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Locus
LOCATION MAP
LOT AREA
23,416 f S.F.
(0.54 + AC.)
ASSESSORS MAP. 71
PARCEL: W3
CURRENT ZONING:
R-25 (1959 SUBDIVISION)
BUILDING SETBACKS:
F: 30' S: 6' R: 20'
FLOOD ZONE: C. B ,& A6 (EL 7)
KEY:
EXISTING ONTOUR: - - - -
PROPOSED'CONTOUR:
EXISTING SPOT ELEVATION: 25.5
PROPOSEDSPOT ELEVATION: 25
TEST HOLE: -0
UTILITY POLE: -0-
FENCE LINE: ' -
HYDRANT: ��
RETAININ WALL:
4 INFILTRATORS (MAXIMIZER CHAMBEIC )
WITH 4' OF STONE ALL AROUND
(Sr x 1r x z DEEP
(11r FROM RESERVE TO TOP OF COASTAL BANK)
29 28 \
.... -27- 28
.• - -
i...i ....� ..F qg•4 25. !.• g0
i
EDGE OF PAVE --' \ \ ` "aS
iR
I?
0-00
i
so
ljr BENCHMARK AT - 1::; (s ' i
Ir CONCRETE BOUND _ _ T8' YI
ELEVATION ® 26B s0. ` - SS s3 EEL NG
2238-2152 _ ZYIN YIN RC8 ,
30A 4A 21.5'1. _ 0p05o0
Y 'i
25D Yg EDR NO so . 34
32_ _ - _ 4o8Ey11� 9
15A g9 TOP OF �p T ' 9✓~ 20a
COASTAL BANK 6,O
foA pq r nm7. ZLr 7. - • '
N
4.0 m - '
0 fa 2a 3a 40' 50'
D '
SECTION A -A ��+� �} �N 33
5e 15-
32' 11F I9.9A'.11r144A.rlr� i32
2217-21.26
$0.0 411F
25D
20.0
P or
15.0 99 N' COAASTAL BANK
10.0 pq 7t/R IMOD ZL■7D
4.0
0 10- 2a 3a 40' 50'
SECTION B - B
212-2027 . 24117
30.0 36
25.0
20A �- TOP OF
15.0 4Z COASTAL BANK
10.0 Lr 7,0
4.0
0 fa 20' 30- 447 Sa
SECTION C - C
2011-19.31 19.5 X-7
SOD 41
25A
20.0TTOPF
15D AS CAS70'AL BANK
Z QD ZL
10D rQq I.tIR l.r 7D
4.0
0 fa 20. 3a 4a 50'
SECTION D - D
30- - -_ - - - - _ _�_-_- - SO
28-- --- -Sr ---
_
TOP OF -2s
26' - - - - - - -
BANKK� - - - - - - - _- - _- _- _ - - - - _ _
24-, ----- -- _---_- _ _ -7-7-7-7-
___ _-24
-20
---___ --'~-- .-18
------
16-'= -- -_ _- -
14
fo __ _ _-_ =fo
6- rn. r rn nur,.r rJ rrrr,*rrTrR.r„r Q
EDCE OF y Wunr Hann
ARSB`
2' - - 'ME HIGH- _ WATER _
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: AMY VON HONE, RS.
DATE: 3-18-98
PERCOLATION RATE: < 2 MIN/IN
TH-1 28.0 TH-2
A HORIZON -�
LOAMY SAND
Ir rOYR 4/4 27.1
B HORIZON
LOAMY SAND
3s' roYR s/8 251
C HORIZON
FINE -MED SAND
25Y 7/3
,s
A HORIZON
10' %LOAMY SAND
4/4 27:
B HORIZON
LOAMY SAND
s0' fOYR 5/8 1251
C HORIZON
2� 7/3 D SAND
NO GROUNDWATER ENCOUNTERED
NOTES:
1. VERTICAL DATUM: NGVD
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).
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 (A & B HORIZON, APPROX. 36" DEEP) WITHIN 5' OF
PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH
CLEAN MEDIUM SAND.
12. WORK LIMIT LINE TO BE DOUBLE STAKED HAY BALES OR SILT FENCE.
LINE TO BE STAKED PRIOR TO CONSTRUCTION.
13. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS OR STONE TRENCHES
AT DRIP LINES.
14 ALL DISTURBED AREAS TO BE REVEGETATED OR MULCHED UPON
SEPTIC SYSTEM DESIGN COMPLETION OF PROJECT.
FLOW ESTIMATE:
A_ BEDROOMS AT 110 CAL/DAY/BEDROOM =KCAL/DAY
SEPTIC TANK:
440 CAL/DAY x 2 DAYS = 880 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 4 INFILTRATORS (MAXIMIZER CHAMBERS
WITH 4' OF STONE ALL AROUND (37" x 11 x 2' DEEP)
SIDE AREA: (37 + f1)2 x 2 = 192 SF (.74) = 142 GAL/DAY
BOTTOM AREA 37' x 1r = 407 SF (74) = 301 GAL/DAY
CAPACITY = 443 GAL/DAY
SEPTIC SYSTEM SECTION
33.0
TOP OF FOUNDATION
Poor
_--120' +
120'±
EDGE oF'YARS
.rr..., r,..rJr..rr...,r....
SECTION D -D
SECTION B -B BASS RIVER
SECTION A -A
SECTION C -C
28.0 1500 GAL
ELEV. SEPTIC TANK
28 5 (6" OF STONE UNDER OR
ELEV. MECHANICALLY COMPACTED)
DM
DEMAREST-MCLELLAN ENGINEERING
24 SCHOOL STREET PD. BOX 463
98-03 (D28F5) WEST DENNIS, MASSACHUSETTS 02670
DM # PHONE d• FAX : (608) 398-7710
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
APPROVED BY:
Vlo "A51
NciEWkl
CAIL
COVERS WITHIN 1r OF
FINISHED GRADE
(NOEF COR DRE) 0 BE WITHIN
27.75 t==;i
ELEV.
D -BOX 5
27.67 (6" OF ELEV.
\ ELEV. STONE
UNDER)
GAS BAFFLE
AT OUTLET TEE
DATE:
AZT Al
THOMAS MCLELLAN, P.E. I JOHN Z. DEMAREST JR.,
ELEV.
rs
PD
3' 24'
24'
76' ' 26'
24' PROPOSED Di7ELLINC
2" PEASTONE
3/4" - 1 1/2"
�-WASHED STONE
� ELEV.= 27.0
L o �: 24.5
<4 ELEV.
4'
E--- 37'
4 INFILTRATORS (MAXIMIZER CHAMBERS)
WITH 4' OF STONE ALL AROUND
(37' x 11' x 2' DEEP)
SITE AND SEWAGE PLAN
LOCATION
LOT WS SALT BOX ROAD
SOUTH YARMOUTH, MA
PREPARED FOR. -
DAVID HEALY
SCALE. I"= 30' DATE. 5113198
REFERENCE: PLAN BOOK 154 PACE 29
REVISED: 6-9-
ASSESSORS MAP. 71
PARCEL: W3
gory CURRENT ZONING:
R-25 (1959 SUBDIVISION)
¢ rn S"IRR BUILDING SETBACKS:
F: 30' S: 6' R: 20'
FLOOD ZONE: C. B & A6 (EL 7)
Locus
LOCATION MAP
LOT AREA
23,416 f S.F.
(0.54 ± AC.)
vi
KEY.
EXISTING CONTOUR: - - --
PROPOSED CONTOUR . ..............................
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE:
UTILITY POLE: -o-
FENCE LINE: -
HYDRANT. -6
RETAINING WALL:
TREE:
4 INFILTRATORS fYAXIYIZER CHAMBERS)
WITH P OF STONE ALL AROUND
3T s 1f s 2' DEEP
llf FROM RESE E TO TOP OF COASTAL BANK)
29 28 \
0 . ....... -27_ 28
Ss /i...i ....i• 79'44 25
Ir
EDGE OF PAVE
.99
R ,
GAg�g2 )
t
,29
s0
1 �
9t BENCHMARK AT ` 10 �s4s , 32
CONCRETE BOUND
ELEVATION m 26.6 30. �' ' 33 1NG
SS. ' i �aLLIP1G
22.38-2152 a 21.59.
30.0 4.0'
25.0
204 .� TOP OF
154 39 COASTAL BANK
10.0 144TIlRl&9PDdIr7D
44
0 f0 20 301 40 50'
_ OSEDM i •'�.� i �
32_ 34
SECTION B - B
212-2027 247
SOD 3B
25.0
20A rTOP OF
f5A 4COASTAL BANK
f0A mrm J,v,, -7A
4.0
0 10 20 30' 40' 50
SECTION C - C
2011-1931 1
30A 41 9.5 X
25A 7
20.0 T
154 45 CONAL BANK
10A ...... TliR %WDdL"70
4A
0 10 20' 30 40 50
SECTION D - D
vn
8i1 - 14 TN�� i 9 i 200'
t+ PE
53' 15- o L(• l. N` 33Q
32' '_ RIIT Il 1411: 1,1 1 IIf 1111 IT( 111 ll ll?I� /32
30- _ _ - --- - - - - - - - - _ so
2 _ _
8-- ------ -37'-
_ - - - _28
OAL T 26 - -- - -- - - - -- --- -- -26
K'- -_ -_-_- - - -
24-; _ -- � --- _ -24
220- '-•�•'_ -_- _i_'r_ _ 1-_� -�•� �20
Imp '-48
16
14-�� -- _ - 14
12; - _ __---__ =_ _ --z -12
10= --------- - --= -__ _ -10
8. -'--- - - - - -- _-- _8
6 ; __
t - 11111.1111111111111111 - - -
IIF.�rtI ^•, 111n nn• - 1J 141 w1, -
ESE ,R•R.ly.11... -
......1. .....I
OF
F MARSH
TEST HOLE LOGS
ENGINEER. THOMAS McLELLAN, P.E.
WITNESS: AMY VON HONE, R.S.
DATE: 3-18-98
PERCOLATION RATE: < 2 MIN/IN
TH-1 _ TH-2
A HORIZON
LOAMY SAND
12" lOYR 4/4 271
B HORIZON
LOAMY SAND
36" fOYR 5/8 1251
C HORIZON
FINE -MED SAND
2.5Y 7/3
B HORIZON
LOAMY SAND
30- 10YR 5/8 25J
C HORIZON
25Y 7/3 FINE -ND SAND
NO GROUNDWATER ENCOUNTERED
NOTES:
1. VERTICAL DATUM. 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.
5. PIPE PITCH = 114" 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 (A do B HORIZON, APPROX. 36" DEEP) WITHIN 5' OF
PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH
CLEAN MEDIUM SAND.
12. WORK LIMIT LINE TO BE DOUBLE STAKED HAY BALES OR SILT FENCE.
LINE TO BE STAKED PRIOR TO CONSTRUCTION.
13. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS OR STONE TRENCHES
AT DRIP LINES.
SEPTIC SYSTEM DESIGN 14. ALL DISTURBED AREAS TO BE REVECETATED OR MULCHED UPON
COMPLETION OF PROJECT.
FLOW ESTIMATE:
4 BEDROOMS AT 110 GAL/DAY/BEDROOM = 440 GAL/DAY
SEPTIC TANK:
440 GAL/DAY x 2 DAYS = 880 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 4 INFILTRATORS (MAXIMIZER CHAMBERS)
WITH 4' OF STONE ALL AROUND (37'x 11' x 2' DEEP)
SIDE AREA.- (37 + 11)2 x 2 = 192 SF (.74) = 142 GAL/DAY
BOTTOM AREA: 37' x 11' = 407 SF (74) = 301 GAL/DAY
CAPACITY = 443 CAL/DAY
SEPTIC SYSTEM SECTION
33.0
TOP OF FOUNDATION
l00 /i I
28.0 1500 GAL
ELEV. SEPTIC TANK\
28.5 (6" OF STONE UNDER OR
ELEV. MECHANICALLY COMPACTED)
ATER
�--
Y------
.111111111111 1 111/1111 1
1......111 OF1Y lA[f C,H 1. 11111111 1
1.......jj 1. 1111. RS 111111.11
SECTION D -D
SECTION B -B BASS RIVER
SECTION A -A
SECTION C -A
DM
DEYAREST-MCLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
98-038 (D28F5) WEST DENNIS, MASSACHUSETTS 02670
DM PHONE k FAX : (508) 398-7710
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
APPROVED BY:
p4,,a�4�t
COVERS WITHIN 12" OF
FINISHED GRADE
(ONE COVER TO BE WITHIN
6" OF GRADE)
,27.75 t
ELEV.
1-BOXL_27B27.67(6" OF ELEV.
\ ELEV. STONE
UNDER)
GAS BAFFLE
AT OUTLET TEE
DATE:
L
fla86£Yt`
G.
THOMAS McLELLAN, P.E. JOHN Z. DEMAREST JR., P.L.S.
ELEV
1s
DECK
1z
24' 3' 24'
[GARAGE
ROPOSED
BEDROOM 24'
UELLING
4' 26'
76'18' s' PFXB
14, 12'
8'
2T
24' PROPOSED DIPELLING
2" PEASTONE
3/4" - 1 1/2"
WASHED STONE
� ELEV: 27.0
I:I -h.l 24.5
E4 <4 ELEV.
E- 37' --�
4 INFILTRATORS (MAXIMIZER CHAMBERS)
WITH 4' OF STONE ALL AROUND
(37' x 11' x 2' DEEP)
SITE AND SEWAGE PLAN
LOCATION.'
LOT W3 SALT BOX ROAD
SOUTH YARMOUTH, MA
PREPARED FOR
DAVID HEALY
SCALE: I" = 30' DATE: 5113198
REFERENCE: PLAN BOOK 154 PAGE 29
SECTION A - A
2217-2126
30D
227.
418'
%
25.0
20.0
TOP OF
154
g9y
COASTAL
BANK
1010
14Q T.IJR fwQD dlr 7,0
1
4.0
0 f0 20 30' 40'
50
SECTION B - B
212-2027 247
SOD 3B
25.0
20A rTOP OF
f5A 4COASTAL BANK
f0A mrm J,v,, -7A
4.0
0 10 20 30' 40' 50
SECTION C - C
2011-1931 1
30A 41 9.5 X
25A 7
20.0 T
154 45 CONAL BANK
10A ...... TliR %WDdL"70
4A
0 10 20' 30 40 50
SECTION D - D
vn
8i1 - 14 TN�� i 9 i 200'
t+ PE
53' 15- o L(• l. N` 33Q
32' '_ RIIT Il 1411: 1,1 1 IIf 1111 IT( 111 ll ll?I� /32
30- _ _ - --- - - - - - - - - _ so
2 _ _
8-- ------ -37'-
_ - - - _28
OAL T 26 - -- - -- - - - -- --- -- -26
K'- -_ -_-_- - - -
24-; _ -- � --- _ -24
220- '-•�•'_ -_- _i_'r_ _ 1-_� -�•� �20
Imp '-48
16
14-�� -- _ - 14
12; - _ __---__ =_ _ --z -12
10= --------- - --= -__ _ -10
8. -'--- - - - - -- _-- _8
6 ; __
t - 11111.1111111111111111 - - -
IIF.�rtI ^•, 111n nn• - 1J 141 w1, -
ESE ,R•R.ly.11... -
......1. .....I
OF
F MARSH
TEST HOLE LOGS
ENGINEER. THOMAS McLELLAN, P.E.
WITNESS: AMY VON HONE, R.S.
DATE: 3-18-98
PERCOLATION RATE: < 2 MIN/IN
TH-1 _ TH-2
A HORIZON
LOAMY SAND
12" lOYR 4/4 271
B HORIZON
LOAMY SAND
36" fOYR 5/8 1251
C HORIZON
FINE -MED SAND
2.5Y 7/3
B HORIZON
LOAMY SAND
30- 10YR 5/8 25J
C HORIZON
25Y 7/3 FINE -ND SAND
NO GROUNDWATER ENCOUNTERED
NOTES:
1. VERTICAL DATUM. 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.
5. PIPE PITCH = 114" 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 (A do B HORIZON, APPROX. 36" DEEP) WITHIN 5' OF
PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH
CLEAN MEDIUM SAND.
12. WORK LIMIT LINE TO BE DOUBLE STAKED HAY BALES OR SILT FENCE.
LINE TO BE STAKED PRIOR TO CONSTRUCTION.
13. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS OR STONE TRENCHES
AT DRIP LINES.
SEPTIC SYSTEM DESIGN 14. ALL DISTURBED AREAS TO BE REVECETATED OR MULCHED UPON
COMPLETION OF PROJECT.
FLOW ESTIMATE:
4 BEDROOMS AT 110 GAL/DAY/BEDROOM = 440 GAL/DAY
SEPTIC TANK:
440 GAL/DAY x 2 DAYS = 880 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 4 INFILTRATORS (MAXIMIZER CHAMBERS)
WITH 4' OF STONE ALL AROUND (37'x 11' x 2' DEEP)
SIDE AREA.- (37 + 11)2 x 2 = 192 SF (.74) = 142 GAL/DAY
BOTTOM AREA: 37' x 11' = 407 SF (74) = 301 GAL/DAY
CAPACITY = 443 CAL/DAY
SEPTIC SYSTEM SECTION
33.0
TOP OF FOUNDATION
l00 /i I
28.0 1500 GAL
ELEV. SEPTIC TANK\
28.5 (6" OF STONE UNDER OR
ELEV. MECHANICALLY COMPACTED)
ATER
�--
Y------
.111111111111 1 111/1111 1
1......111 OF1Y lA[f C,H 1. 11111111 1
1.......jj 1. 1111. RS 111111.11
SECTION D -D
SECTION B -B BASS RIVER
SECTION A -A
SECTION C -A
DM
DEYAREST-MCLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
98-038 (D28F5) WEST DENNIS, MASSACHUSETTS 02670
DM PHONE k FAX : (508) 398-7710
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
APPROVED BY:
p4,,a�4�t
COVERS WITHIN 12" OF
FINISHED GRADE
(ONE COVER TO BE WITHIN
6" OF GRADE)
,27.75 t
ELEV.
1-BOXL_27B27.67(6" OF ELEV.
\ ELEV. STONE
UNDER)
GAS BAFFLE
AT OUTLET TEE
DATE:
L
fla86£Yt`
G.
THOMAS McLELLAN, P.E. JOHN Z. DEMAREST JR., P.L.S.
ELEV
1s
DECK
1z
24' 3' 24'
[GARAGE
ROPOSED
BEDROOM 24'
UELLING
4' 26'
76'18' s' PFXB
14, 12'
8'
2T
24' PROPOSED DIPELLING
2" PEASTONE
3/4" - 1 1/2"
WASHED STONE
� ELEV: 27.0
I:I -h.l 24.5
E4 <4 ELEV.
E- 37' --�
4 INFILTRATORS (MAXIMIZER CHAMBERS)
WITH 4' OF STONE ALL AROUND
(37' x 11' x 2' DEEP)
SITE AND SEWAGE PLAN
LOCATION.'
LOT W3 SALT BOX ROAD
SOUTH YARMOUTH, MA
PREPARED FOR
DAVID HEALY
SCALE: I" = 30' DATE: 5113198
REFERENCE: PLAN BOOK 154 PAGE 29