HomeMy WebLinkAboutEngineered Plan - Rev. 1998TEST HOLE LOGS
ENGIN.J'ER: THOMAS McLELLAN, P.E.
WITNESS: AMY VON HONE, R.S.
DATE: 7-12-95
PERCO.',ATION RATE: < 2 MIN/IN
TH-1 TH-2.
19.0
00,
-� --jam_- -
•`• TH-1
WORK LIMIT LINE
�.
SIN .•�: .t. - -• ` � �' � . � � � . .�� � (DOUBLE STAKED MAY BALES)
c9N
EXISTING
DIRT DRIVE
_ - s 1 _ --
b L
/
toy
' ,,,f'' .' .. . / / .' COASTAL BANK
BORDERING `
VEGETATED
WETLAND
EDGE OF MARSH
-- - - -- - - - - --
EXISTING PIER
KEY:
EXISTING CONTOUR:
PROPOSED CONTOUR:
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25 t
-TEST HOLE:
UTILITY POLE: -0-
FENCE LINE:
HYDRANT:
RETAINING WALL:
TREE:
DM # 94-117-(D10F20)
A HORIZON
2 9- LOAMY SAND
B HORIZON
LOAMY SAND
24" 2.5Y 618
Cl HORIZON
MEDIUM SAND
WITH GRAVEL
2.5Y 7/6
NOTE'S:
1. VERTICAL DATUM .NGVR
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.. '
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10
LOADING SPECIFICATIONS.
5. PIPE PITCH= 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
17.0 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE. SET LEVEL.
ELEV 7. THE SEPTIC SYSTEM! HAS NOT BEEN DESIGNED TO ACCOMODATE THE
162 USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE.
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
15.0 HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
EXCEED 3.0'.
11. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
80 < 132" 1 6.0 ..12 DESIGN HNGIN 11 !'!1 I�iNSPECT AND CERTIFY SEPTIC SYSTEM
CONSTRUCTION.
NO GROUNDWATER ENCOUNTERED
SEPTIC SYSTEM DESIGN
FLO?f ESTIMATE:
.4 .BEDROOMS AT 110 GAL/DAY/BEDROOM = OL GAL/DAY
SEPs'IC TANK 4' 24' 6111
• z4rq�
Al CAL/DAY x 2 DAYS = 880 GAL 4 cs �
U�:E 1500 GALLON SEPTIC TANK PROPOSED SO',
4 BEDROOM v �
30' DWELLING
LEACHING AREA: 6' 24'
USE 2 LEACH TRENCHES (42'x 3'x 2' DEEP) 4' z4'
8' 24 DECK 12�
WALK -OUT
PROPOSED DWELLING
S.lDE AREA 42 + 3 2 x 2 = 180 SF (.74) = 133 GAL/DAY
B)ITTO�V AREA. 42 x ? = 1?6 SF (74) =_13 CAL/DAY
... tr.-.-r
Ctinr,lit. )-.26
a � iia -- ^' `j r,
z 2 TRENCHES = 452 GALIDAY
SEPTIC SYSTEM SECTION 2" PEASTONE
COVERS WITHIN 12' OF 3/¢" 1 1/2"
20.5 FINISHED GRADE WASHED STONE
(ONE INSPECTION COVER
TOP OF FOUNDATION TO BE WITHIN 6" of GRADE)
I� 4" PERFORATED
PVC PIPE
ELEV: 16.15
.L�
ELEV.
DM
DEMAREST-McLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463.
FEST DENNIS, MASSACHUSETTS 024170
G•' 17.05
ELEV. D -BOX 13.65
.1500 GAL 15.98 ELEV.
ELEV. SEPTIC TANK 16.15 (6" OF ELEV. 42' -
(6" OF STONE UNDER) ELEV. STONE TWO LEACH TRENCHES
UNDER) 5 86 (42' x 3' x 2' DEEP)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
AP ROVED BY: DATE:
yt %%AOF��S ' �h`1r �t �.5 , 1..
Y'
�• _� CIVIL y '�1.•� r•�:;.3E?ti51;: � �
R 4
THOMAS MCLELLAN, P.E. JOHN Z. DEMAREST JR., PLS.
ELEV. (MIN DISTANCE BETWEEN TRENCHES = 9')
SITE AND SEWAGE PLAN
LOCATION.•
LOT 1 PRINCE ROAD
WEST YARMOUTH, MA
PREPARED FOR:
ABRAHAM JOSELOW
SCALE: 1" = 40' DATE: 7-12-95
REFERENCE: PLAN BOOK 512, PAGE 76 -
REVISED: 1-29-98
EL
A HORIZON
LOAMY SAND
18
B HORIZON
LOAMY SAND
2.5Y 6/8
24"
17.0
Cl HORIZON
MEDIUM S.,' . D
WITH G V:,L
i 4"
2.5Y 5 6
14,5'
C2 HORIZON
MEDIUM -FIXE SAND
2.5Y 7/4
s2"
00,
-� --jam_- -
•`• TH-1
WORK LIMIT LINE
�.
SIN .•�: .t. - -• ` � �' � . � � � . .�� � (DOUBLE STAKED MAY BALES)
c9N
EXISTING
DIRT DRIVE
_ - s 1 _ --
b L
/
toy
' ,,,f'' .' .. . / / .' COASTAL BANK
BORDERING `
VEGETATED
WETLAND
EDGE OF MARSH
-- - - -- - - - - --
EXISTING PIER
KEY:
EXISTING CONTOUR:
PROPOSED CONTOUR:
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25 t
-TEST HOLE:
UTILITY POLE: -0-
FENCE LINE:
HYDRANT:
RETAINING WALL:
TREE:
DM # 94-117-(D10F20)
A HORIZON
2 9- LOAMY SAND
B HORIZON
LOAMY SAND
24" 2.5Y 618
Cl HORIZON
MEDIUM SAND
WITH GRAVEL
2.5Y 7/6
NOTE'S:
1. VERTICAL DATUM .NGVR
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.. '
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10
LOADING SPECIFICATIONS.
5. PIPE PITCH= 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
17.0 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE. SET LEVEL.
ELEV 7. THE SEPTIC SYSTEM! HAS NOT BEEN DESIGNED TO ACCOMODATE THE
162 USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE.
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
15.0 HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
EXCEED 3.0'.
11. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
80 < 132" 1 6.0 ..12 DESIGN HNGIN 11 !'!1 I�iNSPECT AND CERTIFY SEPTIC SYSTEM
CONSTRUCTION.
NO GROUNDWATER ENCOUNTERED
SEPTIC SYSTEM DESIGN
FLO?f ESTIMATE:
.4 .BEDROOMS AT 110 GAL/DAY/BEDROOM = OL GAL/DAY
SEPs'IC TANK 4' 24' 6111
• z4rq�
Al CAL/DAY x 2 DAYS = 880 GAL 4 cs �
U�:E 1500 GALLON SEPTIC TANK PROPOSED SO',
4 BEDROOM v �
30' DWELLING
LEACHING AREA: 6' 24'
USE 2 LEACH TRENCHES (42'x 3'x 2' DEEP) 4' z4'
8' 24 DECK 12�
WALK -OUT
PROPOSED DWELLING
S.lDE AREA 42 + 3 2 x 2 = 180 SF (.74) = 133 GAL/DAY
B)ITTO�V AREA. 42 x ? = 1?6 SF (74) =_13 CAL/DAY
... tr.-.-r
Ctinr,lit. )-.26
a � iia -- ^' `j r,
z 2 TRENCHES = 452 GALIDAY
SEPTIC SYSTEM SECTION 2" PEASTONE
COVERS WITHIN 12' OF 3/¢" 1 1/2"
20.5 FINISHED GRADE WASHED STONE
(ONE INSPECTION COVER
TOP OF FOUNDATION TO BE WITHIN 6" of GRADE)
I� 4" PERFORATED
PVC PIPE
ELEV: 16.15
.L�
ELEV.
DM
DEMAREST-McLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463.
FEST DENNIS, MASSACHUSETTS 024170
G•' 17.05
ELEV. D -BOX 13.65
.1500 GAL 15.98 ELEV.
ELEV. SEPTIC TANK 16.15 (6" OF ELEV. 42' -
(6" OF STONE UNDER) ELEV. STONE TWO LEACH TRENCHES
UNDER) 5 86 (42' x 3' x 2' DEEP)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
AP ROVED BY: DATE:
yt %%AOF��S ' �h`1r �t �.5 , 1..
Y'
�• _� CIVIL y '�1.•� r•�:;.3E?ti51;: � �
R 4
THOMAS MCLELLAN, P.E. JOHN Z. DEMAREST JR., PLS.
ELEV. (MIN DISTANCE BETWEEN TRENCHES = 9')
SITE AND SEWAGE PLAN
LOCATION.•
LOT 1 PRINCE ROAD
WEST YARMOUTH, MA
PREPARED FOR:
ABRAHAM JOSELOW
SCALE: 1" = 40' DATE: 7-12-95
REFERENCE: PLAN BOOK 512, PAGE 76 -
REVISED: 1-29-98