HomeMy WebLinkAbout83-1927N /l=
SCM WELM
EXISTING
RESEED C
REV. 7/24/12 --FOUNDATION RAISED 1/2'
REV. 5/4/12 --LOT 12 ONLY SHOWN FOR CONCOM
NOTE SCALED FLOOD LINE
FROM FIRM DIFFERS FROM
GROUND ELEVATIONS
2-6
NOTES IKingLot12:di
1. LOCUS IS A.M. 42, PARCEL 158. FB27/26 SI
2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 11.
3, LOCUS IS IN FLOOD ZONE All(EL. 11) & B 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 1"00' 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 MUS BE PROVIDED.
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TAN'K, 1 ON D -BOX, 1 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. /8 TO 1/2" PEA STONE ON TOP.
11. IF UNSUITABLE SOILS, 'OR SOILS DIFFERING FROM THE SOIL LO 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 01 310 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 REGULATION.
*SEE PETITIONERS PLAN FOR CASE NO. 13018 FOR THESE DIMENSIONS
HEALTH AGENT APPROVAL
1 Flood
t=11.6*
;lab
11.1
mt May
GRADE CHANGES
ARE PROPOSED
13.6
Prop. Top Four
Invert 9.55
Proposed PVC
S-1 /4" /ft
LOT 12
TEST HOLE DATE:
PERFORMED BY:
WITNESSED BY:
PERC RATE:
SOIL SURVEY(1993,
GEOLOGIC MAP(198
Proposed
1500 Gal.
Septic Tank
,equlred I
i
Inve
6" Stone or compact Pr
I
10'
I
DESIGN DATA
BEDROOMS: 4
GARBAGE GRINDER: No
REQUIRED CAPACITY: 440 GPD
PROPOSED SEPTIC TANK: 1500 GAL.
EFFECTIVE LEACHING AREA: 605.4 SF
4.73 SF/LF X 4'/UNIT=18.92 S.F/UNIT
32 UNITS X 18.92 SF/UNIT=302.7 SF(EFFECTIVE)
DESIGN CAPACITY: 448 GPD
[(605.4 SF) X .74 GPD/SF]
DATE
LOT 12,
Invert 9;10
March 22, 2012
Ron Cadillac, Soil Evaluator
Amy Von Hone, RS, CHO
C2'-00"/inch (C layer)
Carver coarse sand
Harwich outwash plain deposits
32--QUICK4 PLUS STANDARD
le LOW PROFILE CHAMBERS
Invert 8.85
Invert /
2 Propose&7$d 5'
1 3'
2,---a Hi h On:
I I
Posies
NOT TO
SCALE
LOCATION MAP
LOT 12
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
0
4"
14"
36"
3-9.17
Cloth
77 86'
J 3.3 120
Level m
N 5, 1.1' OF 1.7 USGS Ad)ustment
<
March 2012 --Zone A•
OBSERVED WATER -2-4
*Locus is- within 300'of Run Pond
.Shrub Meqdow Swamp
LEACH AREA
U E 32 INFILTRATOR QUICK4 PLUS STANDARD
LOW PROFILE CHAMBERS, AS SHOWN, FOR A'
32' LONG BY 11'-4" WIPE BY 3.3" DEEP
LEACH AREA, COVER WITH FILTER CLOTH.
5' REMOVAL
DO 5' ALL AROUND AND UNDER REMOVAL
DOWN 36'1 TO 'MEDIUM SAND.
0 layer
E layer t0yr 5 2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 7/3
medium sand`
__observed water _
9.6
M-
2..4
-0.4
LOT 12
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
0
4"
16"
36"
d
42"a
82'
120
0 layer
E layer 10yr --------5T2
toomy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/4
medium sand'
observed water
SITE PLAN
FOR
CHRIS & DIANE KING
BASS RIVER TERRACE, S. YARMOUTH, MA
APRIL 16, 2012 SCALE: 1 "=20'
9.1
6.1,
2.3
-0.9
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
02012 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
LEGE-ND
TH 1
TEST HOLE LOCATION, NUMBER
-W-
PROPOSED WATER SERVICE
-E-
OVERHEAD ELECTRIC WIRES (IF SHOWN)
-WJE-
UNDERGROUND ELECTRIC WIRES (IF MARKED)
, 9.5 x 8,7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
,,-6---
EXISTING CONTOUR
_8-
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 7/24/12 --FOUNDATION RAISED 1/2'
REV. 5/4/12 --LOT 12 ONLY SHOWN FOR CONCOM
NOTE SCALED FLOOD LINE
FROM FIRM DIFFERS FROM
GROUND ELEVATIONS
2-6
NOTES IKingLot12:di
1. LOCUS IS A.M. 42, PARCEL 158. FB27/26 SI
2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 11.
3, LOCUS IS IN FLOOD ZONE All(EL. 11) & B 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 1"00' 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 MUS BE PROVIDED.
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TAN'K, 1 ON D -BOX, 1 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. /8 TO 1/2" PEA STONE ON TOP.
11. IF UNSUITABLE SOILS, 'OR SOILS DIFFERING FROM THE SOIL LO 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 01 310 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 REGULATION.
*SEE PETITIONERS PLAN FOR CASE NO. 13018 FOR THESE DIMENSIONS
HEALTH AGENT APPROVAL
1 Flood
t=11.6*
;lab
11.1
mt May
GRADE CHANGES
ARE PROPOSED
13.6
Prop. Top Four
Invert 9.55
Proposed PVC
S-1 /4" /ft
LOT 12
TEST HOLE DATE:
PERFORMED BY:
WITNESSED BY:
PERC RATE:
SOIL SURVEY(1993,
GEOLOGIC MAP(198
Proposed
1500 Gal.
Septic Tank
,equlred I
i
Inve
6" Stone or compact Pr
I
10'
I
DESIGN DATA
BEDROOMS: 4
GARBAGE GRINDER: No
REQUIRED CAPACITY: 440 GPD
PROPOSED SEPTIC TANK: 1500 GAL.
EFFECTIVE LEACHING AREA: 605.4 SF
4.73 SF/LF X 4'/UNIT=18.92 S.F/UNIT
32 UNITS X 18.92 SF/UNIT=302.7 SF(EFFECTIVE)
DESIGN CAPACITY: 448 GPD
[(605.4 SF) X .74 GPD/SF]
DATE
LOT 12,
Invert 9;10
March 22, 2012
Ron Cadillac, Soil Evaluator
Amy Von Hone, RS, CHO
C2'-00"/inch (C layer)
Carver coarse sand
Harwich outwash plain deposits
32--QUICK4 PLUS STANDARD
le LOW PROFILE CHAMBERS
Invert 8.85
Invert /
2 Propose&7$d 5'
1 3'
2,---a Hi h On:
I I
Posies
NOT TO
SCALE
LOCATION MAP
LOT 12
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
0
4"
14"
36"
3-9.17
Cloth
77 86'
J 3.3 120
Level m
N 5, 1.1' OF 1.7 USGS Ad)ustment
<
March 2012 --Zone A•
OBSERVED WATER -2-4
*Locus is- within 300'of Run Pond
.Shrub Meqdow Swamp
LEACH AREA
U E 32 INFILTRATOR QUICK4 PLUS STANDARD
LOW PROFILE CHAMBERS, AS SHOWN, FOR A'
32' LONG BY 11'-4" WIPE BY 3.3" DEEP
LEACH AREA, COVER WITH FILTER CLOTH.
5' REMOVAL
DO 5' ALL AROUND AND UNDER REMOVAL
DOWN 36'1 TO 'MEDIUM SAND.
0 layer
E layer t0yr 5 2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 7/3
medium sand`
__observed water _
9.6
M-
2..4
-0.4
LOT 12
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
0
4"
16"
36"
d
42"a
82'
120
0 layer
E layer 10yr --------5T2
toomy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/4
medium sand'
observed water
SITE PLAN
FOR
CHRIS & DIANE KING
BASS RIVER TERRACE, S. YARMOUTH, MA
APRIL 16, 2012 SCALE: 1 "=20'
9.1
6.1,
2.3
-0.9
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
02012 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
k" Pion CCtJ;i1ClC
Gd pF�licc�n Seek ccy7yyq�c.1,+.T
L -j oAL Q t1 � r n � j!
�nec�r
F—
0
"qOO <� Cs ISG oci&:s coag o30C(
cod' a('P��cc,
& Alp -
cc)
YARMOUTH/CC/PUBLIC HEARINGS
5/17/12
OTICE
TOWN OFLYARMOUTH
CONSERVATION COMMISSION
TheYarmouth Conservation
Commission will conduct public hear.
ins pursuant to the Massachusetts
Wetland Aa, M.G.L. Chapter 131,
Section 40 and the Town of Yarmouth
Wetland By-law, Chapter 143, on May
17 2012 at the Yarmouth Town
0flices 1146 Route 28 South
Yarmouth MA beginning at x:00 p.m.
for the following matters:
Not
i e f I tent:
ns lane King Lot 12 - Bass
River Terrace, Map: 42 Lot: Portion of
158 Constructs. single family tlwellinQ,
parch, garage and appurtenances witF-
m a floodplain.
Chris 8 Diane King, Lot 11 - Bass
River Terace, Map: 42 Lot: Portion of
158 Construct a single family dwelling,
porch garage and appurtenances wit F -
In a floodplain antl buffer zone to a
Bordenng Vegetated Wetland.
Plans and applications for the above
may be examined in the Yarmouth
Conservation Commission Office, 1146
Route 23, South Yarmouth, MA.
Monday thru Friday, between the hours
of 8:30 a.m. and 4:00 p.m.
David D. Flaherty. Jr., Chalrman
Yarmouth Conservation
Commission
AD412739902
The Rec,ster 5110112
N /F
SCHWELM
N /F
KING
EXISTING D
RESEED DIS
REV. 5/4/12 --LOT 12 ONLY SHOWN FOR CONCOM
NOTE SCALED FLOOD LINE
FROM FIRM DIFFERS FROM
GROUND ELEVATIONS
N /F
BUTLER
RAINAGE SWALE/0'i
1TURBED AREAS HAt�l
-E-_E_E_-E-0/s7
/ I \ I V I_ I \
N /F
BOUVIER
*SEE PETITIONERS PLAN FOR CASE NO. 13018 FOR THESE DIMENSIONS
JOB N0. Y12-6
NOTES KingLot12.dwg
1. LOCUS IS A.M. 42, PARCEL 158, FB27/26 S012/64
2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 11.
3. LOCUS IS IN FLOOD ZONE A11(EL. 11) & B ON FIRM DATED JULY 2, 1992,
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS N TED)
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 -60 X, 1 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN, 1/8 TO I/2" f?EA 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. 55(3)..
13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLbCK, AND STONE IN
:LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
LOT 12
TEST HOLE DATE: March 22, 2012
GRADE CHANGES PERFORMED By: Ron Cadill c, Soil Evaluator
ARE PROPOSED WITNESSED BY: Amy VonHone, RS, CHO
PERC RATE: <2'-00"/i= (C layer)
13.1 SOIL 'SURVEY(1993): Carver codese sand
Prop. Top Found. GEOLOGIC MAP(1986): Harwich a twash plain deposits
Bottom Flood
Vent=11.5 Invert 9.55 Invert 9.10 32- QUICK4 PLUS STANDARD
Proposed PVC
Top Slab
=10.5 9" mein. cove
S=1 J4"/ft
Proposedj
Invert 9.35 1500 Gal.
Proposed Septic Tank
TOWN ROAD TAKING
DIMENSIONS OF LOT 12
SHOWN APPROXIMATELY.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP/AND SIGNATURE.
HEALTH AGENT APPROVAL DATE
6" Stone or c mpact^Pi
i 10, I
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
W-
PROPOSED WATER SERVICE
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
-UE
UNDERGROUND ELECTRIC WIRES (IF MARKED)
9.5 x 8"7
EXISTING & PROPOSED ELEVATIONS '('X' MARKS POINT)
6-`
EXISTING CONTOUR
_8--
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 5/4/12 --LOT 12 ONLY SHOWN FOR CONCOM
NOTE SCALED FLOOD LINE
FROM FIRM DIFFERS FROM
GROUND ELEVATIONS
N /F
BUTLER
RAINAGE SWALE/0'i
1TURBED AREAS HAt�l
-E-_E_E_-E-0/s7
/ I \ I V I_ I \
N /F
BOUVIER
*SEE PETITIONERS PLAN FOR CASE NO. 13018 FOR THESE DIMENSIONS
JOB N0. Y12-6
NOTES KingLot12.dwg
1. LOCUS IS A.M. 42, PARCEL 158, FB27/26 S012/64
2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 11.
3. LOCUS IS IN FLOOD ZONE A11(EL. 11) & B ON FIRM DATED JULY 2, 1992,
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS N TED)
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 -60 X, 1 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN, 1/8 TO I/2" f?EA 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. 55(3)..
13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLbCK, AND STONE IN
:LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
LOT 12
TEST HOLE DATE: March 22, 2012
GRADE CHANGES PERFORMED By: Ron Cadill c, Soil Evaluator
ARE PROPOSED WITNESSED BY: Amy VonHone, RS, CHO
PERC RATE: <2'-00"/i= (C layer)
13.1 SOIL 'SURVEY(1993): Carver codese sand
Prop. Top Found. GEOLOGIC MAP(1986): Harwich a twash plain deposits
Bottom Flood
Vent=11.5 Invert 9.55 Invert 9.10 32- QUICK4 PLUS STANDARD
Proposed PVC
Top Slab
=10.5 9" mein. cove
S=1 J4"/ft
Proposedj
Invert 9.35 1500 Gal.
Proposed Septic Tank
TOWN ROAD TAKING
DIMENSIONS OF LOT 12
SHOWN APPROXIMATELY.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP/AND SIGNATURE.
HEALTH AGENT APPROVAL DATE
6" Stone or c mpact^Pi
i 10, I
DESIGN DATA
BEDROOMS:
4
GARBAGE GRINDER:
No
REQUIRED CAPACITY:
440 GPD
PROPOSED SEPTIC TANK:
1500 GAL..
EFFECTIVE LEACHING AREA:
6Q5.4 SF
4.73 SF/LF X 4'/UNIT=18.92 S.F/UNIT
32 UNITS X 18.92 SF/UNIT=302.7 SF(EFFECTIVE)
DESIGN CAPACITY:
448 GPD
E(605.4 SF) X .74 GPD/SF]
se Gas BaffleLOW PROFILE CHAMBERS
Invert 8.85
Proposed
Top Units -9,17
f8"/ftFilter Cloth
�•---------- j 3.3„
Invert 8.78 T
2 Proposed 8.5
j' i 5 gottom
3, Level
II ---2' �Hi A Ground Water -3,5
5 1.1' OF 1.7' USGS Adjustment
< 7' Provided Using�ASH29
March 2012 --Zone A•
OBSERVED WATER -2.4
*Locus is within 300' of Run Pond
Shrub Meadow Swamp
LEACII AREA
USE 32 INFILTRATbR QUICK4 PLUS STANDARD
LOW PROFILE CHAMBERS, AS SHOWN, FOR A
32' LONG BY 11'-4" WIDE BY 3.3" DEEP
LEACH AREA. CO�ER WITH FILTER CLOTH.
5' REMOVAL
DO 5' ALL AROUND AND UNDER REMOVAL
DOWN 36"t TO MEDIUM SAND.
SITE rLAN
FOR
'4
i>^ rr. Posies Path
NOT TO
SCALE
LOCATION MAP
LOT 12
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
0
4"
14"
36"
86"
120"
O layer
E layer 10yr 5/2
loamy sand
B layer 10yr 5/8
loamy sand'
C layer 2.5y 7/3
medium sand
observed water
9.6
6.6
2.4
-0.4
LOT 12
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
0
4"
16"
36"
u
T
42"6
82"
120"
0 layer
E loyer loyr 57-2
looi-ny sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/4
medium sand
observed water
CHRIS & DIIANE KING
LOT 12, BASS RIVER TERRACE, S. YARMOUTH, MA
APRIL 16, 2012 SCALE; 1"=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOK 258
WEST YARMOUTH, MA 02673
(508) 775-9700
2.3
-0.9
C)2012 BY R.J. CADILLAC PAGE 1 OF 1
F ; e4 copi /_04 49
LOT 11
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
0
a"
13"
32"
74"
120'
A layer 10yr 2/2
-loamy sand
E layer 10yr 6/2
-loamy sand
B layer10yr 5/8
loamy sand
C layer 2.5y 6/6
medium sand
__observed water _
8.9
6.2
2.7
-1.1
LOT 11
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
0
4-
13"
32"
8
v
42" a
as"
122'
0 layer
E layer 10yr 4/2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/6
medium sand
__observed water _
8.9
6.2
LOT 11
GRADE CHANGES
ARE PROPOSED
Bottom Flood Prop. Top Four
Vent=11.6* Invert 9.57
Proposed PVC
Top Slob
TEST HOLE DATE: March 22, 2012
PERFORMED BY; Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO
PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
Invert 9.12
Invert
=11.1 „ 9" min. cover r Top Units=9.17
S=1 /4 /ft
Proposed S=1/8"/ft �Fllter Cloth
Invert 9.37 1500 Gal.
I Proposed Septic Tank
*Flood Vent May I ------ T3.3"
Not be required t
t Invert 6,78
Invert 9.02 Proposed 8.5
1 6" Stone or compact Proposed 5 Bottom
i I I I I 3' I Level
10' I--- 10'---a I N 1--2,---I Hi h Ground Waters3.5
I I I Z J 5 ON OF 1,7 USGS Adjustment
< 7' Provided Using MASH29
DESIGN DATA ° OBSEMdrcRVED
ED WAlane A"
OBSERVED WATER=2.7
@EDROOMS: 4
*Locus Is within 300" of Run Pond
.Shrub Meadow Swomp
GARBAGE GRINDER: No LEACH AREA
REQUIRED CAPACITY. 440 GPD
PROPOSED SEPTIC TANK: 1500 GAL. USE 32 INFILTRATOR QUICK4 PLUS STANDARD
EFFECTIVE LEACHING AREA: 605.4 SF LOW PROFILE CHAMBERS, AS SHOWN, FOR A
4.73 SF/LF X 4'/UNI?=18,92 S.F/UNIT 32' LONG BY 11'-4" WIDE BY 3.3" DEEP
32 UNITS X 18.92 SF/UNIT=302.7 SF(EFFECTIVE) LEACH AREA. COVER WITH FILTER CLOTH.
DESIGN CAPACITY: 448 GPD 5' REMOVAL
((605.4 SF) X ,74 GPD/SFJ
DO 5' ALL AROUND AND UNDER REMOVAL
DOWN 32"t TO MEDIUM SAND.
BENCH MARK --TOP DISC ON I N/F
CONC. BOUND=7.37 NGVD29 SCHWELM
9.4
• 10.9 '..\
108
-10
= 1-� o
156.97' _-
r-- 1
t) i
W LOT 11 N
�II
7.4 715 345±S. F, 9.1 � 1
13 II
`1 J I
//ry"-
/.. GgR7LR� On
•9G+F ro, y �e�s
o
h % m ��O \ `' ro• 4 AROq 11,4
7���v� x11,2 S ti
o BFpQ F
OOM
i
f31 6� i i �• pac8�7 8,8
62
10
NOTE SCALED FLOOD LINE
FROM FIRM DIFFERS FROM
GROUND ELEVATIONS
N /F
BUTLER
9,4
1 �
e
3
1 -,
813 9.0
TH 1
23'
t ?3
Y,
.16
PROVIDE 8" DUCTILE e00o.
T"
IRON PIPE UNDER Fac ` 88
F
o I DRIVE --MATCH TO 7:os �� 755 °c 6e s
N EXISTING DRAINAGE 0 4
SWALE �F
X7/88001 �--" 9.1 ,
82
r I
N /F CE
z I ��, "
j TUERS \�
EXISTING DRAINAGE SWALE
�-E RESEED DISTURBED AREAS
I
I
*SEE PETITIONERS PLAN FOR CASE NO. 13018 FOR THESE DIMENSIONS
N /F
COTE
E� LEND
TH 1
TEST HOLE 'LOCATION, NUMBER
W-
PROPOSED WATER SERVICE
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
-U E
UNDERGROUND ELECTRIC WIRES (IF MARKED)
9.5 x 8,7
EXISTING & PROPOSED ELEVATIONS ('Xr MARKS POINT)
�6----
EXISTING CONTOUR
_ 8-
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
E3
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
*SEE PETITIONERS PLAN FOR CASE NO. 13018 FOR THESE DIMENSIONS
N /F
COTE
IREV,
REV.
7/24/12 --FOUNDATION
5/4/12 --LOT 11 ONLY
RAISED
SHOWN
:1/2'
FOR CONCOM
KingLotll.dwg
1.
LOCUS IS A.M. 42, PARCEL 158,
F827/26 S612/
*SEE PETITIONERS PLAN FOR CASE NO. 13018 FOR THESE DIMENSIONS
N /F
COTE
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
JAMESJAMES
CADILLAC a' ( CADILLAC "
# 1060 "d # 35779
HEALTH AGENT APPROVAL DATE
SITE PLAN
FOR
OT TO --
CALE
LOCATION MAP
CHRIS & DIANE KING
LOT 11, BASS RIVER TERRACE, S. YARMOUTH, MA
APRIL 16, 2012 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
C)2012 BY R.J. CADILLAC
PAGE 1 OF 1
JOB NO. Y12-6
NOTES
KingLotll.dwg
1.
LOCUS IS A.M. 42, PARCEL 158,
F827/26 S612/
2.
ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 11.
3.
LOCUS IS IN FLOOD ZONE All(EL. 11) & B 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 LOW
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" OIN, 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 F0% 5' AROUND AND UNDER
LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATION OF 310 CMR 15.255(3).
13.
PUMP AND FILL ANY EXISTING CESSPOOLS, REMOVE ANY ICLOGGED 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.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
JAMESJAMES
CADILLAC a' ( CADILLAC "
# 1060 "d # 35779
HEALTH AGENT APPROVAL DATE
SITE PLAN
FOR
OT TO --
CALE
LOCATION MAP
CHRIS & DIANE KING
LOT 11, BASS RIVER TERRACE, S. YARMOUTH, MA
APRIL 16, 2012 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
C)2012 BY R.J. CADILLAC
PAGE 1 OF 1
LOT 11
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
0
8"
13"
32"
74'
120
A layer 10yr 2/2
loamy sand
E layer 10yr 6 2
loamy sand
8 layer 10yr 5/8
loamy sand
C layer 2.5y 6/6
medium sand
observed water
8.9
6.2
2.7
-1.1
LOT 11
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
0
4-
13"
32"
az
42"
88"
122'
0 layer
E loyer 10yr 4/2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/6
medium sand
observed water
8.9
6.2
Bottom Flood
Vent=11.6*
Top Slab
=11.1
*Flood Vent May
Not be required
LOT 11
GRADE CHANGES
ARE PROPOSED
13.6
Prop, Top Found.
invert 9.57
Pr000sed PVC
TEST HOLE DATE:
PERFORMED BY:
WITNESSED BY:
PERC RATE:
SOIL SURVEY(1993):
GEOLOGIC MAP(1986):
Invert 9.12
iii S=1/4„/ft _
Proposed S=1/8"/ft+
Invert 9.37 1500 Gal.
Proposed Septic Tank
i
i
Invert 8.
Invert 9.02 Propoi
I „
March 22, 2012
Ron Cadillac, Soil Evaluator
Amy Von Hone, 'RS, CRO
<2'-00"/inch (C layer)
Carver coarse sand
Harwich outwasi plain deposits
Invert 8.85
1 6 Stone or compact Proposed 3'
I - 10
DESIGN DATA
BEDROOMS: 4
GARBAGE GRINDER: No
REQUIRED CAPACITY: 440 GPD
PROPOSED SEPTIC TANK: 1500 GAL.
EFFECTIVE LEACHING AREA: 605.4 SF
4.73 SF/LF X 4'/UNIT=18.92 S.F/UNIT
32 UNITS X 18.92 SF/UNIT=302.7 SF(EFFECTIVE)
DESIGN CAPACITY: 448 GPD
[(605.4 SF) X .74 GPD/SF}
OI
-il
I
zll PROVIDE 8" DUCTILE
Cn I` IRON PIPE UNDER
a y DRIVE- IVAT�H TO
EXISTING DRAINAGE
SWALE
�I
sI
REV. 7/24/12 --FOUNDATION RAISED 1/2'
REV. 5/4/12 --LOT 11 ONLY SHOWN FOR CONCOM
m 7
LEACH AREA
Top Units -9.17
®Filter Cloth
7Or�nd
3.3„
8.5
pottomevel
.5
0.8' OF 1.7' USGS Adjustment
Provided Using MASH29
March 2012 --Zone A*
-- OBSERVED WATER -2.7
"Locus is within 300' of Run Pond
Shrub Meadow Swamp
USE 32 INFILTRATOR QUICK4 PLUS STANDARD
LOW PROFILE CHAMBERS, AS SHOWN, FOR A
32' LONG BY 11'-4" WIDE BY 3.3" DEEP
LEACH AREA. COVER WITH FILTER CLOTH.
5' REMOVAL
!DO 5' ALL AROUND AND UNDER REMOVAL
,DOWN 32"1; TO MEDIUM SAND.
*SEE PETITIONERS PLAN FOR CASE NO. 13018 FOR THESE DIMENSIONS
NOTE SCALED FLOOD LINE
FROM FIRM DIFFERS FROM
GROUND ELEVATIONS
-22
SWALE
NAGE
RESEEDGDIISTUIRBED AREAS
E�
E_ -E -E -E -E__-
N /F
COTE
JOB NO. Y12-6
NOTES KingLotll.dwg
1. LOCUS IS A.M. 42, PARCEL 158. FB27/26 SB127
2. ELEVATIONS SHOWN ARE NGV029 BASED UPON TOWN MONUMENr NO. 11.
3. LOCUS IS IN FLOOD ZONE All(EL. 11) & B ON FIRM DATED JUL� 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 LOCI 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 1310 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.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL DATE
TO
I LOCATION MAP
SITE PLAN
FOR
CHRIS &DIANE KING
LOT 11, BASS RISER TERRACE, S. YARMOUTH, MA
APRIL 16, 2012 SCALE: 1"=20'
RONALD CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAN SURVEYOR & REGISTERED SANITARIAN
WES�P.O. BOX 258
YARMOUTH, MA 02673
C)2012 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
�JT-_S3 - I q 9,7 -
� I
r
zl
I
i
II
i
r
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
-W-
PROPOSED WATER SERVICE
E-
OVERHEAD ELECTRIC WIRES (IF SHOWN)
-UE
UNDERGROUND ELECTRIC WIRES (IF MARKED)
9.5 x 8,7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
�6---
EXISTING CONTOUR
_8--
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
ID
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 7/24/12 --FOUNDATION RAISED 1/2'
REV. 5/4/12 --LOT 11 ONLY SHOWN FOR CONCOM
m 7
LEACH AREA
Top Units -9.17
®Filter Cloth
7Or�nd
3.3„
8.5
pottomevel
.5
0.8' OF 1.7' USGS Adjustment
Provided Using MASH29
March 2012 --Zone A*
-- OBSERVED WATER -2.7
"Locus is within 300' of Run Pond
Shrub Meadow Swamp
USE 32 INFILTRATOR QUICK4 PLUS STANDARD
LOW PROFILE CHAMBERS, AS SHOWN, FOR A
32' LONG BY 11'-4" WIDE BY 3.3" DEEP
LEACH AREA. COVER WITH FILTER CLOTH.
5' REMOVAL
!DO 5' ALL AROUND AND UNDER REMOVAL
,DOWN 32"1; TO MEDIUM SAND.
*SEE PETITIONERS PLAN FOR CASE NO. 13018 FOR THESE DIMENSIONS
NOTE SCALED FLOOD LINE
FROM FIRM DIFFERS FROM
GROUND ELEVATIONS
-22
SWALE
NAGE
RESEEDGDIISTUIRBED AREAS
E�
E_ -E -E -E -E__-
N /F
COTE
JOB NO. Y12-6
NOTES KingLotll.dwg
1. LOCUS IS A.M. 42, PARCEL 158. FB27/26 SB127
2. ELEVATIONS SHOWN ARE NGV029 BASED UPON TOWN MONUMENr NO. 11.
3. LOCUS IS IN FLOOD ZONE All(EL. 11) & B ON FIRM DATED JUL� 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 LOCI 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 1310 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.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL DATE
TO
I LOCATION MAP
SITE PLAN
FOR
CHRIS &DIANE KING
LOT 11, BASS RISER TERRACE, S. YARMOUTH, MA
APRIL 16, 2012 SCALE: 1"=20'
RONALD CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAN SURVEYOR & REGISTERED SANITARIAN
WES�P.O. BOX 258
YARMOUTH, MA 02673
C)2012 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
�JT-_S3 - I q 9,7 -
N /F
SCHWELM
N /F
KING
EXISTING [
RESEED DI
REV.
LEGEND
,} TH 1
TEST HOLE LOCATION, NUMBER
W-
PROPOSED WATER SERVICE
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
-UE
UNDERGROUND ELECTRIC WIRES (IF MARKED)
9.5 x 8.7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
,,--6-`
EXISTING CONTOUR
---8-
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0,1
TREE (IF SHOWN, NOT ALL SHOWN)
REV.
7/24/12 --FOUNDATION
RAISED
1/2'
REV.
5/4/12 --LOT 12 ONLY
SHOWN
FOR CONCOM
NOTE SCALED FLOOD LINE
FROM FIRM DIFFERS FROM
GROUND ELEVATIONS
UUM INU. T I4 -b'
NOTESI KingLot12.dw9
1. LOCUS IS A,M. 42, PARCEL 158. F627/26 SB12/64
2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 11,
3. LOCUS IS IN FLOOD ZONE A11(EL. 11) & B 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 p -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 1S 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.
LOT 12
TEST HOLE DATE: March 22, 2012
GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator
ARE PROPOSED WITNESSED BY: Amy Von Hone, RS, CHO
PERO RATE: G2'-00"/inch (C layer)
13.6 SOIL SURVEY(1993): Carver coarse sand
Bottom Flood Prop. Top Found,
GEOLOGIC MAP(1986): Harwich outwash plain deposits
Vent=11.6* Invert 9.55 Invert 9.10 32--QUICK4 PLUS STANDARD
Proposed PVC Use Gas Baffle LOW PROFILE CHAMBERS
Top Slab Invert 6.85
=11.1 9" min. cover Proposed
S=1 4"/ft Top Units -9.17
Proposed S=1/8"/ft OFilter Cloth
Invert 9.35 1500 Gal.
*Flood Vent May i Proposed Septic Tank ---------- "
Not be required i T3.3
Invert 8.78
j Invert 9.02 ro osed ' g8.5
6' Stone or compact Proposed p 3' I 5 Leovei m
,�I I , 1 I N 1 2' I
10' I i $ --I i>r 1-- -JHI h Ground Water..3.5
N 5 1.1' OF 1.7'. USOS Adjustment
N 7 Provided Using MASH29
DESI March 2012 --Zone A+
-
GN DATA
37 ' x x D'k
10.1
BEDROOMS: 4
o r
38/"'\
GARBAGE GRINDER: No
)38
REQUIRED CAPACITY: 440 GPD
�••�
PROPOSED SEPTIC TANK: 1500 GAL.
_
1 ( 8 -- �`�1
0,1
EFFECTIVE LEACHING AREA: 605.4 SF
w o
4.73 SF/LF X 2
o /
3
9.d�
.92 S /LIMIT
32 UNITS X 18.92 SF/UNITm302.7 SF(EFFECTIVE)
2,7 S (
'' l
1 j 35'
N IID
DESIGN CAPACITY: 448 GPD
--
3e'
[(605.4 SF) X .74 GPD/SF]
-E--_E-_E_E-fi�/e7
N /F
BOUVIER
TOWN ROAD TAKING
DIMENSIONS OF LOT 12
SHOWN APPROXIMATELY.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
*SEE PETITIONERS PLAN FOR CASE NO. 13018 FOR THESE DIMENSIONS HEALTH AGENT APPROVAL
DATE
OBSERVED WATER -2.4
*Lows Is within 300' of Run Pond
.Shrub Meadow Swamp
LEACH AREA
USE 32 INFILTRATOR QUICK4 PLUS STANDARD
LOW PROFILE CHAMBERS, AS SHOWN, FOR A
32' LONG BY 11'-4" WIDE BY 3.3" DEEP
LEACH AREA. COVER WITH FILTER CLOTH.
5' REMOVAL
DO 5' ALL AROUND AND UNDER REMOVAL
DOWN 36"t TO MEDIUM SAND.
LOT 12
TEST HOLE 1
DEPTH (inches) ELEV,(feet)
0
4"
14"
36"
86"
120"
0 layer
E layer 10yr 5. 2
loam sand
B layer 10'yr 5/8
I
sand
C foyer 2.5y 7/3
medium sand
observed -water
9.6
M.-
2.4
-0.4
LOT 12
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
0
4-
16"
36"
a
42'A'
82"
120'
SITE PLAN
FOR
CHRIS & DIANE KING
0 layer
E layer 1Oyr 5 2
loam sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/4
medium sand
observed water
LOT 12, BASS RIVER TERRACE, S. YARMOUTH, MA
APRIL 16, 2012 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
9.1
6.1
2.3
-0.9
20112 BY R.J. CADILLAC PAGE 1 OF 1
�3 - t TAC) 1�{
I N /F
SCHWLLM
EXISTING
RESEED D
I REV. 5/4/12 --LOT 12 ONLY SHOWN FOR CONCOM
NOTE SCALED FLOOD LINE
FROM, FIRM DIFFERS FIROM
GROUND ELEVATIONS
JOB NO. Y12-
NOTES
12-NOT S KingLot12.dwg
1. LOCUS IS A.M. 42, PARCEL 158. FB27/26 SB12/64
2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT .NO, 1.
3. LOCUS IS IN FLOOD ZONE A11(EL. 11) & B ON FIRM DATED JULY 2, 1 92.
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNL,,,SS NOTED)
5. MUNICIPAL WATER IS AVAILABLE, LOTS WITHIN 1.00' 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 ID -BOX, 1 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO I1/2" 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' AROUN 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.
LOT 12
TEST HOLE DATE: March 22, 2012
GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator
ARE PROPOSED WITNESSED BY: Amy Von Hone, RS, CHO
PERC RATE: <2`1_00" inch (C layer)
13:1 SOIL SURVEY(1993): Carer coarse sand
Prop. Top Found. GEOLOGIC MAP(1986): Hai`wich outwash plain deposits
Bottom Flood
Vent=11.5 Invert 9.55 Invert 9.10 32--QUICK4 PLUS STANDARD
Proposed PVC LOW PROFILE CHAMBERS
Use Gas Baffle Invert 8.85
Top Slab
=10.5 9" min. cover roposed
S=1 4"/ft Top Units -9.17
Proposed S=1 /8"/ft+ ®Filter Cloth
Invert 9.35 1500 Gal.
Proposed Septic Tank _ -- -----
Invert 8.78 8.5
II Pr Invert 9.02 Proposed g 6" Stone or compact Posed 3' I 5 Level m
I1 I I N I 2' 1
I--'- 10' 1 IF- $' -4HI h Ground Waters 3.5
m 5 1.1' OF 1.7' USG$ Ad)ustment
< 7' Provided Using MASH29
DESIGN DATA March 2012 --zone A*
OBSERVED WATER -2.4
BEDROOMS:: 4 "Locus Is within 300' of Run Pond
Shrub Meadow Swamp
GARBAGE GRINDER: No LEACH AREA
REQUIRED CAPACITY: 440 GPD
PROPOSED SEPTIC TANK: 1500 GAL. USE 32 IN OLTRATOR QUICK4 PLUS STANDARD
EFFECTIVE LEACHING AREA: 605.4 SF LOW PROFILE CHAMBERS, AS SHOWN, FOR A
4.73 SF/LF X 4'/UNIT=18.92 S.F/UNIT 32' LONG BY 11`-4" WIDE BY 3.3" DEEP
32 UNITS X 18.92 SF/UNIT=302.7 SF(EFFECTIVE) LEACH AREA. COVER WITH FILTER CLOTH.
DESIGN CAPACITY: 448 GPD
[(605.4 SF) X .74 GPD/SF] I 5'REMOVAL
DO 5' ALL AROUND AND UNDER REMOVAL
DOWN 36"t TO MEDIUM SAND.
*SEE PETITIONERS PLAN FOR CASE NO. 13018 FOR THESE DIMENSIONS
HEALTH AGENT APPROVAL
EARS
DATE
S
FE PLAN
FOR
NOT TO
SCALE
LOCATION MAP
LOT 12
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
0
4"
14"
36"
C layer
E layer 10yr 5/2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 7/3
medium sand
86" _observed water _ 2.4
9.6
6.6
120" -0..4
LOT 12
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
0
4"
16"
36"
CHRIS & DIANE KING
LOT 12, BASS RIVER 1
APRIL 16, 2011
kr-
82"
120"
0 layer
IE layer 10yr 5/2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/4
medium sand
observed water
RRACE, S. YARMOUTH, MA
SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.6. BOX 258
WEST YAR IMOUTH, MA 02673
(506) 775-9700
2.3
-0.9
02012 BY R.J. CADILLAC I PAGE 1 OF 1
E�, GEND
� } TH I. TEST HOLE LOCATION, NUMBER
-W- PROPOSED WATER SERVICE
E OVERHEAD ELECTRIC WIRES (IF SHOWN)
-UE UNDERGROUND ELECTRIC WIRES (IF MARKED)
9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
._____g-- PROPOSED CONTOUR
0 UTILITY POLE (IF SHOWN)
IF EXISTING DRAINAGE CATCH BASIN
x - FENCE (IF SHOWN, NOT ALL SHOWN)
0 TREE (IF SHOWN, NOT ALL SHOWN)
I REV. 5/4/12 --LOT 12 ONLY SHOWN FOR CONCOM
NOTE SCALED FLOOD LINE
FROM, FIRM DIFFERS FIROM
GROUND ELEVATIONS
JOB NO. Y12-
NOTES
12-NOT S KingLot12.dwg
1. LOCUS IS A.M. 42, PARCEL 158. FB27/26 SB12/64
2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT .NO, 1.
3. LOCUS IS IN FLOOD ZONE A11(EL. 11) & B ON FIRM DATED JULY 2, 1 92.
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNL,,,SS NOTED)
5. MUNICIPAL WATER IS AVAILABLE, LOTS WITHIN 1.00' 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 ID -BOX, 1 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO I1/2" 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' AROUN 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.
LOT 12
TEST HOLE DATE: March 22, 2012
GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator
ARE PROPOSED WITNESSED BY: Amy Von Hone, RS, CHO
PERC RATE: <2`1_00" inch (C layer)
13:1 SOIL SURVEY(1993): Carer coarse sand
Prop. Top Found. GEOLOGIC MAP(1986): Hai`wich outwash plain deposits
Bottom Flood
Vent=11.5 Invert 9.55 Invert 9.10 32--QUICK4 PLUS STANDARD
Proposed PVC LOW PROFILE CHAMBERS
Use Gas Baffle Invert 8.85
Top Slab
=10.5 9" min. cover roposed
S=1 4"/ft Top Units -9.17
Proposed S=1 /8"/ft+ ®Filter Cloth
Invert 9.35 1500 Gal.
Proposed Septic Tank _ -- -----
Invert 8.78 8.5
II Pr Invert 9.02 Proposed g 6" Stone or compact Posed 3' I 5 Level m
I1 I I N I 2' 1
I--'- 10' 1 IF- $' -4HI h Ground Waters 3.5
m 5 1.1' OF 1.7' USG$ Ad)ustment
< 7' Provided Using MASH29
DESIGN DATA March 2012 --zone A*
OBSERVED WATER -2.4
BEDROOMS:: 4 "Locus Is within 300' of Run Pond
Shrub Meadow Swamp
GARBAGE GRINDER: No LEACH AREA
REQUIRED CAPACITY: 440 GPD
PROPOSED SEPTIC TANK: 1500 GAL. USE 32 IN OLTRATOR QUICK4 PLUS STANDARD
EFFECTIVE LEACHING AREA: 605.4 SF LOW PROFILE CHAMBERS, AS SHOWN, FOR A
4.73 SF/LF X 4'/UNIT=18.92 S.F/UNIT 32' LONG BY 11`-4" WIDE BY 3.3" DEEP
32 UNITS X 18.92 SF/UNIT=302.7 SF(EFFECTIVE) LEACH AREA. COVER WITH FILTER CLOTH.
DESIGN CAPACITY: 448 GPD
[(605.4 SF) X .74 GPD/SF] I 5'REMOVAL
DO 5' ALL AROUND AND UNDER REMOVAL
DOWN 36"t TO MEDIUM SAND.
*SEE PETITIONERS PLAN FOR CASE NO. 13018 FOR THESE DIMENSIONS
HEALTH AGENT APPROVAL
EARS
DATE
S
FE PLAN
FOR
NOT TO
SCALE
LOCATION MAP
LOT 12
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
0
4"
14"
36"
C layer
E layer 10yr 5/2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 7/3
medium sand
86" _observed water _ 2.4
9.6
6.6
120" -0..4
LOT 12
TEST HOLE 2
DEPTH (inches) ELEV.(feet)
0
4"
16"
36"
CHRIS & DIANE KING
LOT 12, BASS RIVER 1
APRIL 16, 2011
kr-
82"
120"
0 layer
IE layer 10yr 5/2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/4
medium sand
observed water
RRACE, S. YARMOUTH, MA
SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.6. BOX 258
WEST YAR IMOUTH, MA 02673
(506) 775-9700
2.3
-0.9
02012 BY R.J. CADILLAC I PAGE 1 OF 1