HomeMy WebLinkAboutEngineered Plan - 1999BEC ASK
TOCP OF�OUNpATiON 20 FT.' MINIMUM FROM CELLAR
10 FT. MINI" FROM SLAB OR CRAWL SPACE
ELEV.. t� 10 FT. MINIMUM CLEAN SAND ,
COVERS rep 4' SCHEDULE 40 PVC PIPE LOAM AND SEED
MIN. PITCH 1/6PER FT. 2• LAYER OF
1/e6 To 1/2• LEGEND:
: t _ 3ir►Ax ELFT• Jo 2, G � WASI{ED STONE VENT EXISTING SPOT ELEVATION 00,0
4 CAST IRON PIPE 9r " 2 n� -.
(OR EOUAL, MINIMUM lS: REQUIRED EXISTWG CONTOUR 00----
3 PITCH 1/4 PER FT. G. ( z v+/t'�n P 13OA/ FINAL SPOT ELEVATION
H2O FINAL .CONTOUR
FLOW UNE Z C VC4S «' L 7 4e /e a SOIL TEST LOCATION
QA I.►t r DA .� UTILITY POLE -0-
_ . 10' ®®� q P4 AT' (2,Z�eAJ WATER
TOWN
'�__ ._g,.- ." ,r "�1r1'IV• ',^. • • - - CATCH BASH
4'` 3 E' L 9S'•0 I � � 9 7, � S L�1�EL !CG � ®®6..� �11�1 Ie1 G�1(�i 1�1 ' • . , G
Y•®!�®®®®®�®� GAS UNE Os
ELEV 9 7, GAS S .. ELEV... 4 G "rO 6• SU E EY • �..?C> ®®®®®®®®®®" "24 .. ELEV. 9 ";l. ! CESSPOOCLEAN L C.P. Q
Ngo►� DISTRIBUTION ELEV.
y icEars� U UID OUTLET ELE . p " 500 GALLON DRY WELLS
n r4 B 0 X _�.__._.. X20 � sTo IN AN
(TO U PI.ACFD ON FIN BASE) ,
4 14 INCHES TO BE WATER TESTED '�. TRENCH FORMATION
SOIL TEST
DATE OF SOIL TEST
SOIL TEST DONE BY; �` �'• . ,. �aa�
W[TWESSED BY t4r7 Y V 4b Al
OBSERVATION HOLE 1 ELEV.- P0 a, g
PERCOLATION RATE < Z MIN./INCH AT '�� '• �® INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
4 on ck, y
d
E c� y p
.5/!
�Jo
CRAIG : R SHORT
PROFESSIONAL ENGINEER
8 P.O. BOX 1044
8 3 SOUTH DENNIS, MASS
398 -8311 ,...02660
DATEi a? f,g.
SCALE • _ e o
13
� J06 NO. � � "
REVISED �
im ».n
10 YX
LOCATION MAP
REVISED
SHEET. / of .
f f�
,.
144
z wcHEs oc 1500 GALLON IF MORE THAN ONE OUTLET
2210 (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION �`�� WATER ENCOUNTERED AT � � ELEV.
SEPTIC TANKZONE
t
3/4 TO 1 1/2'-/ INDEX
WASKW $TONE SYSTEM (SAS) ADJUST
uses PROBABLE (EATER TABLE Et.Ev... ��`
DESIGN LAL.CULATIONS
SEWAGE DISPOSAL SYSTEM PROFILE GARBAGE
of BEDROOMS .�
OBSERVED 1ftilAAT>:R TABLE ( / / > ELEV. - ^� _ GARBAGE DISPOSAL. UNIT
NOT TO SCALE BOITOW OF TEST HOLE ELEV. _ TOTAL ESTIMATED FLOW -
( 110 GAL
/BR./t1AY X BR,) GAL/DAY
REOLIIRED SEPTIC TANK CAPACITY GAL
: ACTUAL SIZE :OF SEPTIC TANK 0 GAL.
SOIL CLASSIFICATION .gin
. , .�_ k DESIGN PERCOLATION RATE WIN./IN.
/Cay �o� '._.. '~--.� ca _ Ca EFFLUENT LOAW11r RATE _ GAL/DAY/W.
' LEACHING AREA FT.
D/uA Y LEACHING CAPACITY .(AREA X RA ) ?.S" GAL/DAY
RESERVE LEACHING CAPACITY d GAL/DAY
pot. Cj
\ NOTES.
i P 33' s•. __ 1. ALL -WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
s r I - fi` 11TLE S AND THE TOWN OF j1. � tl l'� U r H RULES AND
-- -
�� I
407 REGULATIONS FOR THE .SUBSURFACE DISPOSAL OF SEWAQE.
�Rc.4.
? -, J ``� ` 2 ALL COVERS TO SANITARY UNITS SMALL !:E RROUGHT TO
' P' • '` %� '�� � a� v ' �' '�' VATHINW1 OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
"/' �,\• VATHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR '"Tr"
10 FT OF DRIVES OR:PARKING AREAS. H-20 LOADING SHALL eg
"""""y""
USED UNDER OR ATHLN 10 FT. OF DRIVES OR PARXING AREAS.
4• ANY MASONARY UNITS USED TO PRING COVERS TO GRAX St"
Cz._ _ C_ 6 ,04 BE MORTARED IN PUCE. .
t 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE VATH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
i Oa I� t OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUThORITY.
1 y� Fv m- �� � 6. UTILITIES SHOVdN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR
G• r IS TO CAU- *DIG --SAFE AT 1 -BU -344 -72M AT LET 72 HQ=
PRIOR TO COMMENCING WORK ON SITE•
t3 r _. y ` • Ck'FT / `i% \ 7. CONTRACTOR IS TO VERIFY. GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COUME NCNG WORK ON SITE.. ANY VARIATION
IS TO BE BROUWT TO THE ATM47M OF THE DWGN MNEER
IMMEDIATELY c f, Flt
& PARCEL: IS IN FLOOD ZONE
S. LOT IS SHOWN ON ASSESSORS MAP � G AS PARCEL
10. EXISTING SEPTICS ARE TO '.8£ PUKED AND 1ACKIIL4EA.
'J Aj �g • 5 ALL UNSUITABLE MATERIAL SHALL BE REL40VED FROM UNDER AND FOR
A MINIMUM OF 5' AROUND LEACHING FACILITY AND BE REPLACED WITH
5 MATERIAL AS SPECIFIED W 310 CMR 13.255:.(3). 1 FN «vnt T
Q
��,�.-- APPROVED: BOARD OF HEALTH
5 - — •-_,lt�astw OCT o 4 1999
HEALTH DEPTM
DATE AGENT
5.
T L E S . .7 C,,/ R 4' C V
SOC7 tOAJ 115. Z21 (7) ,�t-,L4 ws cAjL y 3' c3 r- Co'crAF1z `�
ATL
N Q �.--
oin T
AJ 3 ..
% C
�`
�� j• vcct s
<<o;
PROPOSED.. SEPTIC DESIGN
FOR . .
l V L 1%/At. .
=T LOCATION
1 Rte+ 7-�l) i MOUTH- f I A6 .
CRAIG : R SHORT
PROFESSIONAL ENGINEER
8 P.O. BOX 1044
8 3 SOUTH DENNIS, MASS
398 -8311 ,...02660
DATEi a? f,g.
SCALE • _ e o
� J06 NO. � � "
REVISED �
LOCATION MAP
REVISED
SHEET. / of .