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HomeMy WebLinkAbout1993-005245 - septic system PEI�MIT CITY OF ORONO PERMIT TYPE: ,_;,.:���� ;; �,�;-�.; ` 2750 Kelley Parkway • P.O. Box 815 P ermi tN um b er: iii?��,�_•�.�; Orono, Minnesota 55356-0815 �-$,�,;�� �:r�_j:�; (612) 473-7357 Date Issued: SITE ADDRESS: ;t=,:_;�, �'s i X =�( !� ��'. _ . t"I. , k�_'��'�, i f�'y_�'ili}'��_��l'_f:� DESCRIPTION: =;��';�i: �,'*''_: i��I`1 °�;,�+��r _. �,�.�t.��, �='�i�rr�i�� T y���= tv�=+� '���`T T:: ��v'=��T#� °�:�••��r �c }tF�t.��- 1�i,��i'��: �;;��� f��:��L%c;'��:� REMARKS: FEE SUMMARY: `:1, ' ``' ``"`'"" r L 'f.':+.A"�{, �T 'i a 1 llTf�ltL•2.- LJI!J.LL 'f i� Silt}�YfliY � 1�'1Ji'VVVVV %y!? ' Ld� IihtY 'ii! h'.�i=;.r �^-}_�.:�+ xk i t_i{�I .L_�i_D ..... V1 LL7i 1V4�a VV —* . • i . . ri". .. "• L. .Lr�ttitVlJV1!V `•=�l.�i'rp?c{i��_I¢: °ss�' .�-�i(7 . _ .. _ fr -' ---------- z" � ia i a�c�..�t 3 �ws� �.,�'�,f}i�, !wi_} vi L•L!1 .Jv %�:�i'i� 3i i{�;' c:"s Lt�LL1 !L iV���+JV '�'L s 3�f_�?i:%SAil+� 5'.'?[t 1lLL•L11 ! 1:1R1711 tLV ��fileJl.!\� L1�VJ. 1\�V1 lYL�iw' ?ts' r'i'a VV!.1.T:!�1 C N�(��TQ� — t��=�;�i i�_�.-�t. — QVIJNER: �i_iF.;Lj I F•i�.;�,1�.H���i_� !�1J,.._:l i,,_/:_:�r' 1-l4�t'{"�#:_�E_�' i-Y�_ 3..;'�:_`:.? t•��_i�;;'t�j;��'.� H'v�� �'� �.F=.�;.� }=!_i s. _�� }-!t 9C;��t i=i��{ ���_s:;;=; i s��_tt�;:� t��,i �,F;����-:f F:t�i�:=.' . �'i_;._:�:. .._ `;f�—�;'�r�f_� _.. . .. . ___.. -- - . . _ . ._ , _ _._ . •L' ' i' :i'' ,. . .-.r. , _ ��• - _ _ r F �: _ i'` �i r:.: i}:.„, ;.�.��?E-�:_�_.k_:t=J=t � • " �.s' .�#1F��`•:.1 _. . `_�"':�i i. ._ _. i,I_!�' f !_, �",.;t��..� . '"?.:.. . .`_.Fri l .'!{-''. .�_i [i1�....��4 i � . _ .... .._._. . ._. .t; _, _. :���`';M�_;�'_T��.-L-i ��;I'',�:,� ;.;(-�r',.���_� i �_� _�E 3 i���L� j�+.��_�:"t{�•. �i`� _� I t'l�.t_• ! !��_�#`��'��__L i�i�al.� j:�� 1 i"� -'-i!»?_. y,x j ;' ._E; S ;:—{�i VI i ` I .� F i I' F'i�V�. — i-7S�t1 f ���.. ..;_ ��i� h'� � �:�� - . . � t �,� I J T .�t� �: i:D� �.����r :� i';�t `. _.. ._ �'._. •_�-,i_ _.d. .. ~` ' C '�. f-; ���=. _;�� : � � r �_� � _. . _. . _.__. ......� . ��: `���.j _ _€•. _ _. __ {� ��_ _ .�. L � �� ��� � APPUCANT/PERMITEE SIGNATURE ISSUED BY SIGNATURE �.C�C . ���� A.PPLICATION FOR SEPTIC SYSTEM PERMIT CITY OF ORONO Box 66 (1335 So Brown Rd) Crystal Bay, MN 55323 **t******�tt*******t#******t:*t*******t*t**********��##***********tt******* General Instructions: l. You may ap�� for septic system permits by mail or in person at the City offices. However, permits will not be mailed out and must be picked up in person at the City offices. 2. Permits are not valid until you receive a permit card. 3 . Work must not begin unless the permit card is avail.able on the job site. 4 . Permits will be issued only to contractors holding a City of Orono Septic System Installer' s License. 5 . 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 Approvai" cover sheet signed by the City Inspector. 6 . The f ollowing 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 again during pressure distribution piping instal.lation in the rock bed. d) Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 7 . Individual holding MPCA Installer Certificate shal I be present during installation. 24-hour notice is required for all. inspections. ***�******************�*�**�***********�*�****##****�******�*#*#**�******** Jos sz� Annx�ss: \ i`- `-. '> �-c n �� Occupancy Type: Residential �� Commercial Other �,� ��..�,,.,,<-_ - �- _ . - Owner' s Name : �-�.v�\c�.� l-� `�=- � � , � Phone: �t 1 1 � -j �- , � "- c Mailing Address : �-� �iS ��«�- `7� . City: � �� � `„�� Zip: '� ���(�� Septic Contractor' s Name:'�:c�< �-__ � ., ��: \�.. ,�� _.,� Bus. Phone: ��`s � = i � ?. Mailing Address : \ -L `� 3 �� �v�c;,;�;; �=�_ �, City: �\.• ` -{_ ••,,�,_ Zip: �`, � _ *****#********t*��*�**f****:**�* *****�**��*#**#****# �*******#*�**##***** = over - �(.���%l �� ,�_ �_�C��� � �� � � ;EPTIC SYSTEM PERMIT APPLICATON - PAGE 2 Permit Type & Fees (check one) � New Construction, Ful.l System $100 . 00 . . . . . . . . . . . . . . Repair or Replace Existing System $50 . 00 . . . . . . . . . . . . . 0 . 50 State surcharge added to above permit fees SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES DO NOT MAIL PAYM�?NT WITH THIS APPLICATION a*******t*tf*******�****�******�***�*********t*******�***�**********�****** �OTE: Applicant must initial aIl spaces. Fill in aI.I appropriate blanks, check all appropriate boxes . Initial `� �� . 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. '� .� 2 . I will be installing the following: A. Tanks: ��_Precast Concrete Other Manufacturer `� � �..,�. , a ._, �ZSc � Tank Capacities : 1) � Z`�� gal . 2 ) ��� gal. 3 ) b'F�. gal. ��_ � �<_,<. B. Pump Station (if required ) � Pump make & model Z� � � ` � ; `���- . _,�� (attach pump curve & literature) ; system design requires �gpm at .� �� feet of head. High water alarm make & model � 4, „� c-,���., ,.., O�tside electrical work to be completed by installer j< electrician other Inside electrical work must be completed by electrician. • C. Treatment System: Trenches: s.f. x Mound Depth of rock below pipe " Rock bed dimensions �l_s'x Ic ' Drop Boxes Sand bed dimension���5 �, ' x�,_' Distribution Box Pressure Dist. Pipe D�.am. i%Z � " Manif old Pipe Diam. Z " D. Final Cover/Topsoil to be: x borrowed f rom site (show Iocation on site plan) trucked in �*****���***t�*******��#�*�****�#**#****#********t*#*******************�**t mhe undersigned hereby applies to the City of Orono f or issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State �i Minnesota, and certifies that all statements made on this application are complete, true and correct._---7 %J�� 3i ature of A licant: ' � �� sn rr 1 �-�!" �.�/ >at�: C. - `�- `t ; :�PCA Certification No. : � � � � � __ J. L. SHIELY COMPANY LABORATORY REPORT OF SIEVE ANALYSIS , M A T E R I A L M A T E R I A l��/���,+��! ��x�1`.s`,� M A T E R I A L BARGE N0. _ BARGE NO.S��.7���-i�.c�i/�" BARGE N0. DATE DATE �� /�—��j DATE RETAINED PASSING RETAINED PASSING RETAINED PASSING SIEVE Cum.Wt. Cum, % Cum. % Cum.Wt. Cum. % Cum. % Cum. Wt. Cum. % Cum. % 2 /� j-, � /.,r_ 1 Yz,. �y�„ t -- 3i 4" I I �i � i' � 5i 8' � t i 2' I I � I I � ,��5�� � i � I NO. 4 I No. 8 �J^`� ' .Jr �-- -G y� � � �.-- No. 10 C7'/.� -�– No. 16 , .� ��7 ,� No.20 No.30 �' '� i��;� / —, �� No.40 ' No.50 � �r /�,�/i'j " v'� i � — No. 60 No.8p I No. 100 �� � "7� .'�. --- ----- — �' No. 200 � I Pan �� MOISTURE FM DECANT MOISTURE ' FM �DECANT MOISTURE FM DECANT _ ��~!� Before Wash ' After Wash ' • - CITY OF ORONO Permit � � SEPTIC SYSTEM APPROVAL Fee $ a�.f '� �'� �"�� ,� � Entered By The General Contractor wi 11 be given aub°P ntra t rs.r SEP IC SYSTEM responsible for ats dist=ibution to all s DESIGN IS NOT CONSIDEIt�D AS APPROVED UNLESS THIS SHLET IS ATTACHED. LOC.ATION: II)?(.4� �� ��• PHONE: G�RAT CONTRACTOR: PHONE: SEPTIC CON'.PRACTOR: pWNER: '� �Y PHONE: �APPROVED � CONDITIONALLY APPROVED: (Note Changes Below) �i r i �P COMMENTS: � p , � �- �� � � - �Y� � � � f � _� � '' � - � NOTICE TO INheAlns ector (473 7357)S Call forDpnspe cions 24 hoursPinsadvance ave orior approval of t p NOTICE TO GBNSRAL COFTRACTORS: Primary and alternate drainfiel.d sites MIIST be protected r�or to and after system installation to avoid compaction of the natural soil. �-- �T� y�*=i`�,T�„ �S ,,��g•:• RR g�.{� OT_� prior to buildina site excavation and fencing must remain in place until final site grading. Approvai to pour footing� wil.1 not be granted until the Inspections Department has nerified that primary and alternate sites are adequately protected. � _.._________----..— -------- - `. FO VBHICDLAR TRAFF'IC OF ANY lCIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested u are f o kinslongand all adj cent lotste You co ldCbesheldtli b leTfor applies to the lot yo 9 damaging sites on neighbor?ng lots. VSHICIILAR TRAFFIC CAA C�IISE SUIL CO2iPACTIOH, RSRDBRZPG DRAINP'IBLD SITSS IINIIS�BI'$• Evidence of trafficit s mu t be repl ced before a Certificate�of Occupancy will bePissued. Damaged aiternate s "' r� S �..� I������ � �. i ���� __��'_ / � � % r-; � , � -- �a--�- '� te� A roved � � B ity of Orono ,_ �� . Da pp �_ SYSTEM DESIGN FOR A1 Hanser OF LOT 2 , BLOCK l , HANSER ADDITION ORONO, MINNESOTA 12-1 -92 System design information follows for a proposed house on the above property . This will be a pressure mound system with construction and materials f�llowing the provisions of the City of orono and the Minnesota Pollution Control Agency. nll construction traffic and grading must be kept off of both the primary and the alternate septic sites . In addition to the septic tanks of 125� and 1000 qallons , a 1250 gallon pumping tank will be needed to house the pump required for the pressure system. If any other inFormation is needed, please contact me . Sincerely, PERCOR, INC . i!��� ���y�� Mark S . Gronber �, /J L .5��/�1 E� l L o r 2� ,�L o C'k /, NAn�l'F2 ADo. p��N OJ M/,�.N F1'D r"/� . ------ -� ..- � _� ___-- ----- —...----- . — �� / - — `— � � �, � `�,,,���1 ,r� 'Q�' ,�� � _ � � � � / � �� � � / i � . / � . Z.s� h'��fq 1'�F, � ' ♦ '� /. ' . '� � .� � � � .'. � �� ' �rQ cr�ctQ,� ��-1''�l�'� — • • �_ _ � � �, '`�►` C��7 � � �f 2 �� - ni � � � .' � . 9 �., , P.Q E��A '1 E ♦ � ` �`,t�� ;� � ; ` ''6'��S` � � � �` -� �r t.s i � \ . � � . � p � � .. � '� � � , � ' � P • /'� , � � , � •"u.�J,� , . -�'� � � _, , , � � �� S�3 �,,� � � � , • ` ` �`� ` � . 9ya. � ` .; 1 I �,. . �e •, ° : . ` � � ` f' .i ,• _ F--- F�G F �� !� � 9 � � �'' p�KE ' � 'ft'O�C1.1 � Yya. F` �`� �' . , �'\� _ � � � � `.�- � . . . . . .. !' h0� � .i����f��/ :-,, - �I _ _ _ �� _C � � t I � � _ - - t 35,b - " ' " �, -'� .. - �`,�'� .. I � � ` , � � � -' — '� � . � � � '� � w q J,y/ � � � � � � �C G c�ef41' 1 �v� � � ♦ .� � Ks � , � �' � II � / � / �� �.�. � -�""'� '� `\� � `� ` q 48 � / ofi �r� �'� 9� 1 � t �! . � \ �� , p r .r.� � 9.79 � o l L �� -,� �C/ \ � � . 16 � � PR/ � il `� � � ` 946 • � 9 �Z� ` ., � `� q -� //� , ,�_ _� •` � 9�v •,`" .,� � : � �2 ��• � � �,/' � l r ..-.`� � \ 9 ` • � ? Y •� ,, „ . ` � -. 9 ` , � � � , � 9,�9 � \�� . , o • � �Z� / � \ ... ,. •.. � � .. � ., \� � � i � . D�TI p � ��'so � . �, �. � � . � � ` / � � �h�/OQ/�75'����7)? ��' `� ` \ � r .y. _ � � �� ` � , ..,1 � � � � � � � \ � � � i / `� 9�9 . �i � � Q,••,' �o \ / � �:� O '� �0 7` -• �o• > �j .. � � o l•Y� 4' y� C,� 1 , `n� � , .� i �� � � i .��. �. � � I( � ;' t ` i � � , J F � �� � * r * � ` �`,` . �' � V v k �� £� ' �'.LI" � .F .� / J��1 ,.... �`���.��' s � • � r , � ._. � ���,�.�--�% '• :� �� �q� �� � � ���� _ , ��� �� �,� , � �,� �a-�-� . , , � , � . ,. ���; •, s� �f � �� �} � l� �� r , � �' � � _ .�� r)� ���, �� c;�;u� ,�, �� �s / � `1 , / � ` '' �S (,I� +. �j �t� �7 L/ �� � ,, " iHC ; � • � i '� � ' � - - ��� 1 i ��``��� ����r � � �♦ .. � � � � � �/� � .��.. "' �' " , �` � �{ s u: � ! F:��{����? �/1• � • ✓�' � � � • •I� '' x ,�}nli �� �`i��I Pr� "��•QO � �n � � �. �' �� ��� ;,:i i i� � .,, � � � • > >t t1:�tciii���� � ,c� ! :ii i�i rAvi'eJk' QO � ,�� � � � �^}� :=, � �)G, ` �,-i E� Al �FLL�1`I'fui�FS�.. �t/ i_I?" 1.�,,,_.; l „ � . ����� 3�% ��� D�rF : i z-�-�2 -�-"" �,,,�� ��l� I�C(��j .1_�,�c F ; � „_ SD ' � �� ��(� ✓�� � i,c% - � ,� � , � �-�/�J�'�fF�: ( 5 �R� F-15 P MP : EL�CTION YIt(1 Ell IZL !�. Uctcrmine pump capacit} l. Minimum su�;gcstcd i� 60O gallons per liour(]0 gpm) lo stay ahcad of walcr usc ratc. 2. Maximum su�gcstcd (��r dclivcry to a drop box of a homc systcm is 2,700 �;nilons per hour(45 g��m) to prcvent build-up of pressurc in drop box. 3. Usc valuc (rom dcsign of pressure distribution systcm. SELECTGU ]'UMP CAPACITY .�7• O gpm p��,������i�� ti 13, [)eterminc head requireme�its: I'oini c,l U��ch:�r�;�• l. L'Ic��atioi� dif(crcncc b��twcen pwnp and point of c��schargc. �6 feet � Glevation Diffcrcncc� 2. If pumping to a pressi rc distribution systcm,add fivc feet for pressure P11J7�' rcquircd at manifold _�feet f-186 ,�. FiiCtlOtl IOSS 1.5 inch .0 in� 3.0 inc:h 6pp� Fricti��loss per i o n�>r���� a. Entcr friction loss t blc with gpin and pipc diametcr. IZcad fri�tion loss ir fcct per 1(� fcct from pagc F-18. 10 0.69 0.20 P.L. _ ?.Z 9 ft./ �(�ft of pipc t2 o.9G o.28 14 1.28 0.38 b. l�ctcrminc total pi� c�cnglh from �ump to dischargc 16 1.G3 O.qR F�c�int. Add 25 perc •n� to piE�c Icn�lh for filtin� I8 2.O3 b.GO Ic>ss,or usc a fittin� loss chart. �quivalcnt pipc 2� 2.�� 0.�3 ��.�� 25 3.73 l.11 O.lfi Icnfith - 1.25 ti�pes ip�length = 30 5.23 I.SS 0.23 /D, ' x 1.25 = /1 �� fcct 35 �.90 2.cu, u.3o ' c. Calculatc to►�J fric� ,�n lossby multi�lying 40 ��•�» 2•�'� ��•3`� 45 14.73 3.28 O.qg � (riction loss i�� (t/1 {) f�by cquivalcnl i�c lcn�lh. 50 3.99 O.SR 'I'c>tal friction los�_ _ ?. Z9 x /2� +lpp= � . 9 feet 55 4.7G o.7c) � 4. 'fot�l hcad �cquircd is hc sum of cicvation diffcrcncc, C'� S.Cic) c).K? sperial hcad r�quii-cn �nts,and total frirlic�n loss. /�' + S + z. 9 (1) (z) (3c) TOT! L HEAD Z y feet • G Pump selection D ,� l. A pt�mp inust bc sclectcd tc dclivcr at Icast �7ogpm (Step A) with at lcast ?� fcct of total hcad (Stc > U�. _ FSTIMATED SEWAGE FLOWS I�� GAL�ONS PER DAY NUMBER TVPL OF RESID[NCE^ OF -- .... ....'--'-- E]fDkOOMS 1 7_[ � -�--�-�--�-- l�. Total Pumpout Volume z soo zz5 _ . �oo �„�,:- I. To maximizc um ]i(c scic t sum sizc (or 4 to 5 um o crations cr d�� 3 450 'o° 1��� �' P P P P P P P Y• � eoo s-rs zss °°�"r: SO gpd 4 = /�7. S gatlons per dosc s ,30 ��o z�� TY','.;,. 6 <JOO 325 332 �1. 2. Calculatc drainback � �oso 600 3�0 ;,`, O 1200 67h ,It)U lolun�n•. I. I�rtrrminc total pipc lcng� �, � � fc�t. 2. f�rtcrminr liquid volumc��f pipc,/7.�f3��allons per 100 fcct. (uc p��gc F-18) T-1 Htl 3. �1ulliply Icngth by volum : Drainback qua�ilitY - ��; �cdiumcicr inchcs G�illun.e per IO(I lrcl� /�fcct x/7.'f� �allons/100 (t. _ /7•1..�ballons. 1 4.4) 'Sug�;ested drainback quantity is 0 percent of pumped quantity. A larger drainback 1.25 7.77 �erc�nt��e will decreaso pump st:�tion efficiency slightly but pumping ener�y cc>sts are ust�illy�rclativcly small part of tl,c total houschold encrgy costs. 1.5 l 0,58 � 2 17.4� 3. Tot�l pump out volumc eqt nls dosc volumc +drainback 2,5 24.�7 � /�alloi�s per dosc+ _�gallo�is= Zo`-/. 9 Total Gallons 3 3�.4 4 CC.I � f��ti��Fk ( S B,e� , E-19 MOUND I)ESIGN WORKSHEET (For F �ws up to 1200 gpd) A. FLOW D-7 Estiinated �S� gpc (see pages D-7 or I-3 4 5) �`+TIIAATED S[WAGE FLOWS IN GGLIDNi FE�pAY � � IuuOEi� `1 rPC 0(nEA�tNCE° or — or measured � '�. UEDROOMS � u —m�- ` [u__ 2 300 223 100 GOx 3 �Do ]Oo 2�0 or � 600 J7] 25G vol�c� 13.� SEPTIC TANK LIQUII � VOLUMES ° "° "° 29�' �>p��� 8 900 52� 3![ II.� 7 1050 5qp SIU p1 �Z.S� f �Of/O gallons ;see pages C-3 or G5) e izoo sn +oe c i�,'��„ 'f /ZSG CjIL[G.✓ �L//NOiNG T�IN•� C-� �. SOILS �I�eleT� tO Slfe �Va�Uc1f1OI1� SEPTIC TANK CAPACITIES, IN GALLON$ LIOUIO C�P�CITY 1. Depth to restrictin;� layer = 6 inches ���� WNIYUY w„�a.��.oE IIED1100Y! UOUID C�PACrtT UiSP03�\ 2. Depth of percolati<�n tests = / 6 inches ,�„��, ,,, ,,,, 3. Percolationrate_ �I. 2 mpi /R/M/�yJ'/TF ��p• ,,,, „oo 4. Land slope �; % '�"• ,•"' „'� 1.�.OR 0 �ao0 l000 D. ROCK LAYER DIMEN�IONS 1. Multiply flow rate �y 0.83 to obtain required area of rock layer: A x 0.83 = 7so gpd x 0.83 sq. ft./gpd = �LS sq. ft. 2. Select width of roc': layer (10 feet or less) _ /o ft. 3. Length of rock lay: r = area �- width = 1 S sq. �t. -�- / o ft. = 6Z.S ft. Rock I3ed . l•l.f.f.f.f,f,,r,l l�l,�r�j,� I 1,.1.ti.ti.'�.ti•ti•ti•ti•1,•ti•'V,•},••,•ti• •f.f•f•f•f•f•,f•,/,,r•f,J,f•f,f,: ti•ti•ti•ti.ti.ti.ti.ti-ti-ti.ti•ti•ti•ti.ti• Wicllh SIQfI. .f.f.f.f.r.f.f.f.f.l.r.l.r.f.f . ti.ti.ti.ti.ti.ti.ti.ti.ti.•,.ti.ti.•,.•,. •f•f•f•:•,r.f•,r•l•f.l.l•f•l•:•f i�. ROCK VOLUME �— Len�;th � 1. Multiply rock are.�by rock depth to get cubic feet of rock; �z s Sq. :-:. x / ft. _ �2S cu. ft. 2. Divide cu. ft. by :'_7 cu. ft./cu. yd. to get cubic yards; 6'ZS cu. ft. -:- 27 = Z.�. /scu. yd. 3. Multiply cubic y�►rds by 1.4 to get weight of rock in tons; � Z.3. �S cu. yd. :< 1.4 ton/cu. yd. =.�Z. Ytons. P. ADSORPTION WIDT)�i 1. Percolation rate in tc��� 12 inches of soil is `�• Z. mpi E-16 2. Select allowable soil loading rate from table on page E-16; •LLow•o«<o.�a„�,o.=��S��o�„��„o= u f F o. Go. gpd/f t2 �.,.�.,��, —Ne::�.—b:��.;.�: -- -- ---- ,,.,,�.,�.,.,. 3. Calculate adsorption ��idth ratio by dividing rock layer _�'°"" anam� '_i,'i�.r _�.�•�• _�.r. .�,,,. loading rate of 1.20 g��d/ft2 by allowable soil loading rate; ��. � �,� }�� .�� ''� , .,, o,. ,.,. ,,, , ,. .�o a.o 0 0. ,,. ,o0 „ ..� a,o o.o ,e� ,.� 1.20 gpd/ft21 c�. 6o gpd/ft2 = �. a o " ..° °.. °,_ ,°, °., �i •u0 o.t� a.D� o.ue e.ou Check th;�� value on page E-16. 4. Multiply adsorption �vidth ratio by rock layer width to get required adsorption �✓idth; � 2. ao >: io ft = ZD ft . ��./�/1�R (S g R) E-20 .� . DOWNSLOPE DIK ; WIDTH 1. If lat�dslape is 3% or ��lore, subtract rock layer width froin ldsorption widtll to � �btain minimum downslope dike toe Z� ft - _/O ft = 1 a ft . Calculate mound hei� ,ht at edge of rock layer oi� downslope side; a. Determine dep h of clean sand fill at upslope edge of rock � Y�,�,.To���.., � layer: Separatio� /. O feet >���+�'��►� b. Multiply rock 1 �yer width by landslope to determine drop °�P^��, ���.- lri elevation; 5 opeDifference orrmvY�ru,vc�.,s,.or��,o,xx�Kw��r,�� 8 !/YLRtNC[.__IIOOr__'.•_.._. /o : . 6 °Io -�- 100 = o. 6 ft „�e. � c Add depth of c ean sand deplh of clean sand for separation at d �wnslope edge to depth of rock layer to � � ' deptll of soil ba kfill to get mc�und heigllt at downslope � edge of rock la�, er; � /, o ft + /. o _ ft + �D ft+ O, 6 ft = .�, 6 ft . d. L'nte'r table on �age �-18 witli landslope and downslope dike ratio. Sel� ct dike multiplier of S. Z 6 e. Multiply dike �;iultiplier by downslope mound height to get downslo �e dike width: S 26 x .3. G - /�9 ft g. Compare the v �lues of step G.1 and Step G.2.f. Select the greater of the t� �o values as tlle downslope dike width; /�• � ��.'t Kock I�ycr width(dI) -- h. Calculate upslc�pe dike widlh using upslope mound height and ups'.ope dike mulliplier from page E-18; . �. � X�•`J = /r / f t Upslope d Ikc widih(h) i. Total inound v� idth is the stim of upslope dike width plus °"`""''<',".�'k°,°""h',, rock layer wid�h plus downslope dike width; g• 7 ft + io.o ft + �� 9 ft = .�� 6 ft 3. If landslope �s 2.9 per�:ent or less; basal width includes both the upslope and downsl� �pe dike,widths. a. Calcult�te dow�islope dike width using steps G.2.a. throu�h G.2.f; feet b. Calculate upslc�pe dike widlll using upslope mound heigllt and dik�� multiplier from Page E-18; x ft = ft c. Add downslo��� dike width to upslope dike widlh to rock layer width ft + ft + ft = ft E-18 - oWns�P� -� ps oy� ]:t � Sd 6:1 70 7,1 4•.1 1 6:l 6:1 70 �i1 R sl.>�+e 0 J.0 �.0 � 5.0 6.0 7.0 3.0 1.0 5.0 6.0 7.0 8.0 -� 1 �.p9 � � '� 4.17 526 6�8 75) 2.91 3.85 �.76 5.66 654 7.41 2 3.19 6J5 556 6.82 8.16 2.83 J.70 !SI SJ6 6.14 6.9U J lJ0 �54 5.88 7J2 8.86 2.75 357 435 SAB 5.79 6.l5 1 3.41 4.76 625 7.89 9.72 2.68 �.lS {.17 �.N4 S.�b 6.06 5 l57 5.00 6.67 857 10.77 2.b1 33J 4.00 4.62 5.19 5.71 '"(;" ).66 526 7.14 9J8 12.1Y/ 256 713 3.85 IAt �.93 5.41 ..7 3.80 T556 7.G9 I0�4 1J.77 2.48 �).12 3.70 �.23 �.7U 5.13 A 3.95 S.BB 813 1156 15.91 2.62 J.OI �57 4.Q5 {.49 4.88 ' 9 d.11 625 9.09 13.04 18.92 236 2.9d 3A5 7.90 �3� �.65 10 C.29 6.67 10.0 15.00 27�3 231 2.86 J33 3.75 4.12 4.64 ll 4.48 7.14 11.11 17.(S 30.47 226 2.78 3.7J ).61 3.95 126 12 A.69 7.69 _ 1250 21.4J 47.75 2.21 2.70 3.12 J.09 3.BQ 6.08 /����-'J F dt � .� B�t'� E-26 I'RESSURF_DTSTRIBUTION YSTEM � 1. Select number of p���•forated laterals � , 2. Select perforation sE�acing = ,3 {t, 3. Sinre perforations :,1►ould not be placed �loser than 1 ft. to tl�e edge of tlle rocl: layer (see p. L-14), subtl'act 2 ft. froir the rock layer length. --�Z. S Ro,k laycrlength - z ft. ;��. 2'S f t� F�tv�H �F.�TF'�Q 4. Determine the nurr t�er of spaces betWeen p@rforations. Divide the length a�cve by Perforation spacjng and round dowil to nearest wl�c�le number. � ��`� TAI3LEOFPERFORATIO DISC(InKCESINCI'A1 I�eI1glI1 perf. spacin y = .3i•25 f t, .t- 3 f t. _ /Q I Icad Pe�foration diametcr(inchcs) (3) (2) spaces �.oa -'L �ia ��5����:�n 5. Ntimber of�erfora i_�n5 is ��ual lo one plus the number of 1�5 0.�'9 ��.<��� 2.0� o.so i.o� perforation spaces . Z�s o.H9 i.» :�.o o.��tt i.zt� 4.0 1.13 1.47 �� spaces + � _ // perforatipns/lateral 5�0 '.2�' '.�,�, :1Usc 1.0 foo►of hcad for rcsidcntial syslcros. bUsc 2.0 fect of hcad fo�othcr�stablishmcn�� ` 6. Multiply perforatic���s per lateral by number of lateral$ ta get total nu�nber of ��erforations. C-17b � __// Mu�wum�llow�64n+rficrof uuaiocEpcNorµionpeWa.lia X — _ ,�6 perforations. �°"��°<'°A�°K°° 41a� laioral s perls. lalcral— P °`"'°°•o`°'°� 1.25 inch 1.5 inch 2.0 inch u�� 2.5 14 18 ZH 7. Determine requir,,� flow rate by multiplying 3•�� 1s » . 2Ci number of perforatic ns by flow per perforation a.o ii is 23 (see page E -17) s.o io �a 2z �6 , s6 per(s x gpm/perf _,3 7. ogPm. E-15 �u..nu�o iour[n u cw n rw[sw+C�s�n�ounon smru 8. If laterals are conne�_.ed to header pipe as shown on page E- � 15, select minimum required lateral diameter from table on �'.a �.,,.J,. page E-17; ent�r tab c� with perforation spacing and number ,,..,��•��'" �:r►-� of perforations per lateral. Select minimum diameter for �yy^'^ perforated lateral = _ inches. � E-12 ,..�;,r,�...-;:c,�.�,.. � 9. If perforated lateral system is attaclled to maniEold pipe near �"��""""�' ;ux e"�',j.�a':�.�r'•t.:-"�i�,,,...•�•""' the center, as on pa�,c� E-12, perforaled lateral length and -„�. number of perfprati��ns per lateral will be approximately one "�"°'R'-�� half of that in step 8 Using these values, select minimum �.W . NW"' `••��`M�'' .,r.;= diameter for perfor�ted lateral from page E-17 as �Jf 7/.�z ,,,���''' ' inches. � � . � . � � � � �X_�� ' PERCOLATION TEST DATA SHEET ' .. � L. d 7-=-2 ' Test hole location ���,l _ � i���� Hole number �_ _ � �-��' Date test hole was prepared �'"z 3 " Q / , Dep[li of hole bottom,�� inclics. DiameCer of hole, _� inches. ' .,. � � • Soil data from test hole: _ ' � �" ' � �� � Depth, inches � Soil texture ' n l 7 � _� l.�1�/` �-. o/,�/t'� " . /2 -/� .,�- c L�u_�� v�'/� � . Method of scratchin� sidewall _,.5� �f1��F/� , � _ _ Depth of pea—sized gravel in bottom of liole, � incties . � Date and hour of initial water f illing 9 — � �_�f � � � �,_� l,.� r � Depth of initial water filling, yL� inches above hole ba.ttom. Method used to maintain at least 12 inches of water depth" in hole for �at least •� 4 hours — r� L Percolation test readings made by i :�» �D ,/ on 9— 2 ���� starting at � a:m: . Maximum water depth above hole hc�t,cu�; (date) during test, 3 inches. �Time � Percola�ion Time Interval, Measurement, llrop in water .•. rate,.. . Remarks Minutes inches level, inches �� nrinutes•'p�er ' � inch ' D LL - L � � � .. . . ;� , � . � . .. � . D . � 9 .._. . . - . -•- . ► ► , , � . ._. i � .-.— � � -- � -- � � � � _ s / � � ' 3 � � /. / � 7 • 7 -- Percolation rate = _�� minutes per inch. • l v; Z , /���r / . ,.,, . , . • • - 8-39. . ' , " PERCOLATION T�ST DATA SHEET �• . . . .Test hole location• �j�/v�S�� `- �� -- l�ole number 2 �-�' Date test hole was prepared � - �,� - �� , Deptti of hole bottom,�_ inches. Diameter of hole, � inches. ' ..�. . � • Soil data from test hole: Depth, inches Soil texture � -1�- 13�A � � ��`��.�i�, - . . . �2 "��_ �iP. C L��/ L D�/�J . . . . Method of scratchin� sidewall _�(��l ��-� Depth of pea-sized gravel in bottom of hole, ` inches. � Date and hour of •initial water filling 9- 2,3 - 9� �/ ��� ' 7 Depth of initial water filling, �G, inches above hole bottoui. • Method used to maintain at least 12 inches of water depth"iil hole Eor �at le;i5c 4 hours [ F j � � Percolation test readings made by n�j���.��"�� , on ' startin � at a.m. �=y- � � 6 2, � m. . Maximum water depth above hole bu�e.u. (date) � _ during tes t, � j �/� inches. � Time � � Percolation Time Interval, Measurement, Urop in water rate, � Remarks Minutes inches level, inches ���minutes per inah . , . , , � � � �- � Y � ► .. . �,. � � L. � :� L L . .. _ , . . �-- 23 3 9 ' � , -- O � �, , , _ � �s 2 � --_ -- �-�---- . 3 � � � ► s ._ i ii ___:. � i � , Percolation rate = �ly�� minutes per inch'. ��•J- C, /�OCF � _. . � . ' B-39 . PERCOLATION T�ST DATA SfiEET Test hole location J���f S��' --- �, � 7—� --�• t{ole number �—_.-_— �- ' Date test hole was prepared� -- 7 " — �� , Deptli of hole bottom,� incl�es. Diameter of hole, �_ inches. ' �" ..,,_ , '.". ' Soil data from test hole; , Depth, inches ' Soil texture - � ��p _�L� c� �� o �t�-� - � . 1 - /,� ' _� c Ls�r �/� �, a,�',�j . . . Method of scratchinr� sidewall S�iPl9 I C ��'/�' ' � � DepCh of pea-sized gravel in bottom of hole, 2 �� inches�. Date and hour of initial water filling 9--2,�- f� ,�,_, M C ��__�t//'I Depth of initial water filling, �� inches above hole bottou�. •. Method used to maintain at least 1'L inches of water depth' iii hole Lor �aG lc�i5� , . 4 hours �P r/ L- L Percolation test readings made by p� �m j)���_ oi� -2 �/ - startin � at a.m. ---, �� b �, OZ . htaximum water deptl► above hol� 't�u�.�� (date) '.m. during test, �/ inches. Time � ��� Perco'lation Time Interval, Measurement, Urop in water rate, ������ � � �Remarks Minutes inches level, inches n�inutes per � inch D �' L . L. . . � � i .. . . ' � � 11R � vCL � � �� ? � � 7 i� , `� , � , � 3 _ � �----- �--- . 3 8 ---- --- ----�,- � � ► � ► � � --- , � � , , , , �. . - Percolation rate = _�� S minutes per inch. ��'�" Z, /,��`�F � .. ... . . ' � • � B-39 • . , PERCOLATTON TEST DATA SHEET Test hole location � �� �-- p �. � -- Hole number ��____— �' Date test hole was prepared 4- � .r 9' � , Depth of hole botton�,�_ inclies. Diameter of hole, �_ inches. � ..,, . . . Soil data from test hole: Depth, inches S�oil..texture. , - d - � _���,�' � a�s�� - . . � �. � Z� � �� —�%�' �� c.�� L d�s'� -- —� Method of scratching sidewall __SC I('/�}T� fj - . • �_� ., Depth of pea-sized gravel in bottom of hole, Z inches., Date and hour of initial water filling _ 9' - 2_� � c� � y �d 'n �1.� 1" /7 Depth of initial water filling, f� inches above hole botto❑i. Method used to maintain at least 12 inches of water deptti'�in h'ole for �at lcas� 4 hours ap��, L L Yercolation test readings made by ,�ON ( >-��ft/l�F�'�' �'- o n q— 2 q startin at a a.m. � (da�) f � � t' •-�,�''� �n. - Maxiniutn wa�eY deptll abov� I�ul,� i;ut_t ? - �' during test, ' inches. . Time � ,,,,.Percolation Time Interval, Measurement, Urop in water rate, Remarks Minutes inches level, inches u�iriutes p'er • • • inch � � . tl � � i .. . . �.,_ .. . . - LL . L � � / �. — / ' � i . p , , � , � _ 3 S — - ----��--�--.. � 3 r � i � .� S ! z � � _-.._ . . , .. ii l � t ! � . Percolation rate = �. �� minutes per inch. ��; z , �o< < y . .. . . . _.. � ' ' B-39 � � PERCOLATION T�ST DATA SHEET ^ .. . _ . Test hole location �A/j/S�� � `L��' ' '�!� � -" Hole number �-•' Date test hole was prepared �-2_3 — g� , Deptli' of hole' bottom, /G inciles. Diameter of hole, �_ inches. ' ..,. . . . . , Soil data from test hole: Depth, inches Sail texture � --/ 2 - t-2—/_� � ' . �' l � �� � o f'/'�? . � .. .. . . . ..._ ,. . . � Method of scratchins� sidewall _,$C RJ��e `j ['/� " " �� ' Depth oE pea-sized gravel in bottom of hole, _� inches. , Date and hour of iniCial. water filling �� � — 9 f � ,��. Depth of initial water filling, /(o inches above hole bottoui. . Method used to maintaiii at least 12 inches oE, water deptH"in ri'ole for at leasC 4 hours �� � �� L. � Percolation test readings made by ,�p �(j ������� oii _` �' 2 y " 91 startin � at � a.m. • 6 � .�n. . Maxiniuin warer deptll above hol� 1��,�t . (date) � , during test, inches. Time � Percolation � � Time InCerval, Measurement, Urop in water rate, � 1Zemarks Minutes inches level, inches n�inutes per � inch o e-r� L L ,� L , . . 7" � , .. . . c- iL F�Lc. ., , , - . � � DG � � • . 3 , � � . . � -- D 6 , � , , � _ � � �s - , �_.__.._. � 3 , , , , � ---- , � � i , i� 3 .. . - PercoTation rate a � � minutes per inch.""".�' � � .. � • GO�" Z� /✓O�C S � ' � , . , . B-�9 - PERCOLATION T�ST DATA SHEET TesC hole location �/�Jj/,��/P -- l g ��? .- Hole nuwber ,6 � � �---' Date tesC hole was prepared_ 7 ' ' , �,_,3-' �f , Depth of hole bottom,_� �l.nches. � Diameter of hole, � inches. ' � „ , . Soil data from test hole: , � ,: _ � Depth, inches ' Soil .texture , . � � �i �. � � _ f3L� clC L � � �1 . . . • Method of scratchin� sidewall ����G � ,�� � •.__.. ,._, _. . , ' Depth of pea-sized gravel in bottom of hole, 2 inches. ' � Date and hour of initia� waCer filling � -� �- f �p ,p ,y Depth of initial water filling, ��+1�� . �� inches above hole bot toui. Method used to mainCain at least 12 inches of water depCt�►"'in hole for at leasl p . . 4 hours /1 r rl L . - • ' Percolation test readings made by ,�p,n/ � R d/�/ b C�_ on . � 9' 2y"" �/ _ sta r t i n g a C 1L� a.m. . - �_, . M a x i mum wa ter dept h a bove hole bc�t.c.� (date) • —�_m_.. . during test, � � 3 • ' inches. Time � Percolation Time Tnterval, MeasuremenC, Drop in water • raee, � • • Remarks '' ' Minutes inches level, inches minutes per , inch � . t�L L . �... ,. .... . _ G � �� � L_ '� :� . ... .. , �J�'l�- • 2 � S � � . / / .. . . O � i �� � _ � L r- � �-- � � . � � - ..j „� � � - . . . O i� �, ' � � . • �_ Per'colation rate a ��y minutes per inch. • C�o j- Z/ �GL C' � . . . • . . �.;• . • . . . ' ' . , ' , . . ��� , . . .r; � : �. . ^.. Loes_oF Soil Bor_inrs • ' 1S--la . i ' . - - - �-��-•--- , , . � ., 1,ocaCion .or Pr� �c�cC –Y��-��� � '��'� -- -- —�l"�=-�-=--- {, Dorin�s m�de by 1� ��.���?�_,.. A�ee•_•._1��--_L_-----�-- —. �....-•---• -� • • Classificltion System: 'MSHO ; USnA-5c:S �; Unil:i'ed � ; oL�her ______ __ ��°�.:'Auper used (check two) : Nand �, or Po�:er ; P1i�l�C , or T�uciceC �; oCl�er ___ �,�� �nepth, • Dorin�, nu�:her' l ` Dr,rth, Tlorinr numher ^ . in ---f---- --�---�--... . .._ ---� ' Feet Surf��ce elevation ' , r in - �-Surf.zcc clevation � �� � , - � EceC . .�.. . .._. _. . . ---------� ; 'n . �—. __ –._-- n — — -- — •_.-.._:..-- • . . . L�l.� c � �d� � . . • ��:�c�<' 1. o ��1 . �: 1 �R. . � --- . � . . � C ���I � Df�R I< 13/e. ��L •� 7r L, o A/�J . � -� � ��,� , _. . .. . . _ �rorr�.r� aR, cC.A �.a� � '�� - ��L `�y L�° � M � 3 y 3 _.__ �,o-�-� rn �3 �, � C,� . _ . . . �y,�� . 4 �� — � • , . 5.'r , , � S --- � . � . , .. • . . , 6 — . . ... . � — : ..,, . . . ; : .. . � . . . � , ..� . . . .;�� 7 �. . 7 _ .. . .., , . ., . �.. . ;:� : . . . . .I •II � , . .. • • . II ._ . • �. . , , . . ' Fnd of borin� at f.eet. Lnd of �borinrc ae -� 7 fce�. . . SCanding .���aCer�Cablc: � � - SCandinfi �aaCer tahlc: : '.: � � P-�'c�sent at feeC of depth, Pre�ent aC � _ fecL o(• dc���l� , • , • � . � hours af.Ccr boriny�. "' l�ours af:ter .horins:. ' tloC.prescnt in borinF holc �_. t�ot pre:�en't 1Yri'�tioi'in:r' 11o1e '�_. I .'�,` �tottled soil . , Dtot;tled aoil: I .'• Obscrvcd aC ,�;,� fcet oF depCh. • ' �nl�scrveJ aC •�g °cet �C depeli. -- ! ' ' Tlot �`xesent irt Uorinp, holc � TIoC prc�enC ii� borinn ltiolc ' I Obs�rvations and coms�tenCs: Ov�crvarion::,and couw�ant�: r � . . �. ' , . , . . �, , �;2'. � • . - , . . . .. ... • ,. . . , . � . : ' Lo�s of Soil D�rinrs �j_�II , . �• . ., . —— ,---- _---- . • C,����. �/ -7^ • � .;:,, T.o c�C io n .o r P r� f c�c t .,�,1-�4a'���.------ —,�.�l� r � -- ----•-- . . 13orin�s made by �L� ���� .� � .�-_L'�'���:---. nat"c _.�"�2-�=��...-----•--� � Classific�Cion System: MSHO ' ; USI�A-5(;S }�_; Unif.i`ed • • � ; oC�her ' • • �'�`�.y'Aup.er used (check two),: Nahd �, or Poc:er� ; rli�he , or I�uclteC �;`o�hct= �__. ' . , .�. . -,- � --- --- . . � : �.-�--. �-_--__--------� Depth, • Ilorin�, nu�:her' ' � _�_^_ pr;rth, T3orinr n�nnher � ; . in Surfnc� elevation � � , in •� �•� �� . �� fect . . . � EceC Surf.acc clevaCion __ •� . -•--._ -- ----- n — — ------ ._._._.._:.:.. . �. ` ,�����' �, o.�iy . . . �� . . . .. . . . ..1. ,.`.- . . p�n� ,Q� �o� . .. �. --- . � ' . . R. . �`9 . . '- --. �c,o a�. ���y �,o��t -- � . : . � , • 3 - M ����� � ��. ___ � � . . . . ,�R.. << �y.�.�d.�� � • � . 4 � . [, �— .� .� : ...:... �........ , � . . • , 5 — . S _ � f, — G -_ '•,� ' . � '—' - . � . � . � 7 --- �.. , . } 8 —.. � ' • II — � . Fnd of borin� at -3- 3 Leet. L'nd of bor.in,r.,_,aC<< fce�. , . , Standing �•'2ter t�ble: Seandinfi a�ater tahle: . � . � •, �'-i'esent at � � feeC of d�pth , Presenc at • fect � of:• c!ePC1�, � � hours af.C�r borinr. hours af:ter ho'rinn. ' t:ot.presenC in t�orinF hole �. J�ot present 'in� barins� hol� I '���r ?1oCtled soil . � , Dto�tled aoil: .' ^ � . , I . • Observed nC �• 7 fcet oF c�epth. • ' • �bscrvecl aC Ecae �C depth. i '. • ' TIoC �`Xesent in UorinF, holc .,_ � rior preccriC', ii4'"L��Sxiiir�,•hole __ , . Obsurvations and Co�r,ments' Ob�et-vatiot��,nnd coiTunonC�: • . ` , • , B-39 � C)'�✓ ��� ��Q PERCOLATION TEST DATA SHE�T , . . J �� Test hole location ���5�� - �� / � -- Hole number ' � �-' Date test hole was prepared �'-2 t�.- c�� Depth of hole bottoin,1� inches. Diameter of hole, � inches. � ,,, . , . Soil data from test hole: "' � Depth, inches ' Soil �textu'r�� ' ' ' , � -� .� L .��,� �. o A�y . . �-��' � �v, ,L=l 1 !� c ��y. .� of}/y Method of scratchins� sidewall ..SC/Q��C `j G'f� . .. , Depth of pea-sized gravel in bottom of hole, � inches. " IIate and hour of init�ial water filling _�'-? !�'-�� ^ �"'� �7 f'y • . Depth of initial water filling, _f ��_ inches above hole bottom. + Method used to maintain at least 12 inches of water� deptH"in hole for at least 4 hours � , 'L L Percolation test readings made by �p/�j ����� ��� on 9- 7_t-�/ starting at �� a'm' . Maximum waCcr depc:t� abovc liul�: i,�,i.t�; (date) 3 -----P.m. . .. . ... . ... during test, inches. ' """' ` "' ' ` ' Time � Percolation Time Interval, Measurement, Urop in water rate, Remarks � Minutes inches ��level, inches u�inutes per inch � u L . .. .. . . —� L � . �� � � �f 'LL � � � _ � 3o M ►'n� � � � � � , Q / r r , _, S / � �_� / 1 / � 7 � ) .. 1 I -. � i l I � i S � S .. _ ---- Percolation rate = �_� minutes per inch. L6T � p_ � . _ , . .._ .. I3-39 PERCOLATION TLST DATA .SHEET Test hole location J�f}/?J, S�/P — L, U� � "- tiole number 2 �-' Date test hole was prepared_ g'-� L�- g / , Depth of hole bottom,_�,� inches. Diameter of hole, _�_ inches. ' .�- . ...,.,. .�,.,.... .. � . Soil data from test hole: . ' ' Depth, inches Soil texture � -� -' _ �L��� L. o.�/y � -�� � � �'s � u L. o�/y Method of scratchin� sidewall ,��C ,�fJ�C`j _� • Depth of pea-sized gravel in bottom of hole, _� inches. Date and hour of initial water filling 9r 2!�/--9� �,�'� ��`J � Depth of initial water filling, /( inches 'above hole,bottoin. _. ', Method used to maintain at least 12 inches of water deptti"in h'ole for at least 4 hours � �/�L L . , . , Percolation test readings made by n0/j/ �j�'J,��j��,� on � 9-7,�- 9 � starting' at � a.m. � � . Maximum wate r dep th above liv le i��,t.�,. (date) •m• during test, / 3 inches. ��� � :�_. , Time � Percolation Time Interval, Measurement, llrop. in water rate, Remarks Minutes � inches level, inches . n�in.u�es .per ' incti � °-r� `L .• .. � . L L T v .. . � / o-r� _ I , . . � � 2 D 30 i/1/ — � ► � - - � „ , , .. ^ 2 - - � �-__-_. 4 � � ' ' 7 _. Z . ' ' _... 3 � ► � � - Percolation rate = _��_ minutes per inch. � o r �, /�-Z , . .. . � . B.39�. PERCOLATTON TEST DATA SHEET Test hole location���ft/s �� ` L� �^ � "' Hole number � � �- ' Date test hole was prepared �'-2 Lf - �f� , Depth of hole bottom,� inches. Diameter of hole, �_ inches. ..,... ,.,,_ . . � Soil data from test hole: , Depth, inches Soil texture . _ � -�.�- - �L� c � �, os�/L1 - . � ,�:�'- ��_ L ,�'� �'�-,�� ...,����� � �,�M � Method of scratchinr� .sidewall SC/P� Tt h�'/� Depth of pea-sized gravel in bottom of hole, 2 inches. Date and hour of initial waCer filling �-2Lj--9/ ���� Depth of initial water filling, � � inches above hole bottoui. Method used to mainCain at least 12 inct►es oE water depth' in hole Lor 'at le�sC 4 hours L' L L, ' Percolation test readings made by � � /Q� on ,�.Z a•m- 9'-2,�"'� � starting at /J, .m. . Maximum c�ateY depth above hole i�<,�tu: (date) . .... ... ...,.... . , . during test, � inches. ' Time � Percolation . , . Time Znterval, Measurement, � Urop in water rate, Remarks Minutes inches level, inches u�inutes per � -� . inch ' . LL �-� L .. . - /-' G L � i � , ------ ---- - —_.---- �D i� 3 _ i ,� i i i � r , � _ 9 �' � / v � �---- ii i , i � c. i � , � � � i� � � . . � .�., - ,-----. . Percolation rate = _��_ minutes per inch. LD�- 3 , P- 3 ' ` - . B-39 � � PERCOLATION TEST DATA SHEET Test hole location������ — �l�-- �j liole number y �-' Date test hole was prepared �_L�_�Cf� , Depth' of .,hole;bottoin,_� inches. Diameter of hole, �_ inches. � ..,, . , , � Soil data from test hole: Depth, inches Soil texture . . . �l —/ � ��'�� �' � o�/� � � Method of scratchinr� sidewall „�j )c:'�'� Depth of pea-sized gravel in bottom of hole, '� inches. Date and hour of initial water filling L� - Z Lf - �'e..• �" .d�1 ��A � _ �. Depth of initial water filling, ��_ inches above hole botto���. Method used to maintain at least 12 inches of water depth"i►� h'ole L-or 'at lcasc ' 4 hours �L Percolation test readings. made by - y.. on 2.� ! startin at �lr a.m. , � -� . Maximum waCer depth� above hole bc�«u (date) � .m. • during test, '' inches. � . , , , Time � Percolation Time Interval; Measurement, llrop in water . r�t_ei. . Remarks Minutes inches level, inches 'n,inutes per � •• inch � � � L T v .. ." - L . . • . . , � ..� _ . 3 3 . D /N S ' _ ' l / � / � � / � _ ' 7 • �. /� ��----- ii �� � — � � � — � , . � � . . .. . Percolation rate = _�.�7 � _ minutes per inch. � . �o� 3 /'- y . ' � _ . B-39 " " "' PERCOLATION TEST DATA SHEET Test hole location �j�fU ,5�� -� l-,v�- � — liole number �r `--��'. Date test hole was prepared 9-2.��—�' ��� Deptii of hole bottom,�_ inches. Diameter of hole, �_ inches. ' ..,, . . . Soil 'data from test hole: • � � -••�•�� ••'•• • � • � Depth, inches Soil texture � � -� y . /y- /� �i4Rf-� ,�iP,� �� � . . . Method of scratchin� sidewall _,0/� . /j/�/ S L���1j — � � �� . � Depth of pea-sized gravel in bottom of hole, inches. Date and hour of initia� water filling �-2 {'— [�� � � Depth of initial water filling, �b inches above hole bottoui. Method used to maintain at least 12 inches of water deptti"in hole Eor at leas�' � 4 hours / Q�f�j������ Percolation test readings made by �/�/V ��D���L,_ on startin 9�'2��'�� g at _ �: . Maximum water depth above hole hc�tt� (date) during test, �Z ��� inches. . Time � Percolation ' '. � Time Interval, Measurement, Orop in water rate, Remarks . Minutes inches level, inches n�inutes per . . ��►,ch ,. . . .. . .., . G L S� / D iN 3 �� � � � � L [- . . D D � ' ' s • O / O 3 / / --- 2 G o M�� 3 � Z - ----.._.. . . Z � s i �-. _ .. o . s -- D 3 � �i . S ' g7 ' 2 2 . Percolation rate a �. 9�_ minutes per inch.._. . . - . -•• • C a r .� , P- 5 ' � B-39 � PERCOLATION TEST DATA SHEET Test hole location�� / � ��-- �^ , ,_Hole number {j _ . �-�' Date test hole was prepared 9 ^T=q� , Deptti of hole bottom,�� inches. Diameter of hole,• �_ inches. ' ..,, . . . � Soil data from test hole: Depth, inches Soil texture � -� o � � L ,��k S� �I��iy��L.�� r� � � � � . �d—�� �� f� ,,�. _s �vDv L. efl � . .,,._ .. . Method of scratchinq .sidewall �,���,� N�T � c �,�TL.�f _ Depth of pea-sized gravel in bottom of hole, inciies. • ' Date and hour of initial water filling �2,S — �� ���_ Depth of initial water filling, �� inches above hole bottoi��. ' •' ' Method used to maintain at least 1'L inches of water depth"in h'ole for �at le�i:;t 4 hours �/� � L. L • Percolation test readings made by ,Qf�N (�-�/�D/If�L��'G. on C/--25— q1 startin at � a.m. & --- Maximum water depth above hole i><,i.t_.�ir. � (date) •m• during test, S inches. , ,. Time � Percolation Time Interval, Measurement, Urop in water rate, Remarks Minutes inches level, inches u�inutes per inch � Z / !J G 2 .. - , , , � 3 G�/ � ' ��s � - - -��-•--- D 3 .. . . i� .. � 6 D i' � . � ... , . . i � , 0 o i� ' v — D ... i . ' . O • / , � ..,,�--- — Percolation rate = �.� minutes per inch. � L D y" ,�� � - � - , ' . , , , � . � ._ �. • ,. . . ., , . .�, • , . � . � . . ' . � . - .. • • Lo�s oF Soil_IIorinrs 13-1�3 •:,�• --- ----- — --- - . , � • . ,. --- . � :Y�.h,. 1.ocation .or Pr� ��ct ,$��'�----- —� � " �/ --� ---�-- ----�-- .'.4� ..I3orin�s made�by -���1�—��4������ •��ate :��_��_'--=-----� •.ClassificaCion� System: MS�10 ; USI?A-S(;S x ; Uni.f:ied ; o�her � �;.''Au�er used (check two) : Nand �, or Po�:er ; Fli�ht �, or `I�ucicer �; othcr _ __ � ,., . . . , „ . . . --r---- ---- ---- � ---- ---.------ , � De th, • • . .. / �: ' p Borin�; nu�:hcr' �___ nr_Pth, T3orinr� ni�mlier � . in . --�.L�._._. . .._. ._ � Surf��ce elevation ' + in Surf.ace elevatian , � � Feet � . ` Eeet � � , ., - , �-�-:---� � :� . _.__ _- _^_- �� ___ �. - ___�.�_ ._.�__:.__......� , � . . .. �L�.K� �. d�M � � .. 13L��K. l. o�Nl. ..1 — M r-o, f�R. . i --- �E�, (�R. . � � ��.�y Lo�+�y c L�szy L,o AI�'1 , I . ' _. �,o���� _- . ' . . CR, c.L°i�y ' /�1 o rjc r-o � � � � l;o�+M yL� �G-L,��/ ' 3 — 3 _�_ , . . / �, � 4. — �� — � . , � 5 ,_, . , S _ ' . . .. . . . �, `_ . . ... • � _• ,.. .. .._.'.. .._, _. . , '. . '` • , 7 -- ' � � 7 — • • �. 8 —. ' • II — � . End of boring at f.eet. Lnci of borinr.yaC 2..5 feet. � . , Standin� e.�aCer tab•le: SCandin� �•�ater table: . ' • � F'3-esent at feet of cic:pth, Present at • feeC of•, del�Ci� , � hours af.ter borinn. � l�ours af:ter horins�. t;at_present in borinF hole �_. No� pre�ent 'in• bar.iric:'"hole� �_. �' ' � I � , . . i '` �totcica soil : . r;occi�a �oii� I, • Observect at ��� 7 fecC .of depth. ' �t�scrveJ ae'. ""f-�c�' �E.�ct �t depClti. ! • i � � TIOt rresent 1n borinp: holc _ f1oC prc�enC„ in,�o,.ri��r ltolc ___ �� Obsurvations ancl co�r.ments� Ob�crvaCion:;,at�d ConuncnC�: � � � . . . . . . , ,. . .....� :., . . ;,• . , . • . . . • ;: • . • � ' � •. ' Lo of Soil B�rinrs • , `-�''—_- -- _----- , 13-l II � , I.�cat.ion .or Prn �ect ��`�J'1---- ^.— ~ — ----.-- _��/�� °�— B o r i n fi s m a d e b y --���'-L-nJ` �"��.� [�"/���� ,LL.4-_.��L.�-, n a�c _��—2 t�—�—--------� � Classification_System: MS�iO ; USDA-5CS _ _; Unifi'ed ; oC!ler ______ __ :•Y•, . ,;;'Au?.er used �(check two) : l�and �, or.�Poc:er ; Pli�lit. , or I�ucict;t �; oChe'r �___: � • . �nepth, Ilorin�, nucnc�r ' � Dr;Pth;" '-T3�rin� numher � I . i n "_'�-- .. ... .._. _. -- —�--.. . ..._. ._ . feet Surface elevation' ' � . in Surf.,zce eleva�i�i1 . . , Ecet ------� - ' '.� ����k �O!� � � — — ------ ._.__..__.:_. � . • i — �s��X 13�. , i --- . � ' � .3/�/YDy �d/9/.y . . • , .. � . , ' _. ; I3�dw�v : � —� . , ._ , , .. . i �� 3 _ . . �o,�� y ___ � � . . - � .� 3 , .� S .��D . 4 _ �� — ,... . . . • : � � . . . .. � . . j S � B R. SAND y �D,/��I •-- • • 5 � : � — 6 _ . ..,._ ,. . . � I , . . .. .. ... . . .., � � .:,. , _ . . . , _ . . .; . . . . .. � . ���� �,8 :— . � . � . . a _ � � � . � � . . . .� .....� .. . . .. . . . Fnd of borin� 'ae - f.eet':' ' �nd of borinr. at • � fcet. , StandinQ �.ater tablc: � • SCandinfi water tahle: . , : �'�-�sent at feeC of d�pth , Presanc aC _� fceC oE• de��tii , � ' hours �f.ter borin�. ' ti'ours"a'f:'eer hori'ns:. i tiat_present in borin� hole �_. l�ot present 'in boi-inr hole� I .° � I '�� ' :(ottled soil : . D;o�tled aoil: . . . . . � '• Observecl aC feCC oF depth. • ' nbserved aC feet �f dcpCh. ! � . � Zlot pzesenC in borinp holc �_• T�oC pre:,enC in borinr l�olc � . '� Obsurvations and co�r�ntients: Ob�crvation::,ancl -coironant�: • � i .. . � DAT TIME CITY OF ORONO CALLED IN — � ? INSPECTION NOTIC SCHEDULED — "�� �'�'� � PERMIT NO. ���, COMP rEo ` '' ADDRESS � � " OWNER CONTR. � TELEPHONE N0. � DESCRIPTION � 01 FOOTING 11 M HANICA I 16 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING � 031NSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS O Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS v 07 UEMO—FINAL 27 S 21 COMPLAINT � 09 PLUMBING RI EPTI . 22 FOLLOW-UP � 10 PLUMBING FINAL 23 SEPTIC AL � OWNERICONTRACTOR TO MEE1 YOU:_YE _NO � � COMMENTS: �' — � W � � � O �. � O � W � Q � Z W � W � j O WORK SATISFACTORY:PROCEED �; PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR RE�N�PECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. —, 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 Owner/Contractor � Inspector. White Copyllnspector's File Canary CopylSite Notice ;� ,/ � DATE TIME CITY OF ORONO f�„Y S CALLED IN _2� )i � INSPECTION NOTICE �J SCHEDULEO �' �,3 PERMIT NO. ��'L COMPLETED '" � I�����ADDRESS OWNER r CONTR. �� ���I� TEIEPHONE NO. � DESCRIPTION ���`—�� � 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING y 031NSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS O Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS v 07 UEMO—FINAL 27 SE 21 COMPLAINT = 09 PLUMBING RI EPTIC INSTAL 22 FOLLOWUP J 10 PLUMBING FINAL 23 SEPTIC AL Q OWNER/CONTRACTOR TO EET YOU: YES_NO � � COMMENTS: / ' � '� � � � � � j ---- i a " , �- 0 � `. � � O � �, � �� I' W - � Q � Z W � W � � d � WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑ CORRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. i—. PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED C STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cal!for the next inspection 24 hours in advance.47�73�J7 OwnerlContractor s' e: Inspector. �� �'—� White Copyllnspector's File Canary CopylSite Notice � CITY OF ORONO CALLED IN 1j�E l'T�� � --x����� gr`.l INSPECTION NOTI SCHEDULED � PERMIT NO. ���'S , COMPLETED /� � ADDRESS /b S OWNER ��° CONTR. l`,�',K � � 11'P/x'1?� TELEPHONE NO. � DESCRIPTION_��j.�� � 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING � 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS O Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETITURN QN 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS v 07 UEMO—FfNAL 27 SEPTIC 21 COMPLAINT = 09 PLUMBING RI TIC 22 FOLLOW-UP J 10 PLUMBING FINAL P�T�IC INAL � OWNERICONTRACTOH TO MEET YOU: �'" Y�FS_NO � COMMEN : � � , , , �'% .�� � _. a � �� � � J �' � -- % l�. i P ' ;� � 0 � W � Q � I Z W � W � j d W WORK SATISFACTORY:PROCEED ; PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REIN�PECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ' CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.47�73�J7 OwnerlContractor o it . Inspector. � � White Copyllnspector's File Canary CopylSite Notice v DATE TIME CITY OF ORONO CALLED W lo- a3- 93 INSPECTION NOTICE SCHEDULED h-�� %�' PERMIT NO. �'� �s COMPLETED ADDRESS ��P�s�= �� OWNER ��-e.� CONTR. �-�c,12� 1�i�,!''�,.r_ TELEPHONE NO. lf�0 a 7�� � DESCRIPTION / � � �-�^-�� � 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING � 031NSU�ATfON 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS � 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Z 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 SEP I TALL. 22 FOLLOW-UP J 10 PLUMBiNG FINAL r 3 SEPTI INAL n Q OWNERICONTRACTOR TO MEET YOU:_ �� � COMMENTS: d��� rn��� O� � a �J C� o — P_� i � _ � � � � J � � � � � � W � Q — � Z W � W � j d i]WORK SATISFACTORY:PROCEED �PROJECT COMPLETE � I 7 CORRECT WORK R PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. �` pHOTO TAKEN INSPECTOR WILL RETURN C STOP ORDER POSTED.CALL INSPECTOR , CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in aderance.473-73rJ7 OwnerlContractor on it Inspector. � White Copy/lnspector's File Canary CopylSite Notice