HomeMy WebLinkAbout83-1893 - Site Plan 62.3
2.6
25
2.5
PROPOSED LOT
COVERAGE
HOUSE
2206±S.F.
DRIVE
1220±S.F.
PORCH, DECK
380±S.F.
2.6 TOTAL
3806±S.F.
3806 S.F/18,375 S.F.=20.7%
2 W 1
N /F
II OWOCKI ° 6.A R-40100, a-
17.3 N/F
11 i ------ OWOCKI N/F
PROP. SILT FENCE WORKLIMIT ,.'S4 WHITE
2.5 9.
= 4.4 II ! ,x-5,4 `
1 ' '5.4 5+35 s1
17 { ,v
1 1,, 5. EV / 55 \ ; PROVIDE VEGETATED DRAINAGE SWALE
2.8 1 N/F ELIMINATE " ; 5.5 / ; `� 6.7
II OWOCKI ISLAND i 5.6
I
'� ' 6.6
= 3.7 1 / �%P1on SW -----
--7---------8,3
W 3A 1 / ii // --- q 7 8 6
\ \ i �BENCH MARK --TOP DISC ON 91 H2 1CONC. BOUND=6.70 NGVD29 - �----_ T
A -' J8.2
\
I
h
71 7.6 I
11x2 2
4.6 \ % a 11.2_ _ -
....
THI
, 1
\ i 5,72 I 1 (I 6.3 11x > o t
W 5A DRIVE 6 rn::. 10' 1 i m i 1
4.4 s 1 6,.1 m 1 SMS, s a
to
LT1
61 ` 4'.4
g1 & I
x 11.4 ;
\ ^ 6,11i 111 5,9 c)I v
O �1/F , ` ', 1 X6,5 oLO
IV a.
OWOCKI ', \ 1
t
(p .fp c_H'N cu 1 B,6
,
'P y'oS.
5 t, . LOT 10 0
PROVIDE , 6.1 c
• 53 ' �'` 18 375E- N x11.4
SITE PLAN
FOR
CLARE & FREDERICK C. SCHWELM, JR.
LOT 109 20 BASS RIVER TERRACE, SO. YARMOUTH, MA
FEBRUARY 3, 2011 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P:O, BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
PAGE 1 OF 2 02011 BY R.J. CADILLAC
10 DUCTILE S.
� , 6.21 u e f 6•.
\ IRON PIPE
2
UNDER DRIVE
I \N V, = 5.05 ;\ 4 1` \ ; 11.2 Fz .2
I s
\
= 5.4
0,\
;.... \, ; l\ 8x'9 9.2
AWH % �A
V %6-2 'A65 75 $ AS ---- -
_ \\
1-------------- -------1 8, 88
A,A� .
4.3 �V 75 Bottom Flood
\\ \ \\\66 ,\ \ BENCH MARK --TOP DISC ON Vent=11.5
CONC. BOUND=7.37 NGVD29
\ 6 `\'\\ \�� \ PROVIDE VEGETATED Top Slab
0.5�
= 4.2 DRAINAGE SWALE
N /F \
\ \
4.4 \\ �\ 7.0 �� 6.6 72 N/F
OWOCKI°
\\ � `\\ �� °�; \ TUERS, TR.
\- 6.6
W EA `
7.7
3 \
\ �� j•� \
41
7
NOTES JOB NO. Y11-02
SCHWELM.DWG
1. LOCUS IS A.M. 42, PARCEL 157. FB 26/1-2 SB 12/,
2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 11.
3. LOCUS IS IN FLOOD ZONE A11(EL. 11) ON FIRM DATED JULY 2, 1992.
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
5. MUNICIPAL WATER IS AVAILABLE, LOTS WITHIN 100' ARE ON TOWN WATER.
6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
TEST HOLE 1
TEST HOLE DATE: January 28, 2011 DEPTH (inches) ELEV.(feet)
PERFORMED BY. Ron Cadillac Soil Evaluator
,
WITNESSED BY: Amy Von Hone, RS, CHO
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
-� W-
PROPOSED WATER SERVICE
W
EXISTING WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
' 9.5 x 8,7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS
2.3
�6_`
EXISTING CONTOUR
-8--
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
SITE PLAN
FOR
CLARE & FREDERICK C. SCHWELM, JR.
LOT 109 20 BASS RIVER TERRACE, SO. YARMOUTH, MA
FEBRUARY 3, 2011 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P:O, BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
PAGE 1 OF 2 02011 BY R.J. CADILLAC
10 DUCTILE S.
� , 6.21 u e f 6•.
\ IRON PIPE
2
UNDER DRIVE
I \N V, = 5.05 ;\ 4 1` \ ; 11.2 Fz .2
I s
\
= 5.4
0,\
;.... \, ; l\ 8x'9 9.2
AWH % �A
V %6-2 'A65 75 $ AS ---- -
_ \\
1-------------- -------1 8, 88
A,A� .
4.3 �V 75 Bottom Flood
\\ \ \\\66 ,\ \ BENCH MARK --TOP DISC ON Vent=11.5
CONC. BOUND=7.37 NGVD29
\ 6 `\'\\ \�� \ PROVIDE VEGETATED Top Slab
0.5�
= 4.2 DRAINAGE SWALE
N /F \
\ \
4.4 \\ �\ 7.0 �� 6.6 72 N/F
OWOCKI°
\\ � `\\ �� °�; \ TUERS, TR.
\- 6.6
W EA `
7.7
3 \
\ �� j•� \
41
7
NOTES JOB NO. Y11-02
SCHWELM.DWG
1. LOCUS IS A.M. 42, PARCEL 157. FB 26/1-2 SB 12/,
2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 11.
3. LOCUS IS IN FLOOD ZONE A11(EL. 11) ON FIRM DATED JULY 2, 1992.
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
5. MUNICIPAL WATER IS AVAILABLE, LOTS WITHIN 100' ARE ON TOWN WATER.
6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
TEST HOLE 1
TEST HOLE DATE: January 28, 2011 DEPTH (inches) ELEV.(feet)
PERFORMED BY. Ron Cadillac Soil Evaluator
,
WITNESSED BY: Amy Von Hone, RS, CHO
D
PERC RATE: <2'-00"/inch (C layer)
4'
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
8
N/F
TI
BUTLER DESIGN DATA
87
BEDROOMS:27"
3
1
0 10.00
1027
II
0
GARBAGE GRINDER: No
a
REQUIRED CAPACITY: 330 GPD
45"L-
5'aPROPOSED
PROPOSEDSEPTIC TANK: 1500 GAL.
OBSERVED WATER=2.5
*Locus is within 300' of Run Pond
Shrub Meadow Swamp
EFFECTIVE LEACHING AREA: 482.4 SF
I
6.7 SF/LF X W/UNIT=53.6 S.F/UNIT
68"
9 UNITS X 53.6 SF/UNIT=482.4 SF(EFFECTIVE)
N/F
COTE
DESIGN CAPACITY: 357 GPD
BASEMENT
[(482 4 SF) X 74120"
8.2
0 layer
A/E layer 10yr 4/2
loamy sand
B layer 10yr 5/8
loamy sand
5.95
C layer 10yr 6/6
medium sand
(5q gravel)
observed water 2.5
GPD/SF] -1.8
LEACH AREA TEST HOLE 2
(SEE MODIFIED CERTIFICATION FOR GENERAL USE --REV. 2/22/10) DEPTH (inches) ELEV.(feet)
USE 9 CULTEC C-4 UNITS IN THREE ROWS, AS SHOWN. EXCAVATE O
A 12 X 24 RECTANGLE, AS SHOWN. RUN PERFORATED PIPES LEVEL
DOWN CENTER OF EACH ROW SET BETWEEN CENTER HUMPS. CAP ENDS. 4"
5' REMOVAL 8,
DO 5' ALL AROUND AND UNDER REMOVAL DOWN 3't TO
C LAYER.
34"
LEACHING SECTION GRADE CHANGES
ARE PROPOSED
Prop. Top Found.
Invert 9.50 Invert 9.10 71"
Proposed PVC Use Gas BaLTEC
ffle C-4 UUNl S
.. .
Invert 8.80
1 n11 -.- _ Prn� 19n"
S=1 /8"/ft+ - . .. .
Proposed S=1/8"/ft+
Invert 9.35 1500 Gal.
Proposed Septic Tank
1
1
1
6
r
Invert 8.97 Invert 8.75
6" Stone or compact Proposed
Proposed
I -- 10' --; I---- 11' -; I �`' 2'
s ,
5,
N
EDGE PROP. WAY
EDGE EXIST.
\ `, �`. �. q\ / DIRT WAY
I
I
PROP. SILT'1 FENCE WORKLIMIT
I WDA
I
4.7 I
I
i
1
THIS PLAN IS A VALID COPY ONLY IF IT BEARS 1
AN ORIGINAL RED STAMP AND SIGNATURE. 1
I
�.►.� �. - '.JrLA-, u A�4 � I .oma. _'I
Or N� I
CAyDIL:�I" CADILLAC "' if ns f 6,3
1060 N1L
c P f`r 35779 W C
C
�Y <qti e S s o o No.35a61 /
S4 pJ f R� ' a� SUR,
�I2441) B
\
\
1
HEALTH AGENT APPROVAL DATE \A
6.7 ter\01 -`. • 7
``
Np'• y�
is
•
T3 -9p```�`
2 j
Q
_>0
PROVIDE VEGETATED DRAINAGE SWALE
0 layer
A/E layer 10yr 4/2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 10yr. 6/6
medium sand
(5% gravel)
observed water
9.21
sF.o E-
�.E
Top Units®Filter Cloth
--� - -�
8,69
I
1
I
TUERS, TR. PAVEMENT
&6
TI
B66
87
8.5
5 Bottom
1
0 10.00
1027
II
h
H1 Ground Water=3.5
I
I I
,
II
1' OF 1.7' USGS Adjustment
Provided Using MASH29
Jan 2011 --Zone A•
I
/�
OBSERVED WATER=2.5
*Locus is within 300' of Run Pond
Shrub Meadow Swamp
I
i
I
9.54
II
FOUND
10,09
9.63
.8
D 8 /F, 9.4 �/ I II
. ° STREET SIGN ' � 9.5
.4��� = 9.1
M 9
` `8.� EXIST, HAND` DUG ,
DRAINAGE ` R 9.76
op
913 I
9.3 -�,3 % 93 I„ 3 { 986 �I
`Z }
\\ 7
N�\.��. z, Be 70.71} (` '���'x g5 9.1� / cyf 1 9,54 I
�. 7.55 1M\
7
w_ 93
-----
7 � � __ _i�4'------------------ -9.2 ------- ---- � __/ 88 ^ 8.8
•VV 893 �� _
8.2 A --8-1- --- L/
-8.0� - ------- -B-Z-- --------- ---S.E ' (8,9 9 6 %� 9�. j8 II
27 `-- _ - s.23_ ��-----r8-e- o --o---- f------e-----{z -- -ap-1-00
8.2 Cv 8.4 83 ' �\ 9 '--1
.,28 _-- --- -3-
8.4
5.7
2.5
-1 a
N/F
sF.o E-
�.E
8,38
--� - -�
8,69
9�
TUERS, TR. PAVEMENT
&6
B66
87
'�"�-`s.e
J 93
a.9
WATER VALVE
70.72'
a.7s
X17
``R9�-� 9 o
9.54
II
FOUND
N/F
COTE
BASEMENT
93
��"'`
I
`s° �6, 1
3
1'
tom' 'I ® ,64
8.7
10
DISCHARGE
HERE
N/F
EXISTING
°°,\� 942
9'2
NOSSITER
ISLAND
\` \
c
\`\`
I I
9,32 i
�
1
11.2
3
.3
\�`
II I
10.
EXIST. HOUSE
10'9
'0
Fkl
%
9.2
NO. 9
/vo
NOUREV.
SE
3/24/11 -NOTE 8, TOP
FOUND., LOT COVERAGE
100 REV.
2/28/11 -NOTES, 8 &
9