HomeMy WebLinkAboutEngineered Plan - Rev. 1994s�
�_--- 140•g3
s8
NOTE!
62.6 �Q�� F ALLLL SITE UTILITICTER TO ES LOCATIONIFY PR ORTO
OF
ANY EXCAVATION 69
BENCHMARK
TOP OF FOUNDATION bo 59.6-
ASSUMED FROM DENNIS 65
QUAD MAP AT EL 62.5
j62.3 -
of �'
- � 5
N �-
\
PARCEL W3
Area = 50,739 sq.ft
1.16 Acres
PARCEL V2
SHEET 86
NP
Nof 60.9
. l
-62.6
I '
i � O
(2) PROP. 4'x4'
NOTES:
1.
DATUM IS ASSUMED FROM DENNIS QUAD MAP.
2.
MUNICIPAL WATER IS AVAILABLE
3.
MINIMUM PIPE PITCH TO BE 1 /8" PER. FOOT.
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H2O.
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
4-�
ENVIRONMENTAL CODE TITLE V.
7.
THIS PLAN FOR PROPOSED WORK ONLY AND NOT TO BE USED
FOR LOT LINE STAKING.
10
8.
SCHEDULE 40-4" PVC PIPE TO BE USED FOR SEPTIC SYSTEM.
9.
D'BOX TO BE WATER TESTED FOR LEVELNESS.
10. CONTRACTOR TO VERIFY LOCATION OF ALL SITE UTILITIES PRIOR
11.
TO ANY EXCAVATION.
CONTRACTOR TO VERY LOCATION AND ELEVATION OF ALL SEPTIC
PIPES FROM BUILDING.
12.
WATER LINE IS TO BE SLEAVED WHEN/IF RESERVE AREA IS NEEDED.
I. UMK
15.U3 (7):
SEPTIC TANK TO
BE 6' FROM FOUNDATION
SLAB.
REQUEST
A VARIANCE OF
4'. (10' REQUIRED)
2. CMR
15.03 (7):
SEPTIC TANK TO
BE 5' FROM PROPERTY
LINE.
REQUEST
A VARIANCE OF
5'. (10' REQUIRED)
3. CMR
15.03 (7):
LEACHING FACILITY TO BE 6' FROM FOUNDATION
SLAB.
REQUEST
_A VAR.IANCE_OF,:4`
(10' REQUIRED)
4. CMR
15.03 (7):
LEACHING FACILITY TO RE 2' FROM PROPERTY
LINE.
REQUEST
A VARIANCE OF
8' (10' REQUIRED)
- RESERVE AREA TO BE 1.5' FROM
PROPERTY LINE. REQUEST
A VARIANCE OF 8.5'. (10' REQUIRED)
_TEST HOLE LOGS
ENGINEER: JAMES C. JODICE
WITNESS: DAVID MASON, B.O.H.
DATE: AUGUST 18, 1994
PERC. RATE = < 2 MIN/INCH
0' EL 61.9
TOP AND
SUBSOIL
1.5, EL. 60.4
3'
7'
0
10.5'
t*�
NO
WATER
FOUND
EL 58.9 .KEY
EXIST. CONTOUR - 60 --
EL. 54.9
EXIST. ELEV. ......•••••• 32.50
EXIST. FENCE - -- x- -- -- x- --
EXIST. WATER LINE - -- w- -- -- W= --
EL 51.4
LEACHING GALLEYS I a ,,� / D SEPTIC DESIGN:
WITH 2' OF STONE �
ALL AROUND
57.3
PROP. 1000 GALLON ��f L e���Me/ I DESIGN FLOW: OFFICE (USE 75 GAL/1000 S.F.)
SEPTIC TANK
SF� 5600 (.075) = 420 GPD
1 .sow' 10- oo SEPTIC TANK: 420 GPD (1.5) = 630 GALLONS
TRANSMUTING I 62� BUILDING 55.4
USE A 1000 GALLON SEPTIC TANK
TOWER
ll �F Sig P
LEACHING:
EXISTING CESSPOOL oP � �
BOTTOM: (12*8) (1.0) = 96 GPD
TO BE PUMPED AND ;I / SIDES: 2(39.48+26.32) (2.5) = 329 GPD
FILLED WITH CLEAN / SANG OR GRAVEL TOTAL: 227.6 S.F. 425 GPD
�
I USE (2) LEACHING GALLEYS WITH 2' OF STONE
ALL AROUND.
233.33 � Y
RIGHT OF WA
mod, SEPTIC PROFILE E (NOT TO SCALE) \s SEPTIC UPGRADE _PLAN _
FOR 57 WHITE'S PATH IN THE TOWN OF:
off 508-362-4541
fax 508 362-9880 BRING COVERS 7.TO WITHIN 1' OF FINISH GRADE.
T.O.F. AT EL 62.5 YARM O UTH MA
K PREPARED FOR:
dorm cape engineering, inc.� (EL 62.0) MINIMUM 1' OF COVER OVER PRECAST '/ (EL. 62.0)
(H20 LOADING) �
EXISTING 2" OF PEASTONE
CIVIL ENGINEERS IENINVERT$T 608 (H20 DB5) (H20 LOADING) f EL. 59.62 SOUTH SHORE HEATING
LAND SURVEYORS 59.5 I PROPOSED 1000 I �_ 58.91 000
- _ - Q 0 O p 20 , 4 ,0 20 u;:,. ,40 60 Feet
GALLON SEPTIC 59.25 0 O 0 O p 1" WASHED
TANK (H20) O O 4'x4' 4'x4' O O STONE
9 3 9 main st. yarm outh, ma O O o PRECAST PRECAST O 0 •�- SCALE 1 20 DATE >AUGi7ST. `19, 1994
59.15 5� 8.98 O O GALLEY GALLEY 000 ` REV A�JGUT `22,`. 1994
DEPTH OF FLOW - 4' 0 O 00EL 55.62
TEE SIZES: 2' 4' 4' 4
r ;
2' ay h X
INLET DEPTH _ 10"
OUTLET DEPTH = 19"
BOARD OF HNALTS 4.22'
YARMOUTH
FOUNDATION 31' - SEPTIC TANK 10' D' BOX 7' LEACHING SUITABLE SOIL AND NO a-1 "y-� �.• ,� k �� r _ �, ��. ;
APPROVED DATE ' FACILITY WATER AT EL 51.4
-L ._ ARNE H. OJALA, P.r., P.L.S. �'�DATE
94-299