HomeMy WebLinkAboutEngineered Plan - 2018t
*OFFSET TO FOUNDATION ALL
OTHER OFFSETTS TO CORNERBOARDS
LEGEND
1j
TH 1
TEST HOLE LOCATION, NUMBER
--.
WATER LINE MARKINGS
-------i_ -------
OVERHEAD ELECTRIC WIRES (IF SHOWN)
GAS LINE MARKINGS
,),(j
EXISTING &PROPOSED ELEVATIONS ('X' MARKS POINT)
(inches) ELEV.(feet)
EXISTING CONTOUR
0
PROPOSED CONTOUR
y
UTILITY POLE (IF SHOWN)
EXISTING DRAINAGE CATCH BASIN
-------- x -----
FENCE (IF SHOWN, NOT ALL SHOWN)
u,
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 7/03/18
--LEACHING BED WIDTH & LOCATION
REV. 6/13/18
--LEACHING BED
RAISE GRADES OVER PROPOSED
SEPTIC TANK, AS SHOWN.
JOB N0. 6 -OS
NOTES Connors.dwY1g
1. LOCUS IS A.M. 40, PARCEL 47. FB33/60 SB14/46
2. ELEVATIONS SHOWN ARE ASSIGNED.
3. LOCUS IS IN FLOOD ZONE X(0.2% RISK) ON FIRM DATED JULY 16, 2014.
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 --1 ON D -BOX, 2 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).
TEST HOLE 1
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.
DEPTH
(inches) ELEV.(feet)
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
0
12.3
A layer 10yr 3/2
TEST HOLE DATE: June 7, 2018
6"
loamy sand
11.8
CENTER OF NEW SEWER LINE
PERFORMED BY: Ron Cadillac, Soil Evaluator
a
TO EXIT 22.5" BELOW TOP
WITNESSED BY: Amy Von Hone, RS, CHO
B layer 10yr 5/6
OF FOUNDATION.
PERC RATE:' <V-26"/inch (B layer)
2D"o
loamy sand
SOIL SURVEY(1993): Carver coarse sand
34„
Invert 10.60 GEOLOGIC MAP(1986): Harwich outwash plain deposits
9.5
Proposed REPLUMB
19 ADS ARC 36LP
Invert 10.22
Proposed CHAMBERS
C1 layer 2.5y 7/4
Use Gas Baffle Invert 9.75
Top Units.=10.07
medium sand
Proposed
S=1/8"/ft 9" min. cover ® Filter Cloth
Proposed
S=1/4"/ft 3" Max.
S=1 /8' /ft L/
::.:
Invert 10.47
1500 Gal.
Septic Tank
--� ����=-- Inspection Port
'-
90"
-� ---��4.8
C2 layer 2.5y 5/2
11 Proposed
_______
3.8"
108"
sandy loam
3.3
Invert 9.72
6" Stone or compact Proposed r I 4
10' -� 16' -� N - 3'- Hi
i I 3,
DESIGN DATA CD
BEDROOMS: 3
GARBAGE GRINDER: No
\ REQUIRED CAPACITY: - 330 GPD
SEPTIC TANK: 1500 GAL.
EFFECTIVE LEACHING AREA: 449.35 SF
4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT
19 UNITS X 28.65 SF/UNIT=449.35 SF(EFFECTIVE)
DESIGN CAPACITY: 332.5 GPD
[(449.38 SF) X .74 GPD/SF]
EXISTING FLOOR PLAN
NOT TO SCALE
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
Bottom
USGS Adjustment
2018
B
LEACH AREA
USE 19 ADS ARC 36LP CHAMBERS IN A
30' X 8.5' X 8" DEEP(3.8" INV.) BED, PLUS
ONE 34" X 5' UNIT ON END, AS SHOWN.
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED).
310 CMR 15.212
2. VARY COVER OVER SEPTIC TANK TO BE 6" 310 CMR 15.228(1)
3. NO RESERVE AREA IS SHOWN. 310 CMR 15.448
SITE PLAN
FOR
PATRICIA A. CONNORS
LOT 23, 26 CANDLEWOOD LANE, W. YARMOUTH, MA
JUNE 12, 2018 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
HEALTH AGENT APPROVAL DATE 0 (508) 775-9700 PAGE 1 OF 1
C 2018 BY R.J. CADILLAC
In
rn
a;
Y
0
0
m
z
Q
J
a_
BENCH MARK --TOP OF SPIKE
SET DOWN 1"=10.32 ASSIGNED
(30•-4' OFF HOUSE CORN., 8 1/2' OFF FENCE)
FENCE IS 3' TO 4'
OFF LOT UNE
16.72
s
mss- V`0
F
BENCH MARK --TOP NE CORNER I
\N
CONIC. -BULKHEAD=11.99 ASSIGNED I 10.
N/F
BOUCHERio,�
r � /
9,9
N gyp.
• t (1.3?
1.
x 10.2
x 10.4 x
RAISE GRADES OVER PROPOSED
SEPTIC TANK, AS SHOWN.
N /F
T.O.Y.
X
X
12.66±
10.2 Top Foundation.
1 SO fi0.2 100 9.6 " 9.6
.0
T
13:.. 10.3
11.7C1110 �O�'Gi
y
KGs
Z.
11,7
X 1\11,64
x 11.6
8LOT 2311.4
I1,740±S.F.
4=42.28'
x 9.7
1 10.00 x 9
11.56
n 10.8
7 �' ,p ��\ x 9.8 9.6 .
0.1
r11.3
X �Q. 40��
X 10.8
�,�^�°' 010,3
0.0 /10,11
w
a_
0 BDRM
NOTES Connors.dwg
1. LOCUS IS A.M. 40, PARCEL 47. FB33/60 SB14/46
2. ELEVATIONS SHOWN ARE ASSIGNED.
3. LOCUS IS IN FLOOD ZONE X(0.2% RISK) ON FIRM DATED JULY 16, 2014.
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 --1 ON D -BOX, 2 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).
TH 1
TEST HOLE LOCATION, NUMBER
-./
WATER LINE MARKINGS
AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
E
-OVERHEAD -ELECTRIC WIRES (LF SHOWN)
14. ALL CONSTRUCTION TO MEET
G
GAS LINE MARKINGS
Pern
9.5 x 12,0
EXISTING & PROPOSED ELEVATIONS ('X'
MARKS P INN
A .Layer 1Oyr .3/2
EXISTING CONTOUR
Boat•
g-�
PROPOSED CONTOUR
any,
sewn
0
-UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
flo,
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
PERC RATE: <1'-26"/inch (B layer)
0
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 6/13/18 --LEACHING BED
Nary
w
a_
0 BDRM
NOTES Connors.dwg
1. LOCUS IS A.M. 40, PARCEL 47. FB33/60 SB14/46
2. ELEVATIONS SHOWN ARE ASSIGNED.
3. LOCUS IS IN FLOOD ZONE X(0.2% RISK) ON FIRM DATED JULY 16, 2014.
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 --1 ON D -BOX, 2 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).
TEST HOLE 1
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.
DEPTH
(inches) ELEV.(feet)
14. ALL CONSTRUCTION TO MEET
TITLE 5 AND LOCAL REGULATIONS.
p
12.3
A .Layer 1Oyr .3/2
TEST HOLE DATE:. June. 7, 2018.
6„
loamy sand 11.8
CENTER OF NEW SEWER LINE
PERFORMED BY: Ron Cadillac, Soil Evaluator
TO -EXIT 22.5" BELOW TOP
WITNESSED BY: Amy Von Hone, RS, CHO
flo,
-B layer 10yr 5/6
OF FOUNDATION.
PERC RATE: <1'-26"/inch (B layer)
20»
loamy sand
SOIL SURVEY(1993): Carver coarse sand
Invert 10 60
GEOLOGIC MAP(1986) H ' h t h I' d t
34„
9 5
- VY ou was p am eposl s
Proposed REPLUMB
Invert 10.22 19 ADS ARC 36LP
Proposed CHAMBERS C1 layer 2.5y 7/4
Use Gas Baffle Invert 9.75 medium sand
Proposed Top Units.=10..07
S-1 /8"/ft 9" min. cover ® Filter Cloth
Proposed S=1 /8"/ft 3" Max.
1500 Gal. S=1 /8 /ft inspection Port 90'' --°-' ='� ` =� 4.8
Invert 10.47 C2 layer 2.5y 5/2
t
Proposed Septic Tank -_________ 1
l p 3.8" 108" sandy Loam 3.3
I
Invert 9.72 9.4
j Invert 9.92 ProposedBottom
l S" Stone or compact Proposed 4'
I
i 10 i - 2$ _ �--1 --t High Ground Water=5.4
3' Ma' 20G8 Adjustment
DESIGN DATA - Za e B
Observed Water --4.8
BEDROOMS: 3
-GARBAGE -GRINDER: No_- _ -_-_ LEACH -AREA----
REQUIRED
AREA--- REQUIRED CAPACITY: 330 GPD
SEPTIC TANK: 1500 GAL. USE 19 ADS ARC 36LP CHAMBERS IN A
EFFECTIVE LEACHING AREA: 449.35 SF 30' X 8.5' X 8" DEEP(3.8" INV.) BED, PLUS
4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT ONE 34" X 5' UNIT ON END; AS SHOWN.
19 UNITS X 28.65 SF/UNIT=449.35 SF(EFFECTIVE)
DESIGN CAPACITY: 332.5 GPD
[(449.38 SF) X .74 GPD/SF]
/ ENTRY
BDRM m L<lT. DNRM
i
BDRM LVRM
EXISTING FLOOR PLAN
NOT TO SCALE
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED TA ANDS SIGNATURE.
IH OF APA V �St1 OF MASsgcy
RONALD RONALD
>F':I'TIC SVS'I'H:M JAMES JAMES
septic variances. CADILLAC fn " CADILLAC J
# 1060 # 35779
wal is required fur O?
ins/alterations to FFG/STE�� iA SS�O O�
dwelling: SANITAR% II QQty �O�SUR%J 4s
arfnu�nt
wee
'ALTH AGENT APPROVAL DATE
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY SEPARATION TO HIGH GROUNDWATER- BY 1' (4' PROVIDED).
310 CMR 15.212
2. VARY COVER OVER SEPTIC. TANK TO BE 6" 310 CMR 15.228(1)
3. NO RESERVE AREA IS SHOWN. 310 CMR 15.448
SITE PLAN
FOR
PATRICIA A. CONNORS
LOT 239 26 CANDLEWOOD LANE, W. YARMOUTH, MA
JUNE 129 2018 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700 PAGE 1 OF 1
02018 BY R.J. CADILLAC