HomeMy WebLinkAboutEngineered Plan - Rev. 19867
20 FT. �I MIN. Dov 2
SOIL TEST
TOP O'�' �UND�A 10 FT. MIN. - 1
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LDT_ CONCRETE - OBSERVATION HOLE .I OBSERVAYION HOLE 2 OBSERVATION • HOLE 3
_ 4`� SC 40 PVC ___ CLEAN -SAND _ _ - �M�,�e.
0 COVERS
I ��� DATE OF TEST DATE OF TEST PIPE- MIN. PITCH CONCRETE
T
DATE OF TEST T
BY °:. 1/ 8" PER FT. COVERS o
WITNESSED BY WITNESSED BY WITNESSED
PERC. RATE 6 - MIN./ INCH PERC. RATE MIN./INCH PERC. RATE MIN./INCH =.0 4" CAST IRON (OR _ I
EQUAL PIPE- MIN. �--12 MAX }
'I: C
ELEV. = ELEV = � ) 2% MIN io��r'k o
ELEV. - ' �s j 7 PITCH 1/4 PER FT. rneTva 2-0 G-
a: .o. �� A•
LEVEL �
a.. _ U 41 —
FLOW LINE N
—� -
�
T- f'n k'�.vr;a n:12 -D 10
��P, t. 7. I,0 EL= MIN. EL-- 1"9 o
c
ELILI
=�I
G D
I EL=_1%o
DIST. o
BOX b
WATER AT (I EL•= �` I WATER AT EL = WATER AT EL.= 1 C)OO
1 GAL PRECAST LEACHING
E L =
G�
0 0
D '
n
EL o_ LOCATION MAP
4o LEGEND
SEPTIC GALLEY OR EQUIV. - r"1 i� yr:�f ✓e c�E
• �> '' � EXISTING SPOT ELEVATION 00X0 ,
TANK �1 ✓ _fin EXISTING CONTOUR - - --pp - - - - - -
FINAL SPAT ELEVATION 00.0
- --------� -- j FINAL CONTOUR 00
PROFILE -OF -= ' / SOIL TEST LOCATION
BOTTOM- OF TEST HOLE OR OBSERVED WATER TABLE EL = S �7 �%
YSTEM DUSTED GROUND WATER - TABLE (1 /8 /�rv) EL = 2,) �"i TELEPHONE POLE
SEWAG DISPOSAL S A
NOT TO SCALE
�-TFri x/&"11 , iQa`�'
FRAME & COVER SHALL BE
µl�Et Pr i� I[ SET WITH MASONRY UNITS
P-OAD. 111WHICH ARE TO BE MORTARED
CLEAN SAND-7IN PLACE
I
-� ---=----------- 2 LAYER OF
- - - -. - 1/8"- 1/2" WASHED
/71 •°•.•.•° •. • •.'s'-: � TU STONE
Fit-
D O O
'n i
_�I L li i^a
[1 v 0
IL h 3/4' I 1/2"
2, v WASHED STONE
i 1 Q D 2
RE
PRECAST CAST LEACHING
L - - - - - -- - - - - - - - -1 GALLEY OR EQUIV.
-�
2411 DIA COVERS
PLAN VIEW 2.75 4.0 2.75
FRAM '.S & COVERS SHALL 9.5'
BE S --_T WITH MASONRY UNITS
WHIC ARE TO BE MORTARED
IN PL. ACE
LEACHING CHAMBER GALLEY
INLET
3 MIN. ,14.
OUTLET NOT TO SCALE
—�- 6"MIN. F' OW LINE —� /—REMOVEABLE COVER.
2 MIN. OUTLET TEE OUTLET PIPES
AS REQUIRED
�10''MIN. LIQUID DEPTH TEE . DEPTH
BELOW FLOW LINE
NCHES •. �
c rj`- 4' 4 t- L 14 I INLET TLET
°'
•• 5 FT. 19 INCHES i i `FLOW OU
4 FT. MIN. 6 FT. 24 INCHES -'"_'y �_' LINES i
- LIQUID 7 FT. 29 INCHES
. �}--;as•Ju^ > .":�,;t� „-r :': ;;, .r ufir{v.�:., ...+idr3l,:s. ., - _— — ..—
I
illi«1
DEPTH �io� e`�r3 UXrt +- I�n��.��
w i `�
g 'F T. 34 INCHES °' 2' 6
c
INLET TEE PROVIDED
- PER SECTION 15.10.2
TITLE 5
NO. OF OUTLETS- 3
CROSS SE TION' VIEW
DIST BOX DETAIL
SEPTIC'NK, DETAIL NOT TO SCALE
NOT TO ,SC L
� A E
�
lVel 71-
r ..
DESIGN CA, CULATIONS
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
TOTALSTIMATED FLOW -
( I IU GAL / BR./ DAY x. 2 BR:GAL./ DAY.
REQUIRED SEPTIC TANK. sCAPACITY GAL.
ACTUAL SIZE. OF SEPTIC, TANK 'OGd GAL. "
LEACHING AREA REQUIREMENTS
SIDEWALL AREA GAL./S.F.
BOTTOM AREA 1.0— GAL./S.F. at'l
LEACHING CAPACITY ( BOTTOM SIDEWALL) GAL. '4 - �of� L
S x �► 1.0 2. q x GI : �, X 2 - �G �+ f `fid
x- AR V� RICHAP
RESERVE LEACHING CAPLITY GAL.. �A `s J' — e .
ARN cis` O'HEARN
o. 694 NO. 27371 ?5
�fGISTkR��
HYDRANT
TOWN WATER
CATCH BASIN f^
r
GENERAL NOTES:
I. ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO D.E.Q.E.. TITLE 5 AND THE
TOWN OF y0rmOL+b RULES & REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2.ALL COVERS TO SANITARY UNITS SHALL BE
BROUGHT TO WITHIN 12" OF FINISHED GRADE
r 3.EXISTING AND FINAL GRADES SHALL REMAIN
ESSENTIALLY THE. SAME
4. NO DETERMINATION HAS BEEN MADE BY THIS
OFFICE AS TO COMPLIANCE WITH TOWN
ZONING REGULATIONS. OWNER/APPLICANT IS
TO OBTAIN SUCH DETERMINATION FROM
APPROPRIATE AUTHORITY.
5. THIS PLAN IS VALID ONLY IF IT IS STAMPED
AND SIGNED IN RED. THIS OFFICE ASSUMES
NO RESPONSIBILITY FOR INFORMATION CONTAINED
ON COPIES WHICH DO NOT HAVE ORIGINAL
STAMPS AND SIGNATURES
6. ALL COMPONENTS OF THE SANITARY SYSTEM
SHALL BE CAPABLE OF WITHSTANDING 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
MIN. FRONT SETBACK
MIN. REAR SETBACK
MIN.' SIDE SETBACK C,
APPR V D : D_ OF EALTH
D TE NT
PROJECT LOCATION:
.Lot 69 Grove Street
South Yarmouth, MA. .
APPLICANT
DANIEL SULLIVAN
J HE-Alwv,Inc.
Reg. Land Surveyors - Reg. . Sanitarians
35 ROUTE /34 - UNIT 2 - P. 0. BOX 237
SOUTH DENNIS, UA.
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REVISIONS ?-ltd-�� �C,(r
SCALE.I „ = 1Q,
DATES,,, I 8�
DR. BY.
APPD. BY
C.F�rclf I rl�ez
JOB NO..:
SHEET OF