HomeMy WebLinkAbout22 Lake Rd Site PlanN /F
EDITH P. PYNN ESTATE
HIGH
HIGH POINT IN ROAD AT
TOP OF BERM=28.0
\F
27.6
27.42
f
27.12
p4�28.929,8
X
x
2661
N/F
SANTAMARIA
30.7\ell
\\ > 30.3
LOT 2
29.8 \ __/ \
3D.?\
19,230±S.F.�\ \�
'29.7 `\
30.0 0.0 F
s9.
\x
31.1
N /F
SOUSA
30.4
4,
01 Rte.
S y9
FAL \\\ 0
BENCH MARK -TOP OF WOOD STAKE
UP 1"= 30.00 ASSIGNED
N/F
PROIA
30,0
\ C
_Py A� A �� \ N ��' \ 29,6
,c "?
\ \ 29.6 p
O� G o� 29,5 \ \ 29,5 \` 2
31.5X O� FO(\ OS T T 1
I'O O 1 \ \\ V
\ j
O 31.5 1.\\29.6 v
c � \
TH`2�'�N :`\ OSS ��\` - 290
.` Obi \ .".": :•:: 29,1 �� �� �� )� X�/v
�9 2 '31. ,
28,8 �.
�\ k \`
S6. `\i n� 4 \ i �"r.3 ..
?.� 29.0 c8.
f '
26.81 G '
28
26.1 5 i 26y:� s 8 ..
2 2a%�F 27.61
y s�, 7�a\SO
25 747
25.41 t^5. F / 24.9 1 ' GF�Fti 0 2
25.64 ' T
.^ N/F
24 4
25 BASSLER
4,/0
24. 9�
- f 3 24
O -
\F
�F
BENCH MARK --MAG. NAIL SET tiry 2L75 2
IN BERM=24.32 ASSIGNED �2 7c
28.1
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
W-
WATER LINE MARKINGS
H W-
PROPOSEDWATER SERVICE
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
-PE
PROPOSED ELECTRIC WIRES (IF SHOWN)
G
GAS LINE MARKINGS
9.S x 31,5
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
�6---
EXISTING CONTOUR
_gam-
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
p4�28.929,8
X
x
2661
N/F
SANTAMARIA
30.7\ell
\\ > 30.3
LOT 2
29.8 \ __/ \
3D.?\
19,230±S.F.�\ \�
'29.7 `\
30.0 0.0 F
s9.
\x
31.1
N /F
SOUSA
30.4
4,
01 Rte.
S y9
FAL \\\ 0
BENCH MARK -TOP OF WOOD STAKE
UP 1"= 30.00 ASSIGNED
N/F
PROIA
30,0
\ C
_Py A� A �� \ N ��' \ 29,6
,c "?
\ \ 29.6 p
O� G o� 29,5 \ \ 29,5 \` 2
31.5X O� FO(\ OS T T 1
I'O O 1 \ \\ V
\ j
O 31.5 1.\\29.6 v
c � \
TH`2�'�N :`\ OSS ��\` - 290
.` Obi \ .".": :•:: 29,1 �� �� �� )� X�/v
�9 2 '31. ,
28,8 �.
�\ k \`
S6. `\i n� 4 \ i �"r.3 ..
?.� 29.0 c8.
f '
26.81 G '
28
26.1 5 i 26y:� s 8 ..
2 2a%�F 27.61
y s�, 7�a\SO
25 747
25.41 t^5. F / 24.9 1 ' GF�Fti 0 2
25.64 ' T
.^ N/F
24 4
25 BASSLER
4,/0
24. 9�
- f 3 24
O -
\F
�F
BENCH MARK --MAG. NAIL SET tiry 2L75 2
IN BERM=24.32 ASSIGNED �2 7c
28.1
Invert 32.3
JOB NO. Y1710
Buck
Found.
NOTES Clark.dwg
ISSon d Rd
1.
LOCUS IS A.M. 49, PARCEL 101+(LOT 2 INCLUDES SOME OF A.M. 49-100). FB 26/24 SB 12/33
SOIL SURVEY(1993): Carver coarse sand
2.
ELEVATIONS SHOWN ARE ASSIGNED.
\05\
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 3, 1956.
+P
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.
�Ooo
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
Invert 26.60 INFILTRATORS (H-20)
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
posed
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
"�ft
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
NOT TO
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
SCALE
COVERS: BUILD UP COVERS TO 6' BELOW GRADE --2 ON TANK, 1 ON D -BOX, 2 ON LEACHING
Sep�`
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
LOCATION MAP
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
no water18.0
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
25.68
8.5
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
TEST HOLE 1
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
i - 18' -i
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
DEPTH (inches) ELEV.(feet)
14.
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
0
A layer 10yr 3/3 .:29.5
TEST HOLE DATE: May 5, 2011
1o" sandy loam
PERFORMEDBY: Ron Cadillac Soil Evaluator
Invert 32.3
WITNESSED BY: Amy Von Hone, RS, CHO
B layer 10yr 5/8
Found.
PERC RATE: <2'-00"/Inch
(C layer)
loamy sand
)
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich
outwash plain deposits
28 27.2
ET(ho,
7.48
Invert 26,87
h 40
PVC affle
10 HIGH CAPACITY
C toyer 2.5yr 6/4'
Invert 26.60 INFILTRATORS (H-20)
posed
fine sand to
"�ft
27.0
very fine sand
S=1/ "/ftTop
1575S
Units*Filter Cloth
Invert 27.12
Sep�`
Inspection
Port
P osed1
„ro
no water18.0
138„
25.68
8.5
TEST HOLE 2
6" Stone
or compact Proposed Proposed 1
Bottom Level
i - 18' -i
10' _� i ^? r-0,-
DEPTH (inches) ELEV,(feet)
6 < ' Bottom TH2=17.2 0
DESIGN DATA 0 12
N/F ........ BEDROOMS: 3 LEACH AREA
HULSE GARBAGE GRINDER: No 28,
EXISTING REQUIRED CAPACITY: 330 GPD (SEE MODIFIED CERTIFICATION FOR GENERAL USE -REV. 6/30/10)
PROPOSED SEPTIC TANK: 1500 GAL. EXCAVATE A 2'-10" BY 68' TRENCH. USE 10 HI -CAP
HOUSE N0.24 EFFECTIVE TRENCH LEACHING AREA: 486.$ SF H-20 INFILTRATORS, AS SHOWN. FILTER CLOTH IS
RECOMMENDED OVER UNITS. BACKFILL TO TOP OF UNITS
29A 7.79 SF/LF X 6.25'/UNIT=48,69 S.F/UNIT WITH CLEAN SAND FROM A GRAVEL PIT, OR VIRGIN C LAYER
10 UNITS X 48.69 SF/UNIT=486.8 SF(EFFECTIVE) FROM SITE MAY BE USED IF IT CAN BE KEPT CLEAN AND
190 DESIGN CAPACITY: 360 GPD FREE OF TOP AND SUBSOIL.
- [(486.8 SF) X .74 GPD/SF]
148
SEE YARMOUTH ZONING BOARD OF APPEALS DECISION FILED WITH PETITION NO. 4327 ALLOWING
REDUCED LOT FRONTAGE AND REDUCED LOT AREA AS SHOWN ON PLAN BOOK 639, PAGE 32.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
DATE
SITE PLAN
FOR
A layer 1Oyr 3/1
sandy loam
B layer 10yr 5/8
loamy sand
Cl layer 2.5yr
fine sand
29.5
27.2
no water I
17.2
DENNIS CLARK, TRUSTEE
LOT 2, 22 LAKE ROAD, WEST YARMOUTH, MA
MAY 19, 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 1
2011 BY R.J. CADILLAC