.11 0.16 (1) (2) (3�) 30 5.23 1S5 0.23 35 7.90 2.06 030 TOTAL HEAD �a feet - -� 11.07 2.64 0.39 45 14.73 3.28 0.48 50 3.99 0.58 C Pum selection ss a.�6 0.�0 P �o s.�o o.s2 �;;;% 1. A pump must be selected to deliver at least � _.�gpm (Step A) with at least ?�� feet of total head (Step B). CERTIFICATI0I1 � 00627 Logs of Soil Aori� u �� Location or Project Robert Hare, 1465 Fox Street, Orono Borings nade by� ,-P Testinq, Inc . Steve Schirmers Date �-�'95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Iiand X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in feet Surface elevation 98 . 9 feet Surface elevation 102 . 4 0 - 0 - Topsoil dark brown Topsoil dark brown loam 0 - 10" loam 1 - 0 - 1 ' 2" 1 - Brown 10" - 1-1/2 ' loam Brown loam to clay loam Brown clay loam 1 ' 2" - 2 ' -MOTTLED 2 ' 1-1/2 ' - 2 ' -MOTTLED 2 ' 2 Rusty olive brown loam 2 - to 2 , _ 2 , 8„ clay loam Rusty olive brown clay loam 3 - 3 - 2 � _ 3 � 2�� Rusty olive gray loam Rusty olive brown 3 ' 2" - 3.' 10" 4 - loam . 4 - Rusty olive brown loam 3 ' 10" - 4 ' 8" Rusty brown sandy loam 5 .- 2 � 8° 5 ' 5 - 4 ' 8" ' S ' � ' 6 - 6 - 7 - � _ 8 - 8 - .. End of boring at 5 ' feet. End of boring at 5 ' feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, hours •after boring. hours after boring. Not present in hole �. � Not present in hole Y Mottled soil : Mottled soil : Observed at 2 � feet of depth. Observed at 2 � feet of depth. Not present in hole Not present in hole Comments : Comments : � uvi. llly J .iiuu._. ..�r �-= 1 CJ l.ltly � t lll; . J l.0 V C JC:111L IIICL 5 Ld l.0 - _ /- /-y5 Class;ifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Iiand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number in in feet Surface elevation 99 . 2 feet Surface elevation � - 0 - Topsoil dark brown loam 0 - 10" � Brown loam 1 - 10" - 1-1/2 ' Brown clay loam 2 1-1/2 ' - 2 ' 2"-MOTTLED ' " 2 - Rusty 2 , 2�, _ 2 � g" c�av�goamo n 3 - Rusty olive gray 3 ' loam to silty loam 2 ' 8" - 3 ' 10" 4 - Rusty olive browri loam 4 - 3 ' 10" - 4 ' 8" Rusty 4 , 8„ _ 5 , gray loam S .' 5 - r 6 - 6 - 7 - 7 - 8 - 8 - _� End of boring at 5 ' 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 Mottled soil : Mottled soil : Observed at 2 � 2�t feet of depth. Observed at feet of depth. Not present in hole Not present in hole Comments : Comments : C�R�:�'OOb27 � ' ' PERCOL�TION TEST DAT�� SHEET ., Pcrcol::tiontestre2dinasmadebv S—P Testing, InC . -7_g_95 a.m. � , on s�artin�a� 12 : 00 ,p.m,. �e.�,�, _._ Test hole IocatiorL 14 6 5 Fox St. , Hole number 1 , Date hole was prepared 7-7—9 5 Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil d�ta from test hole: Depth, inches Soil texture 0 — 12" Topsoil dark brown loam ��'fethod of scratchin;sidewall Knife 2 Depth of gnvel in bottom of ho1P inches 7-7-95 l: �Op�i 12 Datc and hour of initial water fillinQ , ept of initial water fillino inches above hole bottom 1�4ethod usea�o maintaln at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphon 6 � ,Maximum water depth above hole bottom during tes� inches Time Percolation ':ime interval, Measurement, Drop in watcr rate, Remarks minutes inches' level, inches minutes per inch 11 : 50 prefill 6 12 : 00 12 : 30 " 5-1/2 5. 5 30 min 12 : 35 1: 05 " 5-3/8 5 . 6 " " 1 : 06 1: 36 " 5-1/4 5 . 7 " " � Percolation rate = 5 • 6 minutes per inch. , � C$�T. �00627 � ' ' PERCOLATION TEST DATA SHEET S—P Testin , Inc. �—g-95 a.m. Percolation test readin�s made by g on startin�a� 12 : O1 • p m �a.,r�� , .,. . 1465 Fox St. Tcst holc locatio� , Hole number 2 , Date hole was prepared �—�-9 5 Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture � — 1�" T.r�.�sni 1.--r3ark br-n-wn ln�m 10" — 12" Brown loam A4ethodofscratchingside�vall Knife 2 Dcpth of gravel in bottom of ho1P inches 7-7-95 1• 30pm , 12 Date and hour of initial water fillin� , Depth of initial �vater fillinQ inches above hole bottom Alethod usea co maintain at least 12 inches of water depth in hole for at leasr4 hours Automatie s iphon . 6 �- ,Maximum water depth above hole bottom during tesr inches Time Percolation ':ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch 11: 50 prefill 6 12 : 01 12 : 31 " 4-11/16 6 . 4 30 min 12 : 34 1: 04 " 4-7/16 6 . 8 " " 1 : 07 1 : 37 " 4-5/16 -" 7 . 2 " " Percolation rate = 6 ' 8 minutes per inch. • .CE:iT�. �00627 ' ' ' PERCOLATION TEST DATA S�-iEET a.m. Percol�tion tcst readin�s m�de by S—P Testing, Inc . o„ 7-8-95 startin�a� 12 : 0 2 � iearl 1465 Fox St. 3 7-7-95 i cst hole locztion , Hole.number , Date hole was prepared_ Dcpth of hole bottom 12 inches, Diametcr of hole 6 inches Soii data from test hole: Depth, inches Soil texture 0 — 10" Topsoil dark brown loam r 10" — 12" Brown loam Afethod of scntchino side�vall Knife 2 Depth of gravcl in bottom of hole inches 7-7-95 1• 30pm 12 Date and hour of initial water filling ,�Dep(h of initial water fillin� inches above hole bottom T�lethod usea to mainta�n at least 12 inches of water depth in hole for at least 4 hours Automatie s iphon � . 6 . ' , Maximum water depth above hole bottom during tesr � inches Time Percolation '�ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch � 11 : 50 prefill 6 12 : 02 12 : 32 " 5-1/2 5 . 5 30 min 12: 33 1 : 03 " 5-1/8 5 . 9 " " 1: 08 1 : 38 " 5 6 . 0 " " � Percolation rate = 5 ' 8 *ninutes per inch. � DATE TIME CITY OF ORONO CALLED IN �� 3- %� ��3 �� INSPECTION NOTICE � � SCHEDULED _1 -'`- `�� Y PERMIT NO. - �`? COMPLET�D ADDRESS ��5 ��Y .�-��"Crr � OWN ER ��,-nitx� �% ,�K L �� '�- CONTR. �rJ-L�-LY.�.-�^�n�- TELEPHONE NO. �� 7 � �f _� ��' 1 t ,1 � DESCRIPTION d� /� r�U � 01 FOOTING 11 M CHANICAL 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 2 €P�f2-h1i�I1VT'--�� 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI PTIC FINA� 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO Z D COMMENTS: � ` . a So� � J O � � O � W � Q � Z W � W � � d �WORK SATISFACTORY:PROCEED C! PROJECT COMPLETE W � [7 CORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. G pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL tNSPECTOR C CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for th e insp tio 24 hours in advance.473-7357 OwnerlContract r o te: Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED f�'� I �3c� PERMIT NO. C�t Z��3�j COMPLETED ADDRESS ��5� �� . OWNER�i 2��IQ/�.1� CONTR. S1,c (Ii Vl4.r�-�' TELEPHONE NO. l� � DESCRIPTION ,/�rnGCS l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 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 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP � 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 P�UMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a o ��yL • a � ° .s � � � ��S P�� - /2s� � Q � z W � W � � a � WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. rpHOTOTAKEN INSPECTOR WILL RETURN �STOP ORDER POSTED.CALL INSPECTOR -- CITATION ISSUED ❑ INSPECTION REQUIRED.CALL T RRANGE ACCESS. Call f e nex ins ction 2 hours in advance.473�73�J7 OwnerlCon ac nn t . Inspector. White Copyllnspector's File Canary CopylSite Notice CI'�� 1� DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE (�y SCHEDULED i 1�S "-� PERMITNO. �I�lC 1 COMPLETED ADDRESS ��'I�'.S— �U�', '�fi. OWNER �R.GC'�I�.�J� CONTR. ��;`�(� TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECH NICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MEC ANICAL FINAL 19 LAKESHORE/WETLANDS � 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 INT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP � 09 PLUMBING RI 23 SEP 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � q .�; �� )��a,��-F�l� 0 2 '' /4-�r�v�; ls � 7�3 z�� l�ca�s w-' �� ' 0 � � ,� � Q 1 v X��' �� y'. � ti W � j d �NORKSATISFACTORY:PROCEED C PROJECTCOMPLETE W ` ��CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. --, pHOTO TAKEN INSPECTOR WtLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR -- CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call fo e next in pe ion 24 hours in advance.473-7357 Owner/Contr ct$r r�sit Inspector. / White Copy/lnspector's File Canary Copy/Site Notice