HomeMy WebLinkAboutEngineered Plan - 2019ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
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MAXIMUM -FEASIBLE COMPLIANCE APPROVALS 'REQUESTED:
04
0 1. VARY SEPTIC TANK TO GARAGE BY 3' (7' PROVIDED).
M
310 CMR 15.211 (1).
J
o_
N /F
CRAWFIS & BROWN
BENCH MARK--N.W. CORNER OF
CONC. BULKHEAD=59.59 ASSIGNED
N/F `�- 3 4.4 6 1 31.81
7 x;64
MACOMBER 3t , .6
%1,79
X 35,1
4.7 Brk Patio /
o x .4,6 4... X 1
;.7 X 34,5
3 �• 4,10 4 X �i-�� x 3 .4 /
:B2 3
ESERYE4,6 i2g-10" 5, ..9" r�32 /1
ko I Q-_�
2934.8 �n � 32.E 31. X
0 34.4 X 1
33,25 i ^-�, �� ^--, x� -4,5 USE 34,1 < 2.51
X `. xt
t �_•
TH 1 �Ilc>'j \��_:..::: • ...-..... x 34 9 ' V 9�` x 33.5 j
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4,1 __x _34,8 4,3 1
'1 f �1 bpS� 7 I
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Z
33.7 30,9(0 n
Un x 15.0 1 3 5.4 0
32,
x��� 7 1 I 34,71 LOT 43 3 .2 \J � W ,3 i
\ x I 31.�
\ \\ 1 z 1 34 \ l l I
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o
a 111866±S.F. r 318
N/ F \ � \y 32.5 � F.,� � 30,66
\ Z 1 31.1
32,25 /30.52
PETTY-MCGINN 3A.41 1 x 1.61 x 32.7 x 32./�x 31,5 %
1 \ 1 �
J�
1 Q I
1 31.18 I 31,X 6 30502• W J , x 31.4 �0,50 30,43
31.77 S 79° -,
30.80
1 n 3 .43
2 Edge pavem t
30.10 0 p\'D
-0.03
F\\ DE
U'BENCH MARK --TOP & CENTER OF
0 CONC. BOUND= 32.36 ASSIGNED
t 30.00
BENCH MARK --TOP OF SPIKE SET
IN GROUND=30.00ASSIGNED
(1.9' OFF E.P. do 129' OFF RANGE UNE NO. 101)
-"
® P.97
35.61±
Top Foul
Invert 32.77
Existing
LEG END
T 1
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
G
GAS LINE MARKINGS
x 9.5 x8,7
EXIST. & PROP. ELEVATIONS ('X' MARKS POINT)
,,-6-_
EXISTING CONTOUR
8---
PROPOSED CONTOUR
Mash29 (1500' South)*
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
-"
® P.97
35.61±
Top Foul
Invert 32.77
Existing
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Ftd.
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', . OR . VENTING .MUST BE PROVIDED. t°�o�\on Ave
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 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. LOCATION MAP .
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 TEST HOLE 1
1S 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, DEPTH (inches) ELEV.(feet)
AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 0 33 3
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
TEST HOLE DATE: March 7, 2019 12"
NO GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator L
WITNESSED BY: Amy Von Hone, RS, CHO 30"Q
ARE PROPOSED PERC RATE: <2'-001'/inch (B layer)
SOIL SURVEY(1993): Carver coarse sand 48"
GEOLOGIC MAP(1986): Harwich outwash plain deposits
12 ADS ARC 36HC HD
Invert 32.59 Invert 32.05 CHAMBERS
Existing pvc Proposed 72„
Use Gas Baffle Invert. 31..63 Top Units.=32.03
Proposed ® Filter Cloth
I Proposed S=1 /8" eft S=1/8"/ft. 3" Max.
t 1500 �
Gal. _- t Inspection Port 108"
1 i Se tic Tank �(\� "
Fill
B layer 10yr 6/8
loamy sand
C1 layer 2.5y 6/6
medium sand
C2 layer 2.5y 6/2
silty clay loam
_observed water _
I Invert 32.30
I i Existing 10.75"
t I *Official Adjustment is 0.0 Using
j 1
6 stone or compact Invert 31.80 Invert 31.60 30.7 AIW 230 ---This did not work well
t I
I I
Proposed Proposed 5 Bottom
at 154 Capt Small Nearby
t I
'
1
JOB NO. Y19-03
519
25'-,I
NOTES
Dwinell.dw9
NOT TO
SCALE �
1.
LOCUS IS A.M. 77, PARCEL 119.
FB34/14 SB14/00
N
2.
ELEVATIONS SHOWN ARE ASSIGNED.
Mash29 (1500' South)*
v
3.
LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED
JULY 16; 2014.
BEDROOMS:
4.
ALL PIPES TO BE 4" SCR 40, AND PITCHED AT 1/4" PER FOOT.
(UNLESS NOTED)5.
MUNICIPAL (N 100' ARE ON TOWN WATER.
ATORIS AVAILABLE.
6' mrrlec La
6.
COMPONENTS BE AASHTO H-1Q,OTS UNL SS NOTED.
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14
USE 12
ADS ARC 36HC CHAMBERS
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
IN TWO
Capt.- R
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Ftd.
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', . OR . VENTING .MUST BE PROVIDED. t°�o�\on Ave
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 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. LOCATION MAP .
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 TEST HOLE 1
1S 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, DEPTH (inches) ELEV.(feet)
AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 0 33 3
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
TEST HOLE DATE: March 7, 2019 12"
NO GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator L
WITNESSED BY: Amy Von Hone, RS, CHO 30"Q
ARE PROPOSED PERC RATE: <2'-001'/inch (B layer)
SOIL SURVEY(1993): Carver coarse sand 48"
GEOLOGIC MAP(1986): Harwich outwash plain deposits
12 ADS ARC 36HC HD
Invert 32.59 Invert 32.05 CHAMBERS
Existing pvc Proposed 72„
Use Gas Baffle Invert. 31..63 Top Units.=32.03
Proposed ® Filter Cloth
I Proposed S=1 /8" eft S=1/8"/ft. 3" Max.
t 1500 �
Gal. _- t Inspection Port 108"
1 i Se tic Tank �(\� "
Fill
B layer 10yr 6/8
loamy sand
C1 layer 2.5y 6/6
medium sand
C2 layer 2.5y 6/2
silty clay loam
_observed water _
I Invert 32.30
I i Existing 10.75"
t I *Official Adjustment is 0.0 Using
j 1
6 stone or compact Invert 31.80 Invert 31.60 30.7 AIW 230 ---This did not work well
t I
I I
Proposed Proposed 5 Bottom
at 154 Capt Small Nearby
t I
'
1
I
519
25'-,I
HGW=25.7
t 1 1
t t
I l 1
<
Use 1.4' Adjustment from
Feb. 2019, Zone B
I
DESIGN DATA
Mash29 (1500' South)*
Observed Water=24.3
BEDROOMS:
3
LEACH AREA
GARBAGE GRINDER: _ __- --
No
REQUIRED CAPACITY:
330 GPD
USE 12
ADS ARC 36HC CHAMBERS
EXISTING SEPTIC TANK:
1000 GAL.
IN TWO
TRENCHES 30' X 34.5" X
EFFECTIVE LEACHING AREA:
467.4 SF
10.75"
DEEP, AS SHOWN.
7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT
12 UNITS X 38.95 SF/UNIT=467.4 SF(EFFECTIVE)
DESIGN CAPACITY: 345 GPD
[(467.4 SF) X .74 GPD/SF]
Permit vafid for REPAIR OF' SEI"I'IC..Sti'ti"1'1?Nl>
ONLY, due to State and Local septic wiriances.
Board of Vealth review and aliproval is required for
any future additionsfrenocations/,ifterations to
sewage facilities anillor structures/ifwelling.
Yarmouth Health De.pattinent
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORI'''Ir''"�E1,RED S -TAMP /AND SIGNATURE.
ZH OF H/,4ss9
RONALD
JAMES
CADILLAC co
# 1060
�FcrsTER�`�
VOINITAMN
OF �ssgc
RONALD
a JAMES
'> CADILLAC
# 35779
S sVo��
SURVEY
HEALTH AGENT APPROVAL
BATH' BDRM
BDRM
��I( BDRM
BATH 1
BRZWAYKIT. LVRM
GAR
FLOOR PLAN
NOT TO SCALE
Large finished room in basement
SITE PLAN
FOR
CA -ROLL J. DWINELL
LOT 43, 95 PHYLLIS DRIVE, S. YARMOUTH, MA
MARCH 8, 2019 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
-DATE 02019 BY R.J. CADILLAC
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