HomeMy WebLinkAboutEngineered Plan - Rev. 2017> TOP OF FOUNDATION
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
//00.00 � ' - MINIMUM' -- FROM --- CLEAN SAND
i'
| |
(ASSUMED) |CONCR
TE | \ T-iN5PECTI0N PORT
.. . ~ .COVERS .--__'- �-_-..-- . . ` ._LOA-� '- _--
*' u�H�uuL� �u rw. �/r�
32*
4^ CAST IRON PIPE
(OR EQUAL MINIMUM
PITCH 1/4^ PER FT.TEE zr
FLOW LINE11
LEVELERS
2" LAYER OF
WASHED STONE
99.25 MAX. OR FILTER FABRIC VENT
97.0 MIN. REQUIRED
MP = �p� 0 jjBAFFLE 70OUTLET ELEV. 93.50TEE (TO BE PLACED ON FIRM BASE) T 3 500 GALLON GALLEYS WITH14 INCHES TO BE WAI ER TESTED19 INCHES 'j F� cir! I IF MORE THAN ONE OUTLET STONE IN AN24 INCHES29 INCHES (TO BE PLACED ON FIRM BASE) 13' X 33' X 2' TRENCH FORMATION Z WELL N/AA 5.0034 INCHES ZONE3/4" TO 1 1/2" CLEAN J INDEX95.25
DOUBLE WASHED STONE Ln ADJUST -
FREE OF FINES & SILT
U3�S PROBABLE WATER TABLE ELEV. =
���� �\0������� ���� � -----
`���v�r,�z.~ ��,=x, ��~�'^�� �� /~�v�~m^ : '^^/� �^~x~
OBSERVED wATER TABLE ( / / ) ELEV. = ---
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. =
'
do
102.9 1\ ` -� ~----------=` --
�
' \
1�I8
\ ~
CLEAN OUT
CESSPOOL C.P.0
SOIL FEST
DATE OF SOIL TEST
SOIL TEST DONWILCOX
WITNESSED BY B. MURPHY
����n���R V A _19 0 iNI H OLE
I ELEV.= Sg�
PERCOLATION RATE MIN./INCH AT ��__�iNCHED
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. OTHER
0-7"
FILL
.
�102.1
7-12"
A
LOAMY SAND
7.5YR5/1
12-38"
!
LOAMY SAND
10YR6/8
38-68"
_/;"u2.1
MEDIUM SAND
2.5Y7/4
68-79"
C2
COARSE SAND
7.5YR3/3
_102.0%
179-132"
�C3
MEDIUM SAND
12.5Y7/4
I I
.
00.5(
`
\
�LIMIT
1500 GALLON
|
OF
SEPTIC TANK
|
�
OVERDIG
100.6
i
!
1300,
99.5 0
100.7
i
!
.100.0
|
99.4
!
`
FLAG
{
{
9.8
SOIL
61
VENT
98.7
98.1
|
97.9
'.
/
'
�
'96.6
�G�O
/l[*
'~
�7~
^^ +°
�=
}�
i
>
EXISTING SPOT ELEVATION 00,8
EXISTING CONTOUR ----O0----
.
nn*L Spu/ ELEvaxum
{
FINAL CONTOUR-
O%uOURSO|L TEST LOCATION
SOIL
|
UT\L/TY POLE
TOWN WATER �W- �==�~=~
/
!
CATCH BASIN
} |
GAS LINE95.4
CLEAN OUT
CESSPOOL C.P.0
SOIL FEST
DATE OF SOIL TEST
SOIL TEST DONWILCOX
WITNESSED BY B. MURPHY
����n���R V A _19 0 iNI H OLE
I ELEV.= Sg�
PERCOLATION RATE MIN./INCH AT ��__�iNCHED
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. OTHER
0-7"
FILL
NO
7-12"
A
LOAMY SAND
7.5YR5/1
12-38"
B
LOAMY SAND
10YR6/8
38-68"
C1
MEDIUM SAND
2.5Y7/4
68-79"
C2
COARSE SAND
7.5YR3/3
179-132"
�C3
MEDIUM SAND
12.5Y7/4
I I
NO WATER ENCOUNTERED AT 1327 ELEV. = _1}8.5
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��������p,���� '
NUMBER OF BEDROOMS
�A T/ GARBAGE DISPOSAL UNIT �_�NO
��_
-�^ TOTAL ESTIMATED FLOW `
( 110 GAL/BUR./I)AYX 4_BR'1 _AA�Q_ GALJDAY
REQUIRED SEPTIC TANK CAPACITY _802_ CAL
ACTUAL SIZE OF SEPTIC TANK _1500i GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE :5M|NJIN.
EFFLUENT LOADING RATE GAL./DAY/S.F.
LEACHING AREA 3@100- SO. FT.
(('
LEACHING CAPACITY (AREA X RATE) _453--f-2 GALJDAY
613.00 X 0'74
RESERVE LEACHING CAPACITY _y���� GAL./DAY
�����u�~��°
/v^���~°~
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D. E.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN O" OF FINISHED GRADE. _
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 01TM|N
10 FT. OF DRIVES OR PARKING AREAS.,H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FTOF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH `
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
- --' -^--^--'-'-'---- _ ^ _ -SITE COND|T|DmS-PRIOR TO'COMMENCING �WORK -ON._3[TE. ANY. VARIATION _ ^
IS TO BE BROUGHT TO THE ATTENTION 0F THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE ___X -___
Q. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL __3__
/u ALL um,)u//x0Lt. M*/�N/*L aM*LL oc Kowvv�u rMmn umucx *mu
FOR A W|w|WUM OF 5.AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15255:(3).
PermnWvvOO for REPAymMF sEpIrVc ���� 11. EXISTING CESSPOOLS ARE TO BE PUMPED AND BACKFILLED.
Bo o��LVI of Id",�«*�B!u�r and Local ,e,ti���,ix^ 12. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:` app ,v`»|i, req Auired for . SOIL ABSORPTION SYSTEM MORE THAN 3' BELOW GRADE (VAR. OF 1.0.)
^°�r. 'fim,r lealth'o ion n^v.uivpvm|t'ruti"^, B. NO RESERVE AREA.Zc
�
sewage facilities and/or structureshhNelli0g,
A P P R V D/ , �yA4/,'
61,
Rate
�����° ������� ��� ������
�����. �� ��o 5���� X��
DATE AGENT
FOR
ell
77
A PT
CAPT. SMALL
0 508 -
SOUTH DENNIS, MASS.
564-8379 02660
CALE
DATE MAY 25, 2017] 20'
MAY 27, 2017 06 7860-00-.
LOCATION MAP SHEET 1 OF 1