The URL can be used to link to this page

Home My WebLink About1996-008390 - new septic system . _ ` PERMIT � CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 `��:_�i_°�� ?1:�F.t"►�� Permit Number: r.'t±�,,;:;��i� Crystal Bay, Minnesota 55323 - « - _ (612) 473-7357 Date Issued: �_�=f�,_;:;=�F. SITE ADDRESS: ��:�,� �:��i='i=`�(� E�T f:�,�1 �t� �=H '-' . _' . �. ; _ �_1 -• -, —-•_.tL:=:—s�it 3 i,'�! DESCRIPTION: t.;�:�:� :-;i�;��-[�t i; =;��:t:?�i�i _+j�N}' �2 '•;4�=i i.��' ��,tf1.L L� �V��' 7��i.:�r'r .�� t�. ��f'.T� i i'.. �:t.��;`h�� :'{ 4#��_� � ' t�_: �. I ;11_�``"�'�: i�'s• iii'•F: tiC'.=r+ 1zl_:F i iy='— REMARKS: FEE SUMMARY: �i.��=_ !�=E�� ',1 i ii=; i:�i�l _��a�cr��r-�� ______ � `'�-� j�w�t.�t� ��f� �wltii�)i�,ii CONTRACTOR: — r�;��s:�l i�:�n+. — 3�; . !+�' OWNER: ��tE_.i-.� k�i.1f.:}:,j t`•�� !�;:_: ':;:'`j. '�.� �;';�t.� l� :!d_,i1r(:i �7:�� r;=;�;� t'�� !� 1�� n��'�t=: Ls� t�� "i�`��P�`�.�: �i��:EV� r�;s.y �;�;'��. :L t_._;��.��; i ��::E i��st, ��.=:Cr. i;t��1 :�`:) �?�_=�_•.;;�•-`z fs.?t��—'�r�i�,:_. _. ._ � � ;�.—_ - -• ---.. . . . _. - - - . . � ... ts. c.. �_• r•'• �} a � ,�• �,-_r�' " F't y �;;;,�:-- t•�.i - . ,�,i �.--;�..- i '- � �: � -� •' i- F-�-c � Y t-c f-,,t `3�•� i '- -; i !_#'3 �.-.r•.}- ! t- .`t�. i ?'iF- , f u a st- �_ ��-;:-_ i_y,,.E t.._?-�•_. 1 t..��t--.:.- . �_...� .!-._� . . ._...,_ •.� I _. ... .. _. _. . . _. . . . ._ r_. . . . .__ .. . ��_. . _... . . _. ��i�(=�_�3.�' a�.!.' f'�I'��.! �-il'1in��'_; j;_� �ij_j :,il_� i�j_�j,:j�.;. !.(tl w;'j"�;T t_'� �µ;l.'�•i't-''_..�.ri��i�.:� �n'`E�� f-?��.. ...�!t `t' �'r' _ _ _. _ ,..��. _ ._ . _ . � . _ . _ , 7 } `,�_:: •• ,�•� ^' � ij'''' p�i s s.a / C r r T i:ir. 3 }�E + �_.i!':��iL��_� i_��..�.L��lFti7tit_�i...•_. p"j�l.:�. ��}=�� i; �._.C__ I! ..u�1��,';;.},i i f•E __'�._��._j�, u�.Z i.:�_'_.G�„�. �n'tJ�{•�..��....€��....fY! �e . L . . � ��tti� APPLICANT%PERMITEE SIGNATURE � ISSUED BY:SIGNATURE � �� _ ' {� �r P�i %�� -. , CITY OF ORONO SEPTIC SYST'EM PER1vIIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, NIN 55323 -��'%-��-� � ,; ,��t<� � . `�� 1 JOB SIT'E ADDRESS• �.c'> 7� � �� C � l�4 I�� )i�� -, Occupancy Type: Residential �_ Commercial Other Permit Type: 'e�v o�' Replacement Sy�stem, $100.00 epair Existing System, $ 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees � *See fee schedule for non-residential permit fees O�mer's Name: �c�/�.i ��E�.�� _ Phone Number: � �fv°' %�� Nlailing Address:_J �5 vU��1� �l��r�x 14% _ City: � ;i,�- - ZIp: �� Contractor's Name: ��j,� ,�� -�-{��L�.� �As� �one Number:�;�'�� -�'7�J Nlailing Address: J��,i fo��/' �% /L� City: c „�P� `r�� DO NOT NiAII. PAYMENT WITH THIS APPLICATION GENERAL I'i�1STRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City 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. 2. Permits will be issued only to contractors holding a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet si�ned by the City Inspector. 4. The followin; inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to coverin�. C. Drainfield trench installation prior to covering. For mounds, inspection is required afrer rou�h-up but prior to sand placement (sand will be jar tested for silt content), and a�ain during pressure distribution pipin� installation in the rock bed. D. Fi.nal inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holding MPCA Installer Certificate shall be present during inspections: A 24- hour notice is required for all inspections. . NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. 1. I have received a copy of the system desi�n including the City of Orono Septic System Approval Cover Sheet. 2. I will be installing the followin�: � A. Tanks: � Precast Concrete Other Manufacturer ��_� l l s Tank Ca pacities: 1) � 5�= gal. 2) /<=r��= gal. 3) ;� -=>�_ gal. B. Pump Station (if required) Pump make & model (attach pump curve & literature); system design requires �;'� gpm at � feet of head. Hi�h water alarm make & model Outside ' electrical work to be completed by installer electrician other Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. � Mound , � Depth of rock below pipe " ock bed dimensions �'x L� ' Drop Boxes Sand bed dimensions � �'x ' Distribution Box Pressure Dist. Pipe Diam. �" Maniford Pipe Diam. ��" D. Final Cover/Topsoil to be: � bonowed from site (show location on site plan) trucked in The undersigned hereby applies to the Ciry of Orono for issuance of a septic system installation permit, a�rees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. SignatureofApplicant: ��-�� ?��..� Date: �-� / 711� MPCA Certification No.: �9� Staff Review: Approval Denial Reviewer: Date: ��!`� <. Reason for Denial: � `! � � 'Qv O.� CITY OF ORONO SEPTIC SYSTi ENI APPROVAL '� ,,� 0 ,�,� ��,��}� l�� .� Y of O�iO�T� � F \y �"�' I"'1 �p� �4,�� ti�� I C��'-'� f �j ,e �� NIUILCI��CfS �. �r 4' `�J��l ti,� y'i�9�`?�.� Post Office Box 66 � �� _ � �� Ir��`�, a,,,; �,-�� Cr}stal Bay,hlinnesota 5532.�0066 kES�I�� .��1 :�1;.�''� LOCATION: 2 7 5 5 Copper view Dr. OWNER: John vogt GENERAL CONTRACTOR: SEPTIC CONTRACTOR: July 25, 1995, Revised SITE EVALUATOR: s—P Testing �pORT DATE: September 13, 1996 The City of Orono has Approved your on-site system design as of July 2, 19 9 6 (approved-disapproved) (date) with d�e follo�ving conunents: THIS IS NOT A PERMIT. Tliis 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 Iiispections Department has verified that primary and alternate 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 O By > ��/� Steptien ckman, On-site Systems Manager TELEPHONE-473-7357• FAX-473-0510 . � r':�' TLSTING� llr C. Steven B. Schirmers — MPCA Cert. No. 627 � 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 July 25 , 1995 ��J►sco b1 -�3-g S �S, Mike Hilbelink Lot 3 , Block 1 Rosch Addition Orono, Henn. Co . , MN This On-Site Sewage Treatment System is Designed for a Type l, five bedroom home Designed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . The soils on this are a clay loam. A seasonally high water table was located at 12" to 26" (mottled soil ) . Due to the seasonally high water table, a Pressurized Mound System will need to be installed. The bottom of 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 4 . 3 min/inch. A pumping chamber will need to be installed to lift the effluent to the treatment area . 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. All neighboring wells are located greater than 100 ' away from the proposed treatment area. CONT ' D . � Lot 3, Block 1 Rosch Add. 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 effluent. 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 . �� ,�-`';/L ' Steven B. Schirmer�� SBS/ds _ . ..-:. _ .: .. . _. _ _ _ _. .... .. _.. . ._ ...... .. , . . _ _ _ _ _ _ _ _ __ . _ . _ � . -- � � � , k�i<�� 3AY R,o�+fl — � OLI� C —. I ;w I'7�.Q= I` 1^' z ' ai' � .e' ; �„ ' 1.; �,�� as� i � . ��o�0 9 �v\F��_ 'i' } 1 DY1� EX4r+i'Si Dr� ;° �cr4.q �2GG iw�� "L �� -�4 E�. + o �.. 'iota.� .`—__..-------� � ib _ � ioc'..I r�� ioc!6 l� iai� . I � �� _ � ,� lO s t ' .."t3 io:x.b . �� -+, loo�.p� W�LAA�D � aq�.'�j * J I �,�� •: O . � � ��, � . Iccl1�l W ' X � � tu��.� l �. -- , r��s- � I ' 1 � � . - !W�/?T f ��0 100�� / � I . � � \ C � � �/ \ � C" _ -.� I �� ,�Y / I � :x3 t�`' i'� N� �i��oS� . .. � — � ,o,s,3\ 1 '�" J / <I� / � �o�i.� I + r� ��,�q�e �� xr, Yxi sWe�l FU?p F�! �� ,+ � � a / ro�o.. tS �Y I �ys 1 u� r`�D4,� �",�y ..!�€'. I�' '�+j�� p�6�3ii►1�_� _ r I�o�1.1. \, �. / / "- � \_� .i 7d . '�''� ��LyOiC �s :�� ltlit/a i01� ;C ►:.119CA� '� :-j�E� \ \� `.� � �/ c• �_.'P�_.'_L��./U,, �!1 ,` ' 4� `� � o ; � '� j' '\ ��' ��/ �, � Oti.1S� �I � '�tlQO.� � , � ,� ,,Nµa H�orn Vi'� c — 4�(111c��CS� :.�� I�\ y- \� ��oa... +�oo:f� - }'F - � � .;� �,G. ,x�j I ,o��l , �,0 W'e,� <.s�'U8(1S3�' n ��,:,?� H1lM a3hC�tidr.i�d i` ��r� + � � �? Q�^.CJ�3��ts''� � � I 1 { 'i 4 r�5 l' �riy o \I :'t310N S � '.'�.�-3�i� �d ,�{� �o.�,� ,�1g .� \,�,� �. / [ I 1 �: � � ��.s � �� a �oo�.�r � �� i � .,:\� \ �#r i �+ I , _�.. -,�... .�y 1lI�iG.:� i �#tS3PY�c'F�S�P_ --- � � _/ 1ou� � ' ' � �.�y�,;r �l��T'1 G5-ai (_=___ O �•� �° ' L\ — � ��i-��•��,''�'�Fl- � � -A � i �. . 1•r S.� � L �/• \c,� , � i. _ ,� ��'._� ' � � � :,�� : - �. ,� �� .�� . _ . , a � �� _ � . � � P � � - �i��.o , - _ � �� ' �� Q / } � - � / lU\�?.4� ?4�.°� . ` ` � � �� AL`., 1��AV`�C �?U�P;��-K �-� (\- � � � - ofr ';ut_ �'1-Dpe�-F �SF%4'�r�r�-�T A;��S �J�t�a`~i�`�,"' \ � l��,, ��t�`:� Q Yl'��fG�- L�'�S'�"��L'�l G}-1• ��.�'. `"`� �-'�v�s�� —�a—�� S � \� � P�?�RTY G=: *�� `..!.1�� - �-��Io�-�S ��.� �s�! ��rco'ot;on Tes`,s c a: �� c-�.,-�„a �r 2_�cuY-��-�.: ��✓,�S ;C�,i! 6orings �\ � � ,� 0-� � .'C�� r�/ Y � � , J � - ��Be�Gh h��or'r. � � �� '�o�c.�1 �'��r��J �to�e: ?�his sys'em is io be ccrstru�ted to meet �C�!0 t��. �-��ay1, a� . -- - ine t,l:nneset� Po�lu`ion Con'ro! A�er,cy S—P i EST/NG/NC. - Ch�p�er 7080 & Local Grd�narice '— ;� � �' `J_S;y^F_d By: !��,, �/�. Note : Check all underaround utilities Cc�e�2/}�-!�; r:�.6!2-497-3566 " $`d� - � 4',1 ss � � g `o I a��lo8� '�e��- Ci�n � _ � � �, ' ~ �• � �o �S !}' _fG�� - '` ` 3'� I �f�L ao�� 3•tS ' )ocb,3 1,: 5 n,�i-� �� , Z-�� G�o 'Pt f�1�--1 \/1'�vJ � � ^ � . S�T- BACKS � o I !O P � l NOUSE � Sys'e�-� must be� ian!c ar� s•om property lines � >C- SP�� o�--1 C��'} SY'� !,��o-��=- r�,��. -��A-s��r.;{--`.�-! I ?� lrom v,el!s . �,�,�h��-c�'r ;+._ �� from b:dgs. , u��-n_.,�t�a uv�• i- ,,,, Treo!ment erea = fr� lak�s , '��-�f�ms ��-T-F: �,� supp!y end switches rr�t be localed in a Treatment ereo � `rvm property lines � �.;f.!-j}{OL�S m'n t�� ! weether pf00f Ef1Ci05Jf2 O�.�side the pumping chember ond monho(e 2�_ rG�'1 w.. IS ;� L`AGCFICL �c7 '�rom h��GS. �'� _;1._; , � �' :rom trees U y SOIL BOR;�G ELEVATIONS ' � i r' -1 t � � ��' � �' � - i � , _� r--�min. I i � �, � TH",3 I,-�c,�. . ��?'"�4S-loo7. l �--1 � �� „de.su 1 �_ I Srode�_% TN��.-i c,-�.o -tu �`:.S-ivo.s.J icnt � I � ! � ::i ' � Th.*15E�.- ��>>.� -�u �a� �o�s. J Dr�� to Ta�'� � io�R i � rl PRESSURE DISTR!?UTIO�! MOUND SYSTEM T��,�� _ ;r _,`� I � -,� � �`':in. I"fo 8� `-� �?�mp'.ng TF'�:�� El..- c^�.� �;'ex,��io�� 1��-`�e.s S�;�A�.�..oc� E�EVAT�OV c► PROPOSED P'��h'PINr, � Chamber CHA1�':��R- 1ao�.��-�o ,�_:.:,� {eo�.o 4�to 6 dia. p'pe ' ` . _. - - - - �`e,->;-c-';., -�e=; o�= Nti�- I��•� SYSTEh" Dr S!G` -�1;OU�'D ' i, '_o�.�-�=f; T��o�- l000,c TYPE-�, � Ec�t�! , Ave��ge perco!ation rcte C•� min./inch (��ien.83 s�_ft trFa'men' orea per gal. o`daily sewo� flax) . ��gai./doy x.�sq.ft.�ca! (,��. sq.ft. o` trea#ment oreo +10% _!-�� s�;.fi. (.= IO�;.wid':h= �`� ft.i2ngth o`b2d erea+side s!cpe run '�*to i x�_5 heig`�= `'o ff,x q � it.iawn-crza needr�+) S".1 't � �� Clean rock nr-ded- � s..,.it.treat;^,�t arc x 1-�� deptn cf reck= ��'� cu.ft=27= �� cu.yds.(�/4 10 21/2 dia. ,inc'udes 2 ef rx�c above pipe) �a�� Clean sond fill be!cw rocf needed�1�cu.;�s. c�rox. , sandy loam back fill �`� c.�_yds.c�pr-ux., topsoil 6�� `�� cu.yd. .lV;. SA��o a�4�N � I•[_ •� c..v As��o (�-yGoCltaE�9_'CO _Aao_�..0'70 .'Co_-�oP_So.��..t=�F.1R_RG�1-Fj��S-o�y ' � �Ct) Number o` fonks r�quired � , Ist fank �� gol. , 2nd tank �!7� gal.rrinmms ��s Pa m P�N� L1�Y1m t3�� . �9=U1S�� pj►-};,s•� �� • Pumping chcm�er carccity- 25% of doily sewage f;a,v o` r �L gal.=1`�u gal.T rszrw_ s'a�ge of 15 Og:]./BI� �� goi.+pi�boc�c dra�noge— ��. PROPERTY 0= ti'��L'� �� ` -`-.�T.�`L of_�oo!./IOOlin.ft.o` � ydia. �pp(y rI�?� lin.ft.needed`��, �y gal.� monrfed ��c-0I./IOOIiRftof��dio.pipe, In.ftr�ed2d '� , � go!. yo� � . :�,`✓, �� _ _ - total capaci'y nee�':.d ��_oal.(Pi�; areaforpumP) �s� rn,n. �.) �� 9al.cap- 'Y'-osc.�.= U�,.-'�� l �� I��.� �1;, 'dia_ z1_ ��o� ��.��1� � )�. �--:��-�•_.. �"��. _ Distribution p;pe��dia. , linft., perforations . Pump s¢e ��- hp. (pumpob;e cepecity a�y gol. 4 cycles/doy) J liS�Q �.�� -'=Ao P��ss ;��eN R��'� 3q q�� n•— � S—P TEST/�JG /N�: , No'e � \';hen ce�sin.�ct;ng bed -- , t�s ereo sho�.:�d be shoped No!e= Distonce from treo!ment oreo lo neigh�inq v,cl;s— � pes:oned ?y� /��=- --- ?•�� ' � - 10 divert run-c.`f (rom enl2ring tr?o;ment oreo. ��'�`�� n� � � o . i Uaic ��/=_; /-�_ , PH. 6 2-��7-�565 , , MOUND DESIGN WORKSHEET ' ' ' ' (For Flows up to 1200 gpd) a. �,�w Estimued Sew�ge F7ow in Gallons per Day(gpd) ..� Estimated. �' ;C gpd H�� or measured -- x 1.5 = - gpd. a�� Ty�`I �'p`ic �rya nl �ry�rv z soo zu �so 6oa. 3 450 300 218 °r B. SII'TTC TANK LIQUID VOLUMES � a 60o s�s u6 .� _ s �so aso zga �, � - ) � _ = ,-/�� :, J gdllOI1S 6 900 525 332 '� 7 IQ50 600 370 odir �.m„ 8 1200 675 408 C. SOILS (refer to site evaluation) N�� .� ��'' 1. Depth to restricting layer = i'-,o' �o .�'-a'' inches a�� 2. Depth of percolation tests = 1 � inches 3. Percolation rate .C.�; mpi 23 a� ,'000 ;•.s o 4. Land slope S % ;a 8 �.o�o0 3.0 0 mer 9 See fig.C-6 (x IS) D. ROCK LAYER DII�ZII�ISIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = � �<<� . gpd x 0.83 sq. ft./gpd = (��{� sq. ft.-t�o�o=(o��" 2 Select width of rock layer (10 feet or less) _ /o ft. 3. Length of rock layer = area=width = Rock Bed �.�� sq. ft. 1 �o ft. = t.-�! ft. �.�.,.,.�.ti.,.�.ti.,.�.ti.ti.�.ti.�., r.r•f•�•r•r•r•f•r•r•r•f•r•f•r•r• 1.�•�•1•ti.ti•ti•ti•ti•�•ti•�•ti•ti•L•L•ti tir{f{:{f�ftif{jtiftif{f{:{r{f{{{ftifti �dth <_10 ft. . +f�.�-�f�f`-�ryf�f�r�f�f�f1f�j1�� .f.f.f.r.f.f•f•/.f.�.t.f.f.f.f.J. . E. ROCK VOLLJME �- �'g�' -� � , 1. Multiply rock area by rock depth to get cubic feet of rock; - '=�U sq. ft. x �.,, � ft. _ �i 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 1.4 ton/cu. yd. _ ;�� tons. F. ADSORPTZON WIDTH L'-�'�' '_°'� '`l ,� b«,w,a�,s�, �bi� 1. Percolation rate in top 12 inches of soil is �.c mpi P�o,,h�,�,� ��,. a.�d Mii,ucea per ur_}, Soil Textum �,q,�,R �,d,`d (mpil I.e •E.Qvem deA 2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand 12o i.00 � 0.1 to� Sand 120 1.00 .'� � �Jd�ffi 0.1 to� FineSand" �•� Z•� 6 to 15 ndy Loam 0.79 1 S2 3. Calculate adso tion width ratio b dividin rock la er 16�o�o t�a� o.bo 2.00 � �' g }' 31 to 45 Silt Loam OSO 2.40 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to bo c�a Loan, o.4s 2.6� 1.20 d tt2i L ' d/ft� _ � . U� 61 co 120 �iay oz4 �_oo $P / , 1 s gP Slower than 120 Cla "Soil}uving 509G or mae d fine or very fine sand 4. Multiply adsorption width ratio by rock layer tvidth to get required adsorption width; �� x�_ft =��s.� ft � l �J G. DOWNSLOPE DIICE WIDTH ' 1. If landslope is 3% or more, subtract rock layer �vidth from � adsorption width to obtain minimum downslope dike toe -- �.�,� ft -��ft = _�feeE 2. Calculate Minimum mound size based on geometery: a. Deternline depth of clean sand fill at upslope edge of rock layer: Separafion 1. a feet b. Mul�iply rock layer width by landslope r ro�� co�.�. to deterrnine drop in ele��ation; � foot Ro �a SlopeDiffeTeriCC severet�on � (��t I X C. %= lOO = feet s�ope o�tterence�..Sc_ et -� -f.-S�- uvsiove wiain c. Add depth of clean sand for separation (2.a) �reei Rock eea w�a�n at upslope edge,depth of rock layer (1 foot) to depth of �feet DownsloDe Wtdt� cover (1 foot) to find the mound height at the upslope edge �f eet of rock layer; � .a_ft + Ift + lft= 3,� feet d. Enter table with landslope and upslope dike ratio. ' Select dike multiplier of 3.a� e. Multiply dike multiplier by upslope mound height to find upslope dike width: -�.a x -z.a3 =�o 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; 3,a ft + . � ft= 3,� feet � g. Enter table with landslope and downslope dike ratio. Select dike multiplier of ��.a � h. Multiply dike multiplier by downslope mound height Eo get downslope dike width: .��- x 3�� = a� feet i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; �o feet ::: ,:::.:. - , ,;. UD51oDa W10i� j. Total mound width is the sum of -��8�� „ upslope dike (G.2e) width plus rock g " ';; ocr o�a w�ain > <.; , JoKl�SS'rut layer width (D.2) plus 9 UD51oDa W101� UDs1oD�WICIh 3 � � feet ��?feet downslope dike width(G.2i); - _Lft + _1�ft + d.;; ft = �,� feet � ... . �C. TOt31 IIlOL1.I1d leI1g�1 1S �lE? SllIri Of ' oow�nsI�o1oe Niain �' . �� . . �� ...�ieet � � ..`. upslope dike width (G.2e) plus rock layer length (D.3) plus upslope d.ike width (G.2e); �� ft + � ft + f,� ft = �.t� feet a� -�- c�� a � io� _ -��- - rote�lenptn own ope ps ope 3:1 lt �:1 Sl 7:1 3:1 4:1 �5:1 &1 7:1 8:1 1G ilopt 0 3A l0 5.0 60 7.0 3.0 4.0 5.0 60 7.0 SA l 3A9 1.17 S�b 638 753 291 3.$i 4.76 5.66 651 7.11 - 2 3.19 l3S 556 6S2 8.11 2fi3 3.70 �Sd 536 614 6.90 3 330 4 i� 5.88 732 6.b6 2:� 357 {.35 5.08 5.79 6.15 '� � ! 3.11 lJb 615 1.89 9.71 26d 3.15 4.17 �.bl 5.46 6D6 5 353 5•�_� 667 857 ]077 26] 333 t.00 �.62 5.19 5J1 .,. 6 -_._. 31d �.7b ' 7.11 938 1207 2_+t �313� 3.85 l41 d.93 5.�1 �� 390 556 . 7.69 iO3! --137]- - -2C4- 3.12 3.70 t?3 1.70 5.13 8 3.95 SB8 833 115/ 15.91 ?G2 3.Q3 357 l.CS 4.49 �88 9 t.11 615 9.09 73A1 1892 73b 2% 3.15 3.90 l30 fb5 ]0 �29 667 ]0.0 15.00 233) 2�1 286 333 3.75 4.12 4.{4 11 1.�8 7.1� 11.11 17b5 30.63 226 278 3?3 3.61 3.95 t1b 12 1.6D 7.69 1250 �I.<3 4375 2?I 270 3.12 3.d9 3.80 �.OB F-17 ; ��.�, :��t' p�TMP SELECITON PROCEDURE EJD PERFOR4TION CF A P£RFORATEU LATEfi4L A. Determine pump capacity: �•a•.�.•, Gravity Distribution T,a,,, 1. Minimum suggested is 600 gallons per hour(70 gpm) to stay ahead of - ,.. � ' ,,�„» �,�„k c��- water use rate. �'' `�"5"°`""` :'`��,•.:.;"',�..;"°'`a"'° 2. Maximum suggested for delivery to a drop box of a home system is 2,700 , . ��«•��^�� _�^�^��* tiro Gev wor ioo gallons per hour(45 gpm)to pre��ent build-up of pressure in drop box. r.,,•R,„ d .: _�pIX��H,ea,. _ .... ._ � P.�,a.mbn.�ltt ib a� Pressure Distibution -�;�� ""'^"�°'•"' 3.a. Select number of perforated laterals 3 ? onr.w sen ►rw.nr sw�rw b. Select perforation spacing= feet �.,,,,p„�,,,5,,,,�,,,, c. Subtract 2 ft from the rock layer length. �� -2ft.= '.'_- feet d. Dete�rnune the number of spaces bet�veen perforations. Lengtti �.SF?dCiT1g= L�� ft.+ � ft._ � �� spaces Reyuimd Perforation D��chug e e. �� spaces+ 1 = �� perforations/lateral ' ui gallons per minute(gpm) ' f. Multiply perforations per lateral by�number of laterals to '��e � m�� get total number of perforations. �,�„�� x �-��= L�i perforations. �f�� 3Z ' °� g' � X arP w+-�_gPm• �� . ��.. �� 1.Oa 0.56 0.74 SELECTED PUMP CAPACITYr�r9---gP� �.�� 2.Ob 0.80 1.04 � B.Determine head requuements: !-•�' a.Use for single family homes 1. Elevation difference between pump and point of dixharge. 3 b.Use for all other applications �_feet ;�;,,. , 2. If pumping to a pressure distribution system,five feet for pres �' required at manifold if gravity system,zera � I/ -� �` � feet ( �� 3. Friction loss � a. Enter friction loss table with gpm and pipe diameter. �,�� Pipc Lengch Read friction loss in feet per 100 feet from table. � � Poinc of D'uchar c F.L._ �.L� ft./100 ft of pipe -!oo E� b. Determine total pipe]ength hom pump to discharge Elevation Difference poinL Add 25 percent to pipe length for fitting p�,P _ JoD l:o loss,or use a 6tting loss chart. Equivalent pipe length-1.25 times pipe length= F-18b 4t�t x 1.25= /d o feet c. Calculate total friction loss b multi 1 n 1.5 inch 2.�inch 3.0 inch Y P Y� g �m friaim loa pc]00 R of pipe friction loss in ft/100 h by equivalent pipe length. Total friction loss= �� . !< x /n u +100=�_feet 10 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 total friction loss. 16 1.63 0.48 18 2.03 0.60 20 2.47 0.73 O.11 �_+ � +�_ 25 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 030 40 11.07 2.64 039 TOTAL HEAD I.S feet � 45 14.73 3.28 0.48 50 3.99 0.58 C. Pump selection bo s.so o.s `'��- 1. A pump must be selected to deliver at least "��.^ �`� gpm (Step A) with at least �feeE of total head (Step B). CERTIFICr1TI�lJ ;? 00627 !oq; of_ Soil f3orinc�s Locati,o,n or .Project Lot 3 , Block l , Rosch Add . , Orono Borings made by S-P Te7tinq, Inc . Steve Schirmers _ Date �-21-95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : lIand X , or Power , Flight , or Bucket X Depth, Boring number 13 Depth, Boring number 14 in in feet Surface elevation 1011 . 6 feet Surface elevation 1013 . 0 � � Topsoil dark brown clay loa Topsoil dark brown 0 - 6" loam B 1 - 0 - 1 ' 2" 1 _cia Wl�oam 6" - 1 ' -MOTTLED 1 ' cla rQoam 1 ' 2"- 1 ' 8"-MOTTLED 1 ' " Rusty olive brown 2 - Rusty olive brown 2 - clay loam clay loam 3 - 1 � 8�� _ 3 � 2„ 3 - 1 � _ 3 � Rusty olive brown Rusty olive brown loam loam 4 - 3 � 2�� _ 4 � 2�� 4 - 3 ' - 4 � 2�� Rusty olive gray Rusty olive gray silty loam loam 5 - 4 � 2�� _ 5 � 5 - 4 � 2�� _ 5 � 6 - 6 - 7 - 7 - 8 - 8 - End of boring at 5 � feet. End of boring at 5 � fe�t. Standing water table : Standing water table : present at feet of depth, present at 4 ' 4" feet of depth, hours •after boring. 23 hours after boring . Not present in hole X Not present in hole Mottled soil : Mottled soil : Observed at 1 � 8�� feet of depth . Observed at 1 � feet of depth. Not present in hole ilot present in hole Comments : Comments : C�RTIFICII`1'I�(J ;? U0627 Loq., of Soil F3orinc�s Lo�ation or .Project Lot 3 , Block 1 , Rosch Add . , Orono Borings made by ;;-p T_estinq, Inc . Steve Schirmers _ Date 7-21-95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand X , or Power , Flight , or Bucket X Depth , Boring number 15 Depth , Boring number 16 in in feet Surface elevation 1011 . 2 feet Surface elevation 1006 . 5 � - Topsoi dark brown oam � - -�--- 0 - 8" Topsoil dark brown Dark 8�„ _ i,`�_ brown cl.ay loa � loam 0 - 1 ' 2" 1 - Brown clay _loan 1 Brown 1 ' 2" - 1-1/ 2 ' loam 1 ' - 1 ' 8"-MOTTLED 1 ' 8" cl r4oam 1-1/2 ' - 1 ' 10"-MOTTLED � �� 2 - Rusty olive brown 2 ' 1 10 clay loam Rusty olive brown 3 - l , g„ _ 3 , 2„ 3 _ clay loam Rusty olive brown 1 ' 10" - 3 ' 10" 4 - loam 4 - Rusty olive gray loam 3 ' 2" - 5 ' 3 ' 10" - 5 ' 5 - 5 - 6 - 6 - 7 - 7 - 8 - 8 - End of boring at 5 ' feet. End of boring at 5 ' fe�t. Standing water table: Standing water table: present at 4 ' 10" feet of depth , present at 4-1/2 ' feet of depth, 23 hours •after boring . 23 hours after boring . Not present in hole Not present in hole Mottled soil : Mottled soil : Observed at 1 � 8�� feet of depth . Observed at 1 ' 10" feet of depth. Not present in hole tdot present in hole Comments : Comments : ___ ,. ___ _. ____ _ __ _ C�RTIF'IC�1TIOl� �? 00627 Lcgs of _So_il_F3or.inc�5 Loca�ion or �Project Lot 3 , Block l, Rosch Add. , Orono E3orings made by ;;-? iestinq, Inc . Steve Schirmers Date �-21-95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check �wo) : 11and X , or Power , Flight , or Bucket X Depth, IIoring nu�ber 1� Depth , Boring number 18 in in feet Surface elevation 1008 . 2 feet Surface elevation 1007 . 1 0 - - 0 - ----- Topsoil dark brown loam Topsoil dark brown 0 - 10" loam 0 - 1 ' 1 Brown clay loam 1 Brown clay loam 10" - 1 ' 8"-MOTTLED 1 ' 8" 1 ' - 1-1/2 ' -MOTTLED 1- /2 2 - 2 - Rusty olive brown Rusty olive brown clay loam clay loam 3 - 3 - 1-1/2 ' - 3 � 2�� 1 ' 8" - 3 ' 10" Rusty olive brown 4 Rusty olive gray 4 - loam� loam 5 - 3 � 10�� _ 5 � 5 - 3 � 2�� _ 5 � 6 - 6 _ 7 - 7 - 8 ' 8 - End of boring at � � feet. End of boring at 5 � feet. Standing water table: Standing water table : present at q � q�� feet of depth , present at 4 ' 3" feet of depth, �� hours •after boring . 23 hours after boring. Not present in hole Not present in hole Mottled soil : Mottled soil : Observed at 1 ' 8" feet of depth . Observed at 1-1/2 ' feet of depth . Not present in hole 21ot present in hole Comments : Comments : _ __ _ __ - C�RTIE'IC�\TIOIJ ;� 00627 Log., o£ _Soil F3orincis Lccat?orS or Project Mike Hilbelink , Lot3 ,B1k. 1 , Rosch Add. , Orono Bc_incs made by ;;-P Testinq, Inc . Steve Schirmers Date 9-�-95 C'_a;sifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Ifand X , or Power , Flight , or Bucket X De�th, Boring number 25 Depth, Boring number 26 ?n in feet Surface elevation 1005 . 1 feet Surface elevation 1005 . 1 J - 0 - ----- Topsoil dark brown Topsoil dark brown 1 _ loam 1 _ loam 0 - 1-1/2 ' 0 - 2 ' -MOTTLED 2 ' Brown clay loam 2 - 2 ' 1-1/2 ' - 2 ' 2"-MOTTLED 2 ' " Rusty dark gray Rusty olive brown brown loam 3 - 3 - 2 ' 2" _ 3 � clay loam 2 ' - 3-1/2 ' Rusty gray brown loam 3-1/2 ' - 4 ' Rusty olive gray 4 Rusty olive gray 4 - loam clay loam 5 - 4 � - 5 � S - 3 � _ 5 � 6 - 6 - 7 - 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 X Not present in hole X Mottled soil : Mottled soil : Observed at 2 � feet of depth . Observed at 2 � 2�� feet of depth. Not present in hole Not present in hole Comments : Comments : .��.'Toc�a� . PERCOL��'CIOIV TES'f D��T�t SHEE`I' Pe;colatio�tcstreadin�sma�eb�• S—P Testing , Ine . 7-22-95 11 : 30 '��• � , on startin�a► p.m. r�s,i.� Test hole locatierL Lot3 ,Blk. 1 ,Roseh Add . Nole number 13 , Date hole was prepared �-21-95 Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil d�ia �rom test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam ��Iethod of scratching side�vall Kni f e 2 Depth of gravel in bottom of hole inches 7-21-95 12 • 30pm 12 Date and hour of initial �vater fillinQ , Depth of�nitial �varer fillinQ inches above hole bottom 1�4ethod usea to mainta�n 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�vater rate, Remarks minutes inches level, inches minutes per inch 11: 20 prefill 6 11 : 30 11 : 45 " 5-1/2 2 . 7 15 min 11 : 56 12 : 11 " " " " " 12 : 12 12 : 27 " " " " " I Percolation raee = 2 • � minutes per inch. �CERT� TOOo'27 , PERCOL�ITION TES"I' DATt� SIIEET Pzrcola�iontcs�readin�smadebv S—P Testing , InC . on �-22-95 stanin�a� 11 : 31 ��m� - �e.�«� 7cst hole location Lot3 ,Blk. 1,Rosch Add. , Hole number 14 , Date hole was prepared �-21-95 Depth of hole bo►tom 12 inchzs. Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 6" Topsoil dark brown clay loam 6" — 12" Brown clay loam � �tethod of scratchin�sidewall Knif e 2 Depth of gravel in bottom of hole inches 7-21-95 12 : 30pm 12 Date and hour of initial water filling , Depth oT initial��ater fillin� inches above hole bottom 1�4ethod usea to mainta�n at least 12 inches of�ti�ater depth in hole for at least 4 hours Automatie s iphon 6 , Maximum water depth above hole bottom during tes� inches Time Percolation ':ime interval, Measurement, Drop in�vater rate, Remarks minutes inches level, inches minutes per inch 11 : 20 prefill 6 11: 31 11 : 46 " 1-5/8 9 . 2 15 min 11: 55 12 : 10 " " " " " 12 : 13 12 : 28 " " " " " I Percolation rate = 9 • 2 minutes per inch. 'CEP.i: YOOo27 . • PERCOLr�TION TES'I' DAT�1 SHEET a� S-P Testing, Inc. �'22-95 11: 32 a�"'• Percolation tcst readin�s nr�..by o� startin�a� p.m. �e,,«� Test hole locatio� Lot3 ,B 1 k. 1 ,Rosch Add. Hole number 15 , Date liole was prepared �-21-9 5 Depth of hole bottom 12 inchzs, Diameter of fiole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 8" �psoil dark brown loam 8" — 12" Dark brown clay loam f�tethod of scratching sidewall Kn i f e 2 Depth of aravel in bottom of hole inches 7-21-95 12 : 30pm 12 Date and hour of initial water fillinQ , Depth of initial �vater fillino inches above hole bottom �4ethod usea to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphon 6 , I�4aximum water depth above hole bottom during tes► inches Time Percolation ':ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch 11: 20 prefill 6 11: 32 11 : 47 " 2-7/8 5 . 2 15 min 11: 54 12 : 09 " 2-3/4 5 .5 " " 12 : 14 12 : 29 " 2-3/4 5 . 5 " " Percolation rate = 5 ' 4 minutes per inch. �'�R� .;OOo�7 PERCOLr1TION TEST DAT�� SI�EET Percolationtcstreadinesma�:b�� S—P Testing , Inc . �-22-95 ` 11 : 33 �'��• on startina a� ` " IJdrN Test hole locatien Lot3 ,B 1 k. 1 ,Roseh Add. Hole number 16 , Date I�ole�vas prepareci �-21-9 5 Dcpth of holc bouom 12 ir,ches, Diameter of holc 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 12" To�soil dark brown loam �4ethod of scratching sidewalf Kni f e 2 Depth of gravel in bottom of hole inches 7-21-95 12 : 30pm 12 Date and hour of initial water fillin� , Depth of initial water fillin� inches above hole bottom l�4ethod usea to mainta�n at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphon 6 ,h4aximum water depth above hole bottom during test inches Time Percolation ':ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch 11: 20 prefill 6 11: 33 11 : 48 " 3-7/8 3 . 9 15 min 11: 53 12 : 08 " 3-5/8 4 . 1 " " 12 : 15 12 : 30 " 3-9/16 4 . 2 " " Percolation rate = 4 • 1 minutes per inch. Cr,Ri:�OOo�7 . PERCOL�ITION TES"I' D��TA SHEET S-P Testin Inc . 7-22-95 11 : 34 a.m. Percolation tcst readinQs ma�;b�• g � on startin�ac p.m. " �d,�,.l e Test hole location Lot3 ,B1 k . 1,Roseh Add. , Hole number 1� , Date I�ole was prepared �—21—9 5 Dcath of holc bouom 12 inches. Diametcr of hole 6 inchcs Soil data from test hole: Depth,inches Soil texture n - i n�� TnL s�i 1 �3ark hrown 1 nam 10"— 12" Brown clay loam A4ethod of scratching sidewall Knl f e 2 Depth of gravel in bottom of hole inches 7-21-95 12 : 30pm 12 Date and hour of initial water fillino , Depth of initial �vater filiin� inches above hole bottom I�'Iethod 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: 20 prefill 6 11: 34 11 : 49 " 4-3/ 8 3 . 4 15 min 11: 52 12 : 07 " 4-1/8 3 . 6 " " 12 : 16 12 : 31 " 3-15/16 3 . 8 " " I Percolation rate = 3 . 6 minutes per inch. ^c.R i.�-,°,OOo27 . PERCOLATION TES"I' DATr� SHEET S-P ,estin Inc . 7-22-95 11 : 35 "a.r.'� Percola[ion tcst readin�s m�de bv g� o� startin�at �.R�. �d.,��, Lot3 ,Blk. l,Rosch Add . 18 7-21-95 Test hol�location , Nole numbcr , Date hole was prepared D�pth of hole bottom 12 inches, Diameter of I�ole 6 inclies Soil dara from test hole: Depth,inches Soii texture � — 1 �" T��ni 1 �3ark t�rown 1 c�am Atethodofscratchingside�+�all Knife 2 Depth of�ravel in bottom of hole inches 7-21-95 12 : 30 m. _ 12 Date and hour of initial water Flling , Depth o�initial u�ater fillino inches above hole bottom A4e�hod usea�o maintain at least 12 inches of w�ater depth in hole for at least 4 hours Automat iC s iphon 6 ,Maximum water depth above hole bottom during test inches Time Percolation �:ime interval, Measurement, Drop in water rate, Remarks minutes inches levei, inches minutes per inch 11 : 20 prefill 6 11: 35 11 : 50 " 3-3/8 4 . 4 15 min 11 : 51 12 : 06 " 3-3/16 4. 7 " " 12 : 17 12 : 32 " 3-1/16 4 . 9 " " Percolation rate = 4 • � minutes per inch. rLP.i;'n00627 PERCOL��TION TES"I' DAT�� SHEE'I' a.m. Percolzt�ontestreadinQsmadeby S—P Testing, Ine. on 9-8-95 startin�a� 2 : 12 p:m. �e.��, �cst holc locatien T.ot3 ,Blk. l,RoSCh Add. , Hole number 25 ,Da►e hole was prepared 9-7-95 D�pth of hole bottom 12 inches, Diameter of hole 6 inches � Soil data from test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam Atethod of scratching sidewail Kn i f e 2 Depth of�ravel in bottom of hole inches Date and hour of initial water fillinv 9—7-9 5 10pepThao�initial �vater fillin� 12 inches above hole bottom 1�4ethod usea�o mainta�n at least 12 inches of water depth in hole for at least 4 hours Automat'lC s lphon 6 , Maximum water depth above hole bottom during tesr inches Time Percolation �:ime intervaf, Measurement, Drop in�vater rate, Remarks minutes inches level, inches minutes per inch " 5-1 2 1 . 8 10 min 2 : 3 " 5-1/4 1 . 9 " " : 36 2: 46 " 5 2 . 0 " " 2 : 48 2 : 58 " 4-7/8 2 . 1 " " 3 : 03 3 : 13 " 4-3/4 2 . 1 " " Percolation rate = 2 ' 1 minutes per inch. -CERi•. n00627 . PERCOL�ITION TES"f DATA SHEET a.m. Percolation tes�readines m3deby S–P Testing, Ine. on 9'8-95 startina ac 2 = 11 i�R;1 ` Id�nN Testholelocation Lot3 ,B1k. 1,Roseh Add. 26 9-7-95 , Hole number , Date hole was prepared Depth of hole bottom 12 inches, Diameter of I�ole 6 inches Soil d�ta from test hole: Depth,inches Soil texwre �—� �� — �4ethod of scratching sidewall Kn i f e 2 Depth of gravel in bottom of hole inches Date and hour of initial water filline 9–7–9 5 18ep�o�initial�vater fillinQ 12 inches above hole bottom A4ethod usea to maintain at least 12 inches of�vater depth in hole for at least 4 hours AutomatiC s i.phon 6 ,Maximum water depth above hole bottom during test inches Time Percolation ':ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch " 4-3 8 2 . m' 2 : " 4-1 8 2 . 4 " " 2 : 35 2 : 45 " 3-15 16 2 . 5 " " 2 : 49 2 : 59 " 3-3/4 2 . 7 '" " 3 : 02 3 : 12 " 3-3/4 2 . 7 " " Percolation rate = 2 • 6 minutes per inch. PERF�RATEO �OAMY SAND CAP ,,s--;,� LATERa�S Lar�ER OABRjOTExT��E pERFORATED LA7ERAL �� --.R_, � � •• ••� _ ., . GRA55 COVER 6 INCHES ' " SANDY LOAP/I SOIL ;• � � 1•^�•�""r' :?-�'� • TOPSOIL _ • , �r i'�, � '^ •'•• �LEAN SANO FILL .. . . � ;:f.s�., �� .� .�, � ��. NAXIMUM $LOPE-- . . .� �.:��'� 3 TO I LAYER OF GEOTEXTILE � � F ,� �%� CLEAN ROCK ^a'.. L FABRIC OR 4t�C-�-tEs--OF '' : ' ' ;!,�y.�� ' ;!` TOPso�� ' �ia To Z�iz INCNES �' P�OWEO OR % SLOP ��Y �.•'� ��%/.' X,.,� J' DiSKED SURFACE .r�� /, SU850i� I �/Z� OR 2� ;,�;r'"" '� j,,-�� % CROSS SECTION A-A PIPE FROM PUMP-� •`;•• ° �� i:/ i' / � `�.• //. .�% �� + /� �', '� �, t �J P�PE FROM 3/ _Z�/ i� ,j ��, _ � J+' �� PUMPING CHAMBER CIEAN ROCK ,.''�', i•. ..� "i•� � IV R 1 N FOR ��• ' , /� � �. � 0 E 50 • �' •' J� SURFACE WATER w ' � � ; � 6" TOPSOIL�, % � % /� -- Q ` � %i, . -.. ' S. �p �� t / 1— - - -�-7 ' _��`J.:J�. ,'r� �� j� '�� I'7` - I ' • �� y: �; . • .� � / 3 t PERfORATED : I • �---� �. ��'9 �/ M/,�k ` GATERAl.S ' -' -.�`''=t � ,� ��' �• � I 7j. �� _: �,L. .: , .:t;� •: - ,z'.. - - .• �O�� . y .y.:.� ,'.F:. : .-�i..;" . _ I ; I 1 , C �.• .., 'i`',,., � i S SqN�EqN . . .�,_`��- 3 �'a,,t�:;;;�; ,.:.'.: I � F �� 16�� ,<;1=:'�;. "- , (� ��L S�� l t �'�.c:;•.,i.� . BED ARE� I � .i u 8 pkE AYER . ,� �-`�:�;.,.:. — � �----�� '_ R NUP � '• ' '�~'•��.. � -- Bq NarUR' ` - . a � � W ; W j m ° RR�eR a AYF�� — — — I , ? ? . � — � . Zp 1 � o ' o ''� :. LAYOUT OF PERFORATEO PIPE LATERALS FOf� . I _ �NCHES Ir�#� � � INCHES -_ PRESSURE DISTRIBUTION IN MOUND _. I ; ; I . ��-'—� — —� � DIKE ---+—=0 FEET�_piKE � r PERFORpTED PLASTIC PIPE _ MAX. — ;U TOTAL W�DTH a�IN G \ �PERFORATIONS SF'pCED 36' ORAfION Sr I ' : � � 1 END �N CENTER, P[RFORATION �' R` � � Si2E �.nv BE �/�e: 'hz: � � iS PE � PLAN VIEW vlEW pR y�• ��g /�. �-- - 'I i�/�' � 2�MANIFOLD END P£RFORATION OF A PERFORATEO LATERAI. . PIPF '��f' '�� % / �-Groa� Covn � "�� PERFOR4TIOtJS ON ppTiOM OF •! �a , PLASTIC PiPE ' • �� { ToD�oll 00, ,"=- r�,•, �� " , .. ' \ �`�I' t�'. �„r_ � . .. � � � � Lo �� of G�ou��ll• �oDrlc Fer-fw• �y'�''�'-' \ �s � Leoiny Sond lorM• . � �� .%r� �IALTERIIAT£ LOCATION , . �� OF PIPE rROM PUfdN! , �p��w �bn Dn11eJ Norl+on�ally /'� \ r,;`x . •�Imo C p IMo� Top G _ L END CAt� Q�� /� �' y�q Plus _�..—A� L�oal 12'lo Edp• ERA� o n Fl�ld Rak of Rxk Lorn � ii � Ep LA� � • _ -P.��aduw,.tnco�.a o� �� pRAl 2 PIFE FROM . Cl�an Sond Lorer Bonom of Lotaol � %�'� PER PJMPING CHAMBER �" �' 1N �� —'--�-�--�—�---o- \ rEN� Yo��o��san v�on•�h s�ainae ,, ,� � � .� • �'��, , . • , , .• • ...� REOWOOD, CED!1� OR WATER TIGfiT Q I.00KABLE E�ECTRIC BIJX—� TREATED POST (4 x 4 min) ' PlUGS OR E�ECTRIC CONNECTIONS— --- �-�NSIDE`�OX IC CONNECTIONS MADE 2" PVC CONDUIT SCHEDULE 80 -�- MANHOLE COVER CNAINEO 8� LOCKED 6.5�=� SE�TLENIENTER CORD FOR SEALED MANHOLE R�NGS-- _ FINAL GRADE � ? � �"�' � � AT IEAST 12' ''`�'� - � BELOW GRnOE UtJION WIRE FROM POWER SUPF'LY --- - PIPE IS IAID ON A UPIIFORM SLOPE FROM /`� . �FbR PROPER NDRAINBACK IL TREATMENT MEA SEALE� TANK COVER IF PIPE AT TANK MUST 8E LOWER TIIAN UNION. TO GET ELEVATION FOR ORIIIN�ACK, PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST OE USEO WITH ANCHOR----�� — y�EEP HOLE ALARM FLOAT ON SEPARATE ELECTRICAL CIRCUIT-- NOTES� ELECTRICAL WIRE FROM POWER SUPPLY __STD,R7_LEV�Q__ _�� _ _ MUST NOT RUN OVER ANY TANKS BU1 MUST BE �AID BESIOE OT11ER Tl1NKS 3"� `� AND MUS7 BE PL�C[D IN CONDUIT AIONG POST SHUT-OFF LEVEI�Q_ _ __ _ _ EIECTRICl1L CORDS FROM PUMP AND FLOATS MUST BE Rl1N THROUGH CONDUIT. V�IRFS CANNOT I-IAVE GROUND PUMP CONTROI FLOl1T- -� COP�IACT. � . �� . , . i - � i�i6urc'F-R . METAL COVER �_ -+ � :_r- -�- � �� J'� -k .,� , ;. - ,�'� �� _ `, � � �.V-,. 7 " '. � 't'-_ �, t: i 'v I >,'�•7h�` i � I `\` '' I � _ � :Zr v L..._--�_ 1 " � — I CONCRETE - s�' MANHOLE ''' RING METFIODS OF SLCURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Fiburc�C-14 r + ' ` ' � , � VERTICAL SIDEWALL SEPTIC TANK /-FINISHED GRADE �_�� . ' �`�� AT LEAST 6"TO 12" SOIL �T LEAST I" 4.. pIA. t COVER 4' DIA.-� MItJ �AT LEAST I" -- � AT LEAST I" . 1 —L—'-�--- ..�—�,_ � �' - L� DIMENSIONS FON TANKS WITN VEnTICAL SIDES A � ' ' WIDTH W 24� MINIMUM _.. j ' LENGTH, L 2 TO 3 TIMES THE WIQTH __ B DIAMETER GO' MINIMUM __.__ __ � l UE('TH�� _ 30'_MINIMUM; 70� MAXIMUM ______ C � � -� ---A 0.2 D - _ _ i A7 LEAST g� 6'�_MINIMUM� 0.2 D MAXIMUM _ 6" 3„ t_.. —.._ c o4 0 . ; — - -AT �EnST 4 FEET - -- � � - '--"�' rK,irs: : � 1. SNi11N1YlEL5A1lfASi�lrll1�C51N(�U�.�flffl � �Wx�EWVEitS:JuIL�FIOU�EDw�t�ir+�7�u�Es. . 7 t��nF.vw� uCr+f_c,n��r�Funr.iacs.ra�tr��r r��E.w«�ueevnnrr+Rix.+aFeoF��Csu�r�ce � NMf115K)NN�lll(K.M(DW�li1�16lLEIUAIITNIk I�CO(N111�.USIIESEWFOIO�IEVCdIrGCCS4 W�l l S. 6 :r ruv�i cx+U�s t a+cE Of�f N F i+u 0�s+i E t�rF iv+u , 7. IW��V'FCIIOMfYFO�A1lEAY1�wU�C9MM�f:lEl1 NFN�91f`O�IIUN6NflC9ULlUEM�7ICSS111N1{IHGlS Onnr.vv+iKXE51w1AklOCnlEDcrvEt1001Ni�4�r+�ET On�r.c��tiw��2r+C��ES. ' N�ou�uiu�vris��Ecwit��in+[cri�rr,v�Ec»+ s rcx�iiaazur+i�tcru,mr�uin,aKsa�.rcrir.�cr+niso.,� I f`rt'155iN1LOC1145N.ltiSI��IG(NiI�ItNEf1fU�E ANDOIMIISICMICIio]S(1. . ONfIECP'CNwC50��5MUINIr1CC5 �11u11UWtiYCIKN � 1'Y•Cµ�tKIOCAILVIkIWffNl�tFfllElNl�tMr11f�1 . I nHri�s --- -- - � ;. � � E PENCI� �. � MARKS ,� E , ,,. 4 6 � � �-- . ��•LE y� ,•, � �► ' • �'/ Y f R • � � INLET 5,�,_ SCUM i; OUTLET ' •� �-"s :,� . ' .. , � •;''��OUTLET LEVEL .Ji.�;r Q-i I I .f Y , 3'. —.. --•- - — � r -.._ SCUM CLEAR SPACE- �L;, ' �LEAN OUT TANF( WNEN� ; iy - — — -_ -. ��••e • - � � �1 IS 3� OR LE55 OR t � "B'IS 12'OR LESS � �� - _= �� 1 i � - - _ - - L� ; �'/ i .� _1':....... .; �. . . . �. . :;. r� BLACK COIAR ` � �,'�.'�:�':�::•�.�: • SLUDGE ,'t � � DISTINGUISNES SIUDGE ; t��'• :'� . .-, LAY� FROM LIQUIO i�•• , `;;:i.; . . . ._ i �? .i'•�'��' � ) . .. .i�,< d .�r: ' ��:�::• � 'y'" S � i MEASURE SCUM AND SLUDGE ACCUMULATIONS � � IN THE SEPTIC TANK � � DATE TIME CITY OF ORONO CALLED IN ��/-'"�� INSPECTION NOTICE �C�j_; SCHEDULED /fi-"�'�= - • PERMIT N0. �� COMP�ETED � ADDRESS ��I � �% �_�--;=',=,�� ; � �<<��, OWNER � �`-r:-� CONTR. .�e�t � - %<_«/�� , TELEPHONE NO. � �� ,� � �I 3 � � DESCRIPTION � �_ r �- ,-� �,_� " �" =r - � 01 FOOTING 11 MECHANICAL RI 18 D(CAV/CiRADINO/FIWNd y 02 FRAMINQ 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS 0 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q Z OS FINAL 14 SEWER HOOK-UO O6 PROGRESS f` 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT J � 07 DEMO—FINAL � 15 SEPTiC INSTALL�'• 22 FOLLOW-UP = 09 PLUMBINO RI 23 SEPTiC FINAL 35 HARD COVER REMOVAL v 10 PLUMBINO FINAL 36 FOUNDATION REMOVAL Z OWNER/CON7RACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a�.� / � ��,✓ "��,. � y .+. C U � � � O ��... , �-f`�...7,/ 4;��, , f�" , ( >. �. � � O , t7"� � . �7�1 'j�yi L �� Q � � � �C_1� G�� .. Z W � W � � d C WORKSATISFACTORY:PROCEED ROJECTCOMPLETE W � L CORRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �=. CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor on �t �� Inspector. �� -��- White Copyllnspector's File Canary CopylSite Notke ✓ DATE TIME CITY OF ORONO CAI�ED IN y 9 6 INSPECTION NO CE SCHEDULED � �`��= =�' PERMIT N0. � `�d COMPLETED � �— ADDRESS �� -� � v-�-o� OWNER ��.r�i/� CONTR. TELEPHONE NO. ��S � �; "7 3S � DESCRIPTION �_�� 01 FOOTINd 11 ECHANICAL RI 18IXCAV/GRADING/FIWNO y 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETIANOS � 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•UO O6 PROGRESS ~ 07 DEM�SITE 27 SEPTI IA N� 21 COMPLAINT J Q 07 DEMO—FINAL $T.ALL.�' 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTiC FINAL 35 HARD COVER REMOVAL � 10 PLUMBINO FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO M U• S NO ' � COMMENTS: �-d' a — /i � . .� y� O „� .� �/� � � � O /�� , � � � W Q �� --. f � o,, W � W � � � d WORK SATISFACTORY:PROCEED ^ PROJECT COMPLETE W � C CORRECT WORK&PROCEED �; ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETUFiN ` D STOP ORDER POSTED.CAIL INSPECTOR '^ CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.47�73�J7 OwnerlContract Inspector. � �� White Copyllnspector's File Canary CopylSlte Notice Y DAT TI M CITY OF ORONO ca,��E�iN � - �-�1L: �-,-Z ��/ INSPECTION NOTICE�-. -� SCHEDULED ' -� �-'cL �� l-�-�� PERMIT NO. '� � �G COMPLETED � ^ ADDRESS -� 75� ��-�4' C-�l �u� ��"� OWNER�� CONTR.��_lt° U_�4' lVi,�i-l�i/J TELEPHONE NO. ��=� -� � �`7 � DESCRIPTION � 01 FOOTINCi 11 MECHANICAL RI 18 IXCAV/GRADINCi/FIWNO y 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS Q 03 INSUTATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z p4 WALL gp. 12 WATER HOOK-UP 17 SITE INSPECTION Q = 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS ~ 07 DEMO-�ITE 27 SEPTIG MALT. 21 COMPLAINT v � 07 DEMO--FINAL �15SEPTIC INSTALL�� 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBINO FINAL 36 FOUNDATION HEMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES NO � COMMENTS: �' '� a — �� J O �• � O � � �� ` W � � Q � Z W � W � � � d WORK SATISFACTORY�PROCEED � PROJECT COMPLETE W � L CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORAFY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL REfURN ` O STOP ORDER POSTED.CALL INSPECTOR �' CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.47�73rJ7 OwnerlContract Inspector. �.�� White Copyllnspector's File Canary CopylSite Notice OATE TIME f/ CITY OF ORONO CALLED IN =?� INSPECTION NOTICE SCHEDULED " � PERMIT NO. ` < <� COMPLETED __.�� > ADDRESS '�� OWNER ONTR. G ✓ 1 TELEPHONE NO. � DESCRIPTION � 01 FOOTING 17 MECHANICALRI 18IXCAV/GRADIN(i/FIWNO �Q 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNEH/FIREPIACE 34 TREE REMOVAL Z 04 WALL BD. 72 WATER HOOK-UP 17 SITE INSPECTION Q = 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS ~ 07 DEMO-SITE 27 SEPTI 21 COMPLAINT v Q 07 DEM�FINAL PTIC I . 22 FOLLOW-UP = 09 PLUMBING RI `23 SEPTiC FlNAL 35 HARD COVER REMOVAL � 10 PLUMBINa FINAI 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO M'ETrYO . S_NO � � � COMMENTS: �' ' � � �.Y � `-` �� • a "� � (, � s� � J O >. � O � W � Q � Z W � W � � d�ORK SATISFACTORY:PROCEED _ PROJECT COMPLETE W � C CORRECT WORK&PROCEED �' ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ^' CITATION ISSUED ❑ INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Cail for the next ins ction 24 hours in dvance.473-7357 OwnedContract o -� Inspector. '� � White Copyllnspector's File Canary CopylSite Notice