HomeMy WebLinkAboutEngineered Plan - 1998SEPTIC PROFILE
T.O.F. AT EL. 33.09' (NOT TO SCALE)
ACCESS COVER TO WITHIN 6" OF FIN. GRADE
18x5 ACCESS COVER (WATERTIGHT) TO
/ 31 0' WITHIN 6" OF FIN. GRADE
MINIMUM .75' OF COVER OVER PRECAST 'J2 j'
(EXIST.) Geo RUN PIPE LEVEL
R FOR FIRST 2'
31.19.19 PROPOSED 1500 tiy�, � � CULTEC FILTER FABRIC PER SPECS OVER
I v_ LEACH FACILITY
GALLON SEPTIC29 0' I TEE
29.25 10
2% SLOPE REQUIRED OVER SYSTEM
32.0'
0.75'
31.26'
TANK (H- ) GAS «' 31.02
AFFLE 31.19' �
CULTEC TEC C4 FIELD DRAIN PANELS 30.60'
(7.7 % SLOPE) �6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21) O"
DEPTH OF FLOW = 4' ( 1 %SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE'///
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH = 14
FOUNDATION- 25'
LEACH FIELD DETAIL
(NTS)
.0'
24" OAK
30' CROWN
ST 12' PC 4' D' BOX
SEPTIC TANK AND PUMP - CHAMBER
REQUIRED TO BE WATER -PROOFED
4.0' 7"
11' LEACHING -"
FACILITY
* ADJ.
26.60' 23"
WATER
0.77' ADJ.
30.0
LOT 284 A25.83'
to
OBSERVED WATER 35'
31.4 120 p4 \3� It,p WELL MIW-29 ZONE B
ADJUSTMENT 1.7'
tip
31. 31 0 ;?� 'k NOTE: WATER LEVEL_ NEVER HIGHER THAN 4' ABOVE
BENCHMARK GAS 2 .8 SLAB IN BASEMENT PER OWNER, WHICH CORF'=LATES 12O"
METER TO ABOUT 1/2 THE FULL ADJUSTMENT
TEST HOLE LOGS
ENGINEER: DAVID MASON, RS
WITNESS: RON CADILLAC, RS (BOH)
DATE: 9/20/96
PERC. RATE _ <2 MIN./INCH
CLASS I SOILS P# N/A
Q
ELEV.
31 .0'
A
SANDY LOAM
10 YR 3/2
B
LOAMY
SAND
10 YR 5/8
Cl
FINE LOAMY
SAND
10YR 6/8
C2
FINE SAND
10YR 7/8
observed
Q water
29.1'
perc
25.83'
21.0'
Q
�u
c o -77 S,.,4 a L-
GA
yG741'
M�
L::�LOCATI�ONMAP �NOSCALE
ASSESSORS MAP 59 PARCEL B283
SETBACKS: N/A (EXISTING DWELLING)
FRONT =
SIDE _
REAR -
REF. PB 208 PAGE 87
FLOOD ZONE: C
COR F TOP
os TEP ?' NOTES
EXISTING (THIS LEVEL IS TF-EREFORE UTILIZED IN THE DESIGN)
ROW OF 31 2
HOUSE #25 E
TF = 33A9' '1 CATCH
EVERGREENS �� w * , TJ BAS;NS 1. DATUM IS ASSUMED FROM DENNIS QUAD MAP - - -
WD ti
z� (1 _._./ .....! - - - _ _!_._.. _��..^---•� __.__-_`� iTl --__ _.___- ___ �..__ - rji_.i i... 1,1��,�,e. c ., ..�_ .. �._ - - l=i•�IJ IiIVV
n... - 0 F
. NOT '�I_I
, t -_ vv ` / 2. MUNICIPAL WATER 15 _
i .. S T ` _ 1.5. INVERT OUT ` 't29.6 + ! n D SIGN FLOW: 3_ BEDROOMS (110 GPD) = 330 GPD
i�31.1 _ 31.3 ELEV = 31.19' - 3. MINIMUM PIPE PITCH TO BE 1 /8" PER FOOT.
CONCU<;E q _3_3_0 GPD DESIGN FLOW
SHED PATIO ' 31.E 2 = 660 GALLONS 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
30.9 CONC i t-' SEPTIC TANK: 330 GPD (___) 5. PIPE JOINTS TO BE MADE WATERTIGHT.
a18' PINE WALK 31.5 ---
� '- 31.6 3?� �� 2 �, � U`aE A 1500_ GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
VENT m 31.1 ` ti) PC 31.4 BASE. SLAB \ --
�, n �, 38' 0 EL. 26.27' \\ - 0 Ll' CHING: ENVIRONMENTAL CODE TITLE V.
_ 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
_ GPD USED FOR LOT LINE STAKING.
Q , x 32. / S' DES: -------------- (---) _ --- „
30 29'9 74 = 333 GPD 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC.
5' REMOVAL OF
UNSUITABLE SOIL 1
REQUIRED AROUND
LEACH FACILITY, DOWN
TO Cl LAYER. REPLACE
WITH CLEAN MED. SAND.
ENGINEER TO INSPECT
AND CERTIFY REMOVAL
CONTRACTOR TO CONFIRM
SUITABLE SOILS IN AREA OF
LEACH FACILITY PRIOR TO
CONSTRUCTION OF ANY
PORTION OF SYSTEM
Tn7711 nn 0 0 n
1
0
C4 C4 EXIST. POOL Or
3 .6 (TO BE -n
C4 C4 REMOVED) z
32.0
x
C4 C4 7c
31.
31. X
y ---"X STOCKADE FENCE ,
120.00
9
LOT 282
-- BoTTOM:--30 x 15 ------ (---) - ----
333_ GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
32 �'I --
TOTAL: 450_ S.F. --- INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
1 31.0 %, USE 2 ROWS OF (3) C4 CULTEC FIELD DRAIN PANELS EACH, FROM BOARD OF HEALTH.
32._ '1 10. CESSPOOLS TO BE PUMPED AND FILLED WITH CLEAN SAND OR
WITH 3' OF STONE AT ENDS AND BETWEEN ROWS; USE 2' AT SIDES
REMOVED AS NECESSARY.
LEG N D 1 1 . D'BOX IS TO BE WATER -TESTED FOR LEVELNESS
LOT 283 ,
Area = 12,960 sq.ft
� 0.30 Acres 12. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR T
100.0 PROPOSED SPOT ELEVATION CONSTRUCTION
30. 13. ELECTRICAL PERMIT REQUIRED
100x0 EXISTING SPOT ELEVATION UPGRADE SITE AND SEWAGE PLAN
100 PROPOSED CONTOUR
- OF
**
EXACT UOF GASAND WATER M LOCATIONS 1 OO EXISTING CONTOUR #25 CAPTAIN PERCIVAL DRIVE
LINES NKNOWN.
PRIOR TO CONSTRUCTION IN THE TOWN OF:
EXISTING TREE MASS.
(SOUTH) YARMOUTH,
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE'
BUILDING. ALARM TO BE ON INV. IN 31.23' . TO O'BOX
SEPARATE CIRCUIT FROM PUMP 1000 GAL. H-10 S
800 GAL.+ WEEP LE
ALARM ON RESERVE
FLOAT SWITCH
SETTINGS: PUMP ON
4" WORKING RANGE 8"
ZOELLER "WASTEMATE"
.4" SUBMERSIBLE MODEL M282 1/2 HP PUMP
PUMP OFF 4" SYSTEM (OR EQUAL)
6" CRUSHED STONE OR COMPACTION
PUMP CHAMBER
(NOT TO SCALE)
BOARD OF HEALTH PREPARED FOR: VIOLET PINKHAM
MA APP OVER AT 20 0 ZO 40 60 Feet
off 508-362-4541
fox 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
i. LAND- SURVE:y-QRS;.. ,
939 main st. yarmouth, ma 02675
SCALE: 1" = 20' DATE:
iv v -n
H. OJA LA,
'jvuf- amu- vc.� ,
a .r
SEPTEMBER 11, 1998
SEP 17 1999
HEAL I H DP -PT.
'S.
19) i99q
----
DATE