HomeMy WebLinkAbout36 Pompano Road - Site & Sewage PlanN ASSESSORS MAP: 112
q LOCUS PARCEL, J 31
$
61`
god CURRENT ZONING: R-40
BUILDING SETBACKS:
F. 30' S: 6' R. 20'
FLOOD ZONE: C
PONDf
POND
6A /
46.
LOCATION MAP RO E of
LOT 31 $�% ' /(
17.413 f S.F. 48/
(0.40 ± AC.) 48. _ / 48
49�- - - -47
_.Ct _- 9
49.8 _ - - - - - - - - - - - -50
0-
61- - \
63 52 _ - - - - _ 51
64- - - - - - - -
55
52
53
56
1
+54
57 - \ SS 5�t� 1 1 I 53
1
` 8 Pilo 1 11 1 1 2
1 II
oPoR°oP
YgBE��G`50
T8'q S 50
W / / / l 49
48
57� - 6r / / / / / / / 47
46
56i,�
45
TEST HOLE LOGS
ENGINEER. THOMAS McLELLAN, P.E.
WITNESS: AMY VON HONE, R.S.
DATE. 6-23-98
PERCOLATION RATE: < 2 MIN/IN
TH-1 TH-2
56.0
.. I ELEV..
B HORIZON
SANDY LOAM
so' fOYR 5/6 531
Cl HORIZON
SANDY LOAM
54' 25Y 6/4 51.5
C2 HORIZON
MEDIUM SAND
2.SY 7/4
57D
Him
jr 10YR 4/3 668
B HORIZON
SANDY LOAM
28" lOYR 5/6 54.7
Cl HORIZON
LOAMY SAND
36' 2SY 6/6 54.0
C2 HORIZON
MEDIUM SAND
2BY 7/4
47.0
NO GROUNDWATER ENCOUNTERED
SEPTIC SYSTEM DESIGN
NOTES:
1. VERTICAL DATUM. ASSUMED FROM QUAD (NCVD +/-)
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.
S. PIPE PITCH= 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL,
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
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
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. ALL UNSUITABLE SOIL (SANDY LOAM, APPROX. Z r-.-DEEP),WITHIN 5' OF
PROPOSED LEACH AREA IS TO BE REMOVED AND --REPLACED
CLEAN MEDIUM SAND.
1 AFFR.OVED
YARIVOUTH COW41TTEE �✓m
DKHRD
FLOW E" )TIMATE:
3 BEDROOMS AT 110 GAL/DAY/BEDROOM = 330 GAL/DAY
SEPTIC TANK:
330 GAL/DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 3 INFILTRATORS (MAXIMIZER CHAMBERS)
WITH 4' OF STONE ALL AROUND (30' x 1T x 2' DEEP)
SI.✓E AREA: (30 + 11)2 x 2 = 164 SF (.74) = 121 C. -'LI DA -T'
BOTTOM AREA: 30' x 11" = 330 SF (74) = 244 CAL/DAY
CAPACITY = 365 CAL/DAY
SEPTIC SYSTEM SECTION
58.0
TOP OF FOUNDATION
54.0 _/
ELEV.
44
43
41.7
64 i� / / / / /
g4•
35'/ / � UTILITY
53 / i / �44 EDGE OF PAVE
KEY.
EXISTING CONTOUR:
46
PROPOSED CONTOUR: 52 �® 47 NgO A
EXISTING SPOT ELEVATION. 25.5 sr �.2 0
A
PROPOSED SPOT ELEVATION: 25 % 49 p 0 M p
TEST HOLE: -fP-
UTILITY POLE: -o-
. • - BENCHMARK AT
FENCE LINE
TDP OF REBAR
HYDRANT: -& ELEV.-51.r
RETAINING WALL: ® UTILITY
TREE.-
DM # 2-6=L21D29Ff4)
53.8 1500 GAL
ELEV. SEPTIC TANK
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
APPROVED BY:
Tmi l5sa.
CrrL
COVERS WITHIN f2" OF
FINISHED GRADE
(_ONE COVER TO BE WITHIN
6 OF FINISHED GRADE)
L�
53 55
ELEV.
D -BOX 53.2
53.37 (6" OF ELEV.
ELEV. STONE
UNDER)
GAS BAFFLE
AT OUTLET TEE
DATE:
JJJMt'«4 ,1UU
DEMAREST-McLELLAN ENGINEERING .•1'I I��.YiL � r�1 1%� '\\\{v}t,'',j^/\l-�' '
24 SCHOOL STREET P.O. BOX 463 1UJ NNN
WEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) 398-7710 THOMAS MCLELLAN, P.E. JOHN Z. DEMAREST JR., P.
52.5
ELEV.
PROPOSED
3 BEDROOM
26' DWELLING
1 PROPOSED DWELLING 1
2" PEASTONE
3/4" - 1 1/2"
WASHED STONE
ELEV.= 53.0
'09 50.5
<4 E4� ELEV.
rE 3o' --
3 INFILTRATORS (MAXIMIZER CHAMBERS)
WITH 4' OF STONE ALL AROUND
(30' x 1T x 2' DEEP)
SITE AND SEWAGE PLAN
LOCATION
36 POMPANO ROAD
YARMOUTHPORT MA.
PREPARED FOR'
REEF REALTY
SCALE: 1"= 20' DATE. 7-6-98
REFERENCE. PLAN BOOK 207 PACE 57
N
I
55
52
53
56
1
+54
57 - \ SS 5�t� 1 1 I 53
1
` 8 Pilo 1 11 1 1 2
1 II
oPoR°oP
YgBE��G`50
T8'q S 50
W / / / l 49
48
57� - 6r / / / / / / / 47
46
56i,�
45
TEST HOLE LOGS
ENGINEER. THOMAS McLELLAN, P.E.
WITNESS: AMY VON HONE, R.S.
DATE. 6-23-98
PERCOLATION RATE: < 2 MIN/IN
TH-1 TH-2
56.0
.. I ELEV..
B HORIZON
SANDY LOAM
so' fOYR 5/6 531
Cl HORIZON
SANDY LOAM
54' 25Y 6/4 51.5
C2 HORIZON
MEDIUM SAND
2.SY 7/4
57D
Him
jr 10YR 4/3 668
B HORIZON
SANDY LOAM
28" lOYR 5/6 54.7
Cl HORIZON
LOAMY SAND
36' 2SY 6/6 54.0
C2 HORIZON
MEDIUM SAND
2BY 7/4
47.0
NO GROUNDWATER ENCOUNTERED
SEPTIC SYSTEM DESIGN
NOTES:
1. VERTICAL DATUM. ASSUMED FROM QUAD (NCVD +/-)
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.
S. PIPE PITCH= 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL,
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
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
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. ALL UNSUITABLE SOIL (SANDY LOAM, APPROX. Z r-.-DEEP),WITHIN 5' OF
PROPOSED LEACH AREA IS TO BE REMOVED AND --REPLACED
CLEAN MEDIUM SAND.
1 AFFR.OVED
YARIVOUTH COW41TTEE �✓m
DKHRD
FLOW E" )TIMATE:
3 BEDROOMS AT 110 GAL/DAY/BEDROOM = 330 GAL/DAY
SEPTIC TANK:
330 GAL/DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 3 INFILTRATORS (MAXIMIZER CHAMBERS)
WITH 4' OF STONE ALL AROUND (30' x 1T x 2' DEEP)
SI.✓E AREA: (30 + 11)2 x 2 = 164 SF (.74) = 121 C. -'LI DA -T'
BOTTOM AREA: 30' x 11" = 330 SF (74) = 244 CAL/DAY
CAPACITY = 365 CAL/DAY
SEPTIC SYSTEM SECTION
58.0
TOP OF FOUNDATION
54.0 _/
ELEV.
44
43
41.7
64 i� / / / / /
g4•
35'/ / � UTILITY
53 / i / �44 EDGE OF PAVE
KEY.
EXISTING CONTOUR:
46
PROPOSED CONTOUR: 52 �® 47 NgO A
EXISTING SPOT ELEVATION. 25.5 sr �.2 0
A
PROPOSED SPOT ELEVATION: 25 % 49 p 0 M p
TEST HOLE: -fP-
UTILITY POLE: -o-
. • - BENCHMARK AT
FENCE LINE
TDP OF REBAR
HYDRANT: -& ELEV.-51.r
RETAINING WALL: ® UTILITY
TREE.-
DM # 2-6=L21D29Ff4)
53.8 1500 GAL
ELEV. SEPTIC TANK
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
APPROVED BY:
Tmi l5sa.
CrrL
COVERS WITHIN f2" OF
FINISHED GRADE
(_ONE COVER TO BE WITHIN
6 OF FINISHED GRADE)
L�
53 55
ELEV.
D -BOX 53.2
53.37 (6" OF ELEV.
ELEV. STONE
UNDER)
GAS BAFFLE
AT OUTLET TEE
DATE:
JJJMt'«4 ,1UU
DEMAREST-McLELLAN ENGINEERING .•1'I I��.YiL � r�1 1%� '\\\{v}t,'',j^/\l-�' '
24 SCHOOL STREET P.O. BOX 463 1UJ NNN
WEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) 398-7710 THOMAS MCLELLAN, P.E. JOHN Z. DEMAREST JR., P.
52.5
ELEV.
PROPOSED
3 BEDROOM
26' DWELLING
1 PROPOSED DWELLING 1
2" PEASTONE
3/4" - 1 1/2"
WASHED STONE
ELEV.= 53.0
'09 50.5
<4 E4� ELEV.
rE 3o' --
3 INFILTRATORS (MAXIMIZER CHAMBERS)
WITH 4' OF STONE ALL AROUND
(30' x 1T x 2' DEEP)
SITE AND SEWAGE PLAN
LOCATION
36 POMPANO ROAD
YARMOUTHPORT MA.
PREPARED FOR'
REEF REALTY
SCALE: 1"= 20' DATE. 7-6-98
REFERENCE. PLAN BOOK 207 PACE 57