HomeMy WebLinkAboutApp# 3187AEIS
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- YARMOUTHCOMMI�TTEE
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DRAWING NUMBER
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C"RRETTE PRO FORM 92OPP - PRINTED ON §MH CHAR"INT VELLUM
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-12 CHARRETTE VRO-FORM ►]OPF PRINTED ON 920H CHARPRINT VELLUM
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CHARRETTE PA0.FORM i20P♦ PRIHTEO OH 92M CHARPRIHT VELLUM
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k i4—_ CHARRETTE PRO-FORM "OPF PRINTED ON BMX CHARPRIW VELLUM
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CHARRETlE PRO-FORM WOFF PRINTED VIN 120H UHMPRINT VELLUM-
20 FT. MIN.
TOP OF 'FOUND.
SOIL _TEST.
EL. _ . 11 Y,v DATE OF SOIL TT 3VjFIle 3
10 FT. MIN.
CONCRETE WITNESSED BY V. = ,Do.�sc�
' COVERS 4.. CLEAN SAND SCH.: 40 PyC PIPE PERCOLATION : RATE �fz MIN INCH
MIN. PITCH I/B PER FT. I OBSERVATION HOLE 1 OBSERVATION HOLE 2
CONCRETEELEV.i �[ 4
,0 4"CAST IRAN PIPE 12 COVERS 2/. LAYER OF - o — G ELEV.=
(OR EQUAL) MIN. I/8 I/2 WASHED . Lehman 10!'.•�
PITCH 1/4 PER FT. STONE C. 6
_ fart• fo.c ,
FLOW LINE
EL= I10.7 MW. (y,
EL= 1tO•'1
EL = l i U. �1 LEVEL
EL: ) 09 y
tsar ts�' "
EL. _ �Z D
DIST. EL= 109 /� _
d w' WATER AT /)`� EL= 9'D WA ER AT rr EL.-
r t7d �
BOX
GALLON WASHED I STONE ° p 0 U. 00
SEPTIC TANK W a a EL.= to3 DESIGN CALCULATIONS
PRECAST LEACHING NUMBER OF
BASIN OR EQUIV.GARBAGE DISPOSAL UNIT' NO ,
ti 6 DIAM. 7- y' TOTAL ESTIMATED FLOW
SEWAGE DISPOSAL SYSTEM PROFILE io' c �s GAL./
QDAY x 39/� ) z% �` GAL.
REQUIRED SEPTIC TANK CAPACITY GAL.
NOT TO SCALE ACTUAL SIZE OF SEPTIC TANK /ooa GAL.
BOTTOM OF TA T NOTE OR USGS 'PROBABLE WATER TABLE EL= 9 Lo LEACHING AREA REQUIREMENTS
+� OBSERVED WATER TABLE I / / ) EL= StOEWALL AREA 2 �� �iAL./S.F.
BOTTOM AREA /, d GAL/SF SY9 %
LEACHING CAPACITY (BOTTOM+SIDEWALL) GAL.
LEGEND' RESERVE .LEACHING CAPACITY, 7 GAL
EXISTING SPOT ELEVATION 00x0 1
itlt'• ;� =` �1* EXISTING CONTOUR -----00----
FINAL SPOT ELEVATION ® NOTES'
" FINAL CONTOUR
1. ALL WORKMANSH19 AND MATERIALS SHALL CONFORM TO O.E.Q.E.
% L. ✓�r SOIL TEST, LOCATION TITLE 5
r t CNR2Cr S 17 5 -+oMi UTILITY POLE ' REGU T ONS THE TOWN OF URFACklff^7a ISP RULES 'AND
_ n r _FOR.TME.5U8SURFACE DISPOSAL OF SEWAGE:
TOWN WATER=W====W
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
J air C CATCH BASIN �®) WITHIN 12" OF FINISHED GRADE.
3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
Liba/T/n/G . _ _ 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE
�✓° \ '" �` QC{ �\ OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR
` WITHIN 10 F7 OF: DRIVES OR PARKING AREAS. H-20 LOADING
y
MIN. FRONT SETBACK ?o SHALL BE USED UNDER OR WITHIN IO FT. OF DRIVES OR PARKING.
"`' ' MIN REAR SETBACK _ z S 5 ANY MASONARY UNITS USED TO BRING COVERS TO GRADE
MIN. SIDE SETBACK 20 SHALL BE MORTARED IN PLACE.
6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
'" '� �� • � o DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS :TO
OBTAIN SUCH DETERMINATION FROM APPRO PR IAT E 'AUTHORITY.
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APPROVED BOARD,%�F HEALTH
e-,APPRQl�
" ��F c ; o � � ®\ `�.., � zo^��•�G- Com-? s,
dwJr2j f o n
0 1 J f7SS[rSSooey 1�' AE/ )CC 1 DATE AGENT---wARIU10UTH CO 1P� EE
/2 J r O K H R H D
/!!� JAN j 8989
f
WILLIAM C
-U WILCOX
No. 31341
Loc u,5
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PROJECT LOCATION,
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APPLICANTS .. -
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ROMN.W. W/LCOX" .
PROFESSIONAL LAND SURVEYOR
203 SET UCKET: ROAD = '
385-6478 SOUTH DENNIS, MASS 02660
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