HomeMy WebLinkAboutEngineered Plans - Rev. 1993SECTION ' SEWAGE
49
-TOP , F FONe,
7 (MSL)* -SEPTIC TANK - "D" BOX LEACH r1T_
11211 OF I/8TO 1/2"
WASHED STONE
C G
OUT - IN- OUT -
IN_7-
. I OUT-
IN
C260 E
G
SETIC ic
TANK
ANK
ELEV.
ELEV. ELEV. ELEV
_kk
ELEV. ELEV.
T�ie WA=b OF +�a&O-R 14 MZA,1_C-
JA
jjLMeM;Z,&?P SerXVt'-� AIC, W%A IrEr,) TO --!2 eED9.vVWKI1 5- 4
v,
r-L4-.4
LA+J> 15IIIIMWC9 OF
WASHED STONE
TEST HOLE LOG
TEST BY
TEST DATE 41 _;F7 WITNESS DESIGN BEDROOM HOUSE
T. H. # 1 T. H. v 2
411
ELEV. ELEV.
PERC RATE MIN/IN.
FLOW RATE � I V (GAL./DAY) x -15,
2
SEPTIC TANK -;;'�O ( i, 9� ) = Z-71'
REO'D SEPTIC TANK SIZE
LEACH FACILITYIiI SIDE WALL 11"2 2 G/D.
-1,9 -,� ( 1. 0)
BOTTO
TOTAL
?VI rr_7 r- 5 LJ M
USE:_�
-LEACHING
14 sv;v, 6,41
WATER ENCOUNTERED
NOTES: (UNLESS OTHERWISE NOTED)
TIK110T
_
1. DATUM (MSL) ± TAKEN FROMJfJ QUADRANGLE MAP OF A74
J.
2. MUNICIPAL WATER AVAILABLE tRAD
3. PIPE PITCH: A' PER FOOT 0
0 # 357
4. DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHO-H-10-44,
H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT TO 2ANC EVA NS
4 FT. OR MORE OF COVER.
No. 95Z
5. MIN, GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (1) FT.
6. THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE G, I's T
GRINDERS.
7. ALL UNSUITABLE MATERIAL WITHIN 10 FEET IN ALL DIRECTIONS FROM THE T R%
LEACHING FACILITY SHALL BE REMOVED AND REPLACED WITH CLEAN
MEDIUM SAND.
8 CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM. OF MASS Pgca
vza/,� -T> !F. T> Isib's-
STATE ENVIRONMENTAL CODE TITLE 5.
9. CONTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION.
BOARD OF HEALTH
CONTOURS (EXISTING) -------------
(PROPOSED) --0-0-0-0- APPROVED —DATE MA
L
C6
Li--- ez, r, v --i r:�
NOTE: THIS SITE PLAN WAS NOT PREPARED FROM AN SITE PLAN
INSTRUMENT SURVEY. UNDER NO CIRCUMSTANCES " "
(ITT `4 Fi, I r4c,(,1 1"14
ARE DISTANCES, BEARINGS. OR FEATURES SHOWN LOCUS:
TO BE USED TO ESTABLISH PROPERTY LINES.
T-_ I- A6 r- REF
East Cape Engineering i y J'T. v,-7 �,,, ! / - PREPARED FOR:
CIVIL ENGINEERS it , , / T
LAND SURVEYORS V,
Is — Ix, I oe
#44 Route 28, Orleans, Mass. SCALE _A
DATE
a vj Sj K_ t III/ a' I C42 17
PJS,,I` I0 i it _"�; L A -,- t4 Aa�-8&
SECTION" SEWAGE
TOPOFFDN •
`�•�•�•� (MSL)#
SEPTIC TANK - - "D" BOX -
I PL-E.T' T!= E to„
pV•TGET TE5 z 1 �6
OUT +
IN- OUT + IN- , OUT
f�
IN +
1
'�i. �7
i G 1 TLL��JJi
PT
��%.♦71 TANIC
K71
/ /
A,
ELEV.
ELEV. ELEV.
ELEV. Ct`
�I E To. I -r4r-- 11:�WW C)9I94S_. , ELEV, ELEV.
N
1iUM6eR OF Oomev ,AS 1_141IrSTD TO
fib. 2?04�;,,4t•
�arac.Y sr�- A. I.6feZEr,> LA#Jt:>- [VY=
iL,4wN -AME& mE6 Wvr;E�S> 27hp S�•fir+
R"
TEST HOLE LOG
TEST BY
WITNESS
TEST DATE DESIGN
T.H. * 1 ��•� T.H. # 2
- LEACH -f'IT—
2" OF I/sTO 1/2"
I WASHEDSTONE
11 T—
OF3/4"-1/2'_�
WASHED STONE
BEDROOM HOUSE
� ELEV. ELEV.
L PERC RATE �' MIN/IN.
FLOW RATE I� (GAL./DAY) ;°5
2,5 1 LE✓, i�i•C7 _ _ SEPTICTANK��
"F REO'D SEPTIC TANK SIZE V` Imo? CaAucr.1
LEACH FACILITY
SIDE WALL i� -2 G/D.
BOTTOM
TOTAL - �f` (' ) - '� , G
USE• � � �'' �' , LEACHING
- J4 �(,�v, �i;l�� YI
I~0 WATER ENCOUNTERED �� 2 of � -t-Q , /21 i�'�> S^
NOTES: (UNLESS OTHERWISE NOTED)
1 . DATUM MSL) t TAKEN FROM CNN (S (H OF MAss9
( QUADRANGLE MAP y� p
2. MUNICIPAL WATER lh AVAILABLE ��' TIMOTHY
3. PIPE PITCH: A" PER FOOT J
4. DESIGN LOADING FOR ALL PRECAST UNITS: AASHO-H-10-44, p BRADY 7ANE EVANS , y
H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT TO v # 35776 �" d )`No.,957,
4 FT. OR MORE OF COVER. Qv r��+, 9 �O
5. MIN. GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (1) FT. IS?E�
6. THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE SURVE . a� S41VITAIM
GRINDERS.
7 ALL UNSUITABLE MATERIAL WITHIN 10 FEET IN ALL DIRECTIONS FROM TH
LEACHING FACILITY SHALL BE REMOVED AND REPLACED WITH CLEAN
MEDIUM SAND.
B CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM. OF MASS. Pgc , Lb4j 4!50P_vc- (=> rt"�Tr--�A ' '��At.1iT1 "1�+►�J
STATE ENVIRONMENTAL CODE TITLE 5.
9, CONTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION.
I BOARD OF HEALTH
CONTOURS (EXISTING) .............
(PROPOSED)-O-O-O-O- APPROVED DATE MA
I..GTI- I �,
c
NOTE: THIS SITE PLAN WAS NOT PREPARED FROM AN
INSTRUMENT SURVEY. UNDER NO CIRCUMSTANCES
ARE`DISTANCES, BEARINGS, OR FEATURES SHOWN
TO BE -USED TO ESTABLISH PROPERTY LINES.
East Cape Engineering ItA U. I: , Irv-7
CIVIL ENGINEERS /
LAND SURVEYORS L • ?!O , `�� t�l , L� , V, I>,
#44 Route 28, Orleans, Mass. ,.35� (?Gf ; S E� vC. k' 'i Pi : ,
7
SITE PLAN LOCUS —
l .GAT l- F�l MGJ1 rt 'N� Imo.
_._,—.--
_.. _ _ ._ . \I ./-tub i i�} Ci�,,1'T�i �'•i�11+.'f{-,= ,
Qcc
�1''T"VG IG E
PREPARED FOR:
DATE
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