HomeMy WebLinkAboutEngineered Plan - 2018ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
BENCH MARK --TOP OF CONC. BOUND
=90.2 ASSIGNED (1984 SWEETSER PLAN)
(MARKED W/BEAN POLE -DOWN 6-)
BENCH MARK--MAG NAIL SET
IN BERM=89.51 ASSIGNED
0
Ct 0
•
N /F
KING'S WAY GOLF .COURSE
MAKE SURE DIG SAFE MARKS GAS HERE
76
x 88.9
N 8301618' V
//�� X `3 00 114.72,
- 'J7 is x 89.0 x 88.4
v X .o
S14W,90 x
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+ 89.5`8- `i9,6
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DRIVE '71 38.4 �t
• 89.5 I 'ES RVEf
88.3 T
�
X 895
88, 8' N
_�
j REMOVE CLOGGED SOIL
03j -
`"1
& STONE WITHIN 5' OF
O
NEW LEACHING
88
x
/ ,92 x 88.4
X 88.1
PROPOSED
POOL FENCE
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23 /s J 881
co
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r2 / ZOC a 88.2
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k k 88.2
x 88,2
8.02 SEPTIC COMPONETS
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....
OFF PROPOSED POOL
\TO
> 88.8 ""IRT
"
ALLOW12'
AND FENCEOREMOVE DKBOX
(� x 87.8 .::88Y ��-� IF IT IS IN WAY OF SKIRT.
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88 X 88,0 �fs`
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x 87.5
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87.46 87.65
87,79 ���•,� �\```
x 87.2
+/ 8 i.67 86.86
�O LOT
x 87.4
21 O6 O± S. F.
86,98 8 ,33
87.36 �
/
/ 86.2
86g
/
i
PARKING 86,40
i �,' x 86,6
NOT SHOWN HERE
LEGEND
-j• TH 1 TEST HOLE LOCATION, NUMBER
W WATER LINE MARKINGS
UE UNDERGROUND ELECTRIC WIRES (NOT ALL SHOWN)
G GAS LINE MARKINGS (NOT ALL SHOWN)
x 9.5 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
,,--6--- EXISTING CONTOUR
a--- PROPOSED CONTOUR
x FENCE (IF SHOWN, NOT ALL SHOWN)
OTREE (IF SHOWN, NOT ALL SHOWN)
JOB NO. Y18-11
NOTES Nugent.dwg
1. LOCUS IS A.M. 142, PARCEL 18. FB33/65 SB14/46
2. ELEVATIONS SHOWN ARE ASSIGNED.
3. LOCUS .IS IN FLOOD .ZONE .X(OUTSIDE 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. NOT TO
COVERS: BUILD UP COVERS TO 6" BELOW GRADE-- 1 ON D-BOX, 1 ON LEACHING SCALE
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 OVERDID 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 CESSPOOLAEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
I 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 000
REDUCE GRADE BY UP TO 7" TEST HOLE DATE: July 19, 2018
PERFORMED BY: Ron Cadillac, .Soil Evaluator 16
OVER LEACHING, AS SHOWN, OR WITNESSED BY: Amy Von Hone, IRS, CHO
PROVIDE VENTING TO KEEP PERC RATE: <2'-17"/inch (C layer)
GRADES THE SAME. SOIL 8URVEY(1993): Carver coarse sand 36'
GEOLOGIC MAP(1986): Harwich outwash plain deposits
L
Invert 86.16 25 ADS ARC 36HC HD 54"2- 1
Existing CHAMBERS
r� Use Gas Baffle Invert 84.86
I I Proposed Top Units=85.23
I Existing 6"f cover @ Filter Cloth
-- -----
I ------ r- Existing -- S=3/8"/ft >� 3" Max.
Invert 86.45 . 1000 GalI S=1 /8 /ft inspection Port
'
Existing i Septic Tank � min. r
10.75'126"
------------ \�8
Invert 84.80 3 9
Invert 85.03 Proposed Bottom
6 Stone or compact Proposed 6 6.2'
I
41' -� i N i-4'-i Bottom TH1=77.7
4'
O
< 6
N/F
DESIGN DATA
ARDAN
BEDROOMS:
3
GARBAGE GRINDER:
No
LEACH AREA
REQUIRED CAPACITY:
330 GPD
EXISTING SEPTIC TANK:
1000 GAL.
USE 25 ADS ARC 36HC HD CHAMBERS
Q,cO x 85.4
EFFECTIVE LEACHING AREA:
600 SF
IN A 25' X 14'-5" X 10.75" DEEP BED,
4.80 SF/LF X 5'/UNIT=24 S.F/UNIT
AS SHOWN..
25 UNITS X 24 SF/UNIT=600 SF(EFFECTIVE)
85,8
DESIGN CAPACITY:
444 GPD
x 84.8
[(480 SF) X .74 GPD/SF]
N/F THIS PLAN IS A VALID COPY ONLY IF IT BEARS
FERNALD AN OR7EIk
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TURE.
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RONALD o�, �° RONALD
JAMES -4o JAMES
CAD1LAC `� " CADILLAC "' >
91060 p # 35779 -4
qp �O 1 OA, 0
�11` s'NITAR P� J s'4(
qH0 SURVE�D
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HEALTH AGENT APPROVAL DATE
k
rmouth Health D;ppnrtment
?P VEM
me Date
Fill
B layer 1Oyr 5/8
loamy sand
8E
C layer 10yr 5/4
loamy med. sand
no water
SITE PLAN
FOR
BERNARD E. NUGENT, JR.
LOT 301 56 CANTERBURY ROAD, YARMOUTHPORT, MA
DULY 271 2018 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
C 2018 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1
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