HomeMy WebLinkAbout38.69 - Proposed Septic DesignBENCHMARK
TM OF FOILMATICIN 20 Fr. MINIMUM FROM CELLAR
10 FT MINIMI fu FRfw SLAB OR CRAWL SPACE
SOIL TES
DATE . �, D b 10 FT. MINIMUM TEST OOt IMT
ELEV. .L _......,, CLEAN SAND WITN = BY m o
OCRETE
OVERS;7 4' SCHEDULE 40 PVC PIPE LOAM AND SEED OBSERVATION HOLE 1 Etl /... OBSERVATION HOLE 2 ELEV.
--r----- 7 MIN. PITCH 1/b' PER FT. "� � � r 1 AYM nF PERCOL.ATION RATE, t Z Mft/INCH AT -d-ON 2 ITC PERCOLATION RATE — M1N./IHCH AT INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
7 •
A
WASHED STONE
VENT
2� 4' CAST IRON PIPE
CRAIG R SHORT
PROFESSIONAL ENGINEER
50$- F P.O. BOX 1044
398-8311 SbUTH DENNIS, MASS 02660
°9 O •v1 nv,
NOT REQUIRED
(OR EQUAL) MMIMUM
SCA's 1~ =209
2q
JOB N0. , t? � 7
PITCH 1/4 PER FT.
REVISED
.. I X
=L 96.8
1 CU. FT. OF
LOCATION MAP
CONCRETE
33,E
FLOW LUNE
GI'dv
+- 'A
ANCHOR
L a,�
oft
fi �•, a
2•�"
E1.EV.
-TMI .
i--.,,
----"
100
Kvt
ELEV.= a 7•
G�.S 9 •'`-`' 6' Su V. ;; G
•
e ! v-; H ., S ^.+4 .` S s • ELEV.
_ ELEV.
„
e DISTRIBUTION„
U OUTLET
„��
._:,. BOX :.�
6,HIGHI
ON INFILTRATORs WITH
E IN AN
1A
TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
., . , " ....,,. x
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
7 •
A
t D Q. ^%,Y
J a r7 cd.
/ a Yie
J'
Ala
CRAIG R SHORT
PROFESSIONAL ENGINEER
50$- F P.O. BOX 1044
398-8311 SbUTH DENNIS, MASS 02660
DATE CI P 7/ 7 7
SCA's 1~ =209
2q
JOB N0. , t? � 7
Sa n oL
REVISED
=L 96.8
LOCATION MAP
REVISED
33,E
Cr
GI'dv
V
L a,�
fi �•, a
2•�"
y
----"
me 01, vr,
„
5 mm. is w- IF MORE THAN ONE OUTLET - - �u••." rVnmr%11%.1.
ff.Lj4 IN 1500 GALLON ,.r.' WELL AIA NG WATER ENCOUNTERED AT 120' ELEV. = 8B' WATER ENCOUNTERED AT ELEV.
34
INCHES
s SEPTIC TANK (TO BE PLACED' ED' O� ' FIRM BASE) SOIL ABSORPTION '� ZONE
3/4' TO 1 1/2' INDEX
WASHED STONE SYSTEM (SAS) ADJUST
LEGEND: DESIGN CALCULATIONS 3
USGS PROBABLE WATER TABLE L1.EV. = EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT ra 8a xeMpVrD NO
NOT TO SCALE BOTTOM OF TEST HOLE 0". _ FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW
FINAL CONTOUR ( 110 GAL/13R./DAY X i_ BR.) 33C GAL/DAY
SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY / co GAL
UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK_ GAL
TOWN WATER—WSOIL CLASSIFICATION
CATCH BASIN®) DESIGN PERCOLATION RATE
w MIN./IN.
GAS LINE EFFLUENT LOADING RATE S GAL./DAY/S.F.
CLEAN OUT LEACHING AREA 0 r .'{, t`�•'i �' ; 4Z 4 SQ. FT.
v. CESSPOOL C.P. Q
LEACHNG CAPACITY (AREA X RATE) ' GAL/DAY
RE VE LEACHING CAPACITY '`/IA GAL/DAY
NOTES:
�3n w ! ! cp •• " " c` 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM 70. D.E.P.
TITLE S AND THE TOWN OF &A, M 0 v 7_17' RULES AND
I REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
�(U _ J --/ �'►cP v-, / 2. ALL COVERS TO SANITARY UNITS SHAl1 BE 8RbUGHT TO
WITFL'N 6' OF FINISHED GRADE. .
I 3. ALL COMPONENTS OFTHE SANITARY SYSTEM SHALL 61E CAPABLE OF
1 j Ca-.n�v.r C-- _S�r4 S -'� "THSTANDING H-10 LOADING UNLESS THEY .ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS., H-20 LOADING SHALL BE
_ `- , USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
tJ D "---------- _ - _ _ D/aT 4. ANY MASONARY UNITS USED TO BRING COVERS 10 GRADE SHALL
0 .Bcw BE MORTARED IN PLACE.
I BEEN
5. Nljt�€fl ELS tUti11- �GSN.A it09d SE AS TO COMPLIANCE
fS 'h'ro
--SUCH DE.•TERMINATI FRW -APPROPRIATE ALfM40R!7Y. -
0 i 6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR
IS TO CALL 'DIG -SAFE' AT 1-800-322-4844 AT LEAST 72 HOURS
Z Wks'/. ; �!r' i 't J PRIOR TO COMMENCING WORK ON SITE.
'! ! �`"'^��� 1 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.
S�wk-YS-S q8
S. PARCEL IS IN FLOOD ZONE
\ 9. LOT IS SHOWN ON ASSESSORS MAPJ S' AS PARCEL _ �� 7
J�/S T/�✓ G- C GJJJaobL .S rc� . I.i P v , f>tWn Q V
A ti ny �"� L D ^r w. r-� �* �.A-,a r+.� .K •�Nv'c7
NOV 0 7 1
997
4 to 7" eg---- \ HEALTH DEPT.
'32" 0 3 0 ;L %4.1 SCAN,NED.
APPROVED: BOARD OF HEALTH
�. ,SG DATE AGENT
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. 01 X97 CRAIG R. SHORT, I
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PROPOSED SEPTIC DESIGN
FOR "I
PROJECT LOCATION
N 'T/y pC«��A D
►`YN t;' Aart
CRAIG R SHORT
PROFESSIONAL ENGINEER
50$- F P.O. BOX 1044
398-8311 SbUTH DENNIS, MASS 02660
DATE CI P 7/ 7 7
SCA's 1~ =209
JOB N0. , t? � 7
REVISED
LOCATION MAP
REVISED
SHEET / OF/
. 01 X97 CRAIG R. SHORT, I