HomeMy WebLinkAboutEngineered Plan - 2015ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. JOB Y15-07 NOT TO
i NOTES Sullivan.n.dwg SCALE
i
1. LOCUS IS A.M. 47, PARCEL 125. FB31/05 S613/67
LO 2. ELEVATIONS SHOWN ARE ASSIGNED.
00N
rn 3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2%) ON FIRM PANEL 586J DATED JULY 16, 2014.
M 7 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 1
Z ` 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 3
a x� 27.84 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
6 / ` 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Lne eace o
J / 29,8 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. a 0'
30.8 N/F 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
x 27 /,41� KENNEY 1 COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
® 7,14 / 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
.3 F` 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
Q, 30.4 \ x CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 'y°` b x 31,7 4 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
; D 0�' �0 31.9 BENCH MARK --NE CORNER OF I IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1
• � 3 \ CONC. BULKHEAD=33.58 ASSIGNED f 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
x aR SS, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
\\`�/� / 7.58 F` S32 " NO GRADE CHANGES 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 33 7
30,8 \ 33.3 soo.� ARE 'PROPOSED
V / X0.9 x 32.7 x 33.4 TEST HOLE DATE: April 8, 2015 8"
J PERFORMED BY. Ron Cadillac, Soil Evaluator
Ce5/ 30.9 3,6 WITNESSED BY: Amy Von Hone, RS, CHO 14"
/ 32,1 x 2 PERC RATE: <2'-00"/inch (B layer) 0
29.54
x �8' X 34.0 SOIL SURVEY(1993): Carver coarse sand
x 3 5 �j GEOLOGIC MAP(1986): Harwich outwash .plain deposits 24"32
30.10 .. "
11
• 0)3 . O' 27 ARC 36HC CHAMBERS
0 30.00 a CO �� X3.8 Invert 30.58
M /\. \
4 \ � A � Existing Invert 30.17
`/i -3a. Use Gas Baffle
Top Units=30.53
'Oq 3, .: \� �� sI 20"Oak �5x 9" min. cover Proposed ® Filter Cloth
x a .68 SFO \ J �o 33.4<0x 2
p 30,69 O 33.8 > 2,6 x 31,6 - Existing r� S=1 4" ftS=1/8"/ft
-'� / / 3" Max.
N1 min.
/F r Inspection Port
31,3 / \� �' AVISON I1 1000 Gal.
Septic Tank I----------�10 3 4" "
Fill
E layer 1Oyr 5/3
___.loom_ _sand _ -- 32.5
B layer 10yr 6/8
loamy sand
31.0
C layer 2.5y 6/3
med. coarse sand
no water, 21 9
x 30,4 / x 32.3\ 74 / :: :.. v' moi. L----------�
/ "c•
30.1�J / Cherry 1' "Oak
33,4 /;:`' �� s Invert 30.10 29.2
5 �s �, invert 30.34 Bottom
x 33.2 :::33,7 `�/ ;::' llip :• x 33.8 �L �Z, F I 6" Stone or compact Proposed Proposed 7,3
x 3 f \ Oec /• __ • 33,8 11 �Oa I , I I I 3'
x 33.4 I I-- 12 -� 1 N 1 -2'--a Bottom TH1=21.9
i -
j
2\9 1 1 1-1
33.833,9'70"Oa \� < 4
x 5.2 33.6 x 33.8 6' - a � 16x DESIGN DATA
33.4 TH 1 x 30.4.
`3 x 34, -33,7 3
.9 3 14"Oak BEDROOMS: 3
BENCH MARK --MAG NAIL SET -_-. __._ _ -- -_._ _ _ __-- •-._--
IN PAVEMENT= 30.00 ASSIGNED 3'• 35.3 x 35'5 GARBAGE GRINDER: No LEACH AREA
REQUIRED CAPACITY: 330 GPD
~,y 0 �6 x 34.7 31,9 EXISTING SEPTIC TANK: 1000 GAL, USE 27 ADS ARC 36HC CHAMBERS SET IN 3 ROWS,
N
/F s s� 36.01 EFFECTIVE LEACHING AREA: 648 SF AS SHOWN, FOR A 45 LONG BY 8'-8" WIDE BY
A2 �; �J.��
�o � 10 3/4" DEEP LEACH AREA.
GOLINSKI R" j 4.80 SF/LF X 5'/UNIT=24.0 S.F/UNIT
36.4 LOT 11 34. x 33.4 j 27 UNITS X 24.0 SF/UNIT=648 SF(EFFECTIVE)
17, 6 40± S. I . DESIGN CAPACITY: 479 GPD
00 �� x 32.8 [(648 SF) X .74 GPD/SF]
�o
BDRM BDRM
LVRM x 6
GAR 1 ST FLOOR �6
i
DNRM KIT D D BDRM j
_ _
x 33.1N /F
SUNRM EXISTING FLOOR PLAN 37.0 C R BOG HOMEOWNERS ASS., INC
NOT TO SCALE
x 34.2
i
CRAFT RECREATION *NO BEDROOM ALLOWED THIS PLAN IS A VALID COPY ONLY IF IT BEARS
RM* RM* DOWNSTAIRS W/O AN ORIGINAL RED STAMP D SIGNATURE.
NEW BUILDING PERMIT
Permit valid for REPAIR OF SEPTIC SYSTEM
ONLY, due to State and Local septic varisaces.
Gaard of Health review and approval is required for
soy future additions/renovmtions/alterations to
sewsae facilities and/or structures/dweWag.
Yarmouth Health Department
p PIROVEID
SITE PLAN
FOR
MCDERMOTT PROPERTY
UNFINISHED BASEMT W/BE ECTOR BASEMENT '` LOT 11 94 SU LLI VAN ROAD W YARMOUTH MA
�e �N OF IyASS�c �PVSH OF MASS9c
RONALD y��r� n°� RONALD!
JAMES , y�� MAY 209 2015 SCALE. 1 "- 20'
o JAMES __4o v >
CADILLAC - " CADILLAC
# 1060 #35779!-
S
35779!
0 0,� lq�o ,
Ni P� 0 SURd�yba
�� ry RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
HEALTH AGENT APPROVAL DATE(508) 775-9700 PAGE 1 OF 1
02015 BY R.J. CADILLAC
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
E
UNDERGROUND ELECTRIC WIRES (IF SHOWN)
G
GAS LINE MARKINGS
x 9.5 -8.7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
--
PROPOSED CONTOUR
ID
EXISTING DRAINAGE CATCH BASIN
0
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 05/28/2015 --DESIGN & FLOOR PLAN
�e �N OF IyASS�c �PVSH OF MASS9c
RONALD y��r� n°� RONALD!
JAMES , y�� MAY 209 2015 SCALE. 1 "- 20'
o JAMES __4o v >
CADILLAC - " CADILLAC
# 1060 #35779!-
S
35779!
0 0,� lq�o ,
Ni P� 0 SURd�yba
�� ry RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
HEALTH AGENT APPROVAL DATE(508) 775-9700 PAGE 1 OF 1
02015 BY R.J. CADILLAC