HomeMy WebLinkAboutEngineered Plan - 199411
TOP OF FOUNDATION
ELEV. = L2
, X . : ;ri f '
SOIL TEST
DATE OF SOIL TEST ��' "� / C) C2
CLEAN SAND WITNESSED BY L'" ` f"�'
PERCOLATION RATE -MIN./INCH.
2' LAYER of OBSERVATION HOLE 1 OBSERVATION HOLE 2
�8 ' " " "r
t - TO 1 /2ELEV.= �_ ELEV.=
WASHED STONE ON
�. TOP AND
\ SUBSOIL
• ` Y• '
o ° ;►
o
00 f
0 O
!
0 0 o WATER AT r EL.=' '- WATER AT EL.=
W ° 0 °
° °
0 DESIGN CALCULATIONS
U- o ° y NUMBER OF BEDROOMS
TO BE WATER TESTED o ° w ° ° ELEV. _ GARBAGE DISPOSAL UNIT'°'
1000 GALLON o 0
I �_! IF MORE THAN ONE OUTLET TOTAL ESTIMATED FLOW
SEPTIC TANK (+ GAL/BR./DAY X �' BR.) GAL./DAY
REQUIRED SEPTIC TANK CAPACITY
I - -- PRECAST LEACHING_ 6 DIA. - GAL-
BASIN OR EQUIV z ZONE =—�= ACTUAL SIZE OF SEPTIC TANK ��dQ GAL.
INDEX LEACHING AREA REQUIREMENTS
SIDEWALL AREA -'� GAL./S.F.
SEWAGE DISPOSAL SYSTEM PROFILE ADJUST BOTTOM AREA - GAL./S.F.
LEACHING CAPACITY�EBOITOM + SIDEWALL �`' GAL. AY
NOT TO SCALE �'�-- _ � ...• .., )
-',
RESERVE L ACHING CAPACITY � 79'? GAL,. AY
BOTTOM OF TEST }TOLE OR USGS PROBABLE WATER TABLE ELEV. f � �
oEISERVED WATER TABLE ( / / ) ELEV.
NOTES:
3 % 1. ALL WORKMANSHIP AND MATERIALS SHALE CONFORM TO D.E.P.
= ' TITLE 5 AND THE TOWN OF �`'�" �`� F 0 r
LEGEND RULES AND
REGULATIONS FOR THE SU®SURFACE DISPOSAL OF SEWAGE..
EXISTING SPOT ELEVATION 00"G
r r i� 51 a G 2. ALL COVERS TO SANITARY UNITS SHALL 13E BROUGHT TO EXISTING CONTOUR -_ --00----
WITHIN 12" OF FINISHED GRADE.
FINAL SPOT ELEVATION.
j
,y _ .-FINAL CQNTOUI' 3• EXISTING AND FINAL GRADES SHALL REI�AAIN ESSENTIALLY THE SAM!`
&.! 't n� _L`��.tr•�l Js► �(� "'t l SAC !�`CA®.F�11 C tls'
f -.-... ur--
:vIL TEST LOCATION
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR- WITHIN
UTILITY POLE 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
'�•., "OWN WATER �W _-�---W�=
/ _ USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
_ CATCH BASIN `®/ ° .7. 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE: SHALL
BE MORTARED IN Pik E.
! I P C
J 6. NO DETERMINATION #4AS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONINQ I RFGULATItI,IS..:;WNER APPLICANT IS TO
OBTAIN SUCH D NATION FR6M APPROPRIATE AUTHORITY.
7. k' i, !•e 5.5 P, 70 _Or. f ✓,..t p;rtq • f� /fGKF/tic!'
f `,1 � / � � ,' : �Q. s_� • F� � l � , o is v' <r / j '.� 3 C' r tJ !c f . tS :! ! ^.f .S l /.ate' � f/J fF"C (, /N r%,
10 FT. MINIMUM
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1 /4" PER FT.
ELEV. = i 7 O
ELEV.�-
,'1
l6,, `f2.
20 FT. MINIMUM
CONCRETE
COVERS -
2" MAX.
FLOW LINE
100
-TMIN. 19"
F
IK
4" SCHEDULE 40 PVC PIPE_
MIN. PITCH 1 /8" PER FT.
CONCRE_7 _
COVERS
ELEV. 210" o
ELEV. _ � LEVEL
ELEV.
0
0 0
DISTRIBUTION ELEv.
0
BOX WASHED STONE o 0
!
r APPROVED:. BOARD OF HEALTH
�:. DATE AGENT
PROPOSED PLOT PLAN
FOR
a,ECT LOCATION LoT' 2 r�1
7 ,- 1,5 !t% s �s'� :,rz:,
STANLEY R S �FR INC;
97 SEA STREET
DENNISPORT, MAS&
398-3922 Cl 63!
SCALE
30
ITT
IVEVI�D
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LOCATION MAP ['0B "O ?7 !� - 00 SHEET / 0�%�