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SITE PLAN SHEET i of 2
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71
N
I
OF
�o w LUAM
WARWICK Li
No. 19771
/STER��3 `
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^C GC/aiLuJ,4e dam_
RE6/S7EREO LAND SURVEYOR FOR-l-. '5�v L L-yytJ 1�5,
ZONE ... G G ra!-t-F V--y L,5 AA h% 5�,
PLAN REF DATE y 1 z-r ► 'y Sy S/r2(2rj
BENCHMARK DATUM. WM. M. WARIN/CK 8 ASSOC., INC.
DOMESTIC WATER SOURCE J �AJ t�Tf-:� BOX 801 - NOR TH FA MOUTH
'FLOOD ZONE-IQ a ►A A•'i,-A R-a MASS. 02556 - (617) 563 -26 38
F ` ` LEACHING QASIN SECTION NOT TO SCALE Shec 2 e f Z
24 C.1I,MN COVER
EAR TN F/L L BRICK AND MORTAR COURSES AS REO"D• TO BRING
i �--•>, _,r.r a _ COVER TO GRADE
8'FLOW LINE 2'�- k8"TO% wASHEO PEAS TONE FREE. OF IRONS,
INLET -.-'�
PIPE '' FINES AND DUST IN PLACE
f 4'' / .r i •, 314" TO I�2"wASHEO CRUSHED STONE. FREE OF
OPENING W/T IRONS, FINES AND DUST /N PLACE
A�• OUTER DIA
METERER
ANO /314„INS/OE
DIAMETER
• i CONCRETE TO BE 4000 PSI 28 DAYS
5 ' 2. REINFORCED WITH 6"x 6° NO. 6 GA. W.W.M.
i 3. 2'AND 4' SECTIONS 'ARE AVAILABLE FOR
GREATER DEPTH REQUIREMENTS
i 40„ �---�l---4 s 0" I 3 --� 4. NUMBER OF PITS REQUIRED oN f
' NOTE: EXCAVATE TO ELEVATION 3e•S OR
MIN. L EFFECTIVE DIAMETER
(NOr TO EXCEED 3 TIMES EFFECTIVE DEPTH) LOWER AS REQUIRED TO REMOVE ALL
- - war£Ii raet£ - LOAM AND CLAY BENEATH PIT. REPLACE
EXCAVATED MATERIAL WITH CLEAN
TYPICAL PROFILE GRAVEL TO DESIGNED GRADE.
j /8"STD. Lr. WGr. C.I.NH COVER
i, 4"C./.PIPE 4"BIT.FIBER PIPE OUTLET LEVEL
FLOW L lNE r/GHT ✓0/NT
r o TO FIRST JOINT
OWEL L/NG -- -•�. „—;�.
/4- o O O 1 1 0' 00 1
C.I. TEE I1 poOIOO 1 1 I
' �/•D o TD. PRECAST CONC. D/ST. BOX TO BE sl )p ' i 1 000
O 0 1 I 1 1 ,
' OODGAL.SEPTIC TANK. INSTALLED ON LEVEL 11100 0 0 0 1 I I
' STABLE BASE i 1 0 00 0 0 0,1
'e.. 3,• 1 100 O O
NsEPT/C TANK TO Be 1 I 1100 O 0 1 I
INSTALLED ON LEV�'L, 1
STABLE BASE. 1 110000
11000 0011
LEACHING BAS/N i 1 1 0 p 0 00 0 1 �
BASE TO BE LEVEL r 1 8 O O
SOIL AND PERC. DATA
PERC. RATE ` Z MIN. /IN. O TEST PIT N0. P37v7 O TEST PIT NO. 2
•� U�..i'G � I%LD 3 fiat/4J13yoi.L
.TEST BY: - �,rzv. v 1�-L_
WITNESSED. BY: M M
TE9T PIT GR. EL: `)°0�
F 1 ►.I1:
DATES I v. ZS . av�• 12 5 v-r.a v rG�36.5
OESIGN DATA GENERAL NOTES
BEDROOMS 3 NO HEAVY EQUIPMENT TO RUN OVER SYSTEM.
,DISPOSAL nod SEPTIC TANK, DIST. BOX AN LEACHING BASINS TO BE STANDARD
EST. TOTAL DAILY EFFL I��GPD. PRECAST REINFORCED CONCRETE UNITS.
SEPTIC - TANK ` avO GAL ALL _SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE
TO REVISED TITLE 5 OF THE. STATE ENVIRONMENTAL CODE
SIDEWALL AREA-GAL./SQ.FT. MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF
BOTTOM AREA. 1'� GAL./AQ,FT. SANITARY SEWAGE EFFECTIVE ON JULY. 1 , 1977.
LEACHING REQUIRED200 SQ.FT. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD
ACTUAL LEACHING AREA
OF HEALTH.
SQ,FT, -,,,.AT COMPLETION OF,CONSTRUCTION, PRIOR TO BACKFILLING, THE
�. BOARD OF HEALTH SHALL BE NOTIFIED FOR INSPECTION.
PITCH ALL SEWER LINES I/4" / FT. UNLESS INDICATED OTHERWISE.
H° s
SEWAGE D/SPOSA L SYS TEM
o .MARTIN
E. n, II-OR'MORAN
f 23 17 H V O 1 4: 4 -✓ 4,-- V 1,J I- Li
GIST � ��� G�1-1-t�1G �l ►t�I. �5.
ssforin4 SCALE AS INDICATED DATE J L3 IJ r-: 12 , 19 dv y
i�
WM M. WARWICK 8 ASSOC., INC. -
80X 801 - NORTH FAL MOUTH
`PROFESS/ MASS. 02556 - (6M 563-26J8
ONAL ENGINEER