HomeMy WebLinkAbout83-1882 - Site Plan0038
5
6
7
B
LEGEND:
SOIL TEST (LOTS 75 & 77)
DATE OF SOIL TEST DECEMBER 28, 2005
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY _L._M�1.KEEtLJ&_ R.Mjmy ELEV.= 88.7
ELEV.-89•� OBSERVA11Q1�i HOLE Z ELEV= 89.7 OBSERVATION HOLE MIN./INCH INC CORIZON
SERVATION HOLEPERCOLATION RATE < 2 MIN./INCH AT 72 INCHES PERCOLATION RATE ��
OLATION RATE <-�- MIN./INCH IN C2 CORIZON DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
H HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ i TEXTURE COLOR MOTT. OTHER 0-14 0/E MEDIUM SAND 10YR8/1 NO
4 A FILL NO STUMPS 0-5 0/E MEDIUM SAND 10YR8/2 NO ROOTS
ROOTS ] 14-41 B LOAMY SAND 10YR6/6
156 C1 BOG IRON CEMENTED [ 5-29 8 LOAMY SAND IOYR6/6 2 5Y7/2
z 41-120 C MEDIUM/
29-120 C MEDIUM/ 2.5Y7/3 COARSE SAND
162 C2 MEDIUM SAND COARSE SAND
BAFFLE DISTRIBUTION ELEV. = ELEV89.35
. _
TLET - BOX E ) HIGH CAPACITY INR7RATORS ffl,H S7WE z_
INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED IN AN 11' X 48' X 10 " 7PENCH FORMA PON z 5'D0 WATER ENCO
INCHES IF MORE THAN ONE OUTLET .n
INCHES 1500 GALLON WELL A1W 230
INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION ZONE C
INCHES SEPTIC TANK 3/4" TO 1 1/2" CLEAN SYSTEM (SAS) INDEX 2.0
DOUBLE WASHED STONE ADJUST 20
FREE OF FINES do SILT t USING 1.74
USING PARTIAL USGS PROBABLE WATER TABLE ELEV. _$1_
SEWAGE DISPOSANOT L SYSTEM PROFlLE SCALE OBSERVUSGS PROBABLE WATER TABLE ELEV.
ED WATER TABLE (2/28/05) ELEV._ 842 SPOND)
BOTTOM OF TEST HOLE ELEV = 76.20_
1¢00• 00'5Q• 9�.0 ` 93.7 156.0 1 q4.1 41 3,1 9! .36 T I \ -
\�
94.1
WW
BENCHMARK: \
awc axmm�
aevAmy- 100.J/ 9.1
(MAIM) 9.
94.0 T A\ r^
\�- / • 9 '/ ��'\ 3;l,��� 4.4 I//� /�/ I /SOIL\�(
SOIL 9139 7 / TES 3 \
• 99.69 gy" gEj3 EXITIN / I TEST 1 J \ P
LOUISE LANE .`96.618 .��I »j; . f 4.6 • -. - �' • 9.8/ = • �I' �' 1 \ 1 / / / \\ �\\
EX STING SPOT ELEVATION 00.0
DESIGN CALCULATIONS
EXISTING CONTOUR ----00----
NO WATER ENCOUNTERED AT t7D" ELEV.
FINAL SPOT ELEVATION 00.0
20 FT. MINIMUM FROM CELLAR
TOP OF FOUNDATION
98 3
10 FT. MINIMUM
10 FT. MINIMUM FROM
SLAB OR CRAWL SPACE
PROPOSED EXISTING
CLEAN SAND
TOWN WATER -W- W
ELEV. _ __
CATCH BASIN
GAS LINE -G
CESSPOOL OC.P.
ACTUAL SIZE OF SEPTIC TANK
CLEANOUT C.O.
CONCRETE
INSPECTION PORT
PERC
-
EFFLUENT LOADING RATE 626.33 SQ. FT.
COVERS
4" SCHEDULE
40 PVC PIPE
LOAM AND SEED
(11X48)+(59X2X10/12) GAL./DAY
LEACHING CAPACITY (AREA X RATE) �
MIN. PITCH 1/8" PER FT.
2' LAYER OF
DEPT
RESERVE LEACHING CAPACITY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
REGULATIONS FOR
1/8" TO 1/2"
0-14
THE SUBSURFACE DISPOSAL OF SEWAGE,
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WASHED STONE
95.27 MAX
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
3.00
4" CAST IRON PIPE
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
OF DRIVES OR PARKING AREAS.
USED UNDER OR WITHIN 10 FT.
4. ANY MASONRY UNITS USFD,TO BRING COVERS TO GRADE SHALL
93.02 MIN.
NOTTREQUIRED
144 -
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
DETERMINATION FROM APPROPRIATE AUTHORITY.
(OR EQUAL) MINIMUM
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
Z
$IT TOO BEDITIONS
N OF THE DESIGN ENGINEER
BROUGHT THE ATTENTION
IMMEDIATELY.
C
PITCH 1/4• PER FT.
8. PARCEL IS IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP78 AS PARCELS _236
(
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
g
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
156 -
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). BE
ALL STPS, BRUSH. AND EERIBEARE
11 TO
ONOTTEVED F10.
UNDER ALL SEPTIC COMPONENTS ANDROM
REPLACED PER
TEE
A. USE OF ONLY A PORTION OF USGS WATER TABLE ADJUSTMENT.
ELEV. _ 9235
B. NO RESERVE AREA.
13. EXISTING SEPTIC TANK IS TO BE PUMPED AND RELOCATED WHERE SHOWN.
k4GUTTERS, DOWNSPOUTS, AND DRYWELLS ARE TO BE INSTALLED.
15. INSTALLED AND REMAIN IN PLACE UNTIL
FLOW UNE
ALTERNATIVE ADDRESS:
9227
16 LOUISE LANE
., `" OF ""S
WEST YARMOUTH
ELEV. _ _93.3
-TMIN.
9275 20'
° °
ow
10
40 ML VINYL.EV.
EL, =
o
oo ee Roo
o
90.94LEVEL
ELEV. LINER
ELEV. _ 9_ 00
GAS
ELEV. 91.94 6" SU P ELEV. 91.77
������
8
5
6
7
B
LEGEND:
SOIL TEST (LOTS 75 & 77)
DATE OF SOIL TEST DECEMBER 28, 2005
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY _L._M�1.KEEtLJ&_ R.Mjmy ELEV.= 88.7
ELEV.-89•� OBSERVA11Q1�i HOLE Z ELEV= 89.7 OBSERVATION HOLE MIN./INCH INC CORIZON
SERVATION HOLEPERCOLATION RATE < 2 MIN./INCH AT 72 INCHES PERCOLATION RATE ��
OLATION RATE <-�- MIN./INCH IN C2 CORIZON DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
H HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ i TEXTURE COLOR MOTT. OTHER 0-14 0/E MEDIUM SAND 10YR8/1 NO
4 A FILL NO STUMPS 0-5 0/E MEDIUM SAND 10YR8/2 NO ROOTS
ROOTS ] 14-41 B LOAMY SAND 10YR6/6
156 C1 BOG IRON CEMENTED [ 5-29 8 LOAMY SAND IOYR6/6 2 5Y7/2
z 41-120 C MEDIUM/
29-120 C MEDIUM/ 2.5Y7/3 COARSE SAND
162 C2 MEDIUM SAND COARSE SAND
BAFFLE DISTRIBUTION ELEV. = ELEV89.35
. _
TLET - BOX E ) HIGH CAPACITY INR7RATORS ffl,H S7WE z_
INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED IN AN 11' X 48' X 10 " 7PENCH FORMA PON z 5'D0 WATER ENCO
INCHES IF MORE THAN ONE OUTLET .n
INCHES 1500 GALLON WELL A1W 230
INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION ZONE C
INCHES SEPTIC TANK 3/4" TO 1 1/2" CLEAN SYSTEM (SAS) INDEX 2.0
DOUBLE WASHED STONE ADJUST 20
FREE OF FINES do SILT t USING 1.74
USING PARTIAL USGS PROBABLE WATER TABLE ELEV. _$1_
SEWAGE DISPOSANOT L SYSTEM PROFlLE SCALE OBSERVUSGS PROBABLE WATER TABLE ELEV.
ED WATER TABLE (2/28/05) ELEV._ 842 SPOND)
BOTTOM OF TEST HOLE ELEV = 76.20_
1¢00• 00'5Q• 9�.0 ` 93.7 156.0 1 q4.1 41 3,1 9! .36 T I \ -
\�
94.1
WW
BENCHMARK: \
awc axmm�
aevAmy- 100.J/ 9.1
(MAIM) 9.
94.0 T A\ r^
\�- / • 9 '/ ��'\ 3;l,��� 4.4 I//� /�/ I /SOIL\�(
SOIL 9139 7 / TES 3 \
• 99.69 gy" gEj3 EXITIN / I TEST 1 J \ P
LOUISE LANE .`96.618 .��I »j; . f 4.6 • -. - �' • 9.8/ = • �I' �' 1 \ 1 / / / \\ �\\
J 7 / " 9j =93.9 D. \� 1
BOX
• 98. 95.7 `4� .93.8 1 I 143.76 \ / `U` IT 6F'5'
7I , 94.2
/ / 94)• GVERDIG-►-�
96.1 ( 93.J' ^ F 94.8
40 ML
1 ♦ /� 6786' _ \` .. �• 95.6 95.0 \ HNYL LINER /
\ I
\ X!!gCCFsS4.�, SNG
EPTICEXIS�TANK 95 h ii 9 1
* 99.4 5.2
2 94.4 .95.0 i i'` I /
\\'t7j`cs 1 94 \ 95.3 I /
2 \�1\: 94.2 v�4 \ 95.04 / 96.4
L' 7 z _ _ T 1 i • 97.2
\" 94.4 EXI ;'/ D. _i
\\ Snh•.v I ..:. T H 4 DWELLING\ %;- %' BOX S 4 LIMIT
(96) W .,.95 0 C G " I N B G ROOMS OVER�IG
V A Rq 936 h N DRYIfE71 / ..'
95:0'
(94) 3 R nhC 97.6
a 1
G7 I \ \ \�•Ng3. w 95.I Q^q� kFy,hO 6�4.
(92/-
3tl8 �I w ' w I 0Sv fW:RELOCATED
a _ �� `\"-s- . �pyy 1506�6ALLON
I \ 20.6 SEPTIC YA
93.6 93.2 ^=B'
93.6 5.4
+
/t 9.
2 J
4 94.7 tql. ^ 97.0
Jp
O :,.
(9p�0. 86.3 •�7.3 , �(9 �.., = 9 \ 1
\ , 2i_ DRYNELL \
4.9
87.2
\\••�.� .�J\ B.0 ``�\ k \ \\\ *95.6 ` 4\..,
�� •� �: � • � 86.7 9.1 1 \
4`2-
� \ r9 �• �"
92.6'., \`'z
\\\\\\\¢\\
\ Y
�\\: \ LOT 40
N
\\ 26,910 f S.F.
X11 _
Ilr
l 20' WIDE
DRAINAGE
Ili EASEMENT
1.
47.00
I I I I I I I
WATER ENCOUNTERED AT -66= ELEV.
WATER ENCOUNTERED AT IDA" ELEV. _ _80 -7 -
AT tnf3" ELEV.
SOIL TEST (LOT 76)
I
DATE OF SOIL TEST JANUARY 17. 2008
SOIL !TEST DONE By f: E HOZ1E NGINEERING
WITNESSED BY _&
OBSERVATION HOLE 2 ELEV.= 95.2
53_ INCHES
MIN. INCH AT _
I PERCOLATION RATE �-- MIN./
INCH
HORIZ - TEXTURE COLOR MOTT. OTHER
1 0-4 Ap LOAMY SAND IOYR5/2 NO
4-19 B LOAMY SAND 10YR6/4
19-120 C MEDIUM SAND 2.5Y7/2
HASTINGS
AVENUE
EX STING SPOT ELEVATION 00.0
DESIGN CALCULATIONS
EXISTING CONTOUR ----00----
NO WATER ENCOUNTERED AT t7D" ELEV.
FINAL SPOT ELEVATION 00.0
FINALCONTOUR 0
NUMBER OF BEDROOMS - �-
SOIL TEST LOCATION
UTILITY POLE __0_
TOWN WATER -W- W
TOTAL ESTIMATED FLOW
( 110 GAL/M/DAY X 4 BR.) -440- /DAY
CATCH BASIN
GAS LINE -G
CESSPOOL OC.P.
ACTUAL SIZE OF SEPTIC TANK
CLEANOUT C.O.
J 7 / " 9j =93.9 D. \� 1
BOX
• 98. 95.7 `4� .93.8 1 I 143.76 \ / `U` IT 6F'5'
7I , 94.2
/ / 94)• GVERDIG-►-�
96.1 ( 93.J' ^ F 94.8
40 ML
1 ♦ /� 6786' _ \` .. �• 95.6 95.0 \ HNYL LINER /
\ I
\ X!!gCCFsS4.�, SNG
EPTICEXIS�TANK 95 h ii 9 1
* 99.4 5.2
2 94.4 .95.0 i i'` I /
\\'t7j`cs 1 94 \ 95.3 I /
2 \�1\: 94.2 v�4 \ 95.04 / 96.4
L' 7 z _ _ T 1 i • 97.2
\" 94.4 EXI ;'/ D. _i
\\ Snh•.v I ..:. T H 4 DWELLING\ %;- %' BOX S 4 LIMIT
(96) W .,.95 0 C G " I N B G ROOMS OVER�IG
V A Rq 936 h N DRYIfE71 / ..'
95:0'
(94) 3 R nhC 97.6
a 1
G7 I \ \ \�•Ng3. w 95.I Q^q� kFy,hO 6�4.
(92/-
3tl8 �I w ' w I 0Sv fW:RELOCATED
a _ �� `\"-s- . �pyy 1506�6ALLON
I \ 20.6 SEPTIC YA
93.6 93.2 ^=B'
93.6 5.4
+
/t 9.
2 J
4 94.7 tql. ^ 97.0
Jp
O :,.
(9p�0. 86.3 •�7.3 , �(9 �.., = 9 \ 1
\ , 2i_ DRYNELL \
4.9
87.2
\\••�.� .�J\ B.0 ``�\ k \ \\\ *95.6 ` 4\..,
�� •� �: � • � 86.7 9.1 1 \
4`2-
� \ r9 �• �"
92.6'., \`'z
\\\\\\\¢\\
\ Y
�\\: \ LOT 40
N
\\ 26,910 f S.F.
X11 _
Ilr
l 20' WIDE
DRAINAGE
Ili EASEMENT
1.
47.00
I I I I I I I
WATER ENCOUNTERED AT -66= ELEV.
WATER ENCOUNTERED AT IDA" ELEV. _ _80 -7 -
AT tnf3" ELEV.
SOIL TEST (LOT 76)
I
DATE OF SOIL TEST JANUARY 17. 2008
SOIL !TEST DONE By f: E HOZ1E NGINEERING
WITNESSED BY _&
OBSERVATION HOLE 2 ELEV.= 95.2
53_ INCHES
MIN. INCH AT _
I PERCOLATION RATE �-- MIN./
INCH
HORIZ - TEXTURE COLOR MOTT. OTHER
1 0-4 Ap LOAMY SAND IOYR5/2 NO
4-19 B LOAMY SAND 10YR6/4
19-120 C MEDIUM SAND 2.5Y7/2
HASTINGS
AVENUE
I
l>�N T. A.
/ r' a DUMAS w
No. 619
"%% APPROVED: BOARD OF HEALTH
. t1 RF
�aF_t °
0
COt1STA ICE
O
Ld
3 L)
SHEFFIELD
SUFFOLK
y LOUISE
0 LOCUS
D
DATE A�trvi
PROPOSED SITE PLAN
FOR
LISA V. STILL, TR.
20JECT LOCATION LOT
JO T 76
76 HASTINGS I •AVE., W. YAR
swmsER ENGL!`TEERING
203p SE BOET
jROAD
13
35-6900 SOUTH DENNIS, MASS. 0266
SCALE 1 " = 20'
DA's APR. 16, 2009
REV.
LOCATION MAP REQ, SHEET 1 of 1
C.• NS8 PRO✓ 6311-00 dw 6311-01-SAS.DWO 02009 SWEETSER ENGINEERING
I
_ X52_
DESIGN CALCULATIONS
NO WATER ENCOUNTERED AT t7D" ELEV.
4
NUMBER OF BEDROOMS - �-
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
( 110 GAL/M/DAY X 4 BR.) -440- /DAY
REQUIRED SEPTIC TANK CAPACITY N GAL.
GAL.
ACTUAL SIZE OF SEPTIC TANK
SOIL CLASSIFICATION S� MIN./IN.
DESIGN PERCOLATION RATE � j, GAL./DAY/S.F.
-
EFFLUENT LOADING RATE 626.33 SQ. FT.
LEACHING AREA
(11X48)+(59X2X10/12) GAL./DAY
LEACHING CAPACITY (AREA X RATE) �
626.33 X 0.74 AML GAL/DAY
RESERVE LEACHING CAPACITY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
REGULATIONS FOR
TITLE 5 AND THE TOWN'S RULES AND
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
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
OF DRIVES OR PARKING AREAS.
USED UNDER OR WITHIN 10 FT.
4. ANY MASONRY UNITS USFD,TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO CO!1PUANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
DETERMINATION FROM APPROPRIATE AUTHORITY.
OBTAIN SUCH
6. UTIU71ES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
LEAST 72 HOURS
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
PRR TO VARIATION
ITOO
$IT TOO BEDITIONS
N OF THE DESIGN ENGINEER
BROUGHT THE ATTENTION
IMMEDIATELY.
C
8. PARCEL IS IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP78 AS PARCELS _236
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). BE
ALL STPS, BRUSH. AND EERIBEARE
11 TO
ONOTTEVED F10.
UNDER ALL SEPTIC COMPONENTS ANDROM
REPLACED PER
REPLACED WITH CLEAN COMPACTED FILL.
12. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
A. USE OF ONLY A PORTION OF USGS WATER TABLE ADJUSTMENT.
B. NO RESERVE AREA.
13. EXISTING SEPTIC TANK IS TO BE PUMPED AND RELOCATED WHERE SHOWN.
k4GUTTERS, DOWNSPOUTS, AND DRYWELLS ARE TO BE INSTALLED.
15. INSTALLED AND REMAIN IN PLACE UNTIL
HAYBALE WORKUMIT IS TO BE
ITS REMOVAL IS AUTHORIZED BY THE CONSERVATION AGENT.
U§ )ALL DISTURBED AREAS ARE TO BE STABILIZED AND REVEGETATED.
ALTERNATIVE ADDRESS:
16 LOUISE LANE
., `" OF ""S
WEST YARMOUTH
I
l>�N T. A.
/ r' a DUMAS w
No. 619
"%% APPROVED: BOARD OF HEALTH
. t1 RF
�aF_t °
0
COt1STA ICE
O
Ld
3 L)
SHEFFIELD
SUFFOLK
y LOUISE
0 LOCUS
D
DATE A�trvi
PROPOSED SITE PLAN
FOR
LISA V. STILL, TR.
20JECT LOCATION LOT
JO T 76
76 HASTINGS I •AVE., W. YAR
swmsER ENGL!`TEERING
203p SE BOET
jROAD
13
35-6900 SOUTH DENNIS, MASS. 0266
SCALE 1 " = 20'
DA's APR. 16, 2009
REV.
LOCATION MAP REQ, SHEET 1 of 1
C.• NS8 PRO✓ 6311-00 dw 6311-01-SAS.DWO 02009 SWEETSER ENGINEERING
I