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HomeMy WebLinkAboutEngineered Plan - Rev. 1993SOIL TEST TOP OF FOUND. - EL= 30� OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 DATE OF TEST 3 a - '13 DATE OF TEST ,; - `'t l DATE OF TEST WITNESSED BY P.M WITNESSED BY L:L WITNESSED BY PERC. RATE MIN./INCH PERC. RATE MIN./INCH PERC. RATE 4' MIN./ INCH ELEV.= ELEV. = J V ELEV.= cl TOP t r,Jt3:::t7tL 10 FT,! MIN. - d' 6. 4' CAST IRON ( OR - EQUAL) 'IPE -MIN. PITCH 1/4" PER FT. I r I / � yT � ��` jL ice. 4,j:_•".....�._ CONCRETE 4 SCH 40 PVC COVERS CLEAN SAND PIPE -MIN, PITCH i 1/ 8" PER FT CONCRETE COVERS 12 MAX -t_ -Ti 2i -0 n —2% MIN. / •"`,. FLOW LINE Gu.clr•L Tri_ 4' Ll EL= c � . o,.. :• i f � Vii!, i '. --- ��. oo , E Z v 3 _ 24 n EL _ 1�Fi,tla o , OBSRVA T I Ort HOL I..I 1 L-�.• t.0 STATER_ EL»==�RTER a�T __ _ - lY�o - r� DATE OF TEST .., ..__.. . ._ WATER AT EL = 11 . _ WITNESSED BY PERC. RATEIUiIN./ENCH L ICAICA I M5L DIST o BOX p 4 _ LOCATION M A P GAL'{ SEPTBC PRECAST LEACHING r BASIN/ GALLEY OR -EL- �� ` LEGEND: i TANK rI EQUAL ! EXISTING SPOT ELEVATION 00.0 l IZ' rola I EXISTING CONTOURW --'00--- -- _ 1 �' - FINAL SPOT ELEVATION 10,01^ +L FINAL CONTOUR PROFILE OF � - r OBSERVED WATER TABLE E�' �I�1 SOIL TEST LOCATION SEWAGE DISPOSAL SYSTEM ADJUSTED GROFUND WATER TABLE ( 3/ /i3) ELS! l� o TELEPHONE POLE -0- NOT TO SCALE I HYDRANT _. T ' aN TOWN WATER VV _� -- -- -- -- -- I CAT'BASIN J ti � CHVTA_ t U FRAMECOVER SHALL BE SET WIT)F MASONRY UNITS CLEAN SAND WHICH A?E TO BE MORTARED IN 1 01 ;s 2 LAYER OF I. ALL WORKMANSHIP AND MATERIALS SHALL' !• `� 4 �I?... // �� �' - -- - OBSER�,;R I{�I a I I I lzil, 1/8- 1/2 WASHED CdNFORM TO' D.E(Q.E. TITLE 5 AND THE E✓ 1 �I I OLE I a , .. ' STOWOF��-. 4� 1 + I'J"I RULES & REGULA"TIONS TOWNFOR THE SUBSURFACE DISPOSAL OF SEWADATE OF TESTGE f �� f ? 4 2.ALL COVERS TO SANITARY UNITS SHALL BE WITNESSED BY__ i -r __ _ _—_ �f !r � / PERC. RATE _-__.^ rv11N./INCH a ' �" '� .; 1 I o BROUGHT TO WITHIN 12 OF FINISHED GRADE 1 ° - 3/4'- I i/2" 3.EXISTING AND FINAL GRADES SHALL REMAIN - I I _ w ESSENTIALLY THE SAME : I '' `` 1, % I q �' �' >= p i WASHED STONE; p 4. NO DETERMINATION HAS BEEN MADE BY THIS w I FFICE...A P cTOWN, w '.t -0 S TO COM- LIAUC� WITH ;I - -tom_ t"io fir,, 'RECAST LEACHING-,. - - ZOiJING\7REULATlCRLc _ OUJt:EFt,/-/tPPLIG^AdT ►5 BASIN / GALLEY OZ TO OBTAIN SUCH DETERMINATION FROM 24 DIA. COVERS EQUAL APPROPRIATE AUTHORITY. 5. THIS PLAN IS VALID IF IT ISTA .- - .__ _. '• ` \ 1 it S MPED AND . — '� 1 — _ �� ���"--1 �•- i1,.-, ..,_ �z _ PLAN VIEW ♦,!. SIGNED IN RED: .THIS OFFICE A SSUME$ NO RESPONSIBILITY FOR INFORMATION CONTAINED FRAM- ( t ON COPIES WHICH DO NOT HAVE ORIGINAL Ll /-•- r�S & COVERS SHALL � � t BE SST WITH MASONRY UNITS I< �>'A STAMPS AND SIGNATURES . WHIC ARE TO BE MORTARED IN P..ACE l 6. ALL COMPONENTS OF THE SANITARY SYSTEM L - - try' A T E r ;aT -I `= _ E I_ _ !.' "_,. _ J `1 �� / � .\,,`"`yA N\ � ` ` •— , v - � :. LEACHING FAC I L � I � SHALL BE CAPABLE OF WITHSTANDING . kT�-'IO ;WEFT _ -� r �.� - LOADING UNLESS THEY ARE UNDER OR WITHIN 33' } Ta 3 h1IN. A.• OUTLET 10 FT, OF DRIVES OR PARKING AREAS, H-20 { NOT TO SCALE LOADING SHALL BE USED UNDER OR WITHIN 6 MIN. FLOW LINE -- -� ----4 REMOVEABLE COVER 10 FT OF DRIVES OR PARKING AREAS ~ 10 MIN. OUTLET PIPES 7. SETBACK REQUIREMENTS (MINIMUM) FRONT SIDE E ir'-f Isn'is �0 AS REQUIRED REAR �� r r DATE OF TEST APPROVE A HEALTH WITNESSED BOARD HEAL QED BY 14 FT. MIN. o INLET r FLOW O;JTLEl PERC. RATE _?t,11IN./INCH LIQUID , t LINE- ' DE PTH it J. 1 1._ � DA GENT ELEV t.- { 6 PROJECT LOCATION: i © �� V'//`17L.:I ��. tvsl o _ `�! /INLET TEE PROVIDED PER SECTION 15.10.2 APPLICANT r TITLE 5 L-�,T- I' 1 CROSS SECTION VIEW OUTLET E I , �.- �_ ,1. f � .� 1 �, ,, ECT , t N0. OF OUTLETS J U 1 1393 I tr I <.,, . ; � �� I �,,,<,�- I ` ; �'" � � � LIQUID DEPTH TEE DEPTH - I ... '" cs ` I �,._ 1 :• 4 ��� %'� I h TANK DETAIL BELOWFLOW LINE � 1 SEPTIC T 4 FT. 14 INCHES DIST. BOX DETAIL HE LT>Ht� . NOT TO :SCALE 1 5 FT. 19 INCH ES ,>q �._ s NOT TO SCALE - � ES , WAT T E M ,1 " 24 INCH - - _ L 29 INCHES < ,;, - :. 7 F T. `c , ; �, i of n-.. ,> r..;,✓ ej i. `. t. - _ ._t _ � .�l Eti ,�- . FT. LZ,=v >r.9 I .•�"�i/ I ,, � 1� �,_. _ ,�,t ,,y. INCHES N �1V�J��-o.,. L'�c� a.1tc L.I t _ I k,.��' tr. I ♦ 1 1 1 t t t ' i 1 \ i...t'{ , ,> L.o , � I • , � C _. F _1__-. f. • • . , Engineers - Land - � 1 y CALCULATIONS ns L o Z + I fi ' / f�� 13 U '-1 `✓lC. , IT SIG A1,:}.�i li ti41tL 1-?I!.t:,: f� s. !'r lr L:_1 ._. c l- li=ITr �!`r cT7. t:tc },•J� n ,Zl 1Qr$ t1Q11�/I DESIGN� Sury � � l _ I 35 ROUTE 134 - U - `� - _. __.=. ✓ / C. t 1 .Irl -i `{ �: I:i JVi .1: ti, 1 O Bt%/1 . G 37 i x.. NUMBER OF BEDROOMS... u� cc..t- . ,-.;a ,�E_z, . - r.l'tJ,_" �,-,��► _ wT,L SOUTH DEN j �. h. 2 rn' i�Ir : i turf. G 1r 3 p / ' '1 l:. GARBAGE DISPOSAL UNII:. f\1� 3 �v fI� i ' •- �+.5 �t�1C.c; ;tn� Q� s. c �r-t•�1> �p .. f ,., . ; >`a-� � /-: T rlsREVISIONS; / � .A -p•,: TOTAL ESTIMATED FLOW c�Q C�>,,�tt r�. f`:; ; �,�� �.?E �'�_c��tF t a , - 11 / - - GAL / BR. /DAY x BR.) ............ GAL /DAY 12_ ONL1 !her ;i / Lbf� -tF L FSE ` \CAPACITY...l���� 1; t.1 tir���J JtiJSvI�r' Y 1_� tlA-pJ2 c,L �t2� I " REQUIRED SEPTIC TANK ........... GAL �i �1+c>u t. ' :�> «l� f•:r S? AA.T- i JJQ ACTUAL SIZE OF SEPTIC � TANK... `^•- .:.:��*f ......... GAL. i / ,. K `✓ �s• o / 3s t"' LEACHING AREA REQUIREMENTS I i ♦.. r n .r� C" SIDEWALL AREA �' S _GAL/S.F. -) BOTTOM AREA I 0 GAL./S.F. LEACHING CAPACITY (BOTTOM +SIDEWALL) GAL f�?S 1 0 xT G ,% `9`�Pi 1 t ✓ , '93 JDG Z7S�AFD *I �Te 1� N5E }I 1c i JAMES t SCALE: Z6 DATE: LEACHING CAPA ITY... 76GAL C1 -1 i '`.. �``*`:d'�'�-�> tib. : ISTEC" DR. BY: APP D. BY: - -