HomeMy WebLinkAbout37 Moss Road Title 5 Site Plan 41ST FLOOR AT EL. 1 1.OI I' S E I I PROFILE PROVIDE INSPECTION PORT WITHIN
(NOT TO SCALE) 6" OF FINISH GRADE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE //-- ACCESS COVER (WATERTIGHT) TO
O MINIMUM .75' OF COVER OVER PRECAST / WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 9.75'
2" DOUBLE WASHED jEA TONE"
m RUN PIPE LEVEL / 9 0'
FOR FIRST 2'
7.00' PROPOSEDr500 .. PROP CRAWLSP GALLON S 6.31' a TEE o 8.58'
6.56'. TANK (H- GAS o �•62' 0.58' o
BAFFLE Q 8.79' 80$ oa 8.0'.
TEST HOLE LOGS
ENGINEER: D.A. OJALA, SE
LYNN MULKEEN
WITNESS:
DATE: 10/27/04
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
C� ELEV. Q '
(?
SLOPE) �6" CRUSHED STONE OR MECHANICAL 66-5, 0" 6.4
COMPACTION. (15.221 [2]) O' t
3/4" TO 1 1/2" DOUBLE WASI,'ED STONE sr
NOTE: FLOODZONE DEPTH OF FLOW = 4 (_I-_% SLOPE) (--L% SLOPE) O 0
FOUNDATION REQUIRED TEE SIZES: 2" LOCATION MAP NTS
(DESIGN BY OTHERS) 10' 2"
INLET DEPTH = A A -
OUTLET DEPTH 14" PUMP LEACHING 5. ASSESSORS MAP 14 PARCEL 113
36' D' BOX 6' FACILITY LS LS ZONING DISTRICT: R-25
FOUNDATION-
22', ST 5 CHAMBER
1OYR 3/2 1OYR 3/2 YARD SETBACKS:
ALARM AND CONTROL PANEL 40 MIL POLY VINYL AND 6" 6" FRONT = 3'
TL.BE=INSTALLED.INSIDE MASTIC ON INSIDE OF SIDE = 15'
BUILDING.: ALARM IN BE ON - .10"_4 RETAINING WALL B B REAR = 20'
EL 9.0' PLAN REF. - LCP 14426 G
SEPARATE CIRCUIT FROM PUMP FLOOD ZONE: Al2 EL 10 -
9.0' LS LS
(6) #3 BARS CONT. FOR USE ADI. WATER AT EL. 3.0' 10YR 5/8 t OYR 5/8 REQUIRED INSPECTIONS AND CERTIFICATIONS
INV, IN 6.26' 2' PRESSURE UNE 3.4'
1000 GAL. S/ 2. ' HORIZONTAL REINFORCEMENT (TIDALLY INFLUENCED) 3O" 4.0' 36"
500 GAL,+ SLOPE TO DRAIN BACK TO PC 1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS
ALARM ON RESERVE WE HOLE 4.0`. EL.6.5' (PROPOSED) O O COMPLETE.
2. ENGINEER SHALL STAKE FOOTING PRIOR TO POURING
FLOAT SWITCH CHECK VALVE 5.0' P. 3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING
SETTINGS PUMP ON - #4 BARS 12" O.C. FOR VERTICAL
B, MS OF WALL
WORKING RANGE MY RS SRM4 •:.. REINFORCEMENT MS 4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY
5.3' SUBMERSIBLE 4/1D HP PUMP DEPOSITED
1.
PUMP OFF 8' SYSTEM (OR EQUAL) ^6% "12• 48" OBS WATER 2.5' 50" ODS WATER 2.2' S. ENGINEER SHAII INSPECT AND CERTIFY SEPTIC COMPONENTS AND
PUMP MECHANISMS AFTER INSTALLATION +
o�000 00 o000 0000 - r1"
CHAMBER. - � �4,0' BASE EL I ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT
PUMP 5' REMOVAL OF UNSUITABLE SOIL - j 2.5Y 6/6 2.5Y 6/6 THE RETAINING WALL. SEPTIC SYSTEM AND PUMP MECHANISMS HAVE
REQUIRED AROUND PERIMETER OF '`•-D`,',: ( BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED
_.
_....: ... 108" -2.6' PLAN.
(NOT To SCALE) �> 96" -1.5
LEACHING FACILITY. DOWN TO � m
�.. 7-2-
WATERPROOF/WATERTIGHT SUITABLE SOIL LAYER. REPLACE NATURAL SOIL -
_ WITH CLEAN MED. SAND.
ARCOAL�rI
PROMDE VENT w; CHLrm - 'CONC. RET. WALL NTS) '`I SEPTIC DESIGN: (GARBAGE DISPOSER IS NInT AI I nWFD ) NOTES:.
AND BUGSCREEN (FINAL PLACEMENT VATH - - - „� racy - _ RADIO LANE ; ) - 440 GPD ; V G E J : _
OMEOWNER CONSULTATION) DESIGid FLO'v'r: 4 BE^vRGOivIS (110 GPD
- - - - _ _ -I USE A 440 GPD DESIGN FLOW 1. DATUM IS NGVD
_ --h ZQ - - I 2 2. MUNICIPAL WATER IS AVAILABLE
�5 -
OVER
Ni IJTIL1TlES - - - SEPTIC TANK: 440 GPD (_) = 880
® - - PROP. 6' HIGH CEDAR FENCE - + 6.2 --
USE A 1500 GALLON SEPTIC TANK 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
6.0 ��' 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
LEACHING• E WATERTIGHT
7.0
5.
PIPE JOINTS TO BE MAD
IN ACCORDANCE WITH MASS.
0 SIDES:
6.
CONSTRUCTION DETAILS TO BE
40 5 x 15 (74)
= 449
ENVIRONMENTAL CODE TITLE V.
SYSTEM ONLY AND IS NOT
BOTTOM:
I+ TH1
7.
THIS PLAN IS FOR PROPOSED SEPTIC
I
i
6.
I
TO BE USED FOR ANY OTHER PURPOSE.
+5.5 23,621± S0.
USE 40.5' x 15' LEACH FIELD OF 2
16.
8.
GAR AT EL•+
M
WITH 3' STONE
9.
5.3
I
. \
INSPECTION BY BOARD OF HEALTH AND
(o LLu
Of
I TT�2
/
FROM BOARD OF HEALTH.
0. '
+-7.2 +
5.8
a
,
PROPOSED 40 MIL
'
LINER, AT 5' OFF SAS.
TOP AT ELEVATION 9.0'
r
(CONTINUE FROM
INSIDE OF WALL) -
/ PROP.
O
,
/
.p
% DRIVEWAY
R
/
L=83.77'
/
,
3�
8.0 �
9,0
X00
PC 0
ST
+ .2
PROP. 4 SR
DWELLING
FIRST FLOOR 1108
ABOVE ELEV.
5• ,
/ � q '2
_K5.8 MOSS ROAD �
1
5.5
+ 5.9
BENCHMARK: USE MAG NAIL
AT ELEVATION 5.9' BUOYANCY CALCS:
_. 18' x05 x5.67x 62.4 4420
A1007 W1
480 LBS
1(OKAY)
1000 GAL H-10 (SHOREY) PCWGT 8240 LBS
1.24' x 8.5 x 4.8 x 62.4 Q 3157 LBS (OKAY)
04-290'
PROP. DECK
_
N/A
-7
5.
PIPE JOINTS TO BE MAD
IN ACCORDANCE WITH MASS.
0 SIDES:
6.
CONSTRUCTION DETAILS TO BE
40 5 x 15 (74)
= 449
ENVIRONMENTAL CODE TITLE V.
SYSTEM ONLY AND IS NOT
BOTTOM:
7.
THIS PLAN IS FOR PROPOSED SEPTIC
LOT 58 TOTAL: 607 S.F. 449
GPD
TO BE USED FOR ANY OTHER PURPOSE.
+5.5 23,621± S0.
USE 40.5' x 15' LEACH FIELD OF 2
ROWS OF 6
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
+ 6.3
H-10 STANDARD INFILTRATORS EACH,
WITH 3' STONE
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
PERMISSION OBTAINED
AT SIDES, 3.3' BETWEEEN ROWS AND
1.5' AT ENDS
INSPECTION BY BOARD OF HEALTH AND
FROM BOARD OF HEALTH.
PROP. LINER AT EDGE OF
ROCK WALL
+ 51ST
COBBLES ° 4.8 132.30'
GRGR=�-"E L/NEp
APPROVED DATE
+5.7
+ 3.5
BOARD OF HEALTH
, MA
LEGEND
+ 5,5
100.0 PROPOSED SPOT ELEVATION
O
0
nj 100+0 EXISTING SPOT ELEVATION
F1 001 PROPOSED CONTOUR
100- EXISTING CONTOUR
�R ��=
m. 509 393-9990
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 morin St. yarmouth, ma 02675
TITLE 5 SITE PLAN
OF 36 MOSS ROAD
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: SAM TRAYWICK
20 0 20 40 80
-1
SCALE: 1 = 20 DATE: DECEMBER 7, 2004
REV. 3/9/05
®
.Of fdA5s9 4i\�H OF I,,y��4 I`•di Fri( i (i 2��5
OJAv{ Yarr^Duth Water Dept.
CIV
No
E H. OJ P.L.S. DATE