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HomeMy WebLinkAbout1990-003443 - septic system PERMIT CITY OF ORONO PERMIT TYPE: ��;�:�,:��; �� �jH��; 1335 Brown Rd. South • P.O. Box 66 Permit Number: '-f'l�����_:�� Crystal Bay, Minnesota 55323 Date Issued: i �j�����''=��� (612) 473-7357 SITE ADDRESS: �:'�t� i'i�_;i_i_:iiVIJ�Y: 4�;L� �L_n� r.-, - � �'° . _ . s�{. : .i:C�'"'� .L'e��—•:'._;—y..:.—_3i 1.i. ! DESCRIPTION: •��t'_'WI�I� t:t ����•f.:}y r t f��,!}f). I.. } t�'�` ._:•�,�'� t �.�• ���f��� i ��! � ! _ -r� "!":_, �..�ii:.�,��.. =��+�J,�r'1 t:t 'A�c'I�-;�.'i' VfL�i'�. i 'tC:f=' t'��=_�=��'1::_i•i�•,� � � :., �k"� �c� � '�r� ,�E�^ � �a' � � �' 4 "�k€. "a'h +w!-� ,�,v- �*�`��� .'�-,- �, '�-ti^,�� , .. . �:�� _�" � .� � '�� � .. py�k ��� x�� ��� �� ��' �,�� �"�" s� �i��"��° � '� � �� � �� ��v �i � �� ���� �� �y !��� � a';�" r�Y''�"�"z: f #�„ �� s w , x�.,� ''�, ��. � '� �.� � . i, - � �y � � � �^; -rr;: _� :.r„der L.i i � 'ur i.iiiLqn� i:.i trirLi ��t�i_ji.•� �- •. ",uh�t 73 REMARKS: � .�. ..,.: i L41 �— '!r� V./. L'�Lf T �•�..�1 V i':i'iii!i!i!i 3i} u �r� -�� ir-!- r�� }s� r �- �� -r�- iLi::,iv��vv�.� 't �i�F'�1�_�i�G.L.� ('��Il I'f F"�J = il C_F"f_t!"4 I . -r� i%.% uu ,.iii :'`ii�fe' Ti " r t FEE SUMMARY: ---�-i�.�:. =����1}�� _�,�� .':Lt_L1! ! � 1!Il9f71 !L'7.! l�.i��'i�i; "Sf�3 !1�li � ��aCi 1t11�1 LU�' t:\!Vt t\V1 . :'l.."r�J. s.,,�; _ St.'._...•!V l.?G�'�h' ��N -i'� . ' ' -' i'i i�ir.j i''=. _:. �;-_: �..:. :... : -...�:�. _.. -y� , ._�'._: � ,.:.._. __...__.__......_._..._...-- -"- - . .. _ _.. . i'� ..._ -: . ... . �. . I CONTRACTOR: -- ���;==lic.i.�:} -- OWNER: T •f'ii! f'.p!4: 1•'"�.� "hi L.:�.f._ :-�F-�� n:>�_�- E�I'! }::.�fy� _i�_���1'V'_:I_ii`� _��_�iFi! r_ . _. . _ i-F•.�r f I .I'a _ _ r,- -•r• r- r�--+ ' �-{I_li �����_�r'; i1�.I - r ,_`-7:) i __l_1�1 t �.:_'�+Y.�, i i�_��ii��.i{yt;j`•_�i 1Ji_.. niJ - - , . 1: �� r C -�r i :fi{,ii't(i�f i jl+I _ _ :.�_"'f l �_�::h��� L_�;r�•.f: i°i+ _. _. :,�,f�, _. �:���.';�:� =+; _ -�==,i�,i � ----- -------_ -- v.��:_ ; ,�,�r,,...,-:,-•;- �.:- -• f • • : �� ' > -.. . _ _. .. .. ., r�- - - _ . ::�. _ _.. _ �; .,_ , _, +lF. =..t.Ff..... � .. � -j 3., ?y ? "f i_ }::nP..,(_ j :'.�L_ !t `�s�t�_�rf��f ZF �4' E . ,�_ i i�u�_sc-_Il•_!1.i�;3ui_:,% � .. .r-:Y , , _, _ `•�° _ � r[, j 3s t_ �P i?_L7 � `.4`,�? . ,..7. i : i , , � ...� . _i� �� ['�°{_ . _°_3F :. +.._L 1 ..�;._t_ K� 7 "1 '�{._i_ t_•J. r'� i_:}"- t L . . � _. ._ ' . _ _ " . n. �. i .� �_:=y4_i �_.;'l�_ � F�:3-�r�4_.C.__� .. .!.• ._. : t-i ! .,_ l.-. . .....i,�tl'.--. .., . . . C.;.. . _..... .r.�._.. �. _..�i: r��_ . _. ._... t....� ) �_ . � _ . . .._.. ,_. r.. . , :�, �. .: ti s� - � i vt-� .it � _ . , . � � _ >.. _ � .��.,�� � / APPLICANT%PERMI SI NATURE � S D BY SIGNATURE ;,�'"' .� . � ��L�VB ��� � . ' CITY OF ORONO Permit # � S$PTIC SYSTSM APPROVAL Fee $ . � Entered By The General Contractor wi 1 1 be given a copy of this report and is responsible for its distribution to all snb-contractors. S$PTIC SYSTEM DESIGN IS NOT CONSIDERED AS APPROVED DNI.ESS THIS SHEET IS ATTACHED. LOCATI ON: � !D /�1'D t.l-.C�� �e,(Z, �/�� GFNRRA7. CONTRACTaR: ST�1N�-� � LI'ti�� PHONE: SSPTIC CONTRACTOR: PHO�= owx$x:��r�� �� ��'�N p$or�: ❑ APPROVED `�CONDITIONALLY APPROVED: (Note Changes Below) / -` cor�rrrs: � �,e �owt� : �i�-�x^ l ZS� - /C7�C� —12 S� ��uw�' � �:�� � �ey�ch� i�-�.��J�"f�'t.b /IDU c s' v�J .��...v� r�o�C�-s �v� � [,sO�l� r �..awl � !��` ,�� �:-1 N� T�Z �� 20C� c3�:�t.�J F/t�� r �/�,cNt�-r '"�.G'J o r �D�!-� ' V E�'`r�.-i ��✓ �✓t i'✓t/� .5 P��-- �/� S 9 T� J � �� L ���-' "- t= -r�'--�rJ C-,��' ��:�r��.T / � s , _,�., �� �,�� 1 � j - C�.,r;�;-��J�_,!� �.:>���; ���� ��.._, -�;`��..._.�---��... � �� .� NOTICE TO IIQSTALLBRS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspections 24 hours in advance. POTICB TO GSNSRAL COHTRACTORS: Primary and alternate drainfield sites MUST be protected prior to and after system installation to avoid compaction of the natural soil. ALL DRAINFISLD AR�S I�IDST B$ FSN� 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 the Inspections Department has verified that primary and alternate sites are adequately protected. PO YBHICIILAR TRAFFIC OF AHY 1CIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. This appiies to the lot you are working on and all adjacent Iots. You could be held liable for damaging sites on neighboring lots. V$HICIILAR TRAFFIC CAF CAIISB SOIL COIiPACTIOR, REFDBRIPG DRAINFIBLD SIT$S UAIIS�BLB. Enidence of traffic on drainfield sites may be cause for revocation of building permits. Damaged alternate sites must be replaced before a Certificate of Occupancy will be issued. � � ! - t I �F /D-3 �� �� �1'" r'�� -�� Date Approved By City�� Orono � ' • ,r . r. � . , . � i'� ./ � �I ". r � � ft +' - ! L ` t 1 � `•• ) ' ' �� � . ' • �. �\� ` � � �� �, , �- , . , • •, , . . , �,� , . �� , \ ��, .\• , `•.` 1 \ �" �` �'. '. � ` �' : r•�-�- '- • ' . 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N�.��� 1• . ♦ ��`. .. ; , •�`���-;w ``w, 1 . �` `_� �� . ' •�• � ` . M •,�` •, � _� 1 � •�. • '�` �� �. +�.�� �,w�.. ��=, „�� � � .`� . ����• ^ti.• ��... �V.� \+� � 1• � �`� � \\ 1� � —� � r � '�� � ' ��1. `� ' ..� •� \ 0�,,,,r� •� �.^ `� � ' ` '�r � `�" � • � `� "\ � '`'- `` ' `\ __ \` `` f�r � ` ` .`� ti \ , .� ' � ���� � , �� .,� �`` � '. ` ,` �.. •ti� ,;` .. / e'��` . \ ,�` � �� . . ` � •. ` ,�� 1 � �' ;� ' . •�, �� � \ � � � .� �. '� \ �`. �� / �t \ �`` �� '` .s? � "�,,� , \ �. .. 1 \ � �, yNr �,� � ._�..._— •1 ' ,�..� `�� \ <NT � r . .. �f . '�• \ \ . . �, + � `. ` � . . • '''l�,,�'�a9. a , 1•�'� zr8 .. -��� S �, , •.,,_� �, �� � � _ . �s � `~ �'�-: ,,,� + �, .�..��...�.. �� ` W � �'� ��+iti�� ! � , � '' � �� ♦ ,\ ��� ..,����..r �, � \`•��, � - 3. � '\ '.�+�" t 1 �+ � ` , .► i � i. � , ♦• . \ \ � .1 . r . . ���, : , , � .. . . � � . � . � ' ' � �� � �� � �, .,. * /. , �-� � �� . , ., . . ,�� . z , �►� . .' �� + � , � � '"'�. i •'''� .: 7 �95 •• �s` , 1 t `— ,'1 � " `•' � ' � A . � • � � � � � � .� � � , , s; ` , S S '• , -�--�� . / . �� � .f r ,!� � >>> � \ �, �� . 6'�`•'�� \ . � � �,� .�. � , , . S-P TESTING, INC. 951 KATYDID LANE ST. MICHAEL, MN 55376 � 497-3566 Steven B. Schirmers October 8, 1990 Steiner & Koppelman, Inc. Lot 2, Block 1 Holly Acres Orono, Henn. co. , MN / ' -� This system is Designed for a Type 1,; five bedroom home and in accordance with the Minnesota Pollution ControL, Age y�hapter 7080 and local ordinances. � The soils on this site are typical of SCS soils z�apped - HeC2 - Heyder clay �loam & HeB - Heyder sandy loam. A seasonally high water table was located at 54" , 56" , 58" , 60" & 78" , (mottled soil) . The bottom of each trench must be located at least 3 ' above the seasonally high water table. A Shallow Trench System may be installed 18" deep. The soils at a depth of 18" & .24" have a percolation rate averaging 13 . 6 min/inch and are adequate for treating septic effluent. A pumping chamber will need to be installed to lift the effluent to the treatment area. The po�rer 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. (Mercury floats are a good method) . The supply line pipe must have back drainage to the _�umping chamber. All neighboring wells are located more than 100 ' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction as much as possible. The treatment area should be marked off before construction. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Recommend to pump the septic tank every year if there is only 1 tank & every 2 years if there are 2 tanks. �' '� Soil and Percolation Tests ���• ���� Septic Srstem Design Steven B. Schirmers AS SBS/ds � , : FZ.Gti1l . D.� � ,. .i. ' �ted '� '�C� gpd(See D-7 or I-3.4,�or .. ..—. onw.� s�iwos aow� w a�u.oN� r� �, � SEP'fIC TANK VOLUME � i �`II �s�'_ B. t -�o 0 0 �- i-1�.�� gsllon:(See G3 ot G� w�1.���u� ��S�oS,,L : �oo � m �w �ox ] A!0 �0 tl• ' M • . ���1�!N�Nil;011�dib� � ' Ts0 �00 f!s � �eNA G .DePeh to re�tri�dt�6layQ• y. .S �� —.�' teet s �ao m st� '�.. D. �i�a�m depth oE sys�em C-3 h•�_feet t �a.o .00 sso � E. I'e�Ldan rats /==MPI . • ��oo • rrs •a c«�r�. F. SSF •L�2sq�SPd�See D�.&29) �� - s d 1RFNCi�BOTi'OM AREA H. For tr�lxs with 6 inches of rodc below the pp� C-3 . • A x F=_x�'_sq k of bottom ua =a�nc T�uc c�rnccmu, iN o��LONs l. For�d�e with 12 incfies of rock bdow the pipe: . A x F x Q8 s 7 b x .�� x 0.8 s/o�sq h of botton�a��►0�1,►�o� wrwar •• �� ��o�'*� J. Fot tr+a�Clus with 18 inebe�s of Txk below the pipe: �oas uoMo w�on oaros.� A x F x 0.66:_�x�x 0.66•��q k of bottom aro� � a� ��� ,��� i K. For venclxs with 24 inches oE rock bdow the P�P� �a�� i��� ,��� AxFxQ6�__x_x0.6• sqhofbotbmarea �a,� ���� __�� HED BOZTOM AREA � ' . („ FOc leepag!beds with 6 Or 12 inChes Of tOClt belOw th!pipe; '.�a� :��� ���� 13xAxF= 1Sx_x •_sqftofbotton+area ' ROQC VOLUME IIY CU Ff �i. Rock depth below distribudon pipe Plus OS fa�t dmes bottctn arn: � M�Roc�c depth+6 inches x Area(H.I.1,L.K) B-29 (�+OS h)x i,o z .U�cv ft ' so� c+u�� � .u+�s ROCK VOLUME IIV CU YDS N. Volume in cv h divided by 27 "" � "" "�'"""'"�" �rlu� YK t�w�nR 4 M•27 s cu yds 1y�3«Z7 s�cv Yds ,,.,,s:o.a. �o'�is •.��a..a. I�.e�� , 1tOQC WEIGHT ,r,�..,,�,.��• �r�s,.� — — �. CYbIC Vi11dS lltlflS 1.4�tOfLs o� n s I iw I oa � �.� aa n a nt rr�M �a o� . N x 1.4�tOt1S�•x 1.4 =�t01tS �w a �tw►Wr �s� � as� ���s N � �w ` u1 ob DISTRIEUTION �� •• •• �,v wr. so. a�. .s w M or.�r � a.s (Q1l�t 0!f!��Ot1 S�O�� ��w.,i.�.��.��...� ����i�f Y�.bi0��� Nr�M����w����wrw '�r��������.�������� Trenches ✓.D�oP boxes(any slope) � � .. , _Diseribution box(level to slighdy slopin� _ • �t * �y .I.�•�•rI.IN•�•r�.�•�• �ci��i��V aii ti�ti���������M��W��ti����N� }� `,� J •/N�I•I�I�I�hNI�hI�hl� �y��,'py� 1 7G���Y�h�i ? h M�INM�I�hMhN M�M.�1.�� ' . ' �� � MN�•�N•� •N�N•11 � Q. Divide bottam ares b;r trench width: (H.l.l.or K)•p�. J " > «+���.• .•.•.i;� . �_Y, �.�.�. .�.�.�.� �u�d1 �iR� E r� ��~j~M~ N�N� . � ��♦ �Z i��IAN�f� , tiN�N�� M�N UWN Miff �~I�H H+,���� � R. Sded tr+erch spadng,center to center•�feet �;:,.`,..�".,��,"�: � �� � .�.�.�.�.�.�.�. � ♦.r�i.i.i.i.�w.i•r�• S. Multiply tr�nch�aCing by tinea!feet R x Q•�q fe,ot lawn ares ••,.•.•.•.••,.,••.w•.•.• I�MNI�/�NI�NI•I�I d�IIIC�1 � �G.. +6.i+��^f �M4•��M��N/�M1�MNM �, x � c-� ft �h I�MI�I�I�IN�NI�I�I� �11C�ef�(�L'� �����K����K�M�•��w�� MI•I•I•��hI�I�I�NNNI• ♦�1N��N�MM1N�����W M1� ���������I�HI�I NN�I N�I� LAYOUT f Ux ocher side) C�NiI hINN��~�NI I� ti�ti����K��K�M�N�M�i1�� �� t.Sdect an approp�+ate sc�le:one sqwre• feet. 2.Show pertinent property boundanes.right-or-wav.casen�ents. a.Show location of house.gara�e,dnv�wav,and aU other . improvc�nx�nts. exist�n�or proposed : . .1.Show lopec�i�and layout of scwaGe trcatme�t system. .. � C1�e��.r I��ww��n�nI..���n��u..�lv wn11 t , , , �. , �t � . • I . Debamiae pom�caPadtT . . Mi�imum,sugge�trd ts 600 gallo�+s per hour(10 gpa��o seay ahead of . wa�oer usa:ace. �m�mn w�eoed for�div�ery to a d:op booc oE a hoeee syseem is Z.?00 g�Ilo�s Per ho�a t�gpat)eo prav�t bus7d-ap oE pnmaae ia�+op booc. ; U�e valae fro�dnign oF peman�d��ribudon sy�mti , SELELTED PtJll�CAl'ACl'YY�SPm ►"��'x . �P�+N� P�a�ut ot D� .�hpd jtqs�mbt � . 1 I 4.s' Eirysda�di�a�oe betMre��aod ponu of di�rge. �.v.�os Di�s �eet , If pumping m�p�n�e d3sdsbuaan sqs�n.add$ve feet fot pee�uz �'� � ' .. �-tsb ��^� 13 indt t0 iaeh 3.0 iael� � ��b� � hisi�l��100RdpM a. Eaber ftiction b's tabk urith Epm and pipe diaa�e�et. Ite�d hiCtlOtf�in feet pet 100 feet irOm p�ge R18. 10 0.69 0.2D- F.L=3,,a_fL/100 ft of pipe �''o►a . •i4 %� o�.3s : b. Debernrine tOtal(7ipe 1Qngtlt fronl pan�p tD disCttaTg! 16 1.63 0.48 po;n� pdd 25 peroa,t to pipe ia+gth for stting �a zo3 0.60 loss.Ot tme s 8tttag 1C�s Chsrt F.Qnivalatt P1P� ?S 3.13 1.11 Q.16 lengdt-1.?5 t�es PiPe length� 30 J.23 1.SS 0.23 'i�x 1.ZSs �_�fee! 35 'f.90 206 0.30 c. Calcnla�e total fr�ticn lass by multiplying � 1�3 3.�Za as fric�ion lass in h/1001t bY���PiP��8'� So - -- 3.99 o.S8 TOlil friCffOn lO�s i ?�=_x 1_f�=100•_�fe!! 33 • 4.76 0.70 4. Total hesd required 3s the sum of elevation diff�aence, . � 60 5.60 0.82 �. speciai hdd tequirea�astr.and total frictfon loss. P �"=-'f= . . (� � �� TOTAI.I�F1lD �_feet . . • seiecKon ~A pump muat b�xlecsed taddivet at kast�gpm tSEe�t�with at least �� �feet of totai 11ad(Sbep 8�. ' m+M••m s� r,.ow: �a�u.�ous �a oa► �a�ae rti.c ar �csiocMcs , t a � rs ). Toql Pna+poat Volume - : �oe m �.o .o,r, l. To nu�omi�e pump IiEe xkct sump si�e for 4 to 5 P�P aP��PQ�Y• � : .00 ;�; =n: � �� `.�8Pd♦4� � �`� 8sllo�u Pet d�e 's e's si� � '��' ! GkulaEe dsainbaClc s �aso �oo sro � l. De�tu tOtal P�Pe�6��� • tsoo sr� +a� c.�..n 2. De�ermine liquid wlua+e of pip�_,�,g�llons per 100 ieet. (ue page RIS) F I$a 3. Multiply I���wh�e�badc�titY�+� m.n�aer c.no�-4 �ao rea 'S�ud draiab�elc q�►is 10 pa+o�rt oE pnatp�d qusatih►. A lae��e dr�dc 1.25 . 7.77_ �eesnts�wiU d�pump�ation d�d�ncy�iiBhttY�P�P�S� ao�es ars ,��y��y�u���.e«� n�o�a�►�. ' 1.5 10.58 2 17.43 3. Tota!pump out wlume eqnals dox volwme sdrainbacic' To��� � ' 24.$7 ,���gaito�'per d°'e+-�3-gall°'�s 3 38.4 4 66.1 • CE��Ik'ICATION � 00627 Logs of Soil Borin� Location�� or Pro.ject Steiner & Koppelman, Inc. Lot2,B1k.1,Holly Ac.. , Orono Borings made by S-P Testinq, Inc . Steve Schirmers _ Date 10-4-90 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in feet Surface e�levation 114.9 feet Surface elevation 112.0 0 - --- � ' opsoi ar rown oam-- Topsoil dark brown loam � _ 6n � � 8n 1 _ Brown clay loam 1 _ Brown clay loam 8" - 1-1/2' 6" - 1' 10" 2 - 2 - Brown loam 3 - 3 ' 4 _ 4 _ Brown loam 1-1/2 ' - 4-1/2 ' -MOTTLI G 5 - 5 - Rusty olive brown 6 - loam 6 - 1' 10" - 6-1/2 ' -M��'��I G � _ � _ Olive brown loam g _ 4-lf 2 ' - 8 ' g _ 6-1/2' - 8 ' End of boring at 8 � feet. End of boring at 8 � feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, hours �after boring. hours after boring. Not present in hole X Not present in hole X � � Mottled soil : Mottled soil : Observed at 4-1�2�feet of depth. Observed at 6-1�2� feet of i3epth. Not present in hole Not present in hole Comments: Comments: . �E��I�iCATION � 00627 Logs of Soil Borin� Lo.cation or Project Steiner & Koppelman,Inc. Lot2,B1k.1,Holly Ac. ,Orono Borings made by S-P Testinq, Inc . Steve Schirmers _ Date 10-4-90 Classifiction Sy�tem: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : fIand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number 4 in in feet Surface eTevation 113. 7 feet Surface elevation 115.4 0 - _.r._.._ , p _ . -- -- Topsoil dark brown loam ' Topsoil dark brown loam 0 - 8" 0 - 10" 1 - Brown clay loam 1 - rown 10" - 1� 2„ loam 8" - 1 ' 10" Yellowish brown clay 2 _ 2 _ loam Brown loam 1' 10" — 2 ' 8" 1 � 20 _ 2 � 8n 3 - Brown sandy loam 3 Yellowish brown loam 2� 8° - 3 ' 10�� 4 - Brown 3 , 10" _ 4� 2�� loam 4 - Brown coarse loamy sand to gr v 1 4 ' 2" - 4 ' 8"-MOTTLING 5 _ 5 _ 2 ' 8" - 5 ' -MOTTLING 6 _ Rusty olive brown 6 _ loam Rusty olive brown loam 7 - � - I 8 _ 4r.g�� _ g � g _ 5 ` - 8 ' � . � End of boring at 8 ' feet. End of boring at 8 ' feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, hours •after boring . hours af ter boring. Not present in hole X Not present in hole X � . Mottled soil : Mottled soil : Observed at 4 � 8" feet of depth. Observed at 5 ' feet of � depth. Not present in hole Not present in hole • Comments: Comments: , eERTIFICATION # 00627 Logs of Soil Borings 1 . � Locatior�' or Project Steiner & Koppelman, Inc.Lot2,B1k.1,Holly A�. ,Orono Borings made by S-P Testina, Inc . Steve Schirmers Date 10-4-90 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two.) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 5 Depth, Boring number 6 in in feet Surface �3evation feet Surface elevation p _ 0 - - Topsoil dark brown loam Topsoil dark brown loam 0 - 8" 0 - g�� 1 ' 1 Brown clay loam � Brown clay loam 8n � 2 � 2 ' 2 Brown loam 8" - 2 ' 4" 2� _ 2� 8�� Brown sandy loam 3 - 2 � 4�� _ 3 � 2�� 3 - Brown loamy gravel � Brown loamy sand 4 - 4 - 3 ' 2" - 4 ' 10"-MOTTLING 2� 8�� - 4 ' 8"-MOTTLING Rusty 4 ' 8" - 5 ' �oa�i brOrave 5 - Rusty brown 1Qamy 5 - sand ROCKY 4' 10" - 5 ' 8° 6 - Rusty olive brown 6 - loam 5 � 8�� _ 6 � 8�� � ROCKY � 8 _ „ 8 - , End of boring at 6 ' 8" 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 4 ' 10" feet of depth. �bserved at 4 ' 8" feet of �depth. Not present in hole . Not present in hole Comments: Comments: 11 1 � � CERT.#�fl0627 . . ,�_.._ .,,� PERCOLATION TEST DATA SHEET a.m. Peccolation test readings made by �—�p�tin�. I nr�—^�LO—5�9.A �tarting a� � . , � �_� , Test hole locatio� Lo t 2,B 1 k.1,Ho 11 y Ac. ,Hole number 1 ,Date hole was prepA��+ 10—4—9 0 ' 1 g, �nches,Diameter of hole 6 �nches Depth of hole boUom . . Soil data from test hole: Depth,inches Soil texturc p — g�� Topsoil dark brown loam g�� — 12n Brown clay loam Method of scratching sidewal Knif e pepth of gravel in bottom of hole 2 inches - � �—• 10-4-90 2:OOpm 12 Date and hourof initial water fillin; ,Depth of initiat water filting �nches above hole bottom Method used to maintain at least 12 inches of water depth in hole fur at least 4 hours Automatic s iphon .Maximum water depth atwve hole bottom during te�� 6 �nch�s ^ Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per - inch • 3 :05 prefill 6 _ 3 :15 3 : 45 " 1-1/8 26.7 30 min 3 :5 6 4: 2 6 " „ �� �� �� 4 :2 7 4:5 7 " ° " �� �� � .' Percolation rate = 2 6.7 rt,;,,utes per inch. � � :� • . 1 CE�tT.�#00627 . PERCOLATION TEST DATA SHEET S—P Testing, INc. �� 10-5-90 ���n a� 3: 16 i=m� Percolation test readings made by g �P . , Lot2,B1k.1,Holly Ac. 2 ��� 10-4-90 Test hole locatio� --,Hole number .Date hole was prepare� Depth of hole bottom ?�. �nches,Diameter of holP 6 ��hes Soil data fmm test hole: Depth,inches Soil texture 0 - 6" Topsoil dark brown loam 6" - 22" Brown clay loam 22" - 24" Brown loam Method of scratching sidewal� Kni e Depth of gravel in bottom of hole 2 inches _....--• 10-4-90 2 :00pm 12 Date and hour of initial water fillin,g ,Depth of initial water filling inches above hole bottom Method used to maintain•rt least 12 inches uf water depth in hole for at leasc 4 hours 8��}^m���^ s irhar� ,Maximum water depth above hole bottom during tes� 6 inches Time Percotation Time interval. Measurement, Drop in water rate, Remarks minutes inches level.inches minutes per inch ' 3 •05 ref' ll 3 • 16 3• 46 " - _ 3 : 55 4: 2 � " - " " 4 : ° , �� �� : � p��p�pp� = 5.8 mipules pe[inch. , . � , � CERT:#00627 . _ . . ... . _. ... PERCOLATION TEST DATA SHEET a.m. Percolation test rcadings made by G p T���'^^, i Nc nn � n��� o n �caRing at_�..�.�7 �-m� Test hole location Lo t 2,B 1 k.1,Ho 11 y Ac. ,Hole number 3 ,Date hole was prepare�+ 10-4-9 0 Depth of hole bottom 1$ • �nches.Diamater of hol:� 6 �nches Soil data from test hole: pepth,inches Soil texture p - g�� Topsoil dark brown lo�m g�� - lg" Brown clay loam Method of scratching sidewal Kn 1 f e pepth of gravel in bottom of holP 2 �nches �-• 10-4-90 2:OOpm 12 Date and hour of initial water fillino ,Depth of initial water fillin� inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie G i Fhon ,M•rximum water clepth atwve hote bottom during te�� 6 inches ' Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • 3 :05 prefill 6 3: 17 3: 47 " 5-3/8 5 . 6 30 min 3 :54 4:24 " 5-3/16 5.8 " " 4:29 4:59 " 5-1/16 5.9 " " , . Percolation rata � 5•8 minules pe[in�h. , l. f CERT.�#00627 PERCOLATION TEST DATA SHEET Percolation test readings made by G—p TPSt i n{�' Tn�_ nn i n���4 n ��ing aL'� • � Q ��=m: 1 Test hole locacior Lo t 2,B 1 k.1,Ho 11 y A c. .Hole number 4 .Date hole was prepare� 10—4—9 0 Depth of hole botton+ 1�8 I �nches,Diameter of hole 6 �nches Soil data fmm tcst hole: Depth,inches Suil texture 0 — 10" Topsoil dark brown loam 10" — 14" Brown loam 14" — 18" Yellowish brown clay loam Method of sccatching sidewall Kn i f e 2 �nches Depth of gravel in bottom of hole ��-- Date and hour of initial water filling. 10—4—9 0��p�����al watu filling 12 �nches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Au _oma t ic G i_=hon ,Maximum water depth above hole bottom during tes� 6 �nches Time Percolation Time interval. Measurement, Drop in water rate, Remarks � minutes inches level,inches minutes per inch • 3 :05 prefill 6 3 :18 3: 48 " 2-3/8 12. 6 30 m' 3: 53 4 : 23 " " " � " " 4: 3 0 5:0 0 '� " " ° �� � . Peccolation rate = 12•6 m�nutcs per inch. L CERT.#'00627 � . ... ..._...J PERCOLATION TEST DATA SHEET a.m. Percolation test readings made by G—p `�'A c t-i n g� T r+r-_ nn10_�9()___slaRing aC. 3•l° �� Test hole locatio� Lo t 2,B 1 k.1,Ho 11 y Ac. ,Hole number 5 ,Date hole was prepare� 10—4—9 0 ' Depth of hole bottom �8 �nches,Diameter of hole 6 �nches � Soil data from test hole: Depth,inches Soi!texture p — g�� Topsoil dark brown loam g„ — lg�� Brown clay loam Method of scratching sidewal KNif e Depth of gravel in bottom of hole 2 inches • •�• Date and hour of initial water tilling 10—4—9 0 �¢�R g����a�Water filling 12 �nches above hole bottom Method used to maintain at le:sst l2 inches of water depth in hol�for at least 4 hourc Automatie s iphon ,Maximum water depth above hole bottom during tes� 6 inches ! Time Percolation Time interval, Me:uurement, Drop in water rate, Remarks minutes inches level.inches minutes per inch • 3 :05 prefill 6 3 :19 3 :49 " 1-11/16 17.8 30 min 3 :52 4:22 " 1-5/8 18.5 � " n 4: 31 5:01 " 1-5/8 18.5 " " , . Percoladoa cate = 18.3 minutes per inch. . 1 • `� CERT.�00627 PERCOLATION TEST DATA SHEET S—P Testing, INc. 10-5-90 � 3 : 20 � Percolation test readings made by �� ��� ttarting a � Test hole locatio� Lo t 2,B 1 k.1,Ho 11 V Ac__. ,Hole number 6 ,Date hole was prepared � 0�4—9� Depth of hole botto�++ �$ �nches.Diameter of hole 6 �nches Soil data from test hole: Depth.inches Suil texture 0 — 8" Topsoil dark brown loam 8" — 18" Brown clay loam Method of scratching sidewal� Kn i f e Depth of gravel in bottom of hole 2 inches . �- Date and hour of initial water filling 10-4-9_Op���i�►1 water ftlling 12 inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours A i i t nma t i r �;.,r�n ,Maximum water depth above hole bottom during tes� 6 �nches T�� Percolation Time interval, Me�uurement. Drop in water cate, Remarks minutes inches level,inches minutes per inch • 3 :05 refill 6 . 3 : 20 3: 50 " — 3: 51 4: 21� . " — " �� ° 4 :32 5 :0 " — " ° Percolauon rate � 12.6 minutes pe�inch. .►,_ .�. �� �. x _� �:,�'�'��r.,� � �:-z� �/�j��f' - � _ �i�'i�r • . . ��� • *� a����ti�1y� 1 �vr ,y +%y��f ; qs`c'�:�7_'�`.�- �y'. 6; ��� �' }l. .,i�`; ,.:� I' � 1 �J�-" , i".l�/ � '•; �,S,S`.t,.;ri j�;��i:�-;� . ;'Y� / /�{ �.�' � � . �• ,:.r r �•, y �+.� �� �I � -�..71"�2 �`.�J��, 40. /� !�"•�.:'�'-.�:t�.i.�� �� (. '��::•_;:•�:�;. o� a '� ��,��----�-- MOUND FILL 4"- 6" � � ����Q:. � � },�� _y � � TO ALL.OW FOR . . _� .�. ►��_-:- ` �,��� �� . ;r�-' -� � SE.TTLlNG . � ,k, `!:. / \ � o� � .�:e.:,�s.^ �/... � � . . . - r,.. � ��� �c7 y,� r;, ,� :.•., �. • �� .� . _ . . _ . . . . y _ . . . . I'�/' �Y�ti �-S ' 1 . a.. , �. , ��2�,02,�,��`�`` �."S 1` � .�: .;�,,} �.;,;:.;:, �„i�':��� �.._1-- --1----GRASS COVER /--''��Q�. o y. �' . ; fi'►-': '�.,��'��-;F::j'=' .,,�� . . Q� � � � , 'i:� ���,, . � � . . _:,�Y_. ;� �.;,:''_ ` %'- '"'•' ,- ,'�-- ,� 6., T� � � � � � ;,-, ;;t�� �r= . , . 3 4" �: S0 I L •- ' :'' ��'��' �% i`;;:��� '�,;�'' .' i' COVER A80VE ROCK , � : ;;.; � .'';a_:i.;::�� �� �i � � � . �--f 'k �--� � ti g; ;, f-,-.r ;,.. ,. �.. �, � .; �5 �� �� ��� f ����- ---�—_ � 3/4" TO 2 I/2., -, �,!".;�"`' �,:;; --� ;�. r�. ;, , �_�. DIA. ..� - i�- � � � � �ti�t^.�,.�{;�'�i�:;�-,..�1�%;., � �,� i �v - !: ^ 3 _'. == �� � :�t• �5�!�F 4 :�y:d'' ��;;_;?",- � ,, ,� CLEAN ROCK , � "�'� � � ::. �.>::=�';� '�:..-. r �.-- J 4� :;RA�.,,. .� •.._ . �:,� :�.'"�:�.: - , � ,�Cj � � -_�-''�`�sr��=1`';r�';��-''z �- -- %` �- 4"- 6" LAYER OF UNCOMPACTED � : :�.tRT�.::�:-; :,�. �-;-a:-:,•:.�r,. �% . � • ..j �-'EA E1 :��-� . ,.'_. ,��;�,�,,i'� , � HAY OR STRAW COVERED WITH � � ► �0 0� �•��--��= :����-���:� � � � '.�i`'`"�EtB' E�I. .,;,, �.,+:,�,,,�„�,:;�•-.;.-;,�,� � �� REO ROS I N PAPER or ��+�'� ��t0 R��:' �•. "^?x��"'i�h�'':'�'.�� � � � Geotexti le Fabric '4� � �7 �''�t'`�� �'` � � �L-- TRENCH 60TTOM MUST BE LEVEL 0� -� ,� �:�'�� ���TTp�E�>i�' �. �7\ <� / � -- �j -- R '� ��' � THROUGHOUT �ENGTH .;�S��ET�: �z� ��.' ' �/ :EAR� .=�'`�'�'`v �i : • .. :...� ,� o �'• � `" -- -- 2" MINIMUM ROCK COVER A84VE PIPE ,: �.�.: .;;; /// .� --- :`� ��:=:;``'�• /� __ ��''�`2' �� . ��;,..:.�.�� /`'/'— �,k. ---6 MINIMUM ROCK DEPTH BELOW PIPE . ' � � / � ' . �EpS T �" /�'L"' P-}-��J" 4" DIA. RIGID PERFORATED PLASTIC PIPE WITH ONE �� `0�h°,. pT3 FEE / � � ROW OF HOLES ALONG BOTTOM - ��\ � �''� --- � � / / WATER TABLE OR IMPERVIOUS LAYER SUCH AS CLAYPAN, c . \� /i� ROCK. ETC. � \\\ ��/ i . / ; r � t �. �. \ I�RENCH ROCK COVERED WITH f'ERMEABLE ." - SYNTNETIC F�BRIC OR 4'� LAYER OF MARSH HAY OR 4 DIAMETER INSPEC1-10N �� PIPE TO NEXT STRA'J�l OVEREU WITIi UNTREATED BUILDING � INI.ET DROP 80X PAF'ER �RCD ROSIN) WELL WITH CAP • ,.�_____- - _ �.� - - EARTH BACKFILL AT LEAST 6° ADOVE TOP OF ROCK � ('� .�. . . •sf�`�`�'�• L. s_ �.`� _�. � ` ' - ' DISTRIBUTION PIPE � � `<< ' �•�• • o c 4 � `�� �AT LEAST 6" DEPTH OF CLEAN • � � . - ° `�4 � . � �:� ROCK 3!4" TO 2 �/2� DIA. SEE NOTE 5. � � � 0 4` < <. �. .� , OROP BOX� � � � � � � —MAXIMUM LENGTH = 100 FEET — . �� OVERFILL NOTES� I. E30TTOM OF TRENCH MUST BE LEVEL. TOP OF TRCNCH — 4 TO 6 INCHES ' ROCK MUST BE LEVEL. � INSPECTION � �' — ^ � WELL 2. SLOPE ON DISTRI6UTION PIPE IS BETWEEN � , LEVEL AND 4 INCHES PER 100 FEET, �� �. RECOMMENDED SLOPE IS LEVEL. - � BACKFILL 6 TO 12 OF SOIL BACKFILL 3. DISTRIBUTiON PIPE CAN BE PERFORATED • _�_ PLASTIC INSTALLED WITN ONE ROW OF <<. . �. �. t. �. `���._ � �� NOLES ALONG THE PIPE BOTTOM. PiPE � o �2 DEPTH OF MUST HAVE A BEARING STRENGTH OF �.�. < < < o � ROCK ABOVE AT LEAST 1000 LB/FT. o PIPE . • R O C K � a . AT LEAST 6'� OF 4. SCARIFY TRENCH 80T T O M A N D S I D E W A�L S � . �L . - ` o � � �ROCK E3ELOW . L1S HIGH AS ROCK WILL BE PLACED IN THE • . PIPE. SEE TRENCH IN ORDER TO EXPOSE NATURAL SOIL. NOTE 5. REP110V� LOOSE SOIL BEFORE P�ACING ROCK. ' 18" TO 36° - ' S. 1NHERE TREES ARE PRESENT OR �IKELY TO 6E � � PRESENT DURING THE LIFE OF THE SYSTEM, � 12 INCHES OF ROCK MUST BE PLACED UNDER � THE DISTRIBUTION PIPE. ; � TRENCH CONSTRUCTION DETA I LS NOTES ~ OUTLET TO I. At_L PIPES SHOULD BE AT LEAST 4– INCH TRENCH DIAP,4E�fER. INL.ET FROM SEPTIC TANK 2. E�EVATION OF INLET AND SUPPLY �(NE TO . OR PREVIOUS NFXT DROP 80X MAY BE ADJUSTEO UP OR OROP 80X � "�-;•�::::.;, �UPPLY LINE O�WN FOR DESIRED EFFLUENT I,EVEL IN . . _ . . � . a:�.:. TRENCH. - - - - - - 1"0 NEXT - � � __ _ DROP BOX 3. SUGGESTED TRFNCH LIQUID LEVEL IS AT —�" �°� . —�-- TQP OF' TRENCN ROCK IF PERMEABLE _ � � _ SYNTHETIC FABRIC CCVERS ROCK; AT TOP OF OUTLET PIPE IF HAY OR STRA�N , :. � COVERS ROCK. . � :�:a� _ -� 4. (NVERT OF INLET MUST 8E AT LEAST ONE � INCH HIGHER THAN INVERT OF SUPPLY PIPE TO NEXT OROP BOX. OUTLET TO 1 TRENCH 5. TRENCHES MAY OUTLET ONE SIOE OR 1 BOTH SIDES OF DROP BOX. —� INL T � � S L NEY � ,--� INLET E _i_i� �i . I ',` � � S U P P L Y L I N E , � �_�_ --�`'. � � 2�� i �,� � � � . . � - �(�� I � , �-�.- I � j . ""�--- I i 1 j --� ' � OUTLETS �� �'�'— � � TO TRENCH � � OUTI.ET TO . �_ __ _ _ � L - - -- - - J TRENCH � � . � DROP BOX � � � � � � . ) � � LINER SYSTEM FOR PROBLEM SOILS , MOUND BACKFII.L 4 TO 6 INCHES . FOR SETTLEMENT � . � — �_ �__� � - -- - - - - -�.� � • �� ' 1 ` \ � ""�'`�' 4 INCHES OF HAY OR STRAW AND A • , ,�'� � LAYER OF RED ROSIN PAPER �� • - ' :.i: � . - � . –.,.--�.� " :" � - — �.� �� G ".'`��c.vv u �� ��,i�`• ��: c: � �i, •�'. • :•';�y'` . .. 4 I NCH • . � O �� . DISTRIBUTION , . . P�PE ' ' FILL SOIL �.�. �,�� -�� �� , s� � . ' t3 ` �, .a.4 .:;;• (%4 TO 2�2 IN) J ' �� � • ���'4��� � NOTE� FILL SOIL SHOULD . 12 INCHES BE LOAMY SAND WHEN �`����•'��..• � . ORIGINAL SOIL IS SAND. � � � �\ � FILL SHOULD BE SANO � WHEN ORIGINAL SGIL . . . . . _ . _ . . . . . - - IS CLAY. � � � , . , 3 FEET TO GROUND WATER OR OTHER E3ARRIER LAYER � � - a i • N � � i ' . F?EDWOOD, CEDAR OR �- : �-- WATER TIGHT 8� �OCKA�LE El_ECTRIC BOX- TREATED POST (4 x 4 min) . � PLUGS OR ELECTRIC CONNECI"IONS �-- NSIDE�OX�C CONNCCTIONS MADE - � . 2" PVC CGNDUI'( SCHEDULE 80 -�-- � � " � MANHOLE COVER CHAINED 8� LOCKED 6��SPACE SE�T EM NTER CORD FCR � � � SEA�ED MANHOLE RINGS ' � � � � � � " � � � " � � � � . . - FINAL GRADE , . . � • AT LEAST 12�� �' ^ . � � UNlO!V . . ���W GRADE . . , . . � � WIRE FROM POWER SUPPLY � - PIPE IS LAID ON A UNIFORM SLOPE FROM �� ' . FUMP STATION UP TO SOIL TREATMENT Af�EA . __ � " � E� _ _ FOR PROPER DRAINBACK � � � SEALED TANK COVER �— (F PIPE AT TANK MUST BE LOWER THAN � UNION TO GET ELEVATION FOR DRAINBACK, - PLASTIC ROPE OR CHAIN A �/4 INCH WEEP HOLE MUST BE USED � .� . WITH ANCHOR ALARM FLOAT ON SEPARATE WEEP HOLE ELECTRICAL CIRCUIT � NOTES: ELECTRICAL. WIRE FROM POWER SUPP�Y S�F��EV�Q.. _ MUST NOT RUN OVER�ANY TANKS BUT �'� MUST BE LAID BESIDE. OTHER TANKS ' 3"� �� ANO MUST BE .PLACED IN CONDUIT - ALONG POST � � • S�t- UT-O� LEVEL� _., _ _ ELECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUN TNROUGH PUMP CONTROL FLOAt CONTACT WIRES CANNOT HAVE GROUND� - 000 : :.:d � . . � V % �� � , , .�� . . , , ' . . � - . _ . �I �- �' PENCtL � .. . . - - . _ . . _ _ . - - - . . . � � �{ MARKS ,.;.•--� -.�� . . � �.:: '�� . .... � '=:=t:.. • . " ,;•:s.-,� ' ��s_� . ;�..,•• "� � � .. ��•:._:� ..�:,.. .;�;:,: - - � � � � 6M . ,_, � �� - � . ;���• ;; �' ��:'� . . . . �i. .=s: •r:.. �.. ��:: � . �� — �'/ ' � ..�.; . �'/ / . • MANt-{OLE .: �; � �y, �'/ . :: .: r' .. s .••, •..• ' + �� ". _ . � � � . . � INLET `✓ s SCUM ��- rt i� �:: :. � :� � .� � � �"`� r_� ' _�_ .� ;� � OUTLET . ="' , . .� L��^. ... —�._.--. .. .� �� ��^,,` .� (j .. � •';';���;OUTLET LEVEL .;,; �� � i� . `•"� �'/ �, �_.� - – -- — -'"�`�f_ ,. �� i� . �` ._— SCUM CLEAR SPACE__ _�' ;; ��� CLEAN OUT TANK WHE;V� � _�: — � ' -- �'`-'-`-= ' : "A' IS 3" OR LESS OR ;: _ -- — —- — :�;: � �� „ H LESS _ _ _ ;� 8 8 IS 12 OR �i _ _ -- _ _ _ -- _ � � .. � , — _ _� — .- , - :,. '':':� �' • ' • • • • . • : - .- •. . : .. . y'i • �,/ _' .:; �. .• . . :� . �; BLACK COLOR ����� '� SLUDGE 'r DiSTINGUISHES SLUDGE '%�=� '•��� • • LAYE�vR FROM LIQUID • �•� ..�t••'M; ; .i• .i. _ � • . . •_ . , . �. ::: . �,� •(.�.'i' •.. :•�� ' :•� '•' •i " .•!'' 7� . • '` • � ••i+. {`' .'''�•,•: ' . - ''•i�•+ •y; =/.`': • :•i:.ir;'e . n 1 '�/ ~ w MEASURE SCUM AND SLUDGE ACCUMULATIONS IN. THE SEPTIC TANK . F�t��prodc r _ - . rh,n . �a" �e�F.a'_----------r-- " -, odc Q- '�-o��. � _ _�c2t�� �L��'L � 3��to4'toyer of uncompocted� ,�' ., , � hcy or strow covered �with " � 4 p�� d��' • � - - . red rosin poper �� 'f' � . � _� � • »���_���� � .-�e-�uc.v�� r�a�; s.E �") ��rock filier moterial ---a`►"��c�.- roke sidewoils 8� bottom to � � ' SET- BACKS remwe smeoring , �18=36=-�{ HOUSE System must be� Tank =�' from property lines TRENCH X- SECTION � l� { M�� 2' from wells , �,� from bldgs. (min, of two trenches) , ��, ''`'{-�"'�}'.�" (mmc, len f h 100�) _ '°; TreotmeM orea =�from lokes, �s� 9 TreotmeM oreo �_"' from property lines N A 1.�N�o4£g r++`��" �;'from welfs . '�'K �_'from bldgs. �- - =' �from trees ote�Pawer supply and switches must be in o weather SOtL BORING ELEVATIONS �� � � � proof erx9osure outside •pumping chomber � � , ?�� - L o��-� ��min. � �,�. < � � � ; � , , � '��1�� — I t�-1� - �.,sc ,� � � � � � , � , TN. I EL.-.1.l�..9 piP�,:�_�' -� �--•' ' TH�2 EL.1.1�:0 :y' �_'� �--'1 r r� Tonk ' �j', 1 � r_'� i_, o TH. 3 EL.-L+L/ Tonk �_,� y_� �__ �_� Grode,_[Q/osbpe �roe to Tank �� F�W ��N� _ '`TT��'�� - TH�4 E�-1�s.�-�- �� � �L" �� ~'� , �At leost 41/2�of undisturbed Min. I io 6 �Pumping eorth bebrveen trenches TH.`5 EL-1���` Max.l��to4� �r,,�� -��,a�.�s 5�,��.1..�uJ Chamber EI.EVAT10N ot PROPOSED PUMPING �� �� � DROP BOXES CHAMBER-1�.� (ground elev.)q�P 4 to 6 dia.pipe Sv� c F- 6:�,G — 1 1 3.O SYSTEM DESIGN TYPE�,$BEDROOM - Percolation rote�min.lmch (design I c�-�'�min./inch) � Treotment areo requi�ed w/� of rock fiNer materiol Ga�10'/0 =��o=- sq.ft. of trench bottom areo needed =_��trench width = lin.ft.of trench needed , number of drop boxes . � Number of tanks uired 2 Ist iank ^•��goL � 2nd tank �� l. rtrtrinirrxar�s � (to be deiermined by the insioller) ' � t f Jdr.�� ��S C oJ;,,l •�v,,,1 �.tJ f Ut:,L'�>A��� ;.�.S cc+sw� Cleon rock� cu.yds. ( 3/4��to 2 I/2��dia.,includes 2��obove pipe) ' PROPERTY OF�4'fF++-'�"��'' ��--�"tA'-� Pumping chamber copoc�tty= 25% of doily se�woge flow�of2S0 gol.=►��sgot.+Reserve.staage�oLt Pipe..�ack drainages.�.gol=�i1aL gol.cap. �r"f 1 r'b� 1 N o:,�..�{ L�G �S�� �� taFst�_fo�_c�.ti,� ,.�y c- +>�� � �.5�_Y�� ��i: j�4=_n),.}O t'�l i-� . 1��1-�t_'.. �D. ( Reserve storoge = �'qal./bedroom=2.�gal. + pipe bock dreinoge� qal./IOOlin.ft.� pipe- length of p'rpe needed app��f� =�go1.) ,� Pump size 1�� h� w/merCury floot pump controf� u��� a:�' �.�f �^ �c�� �,�-.���r;Y �t�_l��„ ., rr•::�:, $-P rE.sj'/NC'i / C � . Note� When corrstn,cring bed - , this orea should be shaped Note� Distonce from treatmer�t oreo � neighboring wells— '` � • .. � to diverf nm-aff from eMering treotment orea. L��� r•-cf� T��+ � J-�o ' Desioned 6y� Date �lo�Jl�� , PH. 612-497-3566 , � , . � ', ��, �7 , ��, i3� 1 � � . 'I 'oq-` /. �� _ ��.��S.L � o. I R' � / • �:� '' � '�oKo - (�� " j•:� '� \.� �°' G�►'���� - P'Ko4o5L-�--- , r y \� Ti+l4a>.�S101�' � , � /���-rM�-�—' � E��' ., � �_ ��S,o av�s.�-_ z - ►o��►a. �- � � 'y '� � ' ���� ' Q F 'Sv�M '�5�_�-.5-r�ix� ��'7' ��� ', i _ , �� - w. :, i / � � (ol L01.aL ,5�°p=;� �Id ..� ,`, x . �� h ., � . � , �� ti,� _ � �, .�lyi: �, ` „ � � , ��;C �-�l,,.��s • .►�._ ' � 3 3 � �' �,�7� ^ j'}� � '� '� ,� `.""`��j � � � � ' -�,� .C`i' �m��R� j�� .Z� � �i � � , �/ ' S � �f�P. AL.L. }}'��t�l`{ �Q��\'1"��� (,� /� � � / _ �.�•� .J�-� e .� �tl �J oFrr Q� -t�� �o�s� -C��a-cwnz-a+-- / / - ��_S L/ .�� ����� a'�, 1 �jj�#INAGF �SHS.M�Nf ��s a��� �� ! 9�,�. i' � (y�� 1 � � n x �"� �. ) /4=, . • � - c,a�yC'4►Y--r�o a..� . t // `/-� ) ` / .��/ .. �� 'r–�/� ` p¢l7Cby,rc.o ✓ � . t�s. `�'�, �;,L . S , _ , ��3 �, <____.. � ..�---, - - 1 S � h � CJ � � i.� (" � �1'�.9 � � __G�YCa�-�- � � i QQ�R��or'/ p • ��4es�� � � � � I 1�#o�S� / / � \ - r i ..L�'R� . .��",'-a=`+5-� / , \ - � � w E��... / / . j ; � I � / .. . . -- ------------ ------- _ ....._. . /--.—.– . .. .. . 1 / � � / � � / - � 'c r � v � �,7.7.�.�7 . . . . � - . D.v� � � .` S��- PROPERT1f OF: `SS��:�� � _wir�►.1 'T'Q M• 'fa P o F So u��t w csT PRo�ER T� �Percolctio� Tests Scale: � � CoR,u R raQU � ��cµ w r-N Xgoil Borings �.o��,,, t��� * �-ko��.�l prn . IsR o�u p ��►Bench Mark b�vi•10 t�r.a. �-1��.1 , C o _ • ' �' - 1� oo _ . Note= This system �s to be constructed b meet the I�nnesota Po�iuti� Contrd Agenc7r S—P TEST/NG/NGa ; C�tapter 7080 & Local Ordinance �� �. f��� � ��y�_ r�ote : Check all underground utilities • Dote�L/11/�� PH,612-497-3566 _ , �... � ATE TIME CITY OF ORONO CALLED IN � INSPECTION SCHEDULED PERMIT NO. co PLETED ADDRESS OWNER CONTR. TELEPHONE NO. ���1` � � DESCRIPTION!� D„ ,(�_�__f.�_ � 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGlFILLING y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREMIEfLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION � 07 DEMO—S�TE 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO—FINAL SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI 15 EPTIC INSTALL 22 FOLLOW-UP v 10 PLUMBING FINAL 3 SEPTIC FINAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: O� 4�� - �D. d � 4 ��as �s r� J o _ r..:s�,�s .yi /���v��s. a o� 0 � W aC Q � Z � W � � � /' � 8'WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY U BEFORECOVERING PERMANENT OCORRECTUNSAFECONDITIONWITHIN HOURS. ppHOTOTAKEN INSPECTOR WlLL RETIJRN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTiON REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance.473-7357 OwnerlCoMractor on it • Inspector: White CopyAnspector's flk Canary CopylSite Notice � ' DATE q TIME CITY OF ORONO CALLED IN //_���l� INSPECTION NOTICE (/ SCHEDULED l/- �b-90 I: O a PERMIT NO. � T�� COMPLETED ADDRESS ��U I�C�.�-. �� �c� OWNER �`(-��r�CONTR. � �A�-�1 Yl S �s-�� TELEPHONE NO. -�r �-�3�D� � � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADING/FILLING y 03 INSULATION 2M25 WOOD BURNER/FIREPLACE 79 LAKESHOREMIETLANDS Z 04 WALL BD. 12 WATEH HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS J 07 DEMO—FINAL 27 SEPT�C MAINT. 21 COMPLAINT = 09 PLUMBING RI 5 SEPTIC INSTALL 22 FOLLOW-UP � 10 PLUMBING FINAL 23 C FINAL � OWNER/CONTRACTOR TO ET YOU: YES_NO � COMME TS: -P �" � �7CJ' � a g� �� � � O � � O � W � Q � W W � � C W� WORK SATISFACTOFiY:PROCEED �PROJECT COMPLETE W ❑CORRECT WORK S PROCEED . ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOMERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContract si Inspector. Whib CopyA�spsctor's FiN Canary Copy/Site Notice DATE �}TIME CITY OF ORONO CALLED IN �� � '��.y� INSPECTION N�ICE SCHEDULED �j �ll�1�lLL PERMIT NO. co PLETED ADDRESS � � OWNER CONTR. TELEPHONE N0. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING O03 INSULATION 24/25'WOOD BURNER/FIREPLACE 19 LAKESHORFJWETIANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMONAL Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI 15 SE L. 22 FOLLOW-UP J 10 PLUMBING FINAL SEPTIC FINAL Q OWNERICONTRACTOR TO ME YO : _NO Z y COMMENTS: � a j O � O � W � Q � W � W � � d O WORK SATiSFACTORI�PROCEED '�PROJECT COMPLETE W � O CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in adv nce.473-7357 Owner! ract o sit : � Inspector. White CopyAnspectors Flls Canary Copy/Site Notks