HomeMy WebLinkAboutEngineered Plan - 2013ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
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BENCH MARK --TOP OF MAG NAIL
30,00 IN SIDEWALK= 30.80 ASSIGNED
LEGEND '
TEST HOLE LOCATION, NUMBER
WATER LINE MARKINGS
UNDERGROUND ELECTRIC WIRES (IF SHOWN)
OVERHEAD ELECTRIC WIRES (IF SHOWN)
GAS LINE MARKINGS
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
EXISTING DRAINAGE CATCH BASIN
FENCE (IF SHOWN, NOT ALL SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
4 BEDROOM
OPTION
1 "=20'
26.75±
Top Foundation
Cesspool reported
Under wood Patio/
ScreenHouse
PROPOSED
SEWER CROSSES
BURRIED HOT
TUB ELECTRIC
30.0
' 29.67
0
N Inv.=
o.
_8-
�o RESERVE_ --
13 HI-CAP'S=633 S.F.
=468 GPD
Invert 29.75
Existing Cast Iron
Invert 29.15
Existing PVC
S=1,4"/ft 9" min. cover
r
NOT TO
SCALE
LOCATION MAP
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
p 31.2
A layer 1Oyr 3/3
8" sandy loam
PERC RATE: Z 3 V", _<2!--W'/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand 22„
GEOLOGIC MAP(1986): Harwich outwash plain deposits
10 HIGH CAPACITY 42»�
Invert 28.70 INFILTRATORS (H-20)
Proposed
Use Gas Baffle Invert 28.7
Invert 28.33 Top Units
Proposed 0 Filter Cloth
I Proposed S=1,8"/ft3" Max.
S=1/8"/ft p -inspection Port
'invert 28.95 1500 Gal.
T
Proposed Septic Tank
----- --- T ills 132
I
Invert 28.50 Invert 28.33 27.4
6" Stone or compaCt ProposedProposed 7.2' Bottom
I
17 10' i i-19' L- O,-
DESIGN DATA
bottom 1 H 1=zu.L
8 layer 10yr 5/6 I
sandy loam
f C layer 10yr 6/6
Ij medium sand
no water
29.4
D.2
BEDROOMS: 3 (SEE MODIFIED CERTIFICATION FOR GENERAL USE --REV. 6/30/10)
_GARBAGE GRINDER:- _. _ _ _ _ . No _� _ _ EXCAVATE TWO 2'-10" WIDE AND 31'-3" LONG TRENCHS, AS
REQUIRED CAPACITY: 330 GPD SHOWN. WSE--TEN-Hi-P--Ff 20-1NFlLTRA-TORS. ` FILTE-R-CLOTH
SEPTIC TANK: 1500 GAL. IS RECOMMENDED OVER UNITS. BACKFILL TO TOP OF UNITS
EFFECTIVE TRENCH LEACHING AREA: 486.8 SF WITH CLEAN SAND FROM A GRAVEL PIT, OR VIRGIN C LAYER
FROM .SITE MAY .BE USED .IF .IT CAN BE KEPT CLEAN AND
7.79 SF/LF X 6.25'/UNIT=48.69 S.F/UNIT FREE OF TOP AND. SUBSOIL.
10 UNITS X 48.69 SF/UNIT=486:8 SF(EFFECTIVE)
DESIGN CAPACITY: 360 GPD
_[(486.8 SF) X .74 GPD/SF] / NO DOOR
� env.=co.ti
1...Prop.
3 1 Inv.=28.25
Prop.
� Inv.=28.16
x Prop.
DOOR MAY BE PUT BETWEEN DB RM D BDRM
KIT DNRM = 2 FINISHED ROOMS
,KITCHEN AND DINING � IN BASEMENT
ROOM TO GIVE 4 BEDROOMS
FLOOR PLAN wRM BDRM (NO HEAT)
NOT TO SCALE
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
DATE
�ar>ramout:, Health Department
izZ� �� [2[9c I��W0ED
_t gate SITE PLAN - MAR I 92.013
FOR
rY
MARGARET A. SANDERS
LOT 33, 4 RAYMOND AVE, S. YARMOUTH, MA
MARCH 15, 2013 SCALE; 1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
@2013. BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
J
JOB NO. Y13-09
NOTES Sanders.dwg
1.
LOCUS IS A.M. 79, PARCEL 41. FB28/40 SB13/07
2.
ELEVATIONS SHOWN ARE ASSIGNED.
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986.
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.
N /F
I
COVERS: BUILD UP COVERS TO WITHIN 6" OF GRADE --2 ON TANK, 1 ON D -BOX, 2 ON LEACHING.
MELO
10.
DOUBLE WASH 3/4 TO 1 1/2" STONE (IF NEEDED) 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 CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
NO GRADE CHANGES
14.
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
ARE PROPOSED
TEST HOLE DATE: March 7, 2013
BENCH MARK -SPIKE SET DOWN 1" PERFORMED BY: Ron Cadillac, Soil Evaluator
IN LAWN=31.57 ASSIGNED
WITNESSED BY: Amy Von Hone, RS, CHO
26.75±
Top Foundation
Cesspool reported
Under wood Patio/
ScreenHouse
PROPOSED
SEWER CROSSES
BURRIED HOT
TUB ELECTRIC
30.0
' 29.67
0
N Inv.=
o.
_8-
�o RESERVE_ --
13 HI-CAP'S=633 S.F.
=468 GPD
Invert 29.75
Existing Cast Iron
Invert 29.15
Existing PVC
S=1,4"/ft 9" min. cover
r
NOT TO
SCALE
LOCATION MAP
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
p 31.2
A layer 1Oyr 3/3
8" sandy loam
PERC RATE: Z 3 V", _<2!--W'/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand 22„
GEOLOGIC MAP(1986): Harwich outwash plain deposits
10 HIGH CAPACITY 42»�
Invert 28.70 INFILTRATORS (H-20)
Proposed
Use Gas Baffle Invert 28.7
Invert 28.33 Top Units
Proposed 0 Filter Cloth
I Proposed S=1,8"/ft3" Max.
S=1/8"/ft p -inspection Port
'invert 28.95 1500 Gal.
T
Proposed Septic Tank
----- --- T ills 132
I
Invert 28.50 Invert 28.33 27.4
6" Stone or compaCt ProposedProposed 7.2' Bottom
I
17 10' i i-19' L- O,-
DESIGN DATA
bottom 1 H 1=zu.L
8 layer 10yr 5/6 I
sandy loam
f C layer 10yr 6/6
Ij medium sand
no water
29.4
D.2
BEDROOMS: 3 (SEE MODIFIED CERTIFICATION FOR GENERAL USE --REV. 6/30/10)
_GARBAGE GRINDER:- _. _ _ _ _ . No _� _ _ EXCAVATE TWO 2'-10" WIDE AND 31'-3" LONG TRENCHS, AS
REQUIRED CAPACITY: 330 GPD SHOWN. WSE--TEN-Hi-P--Ff 20-1NFlLTRA-TORS. ` FILTE-R-CLOTH
SEPTIC TANK: 1500 GAL. IS RECOMMENDED OVER UNITS. BACKFILL TO TOP OF UNITS
EFFECTIVE TRENCH LEACHING AREA: 486.8 SF WITH CLEAN SAND FROM A GRAVEL PIT, OR VIRGIN C LAYER
FROM .SITE MAY .BE USED .IF .IT CAN BE KEPT CLEAN AND
7.79 SF/LF X 6.25'/UNIT=48.69 S.F/UNIT FREE OF TOP AND. SUBSOIL.
10 UNITS X 48.69 SF/UNIT=486:8 SF(EFFECTIVE)
DESIGN CAPACITY: 360 GPD
_[(486.8 SF) X .74 GPD/SF] / NO DOOR
� env.=co.ti
1...Prop.
3 1 Inv.=28.25
Prop.
� Inv.=28.16
x Prop.
DOOR MAY BE PUT BETWEEN DB RM D BDRM
KIT DNRM = 2 FINISHED ROOMS
,KITCHEN AND DINING � IN BASEMENT
ROOM TO GIVE 4 BEDROOMS
FLOOR PLAN wRM BDRM (NO HEAT)
NOT TO SCALE
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
DATE
�ar>ramout:, Health Department
izZ� �� [2[9c I��W0ED
_t gate SITE PLAN - MAR I 92.013
FOR
rY
MARGARET A. SANDERS
LOT 33, 4 RAYMOND AVE, S. YARMOUTH, MA
MARCH 15, 2013 SCALE; 1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
@2013. BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
J