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LEGEND
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
100.0 PROPOSED SPOT ELEVATION 3 110 = 330
DESIGN FLOW: BEDROOMS (_GPD) GPD
100x0 EXISTING SPOT ELEVATION USE A 330 GPD DESIGN FLOW
100 PROPOSED CONTOUR SEPTIC TANK: -330 GPD ( 2 ) = 660
�p
USE A 1500_ GALLON SEPTIC TANK
- 100 - EXISTING CONTOUR LEACHING:
PERIMETER: 73' x 2 x 0.74 = 108 GPD
BOTTOM AREA: 307 SF x 0.74 = 227 GPD
TOTAL: 452 S.F. 335 GPD
USE (2) 500 GAL LEACHING CHAMBERS (ACME OR
EQUAL) IN CONFIGURATION SHOWN (SEE DETAIL)
BOARD OF HEALTH
MA
APPROVED DATE
SITE BENCHMARK:
TOP FNDN. AT EL 21.0' S 1 STEM PROFILE
C.I. ACCESS COVER TO FIN. GRADE Ili (NOT 70 SCALE)
ACCESS COVER (WATERTIGHT) TO
20.3' MINIMUM .75' OF COVEROVER PRECAST W'THIN 6" OF FlN. GRADE
I_1�---- �- 2% SLOPE REQUIRED OVER SYSTEM
�. RUN PIPE LEVEL /2" DOUBLE WASHED PEASTONE
18.20' FOR FIRST 2'
PROPOSED 1500
GALLON SEPTIC 17.25'
OAscMEr+r sub Ar .17.50'
EL. 13.3': TANK (H- ZO) GAS 14.4'
' BAFFLE l 14,57' ED Q a Q O Q Q Q Q
1.6 % SLOPE) o ' � Q Q Q Q Q � Q Q o
(- �6" CRUSHED STONE OR MECHANICAL Q Q Q Q Q Q Q Q Q
4 COMPACTION. (15.221 [21) �. $ 2' Q Q Q Q Q Q Q Q Q
DEPTH OF FLOW = ( 1 % SLOPE)I SLOPE)
TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE
INLET DEPTH = 10"
.OUTLET DEPTH = 14"
FOUNDATION- 43' - SEPTIC TANK 227' D' BOX 12' LEACHING
FACILITY
MAG NAIL IN 6" OAK
ELEV. = 17.15 VACANT
X14.92
X 15.63
1 �
rn .�
TEST HOLE LOGS THS 2 &3
ENGINEER: A.H. OJALA, PE
WITNESS: AMY VON HONE, RS
DATE: 12/18/02
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
all_ ELEV. ELEV.
15.54 2 a
I 8 - � 214.70. 91.48' _. l 0,. Q 1$.3' 0„ Q 18.4'
4 � / all_ � SA � SA
CBDH
PROP. WELL FND. �F 65 all, 4„ 10YR 2/1 4" 10YR 2/1
PLAND AREA' - , 11- E E
44,800± SF 1 all_
5. 91A1.03± Ac - - MS MS
Io X 15.40 all,
I 103".03 1 - 7" 10YR 6/2 7„ 10YR 6/2
f
oA Bw Bw
f - LS LS
GLj I- 1� X 12.09
Cti 8 1 1r_ WLF-6 36" 10YR 5/6 15.3' 30" 10YR 5/6 15.9'
Cl
�I C F -M SAND
w 35 6
a I \�X16� X15 _ Pd F -M SAND 2.5Y 7/4
12.07
1659 o° F 7 12.01 96"
� WLF-8 11.75 2.5Y 7/4
P 1 WLF-9 C2
O ` all,
1264 12.22 STONY,
17.02
_ � ��` `'° �WL�1 bNWLF-11
LOAMY SAND
3
132" 7.3' 126" 7.9'
oRWEti. 6� 1 �. � NO GROUNDWATER ENCOUNTERED
PROP. a TF - 21.0• °1 1 .75 X15 55
aOPo4E O
VACANT 1 3 . 16. 14.52 WLF912
X36.75 X15.67
I r�
X 1 [ 2 'ri.
18.0'
T31 MAX.
5'
BOTTOM TH2 ELEV. 7.3'
SPIKES (ONE AT 6" FROM EACH END)
I I r• 1.8A- • WLF 4 WLF-13
+ WLF-15 BURIED 6" x 6" DEADMAN TIE ,f 6' TYP
1 0 X .9 .EVERY 6' I ELEV. 20' -18.0' (VARIES) ,
• 1.55 VERTICAL 6" x 6" -
15.3 WLF-16 LANDSCAPE TIE 6'
X 1 �.& 1 /� ..O• all_ ZCENTER TO CENTER
9 4' L_ -L � - I -
TEST HOLE LOG TH1
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: 10/30/02
PERC. RATE = N/A
FAILED
(NO V CONTIGUOUS SUITABLE SOIL)
Q ELEV.
1
0" 17.6'
BURIED 6"x6"x4' DEADMAN TIEBACK (TYP)
ELEV 20.0'-18.0'
PROP. RETAINING WALL I 2,93
(SEE DETAIL) WLF-1 7
.79
X 1 q.0 1 .79 X 14.7 J 6" x s" PT - -
,il L LANDSCAPE -
CONTRACTOR TO PROVIDE FOUNDATION DRAINS I f TIES GRADE (ELEV 16.0' - 13.0' -VARIES) I III I -- II
IF UNSUITABLE SOILS ENCOUNTERED IN AREA I / I '� WLF 21 HOF PROPOSED DWELLING X 18.5 ELEV. 16.0' - 13.0'
1 I I
291
-1 .0 3' L_- --J L__ - --J TIE TI PRESSURE TREATED
5. all,
All. 4' DEADMAN, CENTERED MIN. / TIE TIMBERS (TYP)
1? 111_ UNDER HORIZ. TIE,
-� X 6.52 SPIKED
6052,...- SPIKED
1 X45II 17. X 21
13 � 1 67WLF-20 all_
la
o
1 a \
� al I,
X191018.98; 17,9\ X WLF-21 -
NOTE: ENGINEER TO STAKE SEPTIC SYSTEM AND WELL, I
AND CERTIFY LOCATIONS ONCE INSTALLED ' 1 H31 6 \MAP 1109, PARCEL 69.1
,I ' 147,489 SF TOTAL
`7c
F WLF-22/END alr= 3.39 Ac
19.00
111.07 X16`1 X16.19
THz o 1 310.33' -1
[-PIN
FN D.
18.73
9
ro
N
J
U
12.8'
DIMENSIONS OF SAS
1"=20'
02-325
4' LONG DEADMAN,
CENTERED ON VERTICAL
TIE, 4' BELOW. GRADE
PROFILE OF LANDSCAPE TIE WALL (NOT SPIKED) -�
(NTS)
PROP. FNDN.
EL 20.75' �\
FACE VIEW OF TIE WALL
(NTS)
(MIN. 2' OF COVERAGE; PROVIDE INSULATING BLANKET
OVER PIPING, BETWEEN SEPTIC TANK AND D'BOX)
PROFILE VIEW
HORIZ SCALE: 1" = 40'
VERT. SCALE: 1" = 10'
rw
LOCUS
I
'HE
ON
N0
9 KNOB HILL
LOCATION MAP NTS
ASSESSORS MAP 119 PARCEL 69.1
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
FLOOD ZONE: C
rs VARIANCES REQUESTED:
TOWN OF YARMOUTH REG. 3.7:
REDUCTION IN SETBACK, SAS TO (PERCHED) WETLAND (100' TO
74'; RESERVE TO WETLAND, 100' TO 62'
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS NOT AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION Gi3TAiNED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
11. EXISTING CONDITIONS SHOWN HEREON WERE FROM A FIELD SURVEY
PERFORMED BY ATLANTIC DESIGN ENGINEERS, LLC, ON 5/15/02 & 6/11/02,
12. WETLAND WAS FLAGGED BY LEC ON 7/25/02 AND 8/7/02.
13. DOWNSAOUTS TO BE DIRECTED TO DRYWELLS OR
DRIP TRENCHES
TI TLE 5 SITE PLAN
OF PARCEL 69.1, BAY POINT ROAD
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: TADD LAMMINEN
40 0 40 80 120
SCALE: 1" = 40' DATE: SEPTEMBER 10, 2004
REV. 10/5/04 (ADDL VAR)
REV. 11/15/04 (MOVE SAS)
`J. 12/7/04 (STK NOTE)
/22/04 (MOVE WLL)
/o Si
DATE
off 508-362-4541
faz 508 362-9680
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St, yarmouth, ma 02675
0
2"
A/E
4"
LS
Ap
LS
10"
Bw
23"
LCS
Cl
42",
C.S.
C2
95
SILT LOAM
e Ern
C3
126"
MS
C4
62"
SILT LOAM
BURIED 6"x6"x4' DEADMAN TIEBACK (TYP)
ELEV 20.0'-18.0'
PROP. RETAINING WALL I 2,93
(SEE DETAIL) WLF-1 7
.79
X 1 q.0 1 .79 X 14.7 J 6" x s" PT - -
,il L LANDSCAPE -
CONTRACTOR TO PROVIDE FOUNDATION DRAINS I f TIES GRADE (ELEV 16.0' - 13.0' -VARIES) I III I -- II
IF UNSUITABLE SOILS ENCOUNTERED IN AREA I / I '� WLF 21 HOF PROPOSED DWELLING X 18.5 ELEV. 16.0' - 13.0'
1 I I
291
-1 .0 3' L_- --J L__ - --J TIE TI PRESSURE TREATED
5. all,
All. 4' DEADMAN, CENTERED MIN. / TIE TIMBERS (TYP)
1? 111_ UNDER HORIZ. TIE,
-� X 6.52 SPIKED
6052,...- SPIKED
1 X45II 17. X 21
13 � 1 67WLF-20 all_
la
o
1 a \
� al I,
X191018.98; 17,9\ X WLF-21 -
NOTE: ENGINEER TO STAKE SEPTIC SYSTEM AND WELL, I
AND CERTIFY LOCATIONS ONCE INSTALLED ' 1 H31 6 \MAP 1109, PARCEL 69.1
,I ' 147,489 SF TOTAL
`7c
F WLF-22/END alr= 3.39 Ac
19.00
111.07 X16`1 X16.19
THz o 1 310.33' -1
[-PIN
FN D.
18.73
9
ro
N
J
U
12.8'
DIMENSIONS OF SAS
1"=20'
02-325
4' LONG DEADMAN,
CENTERED ON VERTICAL
TIE, 4' BELOW. GRADE
PROFILE OF LANDSCAPE TIE WALL (NOT SPIKED) -�
(NTS)
PROP. FNDN.
EL 20.75' �\
FACE VIEW OF TIE WALL
(NTS)
(MIN. 2' OF COVERAGE; PROVIDE INSULATING BLANKET
OVER PIPING, BETWEEN SEPTIC TANK AND D'BOX)
PROFILE VIEW
HORIZ SCALE: 1" = 40'
VERT. SCALE: 1" = 10'
rw
LOCUS
I
'HE
ON
N0
9 KNOB HILL
LOCATION MAP NTS
ASSESSORS MAP 119 PARCEL 69.1
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
FLOOD ZONE: C
rs VARIANCES REQUESTED:
TOWN OF YARMOUTH REG. 3.7:
REDUCTION IN SETBACK, SAS TO (PERCHED) WETLAND (100' TO
74'; RESERVE TO WETLAND, 100' TO 62'
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS NOT AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION Gi3TAiNED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
11. EXISTING CONDITIONS SHOWN HEREON WERE FROM A FIELD SURVEY
PERFORMED BY ATLANTIC DESIGN ENGINEERS, LLC, ON 5/15/02 & 6/11/02,
12. WETLAND WAS FLAGGED BY LEC ON 7/25/02 AND 8/7/02.
13. DOWNSAOUTS TO BE DIRECTED TO DRYWELLS OR
DRIP TRENCHES
TI TLE 5 SITE PLAN
OF PARCEL 69.1, BAY POINT ROAD
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: TADD LAMMINEN
40 0 40 80 120
SCALE: 1" = 40' DATE: SEPTEMBER 10, 2004
REV. 10/5/04 (ADDL VAR)
REV. 11/15/04 (MOVE SAS)
`J. 12/7/04 (STK NOTE)
/22/04 (MOVE WLL)
/o Si
DATE
off 508-362-4541
faz 508 362-9680
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St, yarmouth, ma 02675
LEGEND
100.0 PROPOSED SPOT ELEVATION
100xO EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
100 - EXISTING CONTOUR
TOP FNDN. AT EL. 21.0' SYSTEM PROFILE
C . ACCESS COVER TO FIN. GRADE (NOT TO SCALE)
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) ACCESS COVER (WATERTIGHT) TO
DESIGN FLOW: 3_ BEDROOMS ( 110 GPD) = 330 GPD 20.3 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
USE A 330 GPD DESIGN FLOW 2% SLOPE REQUIRED OVER SYSTEM
SEPTIC TANK: 330 GPD ( 2 ) 660 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE
' 18.20'LPROPOSED%FOR FlRST 2'
1500 USE A GALLON SEPTIC TANK BA 131T SLAB AT f 17.50'17.2'LEACHING: EL.13A3 GAS
BAFFLE �4.4'
,.:.. ��
PERIMETER: 73' x 2 x 0.74 108 GPD 14.57 og O O O O O O O o
(-L-6--7 SLOPE) \_6' CRUSHED STONE OR MECHANICAL 0 H R H 0 Q o
BOTTOM AREA: 307 SF x 0.74 = 227 GPD COMPACTION. (15.221 [2]) 80 $
DEPTH of FLOW 4 1 2' C7 O O O O O D C7 C7
TOTAL: 452 S.F. 335_GPID (? 7 SLOPE) (_7, SLOPE)
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR TEE SIZES: 3/4". TO 1 1/2" DOUBLE WASHED STONE
INLET DEPTH = t n"
EQUAL) IN CONFIGURATION SHOWN (SEE DETAIL) OUTLET DEPTH = 14"
FOUNDATION- 43' - SEPTIC TANK 227' D' BOX 12' LEACHING
FACILITY
HOARD OF HEALTH
MA
APPROVED DATE
SITE BENCHMARK:
MAG NAIL IN 6" OAK
ELEV. = 17.15 VACANT
X14.92 .
X 15.63
1 bo
C .�
TEST HOLE LOGS THS 2 &3
ENGINEER: A.H. OJALA, PE
WITNESS: AMY VON HONE, RS
DATE: 12/18/02
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV. ELEV.
15.54 ll -
I 8 / - - 214.70 91.48' 0" Q 18.3 0„ Q 18_4'
I
DH alr_ aln 0/A 0/A
.1.
F - 10YLS LS
IFND. 12.26 aIL
PROP. WELL WLF_5 - 4" R 2/1 4„ 10YR 2/1
PLAND AREA* - E E
44.800± SF +I r, ,,Ib
5. 91Jpq1.03± AC - - MS MS
1vi.03 X 15. 7„ 10YR 6/2 7„ 10YR 6/2
I o
0
A Bw Bw
of 1 alr_ ,11n
EV1 X 1 12.09 LS LS
C4 )<g-6 8 1 tc WLF-6 10YR 5/6 15.3' 30" 10YR 5/6 15.9'
� Z I � .� ` .` ,dr_ ,,Ir 36„
♦ C Cl
a w11 --\ ♦\ 16♦ 12.07
35d \ F -M SAND
-MAN
alr. roc F SD 2.5Y 7/4
�C X 15
1659 �\ ♦\ o° F 7 1201
WLF-8 11�F59 2.5Y 7/4 96
I 1 ♦ c2
� - 1 alr,
1264 12.22 STONY,
1702 SzJg �� ` �WL�10WLF-11 LOAMY SAND
\ 3 \
-- 132" 7.3' 126" 7.9'
PROP. 16.3
1 o jrDW� 6� I \ X15.55 \ NO GROUNDWATER ENCOUNTERED
.75
1 3.12.19
VACANT 16. e X 15.75 14.52 X 15.67 WLF-12
10 3
1 OX 1 2 sem. � -� '
I i� S' 1LF4 \ WLF413 SPIKES (ONE AT 6' FROM EACH END)
I0 , ELEVVARIES
WLF-15 BURIED 6" x 6" DEADMAN TIE
9 . 20' -18.0• )
1.55
X EVERY 6' - - ( ..
I WLF-16 VERTICAL 6' x 6"
18.0'
3' MAX.
5'
BOTTOM TH2 ELEV. 7.3'
6' TYP
TEST HOLE LOG TH1
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: 10/30/02
PERC. RATE = N/A
FAILED
(NO 4' CONTIGUOUS SUITABLE SOIL)
1
ELEV.
n„ 17.6'
1
BURIED 6"x6'x4' DEADMAN TIEBACK (TYP)
ELEV 20.0'-18.0'
1 S / SO .3 LANDSCAPE TIE 6'
X 1 -
�.8 dll, CENTER TO CENTER
I .09 4, -
PROP. RETAINING WALL I -
2 93 alr_ alr_
(SEE DETAIL) "WLF-17
79
X1.0 X14.79 v J 6' x 6' PT
NDSC
CONTRACTOR TO PROVIDE FOUNDATION DRAINS I 1 rr9 ,II d I, - jLAD SAPE I III
I GRADE (ELEV 18.0• - 13.0' -VARIES) II I I I III
IF UNSUITABLE SOILS ENCOUNTERED IN AREA
O
-
2"
.. OF PROPOSED DWELLING
X 18,5
i.
A/E
4"
LS
5. ,d I.
Ap
I
-
LS
/
10"
j X
6.52 WLF-19
Bw
17.
23"'
LCS
Cl
42"
C.S.
13
03.67 WLF-20
C2
95"
SILT LOAM
Morn
s.s'
1
C3
126"
MS
1
aIr_
C4
X19 0 X18.98;
WELL, 1
62"
SILT LOAM
X WLF-21
BURIED 6"x6'x4' DEADMAN TIEBACK (TYP)
ELEV 20.0'-18.0'
1 S / SO .3 LANDSCAPE TIE 6'
X 1 -
�.8 dll, CENTER TO CENTER
I .09 4, -
PROP. RETAINING WALL I -
2 93 alr_ alr_
(SEE DETAIL) "WLF-17
79
X1.0 X14.79 v J 6' x 6' PT
NDSC
CONTRACTOR TO PROVIDE FOUNDATION DRAINS I 1 rr9 ,II d I, - jLAD SAPE I III
I GRADE (ELEV 18.0• - 13.0' -VARIES) II I I I III
IF UNSUITABLE SOILS ENCOUNTERED IN AREA
17N
1
II
WLF-18
WLF-
.. OF PROPOSED DWELLING
X 18,5
i.
1
.0
5. ,d I.
I
I
-
MIN.
/
j X
6.52 WLF-19
14511
17.
X .21
1
13
03.67 WLF-20
�lo
1
1
aIr_
NOTE: ENGINEER TO STAKE SEPTIC SYSTEM AND
X19 0 X18.98;
WELL, 1
17.97
X WLF-21
AND CERTIFY LOCATIONS ONCE INSTALLED
I
H31
60, \
1 o
1
%XWLF-22/END dr
-O'
19.0\\0
r-
�
X I .
♦
\
J
.07 X 1'6 51 X 16.19
\
310.33'
IITH2
0
11- IN
FN D.
18.73
9,
J
ip
-
12.8'
DIMENSIONS OF SAS
• 1" = 20'
02-325
11_L
dlr_
MAP 1109, PARCEL 69.1
147,489 SF TOTAL
3.39 AC
ab,
4' DEADMAN, CENTERED
UNDER HORIZ. TIE,
SPIKED
4• LONG DEADMAN,
CENTERED ON VERTICAL
TIE, 4" BELOW GRADE
PROFILE OF LANDSCAPE TIE WALL (NOT SPIKED) -L
(NTS)
PROP. FNDN.
EL 20.75'
FACE VIEW OF TIE WALL
(NTS)
(MIN. 2' OF COVERAGE; PROVIDE INSULATING BLANKET
OVER PIPING, BETWEEN SEPTIC TANK AND D'BOX)
PROFILE VIEW
HORIZ SCALE: 1" = 40'
VERT. SCALE: 1" = 10'
tj
rc
LOCUS
vrv5i �
NO
sftt
IOtOB H61
LOCATION MAP NTS
ASSESSORS MAP 119 PARCEL 69.1
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
FLOOD ZONE: C
:S VARIANCES REQUESTED:
TOWN OF YARMOUTH REG. 3.7:
REDUCTION IN SETBACK, SAS TO (PERCHED) WETLAND (100' TO
74'; RESERVE TO WETLAND, 100' TO 62'
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS NOT AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
11. EXISTING CONDITIONS SHOWN HEREON WERE FROM A FIELD SURVEY
PERFORMED BY ATLANTIC DESIGN ENGINEERS, LLC, ON 5/15/02 & 6/11/02
12. WETLAND WAS FLAGGED BY LEC ON 7/25/02 AND 8/7/02.
13. DOWNSPOUTS TO BE DIRECTED TO DRYWELLS OR
DRIP TRENCHES
TI TLE 5 SITE PLAN
OF PARCEL 69.1, BAY POINT ROAD
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: TADD LAMMINEN
40 0 40 80 120
SCALE: 1" = 40' DATE: SEPTEMBER 10, 2004
REV. 10/5/04 (ADDL VAR)
REV. 11/15/04 (MOVE SAS)
V. 12/7/04 (STK NOTE)
tH 22/04 (MOVE WLL)
05 (HSE)
AF�`� 5 (WILL)
A H H.
U� 0JALA �� OJALA
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.3079 No, 28344 Jf f
"H A 0't''
� a ee1 �0
A .0;& i c LA, P. DATE
off 506-362-4541
fax 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
17N
- - - -
ELEV. 16.0' - 13.0'
6'x6' PRESSURE TREATED
MIN.
/
/
TIE TIMBERS (TYP)
4• LONG DEADMAN,
CENTERED ON VERTICAL
TIE, 4" BELOW GRADE
PROFILE OF LANDSCAPE TIE WALL (NOT SPIKED) -L
(NTS)
PROP. FNDN.
EL 20.75'
FACE VIEW OF TIE WALL
(NTS)
(MIN. 2' OF COVERAGE; PROVIDE INSULATING BLANKET
OVER PIPING, BETWEEN SEPTIC TANK AND D'BOX)
PROFILE VIEW
HORIZ SCALE: 1" = 40'
VERT. SCALE: 1" = 10'
tj
rc
LOCUS
vrv5i �
NO
sftt
IOtOB H61
LOCATION MAP NTS
ASSESSORS MAP 119 PARCEL 69.1
ZONING DISTRICT: R-40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
FLOOD ZONE: C
:S VARIANCES REQUESTED:
TOWN OF YARMOUTH REG. 3.7:
REDUCTION IN SETBACK, SAS TO (PERCHED) WETLAND (100' TO
74'; RESERVE TO WETLAND, 100' TO 62'
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS NOT AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
11. EXISTING CONDITIONS SHOWN HEREON WERE FROM A FIELD SURVEY
PERFORMED BY ATLANTIC DESIGN ENGINEERS, LLC, ON 5/15/02 & 6/11/02
12. WETLAND WAS FLAGGED BY LEC ON 7/25/02 AND 8/7/02.
13. DOWNSPOUTS TO BE DIRECTED TO DRYWELLS OR
DRIP TRENCHES
TI TLE 5 SITE PLAN
OF PARCEL 69.1, BAY POINT ROAD
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: TADD LAMMINEN
40 0 40 80 120
SCALE: 1" = 40' DATE: SEPTEMBER 10, 2004
REV. 10/5/04 (ADDL VAR)
REV. 11/15/04 (MOVE SAS)
V. 12/7/04 (STK NOTE)
tH 22/04 (MOVE WLL)
05 (HSE)
AF�`� 5 (WILL)
A H H.
U� 0JALA �� OJALA
VIL + ti
.3079 No, 28344 Jf f
"H A 0't''
� a ee1 �0
A .0;& i c LA, P. DATE
off 506-362-4541
fax 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675