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HomeMy WebLinkAbout1996-008441 - new septic system �. PERMIT '. CIfiY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 Permit Number: i x�i����,�� ����r Crystal Bay, Minnesota 55323 (612) 473-7357 Date Issued: �.�-;i��?;_;/:���=,� SITE ADDRESS: :,�;,�_,�; `;H�Di iWi i���li ��: .EE� �'. � . �'�I. � .i�7--�� .�e;�;—�':�.—:=;;;`—t 3t_)�,'�i DESCRIPTION: ��;ti�w�:•.t� t:� W�t•et' F'r�t'r�t��:. T;r�«= f�EW '=�EF'1'�I(�:: ':��1�'��iE '•���w�•t` ?� W�t.�:�� ;�i��t`F' Ty���= `'t�`=�ID���i_E REMARKS: FEE SUMMARY: �:���.� ��� ��.i�t��. i.��7 '._;E.,I1'C FIct1`'�F? --�---- —�' ��� s:�� T�3t.ai Fe� ��it:�i; . ,i; CON �► 4R — �=�fi���1 i c���t. — . �l ER. A T°_� ��{:�lv�����;;� ��.�°�17h��� O3 f I��:y;�+�#ra ��,��v� :��,:_ =.�t,i� T��� t�!� ������� =�H�{[7!_I�f.ii_f[7 [�� �fE��t�1T�'��:=E l�1��1 ��:�;r�,_� s��°���t�lE�► t•1id �5=;�h {_�'�i:i.' ��t!i «��.r.t �HE 14�C���;':;I�15IE.C� HE���E;�r F�;r��;x:_:�=:�:;z= ����:°;�#�:::°�,�3=�!`�i ?"►=� t'iR}�:� �F�� ?�:������... ':t�;�:°�:�^.:v:c:';�;;�:;�T°-; =��='Es=I F I E� fiih�� �Gh��'=� i+=€ u��' �'?_ �.. i�,r•:: I t�l `=�T�`I C:�` �:��iC•13='L I;"�i�li::�: i����� ��...__ __:�7 y� ��� f��;i�i�,��� �=f�iC�I NA#tlC:E��� �t��Ci °:;T�:�,,-;:�: �_�� t i�.��I'.�E'_:E_�t r� tct 1�L_C�I i`yc'� i:,_�Ci� �;�=���;_�?:!��°�. t�_`f i � '= . L. � �� � �I _ �iyx-� APPLICANTlPERMITEE GNATURE ISSUED BY:SIGNATURE : CITY OF ORONO SEPTIC SYSTEM PERitiIIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, I�Ti�1 55323 _ �� - � � JOB STTE ADDRESS: � �� � �> �= "� , �_ � . `,_ , 1: � , Occupa.ncy Type: Residential `- � Commercial Other Permit Type: Ne�v or Replacement System, $100.00 � Repair Existing System, $ 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees � *See fee schedule for non-residential permit fees Owner's Name: r',-E�..� 1;>�-���. �, t:,,�� PhoneNumber: Nlailing Address: yr;l � ' �.tii�� ��.h�-��- City: � �, � =.._ �p� _ - � ` a=>c�-rs� �x_, Phone Number: ��-",_ , �,-,�,� Contractor's Name: ,g ��� u�> , . � -� ,� City: ; , Zip: Nlailing Address: �� c��% >��' � � �-- � ,�� '�, �.,� , DO NOT l�iAII. PAYMENT WITH THIS APPLICATION GE�IERAL I�TSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the Ciry Offices; however, permits will not be mailed out. 'The permit must be picked up in person at the Ciry Offices and work must not begin unless the permit card is on the job site. 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 signed 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 covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough-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 bs�xes. � � �'� '�' 1. I have received a copy of the system design including the City of Orono Sep[ic System Approval Cover Sheet. , 1�� : 2. I will be installing the following: 1 A. Tanks: .- � Precast Concrete Other Manufacturer _! �•�.� ,=� ��' Tank Capacities: 1) �;r'^� gal. 2) `��!� gal. 3) � ``•� gal. B. Pump Station (if required) Pump make & model �'��, _ , ��� �;�,J�':���_,�� —�� (attach pump curve & literature); system design requires �3 gpm at ( � feet of head. High water alarm make & model �_�� � �<. c,�-- 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 " Rock bed dimensions ' r<> 'x ?��_ Drop Boxes Sand bed dimensions ��,,; 'x �� ' Distribution Box Pressure Dist. Pipe Diam. i '�z- " Maniford Pipe Diam. �— " D. Final Cover/Topsoil to be: j���orrowed 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. SianatureofA licant: ' � � �ai Date: �. -� �% �-� � PP ��' 1 �-- MPCA Certification No.: � `� �{ Staff Review: Appro, al Denial , �/ /a��qZ� Revie�ver: �� �i1 .,"� � Date: Reason for Denial: . . Soi/ ,b orir�q /oq I I e s a d Job No. 96188 Date 5-16-96 a n ervices Client Name Stev� ✓ohnston �,��� �� Borings made by C.✓. dc C.H. 200 Cent�o/ A venue Classification System: USDA—SCS BUffO/O, MN 55313 Auger type: Hand— Bucket Phone 682-9329 Fox 682-9002 Denth Boring No. SB1 Denth Boring No. SB2 feet Munsell Chart 10YR feet Munsell Chart 10YR argonic 2/1 argonic 2/Y 6. c% /oom 6� c% /oan c%y/oom 4/3 c%y/oan ¢/•�' 1 1 � 2 2 27�� mott/ed so�l !O�' 26" mott/ed sod' 10,t' 3 �ed� groy 3 red�4 gray 43" c%y/oom 5/.3 4 4 c%y/oom 5�,� 5 5 stondi�g woter slonding woter 6 6 end of bo�ig end of b�ig End of boring at 6 feet End of boring at 6 feet � Standing water table at 5 feet of � Standing water table at 5 feet of, depth 4 hours after boring depth 4 hours after boring ❑ Not present in boring hole ❑ Not present in boring hole � Mottled soil at 27 inches of depth � Mottled soil at 26 inches of depth � Mottled soil not present ❑ Mottled soil not present Notes: " Soi/ ,borir�q /oq I I es a d Job No. 96188 � Date 5—�6-96 p n ervices Client Nome Steve ✓ohnston Borings made by C.✓. � �H. 200 Cent�o/ Avenue ! Ciassi�cation System: USDA—SCS BUffO/O, MN 55.313 Auger type: Hand— eucket Phone 682-9329 Fox 682-90a2 Denth Boring No. SB3 �jnth 8oring No. �4 feet Munsell Chart 10YR feet Munsell Chart 10YR a,�,►,� 2/r ya,� /� 6• doy/oa» � 1 1 ZO" c%y/oam 2 2 mott/sd aoA' 1 �/� „ �rd� 9°�°y 28 mott/ed soN 10�' �� day/oamm �sd� groy � 3 day/oam 3 4 4 58" 5 5 slana�ig wv slandivg w�vlar 6 end ot ba�,hg 6 eand o bari'ng End of boring at 6 feet End of boring at 6 feet � Standing water table at 5 feet of � Standing water table at 5.83 feet of depth 4 hours after boring depth 4 hours after boring ❑ Not present in boring hole ❑ Not present in boring hole � Mottled soil at 28 inches of depth, � Mottled soil at 24 inches of depth � Mottled soil not present ❑ Mottled soil not present Notes: �EP-17-�6 TUE 03 : 14 PM ELLESTNL LAND SERVICE�� 61�6829002 P. 02 . , , . � � � � � .5'O,pp 0 � � 0 vw G f/ Oy C y a � ��`� e N �~� d ��j�. Y �. � n Dr��w�y � � a / � �S♦ + t� I06'0 ,� , OY sK^f0�g ���p � �—� �M ��0/1 C7r � 4 / �� � � o �� 0 . �t2� / o Jcto+� o �t�` o � `Qti�� �,osed��Bs 5 �'° �� "�� i / 5-Beohoo.n �02g' 3 ' p� � 0�� H��� � 19• .� � � �, � c ��� = na v�,a � A � Op � ; d O A .� `"�O. � O s� � !� W � ��� �rt ' � �� $ � rs��"'o'"'�o , � t �' � � � / � � /9 /� A � � g.7 E+--� / � , IVSkiIB � � � � 0 4 S 5p1� ��� S9 j�i � � o � � �Q � k �� � � �-,._� � � 5 � h �J ! i/! ! R �l .d r p i�R p� µ- �p N 84°',3 'DO" N� 375.�,,� � y L. . 1 �� � ' •,�'B�CO�, L_,Q,N TBST B��T- � � � , ' Test hoie location L�Y,r1 scsY.,n Hote N-�-- Dab tes!hoie waa prepared: ��� ' � Depth of 6ole bottoais IL u inches D�ameter oE holes � inches i Soil Dats from test hola ' � depeh,�nches soil texturei soil color D�C9 � Ioo.Y►�. Z` �.-�Z _s�l� �o�.r,,. 3 � Method of scratching s�dewal�s�.s��nr��► D�pth of pea size gcavel in botWm ot hole: Z inches � Date and hour oE inie3al watet fillings��' ��� '�•'^'` Depth ot initial water Kllingt �Z above hole bottom Method wed to ma�ntain 12"oE water depth in hole for 4 houss:�7T tinY. , Percolation test conducted by= CS . e.H Yercolation test started at Z:ZZ <am� Maximum water depth above hole bottom during tesh � inches ���7 INTERVAL WATER WA�q WA�R PERC RATE C08v@1Si011! TIME (MINUTE8) DEPTH �ROP DROP CALCULATION (1Factton) (doctmaf) �ng:,pQ � START ---� -- 1/ Zo _ I ,S � ��,,3 __A 118=.13 2:4Z --�-°--- --�IZ _ --�L-L---- --1�=S-- �� (D�) �� 3116_.t9 RBFILL B �I4s.ZS �:oZ --2`''---- --�-- __��--- 1.38 '�''��8.�,� sn�=.�t .OL RBPILL -_-� _ � l 8 �'�'-���C �8s.� . 1J;� ___S��� __���_ _� .3 R R � ____ ___�_ � ma�.a D RSFILL ---_---_ � DR��_�`L-R�G �IZa.S -------� __------ ---------_ (Dacimal) �____-___� �r .. RSPILL -_-_---- • :, E 9116:.56 'rr�i� �����F' SJg=.69 I __-_ -_ ____-__- -__ - (Docimat) t RBFILL _ ;- � g �����=.69 . ------- T�''�' �$ �L� -------- -------- ---------- ---------- CDecimal) . � G �e=as RBFILL ________ = .. — ---------- '�`��"� �� �" 13116=.81 -------- -------- --------- �i.�.� . ' RSPILL -_------ H �I�=.� . -------- -------- '� ���r� 15116s.91 ---------- ---------- CDecimal) � Ten Percent Calculation'. R,B'..0 B•C•� . � 13• —.�_ ' rrQs�'i�oTi�SG' $ieTwl o �'�a o ena a o �3,3 ,. a�o_ �.3 x a�a_ •na p o rna e� o C,D.E D,E,F — .. — oraes o �+s� a o � o ma p o x 0.10� � x 0.10.. ma ts o M� « o E,F,G F,G,H _ � � � •r��s o o ty o r�n�` pr o x 0.10� x 0.10� ma p O Mr � • It the top number in each aet ot boxea ia larger than the bottom number then take a�c ther reading. If the top number is equal or smaller than bottom number. avera�e the three numbera for ths pero rate. • i� . i �� ,' ' � •���,QLATIQN TB�,S�- ' � ,�� ; Test boS�locst�on l.o�r+b�� - Ho1s N--�---- Dab bat hole waa prcpared:.,_,(1� I Depth of hol�bottoni: � �� iacbes Diameter ot ho1� � ��+d��s i Soil Daea irom test hola ' • deptb,iaches soil eexturei soil cotor c�-c� c,l�� r�-�r Z�� �.9-�z �ied.,,._ y'� � Method ot ecra�htng sldewalk�a,l Depth of pea size gtavel Li bottom ot hol� Z inches � Date and honr of inidal water B11�ngs �3°p•"^Depth of inidal water tillingt i2 Above hole bottoat Method wed to a�a�+laiA��'of water depth in hole for 4 honrs: 5:,�ti.��. Yercolation test conducted by= C,�S C�H _Yercolation test started st ��. 23(am�p�). Maximum water depth above boie boltom d�g tes� � inches ��7 INTERVAL WATER WA�R WA�R PERC RATB �v� TIME (MINUTE8) OEPTH �R�P diotmsl) CALCULATION (lractton) � 1116s.OS `�•��„3 sTART ___(1 S ����,�A �I8s.�3 Z•y3 --=4d--- --���.._ - -- ---- cnectmv) 3/16s.19 1 �f_ -!=Z----- �, RBFILL ___� __ /� �_' ('ZS ..�$ �I4s.�S . � ---`�°--- --1..�-- __1_ �.7.�s •��, PBRC .�I6�.3� ------ ---------- ',.,� RBPILL -_�L3_- _1' ' 1�� �� •"��` �t9 �i �s..� . . -�- 3.23 -_=�0__- ' ' _ _-___ -__ __-- 7116;N . RBFILL _____-__ � .. '�'f1WS"' �is '�' 112s.S �___-__� _�_____� -___-__-- CDecimal) RSPILL _______.� . :� E' �as.Ss � � �� , -------- -------- ---------- � LD�eC��1)��i �s.6� . RSFILL _______� ��-•:-S�S�"-�3-F ��II6s.� _______.� _____-_� _-_-__�___. -_____--__ (Doctmal) . • G 314=.7s RSPILL _______� — .. ---------- ''��'� �¢ � 13f16s.81 ______�.. ___�_..__ __�__�____ Decimal • 718s.88 �_ RBAILL ��___--_ • � H . -______� __--__-_ -----_____ ������1)�� ��Bs.s` � Ten Percent Calculation•. R,B',.0 B•C•� ' � rr��� o � r` o m� w o �s 0.10.. x 0.10� tna p o tn� O C,D.E D.E,F '� r � �!�!a o O O �� « O r'fta f1 O 71i a�0� ' tflr M 7� O•iO- E,F,G F.G.H _ � — _ s�`.. o ='w ,��q 'o7'T�.'F� x aao.. x aio� t�'�� H O • 11 the top numbsr in each ast of boxea Is lar�er than ths bottom�umber then take anc chor readi Ii the top numbar is equa►1 or amalts�tha�n bottom�umber, avera�the three numbers�o�ths pero ra�e. • t� _ . . . . � w�B,�t ,, COI�.�TION TBST�H_a�a�'� � � • t 'hst hoS�locat�on l�..r.d�rw� Hof�N 3---- Dab teat hoi�waa prepared: , � Deptl�of holt bottani: ' ►Z irches Dfameter of holei_ � �nches i Soil Data from test hol� • • dept�,inches �oil textur� � wil colot s7-i z _,y�� 10�.�,_ Z-'1 � Mcthod oE uratching aidswall:y� �f N�:�_ Depth ot pea s�zt gtavel in bottom oE hole: T_" inches 1 6 Date and honr oE initial water Hltings A^^- Depth oE initial watec Eiltin� � above hole bottoa� ....... � � �n Method wed to ma�ntain 11"oE water depth in hole fot 4 h ��- , Percotation test conclucted byj �'� - C _M Yetcolation tes!started at Z�Zy (am�i . Maximnm waler depth above holt bottom during tes� � inclua ���� INTERVAL WATER WATER WATER PERC RATE COIIY@Bi011s TIME (MINUTES) DEPTH DROP DROP CALCULATION (lhactton) (dactmat) 1/1as.06 p� 1l6s.t3 ?'� 3TART _1 U� __ '�q •C ,� � '-��•• `'I�A► �y __�� _�L`=--- � ` `7 _ (Deeim�l> .��s.lg ____� __-- -___ -.-______ g. .y RBFILL _ 1/ 0 .� $ ��43.ZS . �`! — yo ---- -- � � --�°--- --��z __ --�Z----- --=s---- c��� 5116=.31 �O RBFILL ����- �� , L . S �� .� r /r �i �s.� . � --�'J- --�-`�---- _�_ ' �8� psRc -- — ---- ---------- �,,e�;�..,, msAu RBPILL _���____ ��.=�,$�-�-D _�__-__.� ��_____� CDecim�I) �ns.s _-___-__- . - ___------- �. -s�S� -� ;� �: 9116s.S6 RBPILL -------- = � ' �" ____�_�.. ___--___ __________ _______--_ (Decimd) t �i.� RBFILL ______-.• -�-:-��5�"-��-g ��I�as.6� ____�__� ________ ___--_�___ __________ �Decimal) . • G 314a 7S RBPILL � ________ �'1'ZfviS�:�i�••.,�" -------- -------- ---------- �c.*+.� 13116s.81 ' RBPILL H '�s.� � ' T �������� _ • ' 15116a.91 __-_.__.� __-_--__ ___--_____ (Decir�nal) _.-_-__--_ �`Y�fV� • Ten Percent Calculation' ' p�g-�C B. . ' ' _ � �s.. o .... .. o � rrQ�� o 0 ae 0.10� x 0.10� �n. �s o . o C,D.E D,E,F _ .. - •r��a o o � � � � o ma a o x �`10� mi a x 0.10.� E.F,G F.G•H — � ,��y,����,,,� — w�`�w o v r��' ,,+�i�wrs w ar��'CT; �s 0.10.. p a x 0.10..�„�� • It the top number in sach set oi boxea ta{arger thau�tha bonom nurrber then take anc cher rsadi ' {t the top number is equa►1 or amalfer thwn bottom number. ave��e the three�umbers tor ths pero ra�e. . �� (For Flows up to 1200 gpd) � �.� FGOW . . . . Ba�.�s�.��.o,a�.vaan► FsHmated�_gpd(see pages D-7 or I-3,4,5) „� � or measured gpd x 1.5 a . a�. '�'' �'yP'° 7�'�' '� B. SEPTIC TANK LIQUID�VOLUMES ; � ,'0°,s ='�' � ' /Z.� .� /�o galloris(s'ee pages C 3 or C 5) s ;o s`s s�`n `; . oo +� f C. SOILS(refer to site evalua�on) � "� � �` "�' � 1. Depth to restrlcting Iay�_ �y inches ''"`„"`�''•`"''•`�w•• 2. Depth of pereolaHon tests= �Z inches � �►� `'`��"P�+� 3. Pereolation rate �'ys mpi � =;a ;; '„o 4. L111d slope % %i«� �o1J0°oo �0'�000 D. ROCK LAYER DIMENSIONS l. Muldply flow rate by 0.83 to obtain r uired area of rock �� ��D� layer:Daily Flow x �.83= O�,s �1 N �gpd x 0�9 s .ft./gpd��sq.f� � 2. Select width of rock Iayer(10 feet or less)_ �� ft. 3. Length of rock layer=Area+Width� 7� sq.ft.+ /O ft. � /?5 ft.�Z= 37 S Rock Bed. • •i)����i • r���i��i���i���� 1#�f�fti����l=�.�������{�� d1 Sl�ff. ;s���'{ . :�.�ti{ ��: E. ROCK VOtUMB t.�„gcu 1. MulNpty rock area by rock depth to get cubic feet of rock;� � �0 sq.ft.x � fw��D cu.ft. 2. Divide cu.fG by 27 cu.ft./cu.yd.fio get rubic yards; ��' cu.ft. +27= Z�cu. d. �'s ' 3. MulHply cubic yards by 1.4 to get weight oE rock in tons; '� �cu.yd.x 1.4 ton/cu.yd. �3�89 tons.. � � F. ADSORPTION WIDTH /W.5*�b r 40 =3 1. Percolallon rate in top 12 inches of soil is 2�5 mpi � A°fO�Du°"�`��'�"��bte � 2. Select allowable soil loadi�g rate from table on page E-; �� saa,�.. �� �� . D, g�i/f� w�a� 3. Calculate adsorption width ratio by dividing rock layer . �.•a�a� c�..s.� . loading rate of 1.20 gpd/ft�by allowable soil loading rate; ai as�• �•• a i.o 6 a li S.nd�l.ar. 0.�9 I.S2 : 1.20 gpd/ft�+��gpd/ft== Z� . �6a30 t.o.� a6o =.ao is a 6o sc a�t� a°`30as � Check this value on page E-16. �,� � Q2� � 4. Multiply adsorpdon width ratio by rock layer width to get �m... ---- -- required adsorption width; Z x �o ft= Z4 ft t . � . � .+s-- , . . ' . �- G. DOWNStOPE DIICB VYID'TH • � • 1. If landslope is 3°l�r ar more,subtract rock tayer width from • � adsorption width fio obtain minimum downslope dike toe for absorption: . �ft- � ft= �� feet � � 2. Calculate minimum mound s4ze based on geomet�ery: a. Determine depth of clean sand fill at upslope edge of rock layer:Se�rat�on 1.,__feet b. Multipty rock layer width by landslope to determine drop .� ::,�,�„,,,�, ,. in elevation;Slope Di f ference � "��:�:�: � �x� �x � �,+100= �Z feet •����_:. ����'� .���;� '.,° ..�:, ,�. , a Add depth of rtean sand depth of clean sand for �» -�a�� '= ,�. � � sepazation at upslope edge(2a)to depth of rocic tayer to � ���� �1;��:�:: rock depth and the depth of cover to find the total mound �»""°�_. height at upslope edge of rock layer; / ft+ 1 ft+ 1 ft� -3 feet d. Enter table on page bottom with landslope and upslope � dike ratio. Select dike muItiptier of 3•3 3 . � e. Multiply dike multiplier by upslope mound height � to get upslope dike width: 3.33 x.�_a �0 feet f.Add the depth of slope difference(2b)to the upslope . height to get the downslope hei�t /Z + 3 � �1. feet g. Enter table on page bottom with landslope and � downslope dike raHo. S � Select dike muItiptier of . • h. MulNply dike inultiplier by downslope mound height ' � . to get downslope.dike width: s x y 2 � Z� feet � i�. Compare the values of step G.l and Step G.2h. Select the . • greater of the two values as the downslope dike width; Z� feet � •���.� o� {ti{ti ia• {r{�.{..;+{ t� j. Total mound width is the sum of upslope dike , t�a�W�ta� '�'�`�''� ;„r�r��,��y�s�� width plus rock Iayer width plus downslope `:4:►��, " "` "`, `` ``` ''�' ` , ` ' "`�`�`:< dike width;� • . �� �� , . �; ,; �ft+ Z� ft+�_ft= 5r7 feet vp.�.o�.v'�w~'~u�ttid`'`°f"' ` ` ` ` ' ' �r �r{v{"4{v{V• • ���11�_ k. Total mound 1 th is the of u slo �►�;�►�►{:►'�;�;���� ��������.����.�►��.• ... . . . ... . . . .. . . . ,•.ti..j p � 'sr'tv''v�.�+r;+r�r{sr�r''t,' ibwnrlop�~f!!�i'1�ib",•h 4 t,si .: . dike width plus r 1 r length plus �G ;v�►��►4.;;►�.{v�`►�►; �v�,�,w�.w�►�►�w�,,w;►�. . upslope dike width• ��c�i . �'���`���� ��`���`��`��;��`�`'���-'��', . : • ft+ �t+ ft= feet r�L„,� kl �.1 6e1n8� &1 7:1 3:1 41 1 � &1 9:1 i9 � 0 1A 4A S.0 6.0 7A 3.0 4.0 5A i.0 fA iA 1 3A! 1.17 S.� � 9.5' • t91 � � i.fi i.5� 7A1 ! �l� 13S ES� R!3 �.1� tis 1.70 l51 i1i i.1� �.90 i �70 I�S� 5.81 7.32 �.l� 4.7s fS7 �i i.0� f.7f iAS � !A1 r.7i �.25 7.ef f.71 2.� �.t� �.17 r.N 5.� �.Oi s �S3 5.00 �.67 �.5f f0.7f 7.61 �,3f �.00 4.b2 S.if s.71 � �.65 b.2� 7.1� l.3� ttA� � � 3.� Ml !.9' iAl f Le0 8.6� !.M • 10a� 1f.7� iu l.12 �.70 1.1! �.70 iaf t �.�3 S.e� W 115� Ib91 1�2 1.U� 3S! I.�S lN �t f U1 i.76 !.0! 1�.M 1R91 t3� 19� �.If l.90 {.30 {�S IO �2! i,67 10.0 15A0 3�33 131 ZK �3f f9S �.12 �M » aw �a� • ua� r.ss �� tu t� u� �.a �.9s ��t �: a� �.�s �iao x�.0 �aaa �.b zao �.�: a.a a.eo �.a � . _ . �+�-- • a�r'��d�r • MANHOLES � �,"�`•`� . � , ...:.. ,. �. . M.. � A` � ��� � . PLOWEO OR 3/4 ?n 2'/2�INCHES - -OISKED SURFACE BASEMENT � . - � -_ � • . /ZSDy���� /r��i' TcI�� � . .--__�. . i PUTM�PK G SEPTIC�� �a�b TANKS'�'� �i . A. P�VtP LOCATED iN PUIV�PING TANK � . \ , . . � • .' � . • REDW04D, CEp� OR VyqTER T�GHT 8� L�OCKABLE ELECTRIC BOX TREATED POST�4 x 4 min? � PLUGS OR ELECTRIC CONNECTIONS �ANL.SL���X IC.CONNECTIONS MADE 2" PVC CONDUiT SCHEDULE 80 6•SPACE Lppp pF pOWER �pRD FOR MqWHOL.E COVER CHAINED & LOCKED •� S��EMENT g�p RINGS , � • _ FINAL GRADE - AT LEAST� 12" , R;Eg�itC �FP�C�tY /�a o� UNION 6�O�W GRADE D�4tLY FI.a''J WIRE FROM POWER � . PIPE IS LAt� ON A UNIFORM SLOPE FROM � s�� � u�'rc� , ' . FOR PROPER DR�AINBACK iL TREATMENT AREA /ZSD�d%.� � . - � SEALED TANK. COVER 1F PIPE AT TANK MUST BE LOWER THAN UNION T� GET ELEVATION FOR �RAiN�CK, . R��E . P�,�TH�ANCE KOR CHAIN A �/4 INCH WEEP I�O�E MUST BE USED �Y ALARM FLOAT ON SEPARATE W�P HOLE �frTc� . ELECTRICAL CIRCUIT � . ��Y1 � . � � . NOTES: ELECTRICAL WIRE FROM POWER SUPPLY ��S �SZ � _ MUST NO►T RUN ONER ANY TANKS 611T � MUST BE LAID BESIDE OTHER TANKS . 75 � /9� �/�iis Parr��arf' 3"� � . . . AND MUST 8E PLACED IN (�ON�1J1T � � �vo�i.�� � E/� ALONG POST � � . S�T-���� � — ELECTRICAL � FROM PU� AND �f � �y�e CONDUI:�RES CANN�HAVE GROUND �f,�es �./ PUMP CONTROL FLOAt CONTACT. �.f � �f �� �1 �/s c� � / . � �0 � . � — . . . . � . , V � . _ , ' Ejj�,2SF.LECTION PRnCEDURE A. Determine pump capacity: ' .�+. Gravity Distrlbudon aro �oRnraH of A �ow►rrEo u►�an� 1. Mintmum suggested is 600 gallons per hour(10 gpm)to stay ahead of ��.w, water use rate. � d� 2. Maximum sugg�ested for del�very to a drop box of a hon�e system is 2,700 gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ;�`i,�,,,,,,:,,,,�,�., �� "�°����►rae►k�«�.- �,...,. .. . �i M1•rro M��w~arl 'i`°�aN hfla Ita�prN MOri[aMolly Psessure Distrtbution � �. r�� 3. a. Select number of perforated laterals � �a• ' , w� ��o�a• b. Select p erforation s p a c in g: 3 ft. . ��.:...• � r«r�n�:i��.c.� c. Sub t 2 ft.from the rock layer length. �,:; ��•�a«w uw► °e/eni���� • ����'2 ft.= 3S•Sft. �•�',����. �..,�;�:;y;;;s:.;;; . ����s�nnd d. Determine the number of s�aces between perforations. Length perf.spacing= 3S�S ft.+ 3 ft._ �1 spaces TAa�.s O�r�tpow►'riav n�nRG�s�nt c.r�t e. �� spaces+1=,_�rforations/lateral ' f. MulNply perforations per lateral by number of laterals to t-ra�a rerto�.ao�dt�ca Wu�) �t total mber of orations. ' , � � x�_�perforaHons. �" �• Z �.a � os6 oaa g' � X�'��p'Y'. i.�ob o� Qa 2.S 0.89 1.17 SELEC`TED PLJMP CAPACITY ��- m 3A o.98 t.28 �gp 4A 1.13 1.47 s.o i.� �.6s B.Determine head requisements: ���A������ntlal sy�e� 1. Elevation difference between py�np and point of discharge. �����,d���bw�en�s _�r feet 2. If pumpIng to a pressure distribudon system,add five feet for pressure required at manifold �feet � 3. FrlcNon loss . I�pe L.en8ch . � a. Enter frlcHon loss table with gpm and pipe diameter. Po;nt of Diacharge Read friction loss in feet per 100 feet from table. F.L._�ft./100 ft of pipe pevadon Difference b. Uetermtne total pipe length from pump to discharge . p,,,,,p poin� Add 25 percent to pipe length for fitHng . 1�or use a Htting loss chart. Equivalent pipe F-18b length-1.?S dt�s Pipe lettgth a 1.S inch 2.0 inch 3.0 inch _C�D x 1.25= ' 7s feet gp,,, �uonw��.iaoaor�. c. Calculate total hiction loss by multiplying � fricHon loss in ft/100 R by equivalent pipe length. i2 0.9 0.2�8 . Total triction loss= _ �� x �S- +100=�feet 14 1.28 0.38 4. • Total he�d required is the sum of elevatlon difference, 16 1.63 0.48 s i head uirements,and total fricdon loss. 18 2.03 0.60 �' ''� 20 2.a� 0.�3 o.ii ' 23 3.73 I.11 0.16 �_+ s - + 1.� 30 5.23 1.SS 0.23 (1) (2) (3c1 � 7.� 2.06 0.30 40 11.07 2.64 0.39 43 14.73 3.28 0.48 TOTAL HEAD ��feet SO • 3.99 O.S8 SS 4.76 0.70 60 5.60 0.82 C. Pwnp selection 1. A pump nnust be selected to deliver at least S3 gpm (Step A) � ,� with at least 1�_feet of total head (Step B). . • • _ ., � P�,�,UR,B-D IBUTION SY3TEM'. � °�0 �T10N °���°D uTeau. � l. Select number of perforated laterals � TOpwN �' a a�w�aaa t«iwr- "' • waw toM w.r � « «;r�r aww 2. Select perforation spa�ing=�_feet �ow�,��, 3. Since perfora�ions shoutd not be plac�ed c��er than 1 f�to .., . . ..:... . � .��i'rr�.."t�o. the edge of the rock Tayer(see diagram),subtract 2 f�from ': ««.�.�. �" �" the rock layer 1e�ngth. , ... .,.::: .:. . .,.., �'.�.�.�. �«""' ���-2 ft._��feet TABLB OP P�iRPOItATION DI9C�IARCBS]N GPM 4. Determin�the number of spaces between perforaHons. H«d p�ra„ao�,a�„+�a,►�.� Divide the length above by perforaHon spacing and round ��� ��• down to nearest whole number. �.� 0.56 094 Length perf.spacing a 3y,� ft.+ 3 ft.��_spaces z�y a� 1� (#3) (#2) zs o.a9 �a� 5. Number of perforaHons is equal to one plus the number of . �A �� �� perforation spaces. s.o �.ab i.6s I� s aces+1 a �2 .v��.o raoe�r�a r��a�„w�,y.�. p perforat�ons per Iateral bu�e�.ot�eo��a r��r�.e��ts 6. MulNply perforations per lateral by number of laterals to get total nwnbe�r of perforations. ' � Table 2 � x.��_� perforations M • ,,�,'';w'�'°''",°;;%�b,e�.w�rt.l�`P°' �'�"� l.�ItlC11 �.s 1DC�1 Z.�11IC�1 7. Deterniine required flow rate by muIHplying Z,S 14 ,'( -18 . 28 number of perforations by flow per perforaHon 3.0 . 13 �� 17 26 • _ . 3.3 12 16 23 4.0 11 , lS 23 7� x � ��gpm. S.0 10 14 22 . 8. If laterals are conn to h der pipe as shown on upper " example,select minimu r uired Iateral diameter from .,�. . table 2;enter table with foration spaang and number .of perforations per Iate l. lect minimum diameter for . .perforated Iateral� in es �,,,✓ ��. , , �/,,.• 9. If perforated lateral sys is attac to manifold pipe near the center,as in lower ple, rforated lateral length and ""���s^� nu:nber of perforations per ral will be approximately one �'"""""""` half of that in#6. Using values,select minimum ��� �` �'''" d�ameter for perforated teral m table 2 � �m�^-� perforated�ateral�+„_, inches e� ._. '" '� ' »M �� Y�M usc. 2 �� /.D. Pv� % � �i�.',�,� � � �� � ,� �� 1�� �a�ti� o� � ,�� d��s :� �� � . �1se ��s �vu . . ��/ 6e�� ����- ��sf�/ � s�/f�c� � �.�c ��eh . - 6� s:.r�u/f neous/ - ��k �-. ,�as� � �` sd.�c . , y . . . ���to�. � LAYOUT OF PERFORATE� PIPE LATERQLS FOR � � PRESSURE DISTRIBUTlON IN MOUND � ' PERFORATEO PLASTIC 'PIPE , ; . � SPA�ING � • � PERFOR TER.NPERFOR�A�T ION p O 6� F�RArION � � END s,z �E aY BE 3�16, '�32; ��� � PER � � � V 1 E1A/ o /4 . , �s MANIFOLD . � PIPE - pEftFPRAST'CS PiPE 80TTOM OF . � 40,, � �—_ _` _ _ ;� _ __ ; . . ' ��PP E ROMPUTMP) ' � • � . . END CAP 40�� . E`{AG ' � ���5 E p �a1 . N ` r . . ERF�RAt PUMPin�i� c�r�►� '! . .. rN �F P . �. �. : . . �ENG. . . t � — Loye,r of gente.rl�'e ' � �� Loany sa�d cqo . � Parla,�oted Lotero/ Per/bvntad Latevd Grrasa co�r 6, t�' ::.;. ..� ... GYea� sand /,�'/ • ..::: ... .:: ..::.•.• •:... ', r+.r�. ,,t, '':;,v;. .r'•... ':t.,h � � � � +4 .•�oi 9 7��t�'` ... 1 .Z, .<� ��' 4�s. �T" i':r�.•�+ �.^.,�'a�;M r„''a.�: �'�w'�'*���.'��?'���;'.;}+j °:�'A�_�i,,.Y��a'r MoxJim♦um s/cp :r' :�:a�.%:,.�:' ..�:;:�..t•;°: I��*hAnY� . � l� / l "�'� tit+�'i���a+�.::K4.'�S.Mt •,V• �^','p'M��ti� W� .r'4aj� =d=���1•.►�4Y:�:�:j� + •• ZD �(�Q . �.t".,'�y��ii«<;s�.t,"r+w ' �� , , �' .e�T�:.�: . .---�§j� . . paen mc�r 3/4 __�, ..�-�' ' ro a �/� �,d,� � Prow�d a. Mott/ed sod' Dlaked sarlfoce Cr-oss Section A—A / ' P�oe fiam / pump�ig chanbeer � � ��. 9��,}��5 ��g �� � � � i c�n san� - ZZS' c.�. u�d� I I I I I I I��,� �� �� �� �� �� �� �) P�f�t�Lot�.� I I I I I I p�: t �a ��r I �o- �Oarn� sdn� - �" IA�cf II I I �o cover enE�n. mound dl'r.� ' ��t�S. Bed ar�a I I I I I I I I 3 5� � 375 sq. ft. � h � I �I I ( I � TD�Sf�i� - �o,( Ia ye�r r0 I I I ( I I Bsd/�gth 5 CaJtl` L�rl fiPL IrylOUYl q c�1 1� I I I I I I 37.5 '4 Lo�L Cc.t� S I I I I I I I I I I I I '4 � �l �I �I �I �I �I II �i�IPY1Si0V1S1� I'1D} 2S�iMo���j I U1l�lfj�'kL1S To VCP1� MOf4V1cf I I I I I I �OfISI�UU IOY1 � � 21 2� 10 / i � 55 Totd width � \ � P/on �ew Dua/ Bed Mour�d DATE TIME CITY OF ORONO CALLED IN �U ' 3'�1,� �- �b �"I INSPECTION NOTI,�E SCHEDULED l � --. ��i/o =c1v +r-J PERMIT NO. �' "'��� COMPLETED ADDRESS � `� -�����z�--�-��-- OWNER ����zc-���-� CONTR. -c %�! - c� ��rL � TELEPHON O. � DESCRIPTION � � � Ot FOOTINCi 11 ME ICAL RI 18 D(CAV/GRADINO/FIWNO y 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORElWETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z p4 WALL Bp. 12 WATER HOOK-UP 17 SITE INSPECTION Q = OS FINAL 74 SEWER HOOK-UO O6 PROGRESS ~ 07 DEM�SITE 27 N7� 21 COMPLAINT J � 07 DEMO—FINAL 15 SEPTIC INSTALL. �, 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FI 35 HARD COVER REMOVAL � 10 PLUMBINQ FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO 1� OU• YES_NO � COMMENTS: ��� �" � W a � � O � � O � W � Q � Z W � W � � d �WORK SATISFACTORY:PROCEED ^ PROJECT COMPLETE W WL CORRECT WORK 8 PROCEED � ISSUE CERTIFtCATE OF OCCUPANCY O C7 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r PMOTO 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 OwnerlContracto Inspector. �t-� White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN � � INSPECTION NO _CE SCHEDULED PERMIT NO. ��`� COMPLETED ADDRESS OWNER CONTR. TELEPHONE NO. � DESCRIPTION � 01 FOOTINO 11 MECHANICAL RI 18 IXCAV/ORADINCa/FIWNQ �Q 02 FRAMIN� 13 MECHANICAL FlNAL 18 LAI�SHOREIVVETLANDS p 03 INSUUTION 24/25 WOOD BURNER/FlREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 StTE INSPECTION � 05 FlNAL 14 SEVNER HOOK-UO O6 PROQRESS � J 07 DEMO—SITE 27 SE 21 COMPWNT W 07 DEMO—FlNAL Y2 FOLLOIN-UP = 09 PLUMBINO RI 23 SEPTiC FlNAL 35 HARD COVER REMOVAL v 10 PLUMBiNQ FlNAL �FOUNDATION R AL Z OWNER/CONTRACTOR TO MEET YO : YES f10 y COMMENTS: — '— S Q '� � W a � � O � � O � W � Q � a W � W � � d WORKSATISFACTORY:PROCEED �_ PROJECTCOMPLETE W � ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W � �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP OROER POSTED.CALL INSPECTOR C CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in advance.473-7357 OvmedCa�tra Inspector. White Copyllnspector's Fik Gnary CopyfSita Notics DATE TIME CITY OF ORONO CALLED IN �G:/! ti��� INSPECTION NOT1C SCHEDULED /%�/.z i/`� /Ci =c'-r PERMIT NO. �� �� � COMPLETED t� � L � ADDRESS ��� �'- `y-I`_� �F�r 'zfic�r(? 7 OWNER��-./',ry�--n-� CONTR. -'�� TELEPHONE NO. ��`' - � 7 �' =`�" � DESCRIPTION 'ai�=-� � Ot FOOTINO it MECHANICALRI 18IXCAV/ORADINOJFIWNd � 02 FRAMINQ 13 MECHANICAL FlNAL 19 LAI�SHORE/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-UO 06 PROGRESS ~ 07 DEMQ--SITE 27 SEPTI�+MAINT. 21 COMPLAINT J �"'-----.. W 07 DEMO—FINAL � 15 SEPTIC INSTA�L.� 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTiC FINAL 35 HARD COVER REMOVAL v 10 PLUMBINQ FINAL 36 FOUNDATION REMO � OWNER/CONTRACTOR TO MEET YOU: YES NO � COMMENTS: '! �� A�r:� � — � - -�r Q a ; � J O � � O � W � Q � Z W � W � � d WORK SATISFACTORY:PROCEED - PROJECT COMPLETE W � ❑CORRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT �CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR C CITATION ISSUED ❑ INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.47�73�J7 OwnerlContractor e: Inspector. White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTIC��F SCHEDULED � � PERMIT N0. � ���� co PLETED ADDRESS '""�� � �� OWNER CONTR. ' '`� TELEPHONE NO. , � DESCRIPTION � 01 FOOTINO 11 MECHANICAL RI 18 D(CAV/GRADINd/FIWNQ y 02 FRAMINC3 13 MECHANICAL FINAL 19 LAI�SHOREJWETLANDS Q 03 INSULATION 24/25 WOOD BURNERlFIREPLACE 34 TREE REMOVAL Z pq yyq�,�gp. 12 WATER HOOK-UP 17 SITE INSPECTION Q r OS FINAL 14 SEWEH HOOK-UO O6 PROGRESS f` 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPIAINT J Q 07 DEM�FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL �+ 10 PLUMBINQ FlNAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES NO � � COM M ENTS: '� � � W -"' � � J � O a � � O � W � Q � 2 W � W � � / d O WORK SATISFACTORY:PROCEED j PROJECT COMPLETE W ❑CORRECT WORK&PROCEED �G ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN `- ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARHANGE ACCESS. Cali for the next inspection 24 hours in advance.473-7357 OwnerlContracto it Inspector. " � Nfhite Copyllnspector's File Canary CopylSite Notice �a � O bCb C SB Q b y ALT - y cbL s ,� 1 G @ @ � 6 G y y RI W No z cq a y tD S rD q C 0 3 O � O bCb C SB Q b k. y ALT - y cbL s ,� 1 G @ @ q a Z to y y C• tD rD q C 3 ( ) 1,6 NNS 3 47 Cb tQ �m O � O bCb 61 cam• ©y cfi� c� ALT - "J - C• tD rD q C 3 O � 61 cam• ©y cfi� c� ALT - "J l6 i 3 ( ) 1,6 NNS 47 m Q 61 cam• ©y cfi� c� 1 a l6 1,6 It tQ �m O � Q q �• y