HomeMy WebLinkAboutEngineered Plan - Rev. 2015TOP OF FOUNDATION
ELEV. = 105.50
3.50
SLAB ELEV. =
C
6 FEET
7 FEET
8 FEET
LEGEND:
10 FT. MINIMUM
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
ELEV. = 102.0-9_
ELEV. = L01-
OUTLET
TEE
14 INCHES
19 INCHES
24 INCHES
29 INCHES
34 INCHES
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR---=-00----
FINAL SPOT ELEVATION 100.01t
FINAL CONTOUR
00
SOIL TEST LOCATION
UTILITY POLE
_c>_
TOWN WATER -W -W
CATCH BASIN
l
GAS LINE
G "
CLEAN OUT
C.O. -
CESSPOOL
C.P. 0
3/4 TO 1 1 /2CLEAN'���� SSS) INDEX
DOUBLE WASHED STONE l ! ADJUST
FREE OF FINES & SILT
SEVIAGE DISPOSAL SYSTEM PROFILE OBSERVED WATERROBABTABBLE (WA/ R � 5L) ELEV. = ------
NOT TO SCALE BOTTOM OF TEST HDLE ELEV. =
C 106.7
4 100.00 Y I
(ASSUMED
100.0 9 0 0
1 0 10\5.7
----
r N)`x 104.1 ---�
\Q? RESERVE AREA
PARTIAL BOX 36.06 � cb
OVERDIG -� \ ------ --� "S
o
i 98.0 UN; R l ■ 104.1
N
1SB- t 10X12 \� \
DECK \
p I PROPOS D\ DWELLING=
_ o
~ 3. _DR OMS
1, \ 101. _ t _ X 4.7
x105.9
3.7 13,5'�
• ,101.7 �f i
1 sole I Lor 4I
rn TEST 2®99. \ 10, 808.6 . % TE OI
f
• .6 \� o ` 102.8 l
100. l
92.9 -'� -- x 104
13�'4,2 AfARLIN WAY HP
NUMBER OF BEDROOMS 3
GARBAGE DISPOSAL UNIT r_
TOTAL ESTIMATED FLOW
( 110 PAL/ER./PAY X .j._ ER.) _ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY GAL.
ACTUAL SIZE OF SEPTIC TANK 1` GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE<__ MIN./IN.
EFFLUENT LOADING RATE Q 4_ GAL./DAY/S.F.
LEACHING AREA 4% 6Q. FT.
(11X36)+(47X2X10/12)
LEACHING CAPACITY (AREA X RATE) s3§M GAL./DAY
474.33 X 0.74
RESERVE LEACH ING'CAPACITY -3_5LQQ. GAL./DAY .
NOTES:
1 1. ALL WORKMANSHIP AND MATERIALS SHALL. CONFORM TO D.E.P.
' 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, 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITH$TANDING H-10. LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHA!_l, BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
--„ �'1'- � {•` ° --- ----- -- c i int ,riPe eurodUl-ARf-APP-ROXUAIF QNL_Y--EXi AVATION__CONTRACTOR
IS TO CALL DIG -SAFE' AT 1-888-344-7231 AT LEAST 72 HOURS
PRIOR TC COMMENCING WORK ON SITE.
,Y0��;•�3 CONTRA' IS TO VERIFY GRADES AND ELEVATIONS A_S WELL A$
't� • 4 , J SITE CONDITIONS PRIOR. TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
,3}p
8IMMEDIATELY. C -
. PARCEL IS, IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL
10. ALL UNSUITABLE MATERIAL SHALL .RE REMOVED FROM UNDER AND
FOR A MINIMUM OF • 5' AROUND SOIL ABSORPTION SYSTEM AND BE
/ REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
,E?C1`���
.F..,. ;.,., I -
If%�I. 313.11 `�
c
P VED ' PPROVIED: BOARD OF HEAUH
me (y� Daae
DATE AGENT
SO YARMOUTH, MA
4
p 4 W ���° ' OQ
a a 3
5�
Q DOLPHIN WAY
�Ru Z m
v�op
SOL TEST
OP i *C �} 1
PFUg FO��+OR
20 FT. MINIMUM FROM CELLAR OR
CRAWL SPACE
LOC. �! ''`
42 �''` l � i1 i
ff
1o.
DATE OF SOIL TEST' GU T 6. 2015
10 FT. MINIMUM FROM
SLAB
SOIL TEST DONE BY HT N NEIN ERING
DATE AUG. 7, 2015
SCALE 20'
CLEAN SAND
WITNESSED RY__
REV. SEPT. 28, 2015
CONCRETE
INSPECTION PORT
COVERS
4" SCHEDULE 40 PVC PIPE
LOAM AND SEED
SHEET 1 OF j
OBSERVATION HOLE 1 ELEV.=^_102 8
AKIN. PITCH 1/8" PER FT.
2" LAYER OF
1/8" TO 1/2"
PERCOLATION RATE _<2 MiN,/INCFj AT r55_�, INCHES
X.
WASHED STONE
104.2 ►SAX. OR FILTER FABRIC
VENT
DEPTH HORN TEXTURE
COLOR MOTT.
OTHER
6"
" MAX,X
MIN.
NOT REQUIRED
0-7" Ap LOAMY SAND
10YR6/1 NO
ROOTS _
�_
7-30" B LOAMY SAND
10YR6/6
ROOTS
FLOW
LEVELERS
TEE
30-120" C MEDIUM SAND
_
2.5Y6/4
FLOW LINE
101.2
�'
ELEV.
1-91.3
NO WATER ENCOUNTERED AT --120" ELEY. _ _ 92.8 _
MIN.
2 0"
o .o
=
o . o
OBSERVATION HOLE 2 ELEV.=� 99.4
ELEV.
3 _101.33_ LEVEL
- t
1p
87_
GAS
ELEV.
6" Su A
87 ELEV. _1-90.7
= _Z�Qs__ _
o
-
= _
- . -. _
o
ELEV.
_ _99
40 �4L
DEPTH
HORN TEXTURE COLOR MOTT.
OTHER
BAFFLE
G� i�0
®IST�IG��TIQI�
V1NYL
0-10"
A __ LOAMY SAND _ , 10YR6/1 NO' :
-
ROOTS
ELEV. =
p
4 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
�NER
10-3Q°
B LOAMY SAND 10YR6/6
---
ROOTS
_
(TO BE PLACED ON FIRM BASE)
_1QQ.�_
T TESTED
TO BE WATER'
" '
z
z
11.47
30-132"
C MEDIUM SAND 2.5Y6/4
1X00 GALLON
IF MORE THAN ONE OUTLET
11 X 36 X 10 TRENCH FOR1aATION
NO WATER ENCOUNTERED AT 132" ELEy. = 88.4 _
in
TO BE PLACED ON FIRM BASE
( >
SOIL ��3sawn0
WELL N A
98.3
SEPTIC TANK
ZONE
ELEV. _ _ _
h
oE'-RlrN CALCULATIONS
3/4 TO 1 1 /2CLEAN'���� SSS) INDEX
DOUBLE WASHED STONE l ! ADJUST
FREE OF FINES & SILT
SEVIAGE DISPOSAL SYSTEM PROFILE OBSERVED WATERROBABTABBLE (WA/ R � 5L) ELEV. = ------
NOT TO SCALE BOTTOM OF TEST HDLE ELEV. =
C 106.7
4 100.00 Y I
(ASSUMED
100.0 9 0 0
1 0 10\5.7
----
r N)`x 104.1 ---�
\Q? RESERVE AREA
PARTIAL BOX 36.06 � cb
OVERDIG -� \ ------ --� "S
o
i 98.0 UN; R l ■ 104.1
N
1SB- t 10X12 \� \
DECK \
p I PROPOS D\ DWELLING=
_ o
~ 3. _DR OMS
1, \ 101. _ t _ X 4.7
x105.9
3.7 13,5'�
• ,101.7 �f i
1 sole I Lor 4I
rn TEST 2®99. \ 10, 808.6 . % TE OI
f
• .6 \� o ` 102.8 l
100. l
92.9 -'� -- x 104
13�'4,2 AfARLIN WAY HP
NUMBER OF BEDROOMS 3
GARBAGE DISPOSAL UNIT r_
TOTAL ESTIMATED FLOW
( 110 PAL/ER./PAY X .j._ ER.) _ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY GAL.
ACTUAL SIZE OF SEPTIC TANK 1` GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE<__ MIN./IN.
EFFLUENT LOADING RATE Q 4_ GAL./DAY/S.F.
LEACHING AREA 4% 6Q. FT.
(11X36)+(47X2X10/12)
LEACHING CAPACITY (AREA X RATE) s3§M GAL./DAY
474.33 X 0.74
RESERVE LEACH ING'CAPACITY -3_5LQQ. GAL./DAY .
NOTES:
1 1. ALL WORKMANSHIP AND MATERIALS SHALL. CONFORM TO D.E.P.
' 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, 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITH$TANDING H-10. LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHA!_l, BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
--„ �'1'- � {•` ° --- ----- -- c i int ,riPe eurodUl-ARf-APP-ROXUAIF QNL_Y--EXi AVATION__CONTRACTOR
IS TO CALL DIG -SAFE' AT 1-888-344-7231 AT LEAST 72 HOURS
PRIOR TC COMMENCING WORK ON SITE.
,Y0��;•�3 CONTRA' IS TO VERIFY GRADES AND ELEVATIONS A_S WELL A$
't� • 4 , J SITE CONDITIONS PRIOR. TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
,3}p
8IMMEDIATELY. C -
. PARCEL IS, IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL
10. ALL UNSUITABLE MATERIAL SHALL .RE REMOVED FROM UNDER AND
FOR A MINIMUM OF • 5' AROUND SOIL ABSORPTION SYSTEM AND BE
/ REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
,E?C1`���
.F..,. ;.,., I -
If%�I. 313.11 `�
c
P VED ' PPROVIED: BOARD OF HEAUH
me (y� Daae
DATE AGENT
C., 2015 SWEET$ER ENGINEERING jVI
SO YARMOUTH, MA
4
p 4 W ���° ' OQ
a a 3
5�
Q DOLPHIN WAY
�Ru Z m
v�op
OP i *C �} 1
PFUg FO��+OR
LOC. �! ''`
42 �''` l � i1 i
ff
1o.
203 SETUCK-I ROAD
508- TOX1�
385-6900 SOUTH ASS: 02660
DATE AUG. 7, 2015
SCALE 20'
REV. SEPT. 28, 2015
JOB No. 0-0
LOCATION MAP
REV.
SHEET 1 OF j
C., 2015 SWEET$ER ENGINEERING jVI