HomeMy WebLinkAboutEngineered Plans - Rev. 1993SECTION - SEWAGE
TOP OF FCN
(MSL)w
— SEPTIC TANK —
ll,4"T TEE c Iti°
O!JTt6'r 7EE 14'
OUT. IN-
OUT !N OUT
-
i v_OD G
-7 C;;,67 7t} fy SEPTIC
ELEV. TANK
ELEV. ELEV.
N
I -)+s T17
1� -, TO - Ti +� r W).) L7Kil "6 •I la ELEV. ELEV.
vti1•4-70= SJPQL`�, -1`4� 'eOA;2D OF +�a&.L,7?4 14 m- ZATe
L.0,4D11J& 7_c(avLA-T)0�J L.1$4I'P77 tt; I,,ij tf
WM'e>PM pF LIVA IT -ED TO ''2 EED7
"fb '�=�''C? �+2• F"T'. �� TG•T}}� lyx��1J!-� OF Ti�'E
t AW> 4Le{V� WC4Z
'T_T��tt/��I G�i�i• , r� �% 1 �iG ITG��L/S-!'1 � 1T'1�
TEST HOLE LOG
TESTBY --A. VAI,/7491411.�', NiUIzPN`t' CJ,4�,
TEST DATE �' ' �� WITNESS -T— DESIGN
T.N. # 1 70,,c T.W. 2
— LEACH FIT -
F2" OF 11TO k4"
WASHED STONE
9
rFV
\
'l�� �at�i"rte..._.. � • ��s3.A9 ` s``vo
ELEV. ` y�\ a@ 03 \
C � '
�OFV'4"
WASHED STONE
— K ELEV. ELEV.
PERC RATE _MIN/IN.
FLOW RATE 1112 (GAL.IDAY)
/j ESE /• ?lv,� _ i SEPTIC TANK
> ,Nh �,,)r,� REQ'D SEPTIC TANK SIZE
BEDROOM HOUSE
sq ' 6
LEACH FACILITY
SIDE WALL fi? Ia �,� = I !U (Z,I�) : it 15 Q/D.
BOTTOM I `'z '7 { U) ""1____ l _ G/D.
TOTAL " tc'''1 - � ' ' 6" r -
W
0
LIP"S''
42MC44r,7- RK
Aprlog
Aewtil pq
,I
USE: I `� '� x LEACHING
I,�•/, v1�1y,t
' WATER ENCOUNTERED W Z r r -rwF
NOTES: (UNLESS OTHERWISE NOTED)
A Of'ca�iN OF Mq�s�
1. DATUM (MSL) 3 TAKEN FROM L- �� I 't2 QUADRANGLE MAP
2. MUNICIPAL WATER 1� AVAILABLE Tl?:Oi HY
3. PIPE PITCH: X• PER FOOT I., J; o ry r
4. DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHO-H-10-44, -s gq , yY c* ,1ANE EVANS
H-20.44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT TO# 577 No, 957,
4 FT. OR MORE OF COVER 1 O
5. MIN. GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (1) FT, i': '': 9FG1STS
6 THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE �^ i SANITAM\P
GRINDERS.
7. ALL UNSUITABLE MATERIAL WITHIN 10 FEET IN ALL DIRECTIONS FROM T E V Jr
LEACHING FACILITY SHALL BE REMOVED AND REPLACED WITH CLEAN
MEDIUM SAND.
8. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM. OF MASS. -VA4 .;A i,
STATE ENVIRONMENTAL CODE TITLE 5.
9. CONTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION.
I - CJvo - 77 7, 14.1 - _,j -Ce,.{ "
BOARD OF HEALTH
CONTOURS (EXISTING) -------------
(PROPOSED) -0-0-0-0- APPROVED DATE
MA
NOTETHIS 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
CIVIL ENGINEERS
LAND SURVEYORS
#44 Route 28, Orleans, Mass.
4A L_" C�
E:4.�'✓,t>•'� ! Oso.,
SITE PLAN
LOCUS: t'G"rr '% 0-_"I't�C 1
REF:
PREPARED FOR: _ T 1 T-
4—r- N•C1-A
SCALE ` -14 -IV
DATE 1 '" (
SECTION - SEWAGE
C TOP OF FCN
(MS L)
- SEPTIC TANK - - "D" BOX -
tNL.cr TEE c )p"
- LEACH
'2" OF I1111TO 4:"
WASHED STONE
r Ft £1�c-rf of -1SXv i PddE�lFnt? '� 84
Owe .O
hbTL� , To �T 'rte TDw� DKi t�lw n1t� `
W�T� s•JPPt-Y, T+�r_- e0AZD OF W "ZA re-
L.DADItJb iZElaJ1.,0.T10�i Lti.�)"f�i T'�E 1�>�MUt� ���-�:
A.w> `rNe mA)> I M wi►-4 bt.l-OWAm e L.AW W A ZA IS U M Il Mt, 0,
drZ 'Tb 4_
? L>ti 54 ,1T, � T+E l��At,. e OF T1kE
�aN[ YIr, A. >Isr�el�v t.a+.ID s�eve�az OF 404" . 14="
���j�� �"(�}� ��"}.� ►� WASHED STONE
L,IQiN N .�1Z.�.d► I�� ►.ICT- t:��E�' . � _f, :, ,,';' SGt , i✓i , e
R FSG+ -1 4-o'r
TEST HOLE LOG
TESTBY
TEST DATE WITNESS 1 0
DESIGN BEDROOM HOUSE fl I
T.H. 1 �p�G T.H. 2 '
,-v- ELEV. T �e__ ELEV.
rr�c„��„ �rE„ { -- PERC RATE MIN/IN. T
FLOW RATE 1 ( C (GAL./DAY)X �'> �Y�;'L. r%+
-- /� £�'�• �lo,G SEPTIC TANK
REO'D SEPTIC TANK SIZES-�' �a►i vr.±
LEACH FACILITY G
• Q''� Eay. vq,y SIDE WALL '1 I� 6 1 Ili% VIA') - iL'1 � G/D. �
BOTTOM GID.
TOTAL ►'C�t ` - n'Sd �'`I 1'
'USE: ( ) '4 '` LEACHING I 't T
.�
WATER ENCOUNTERED \%- z-' LSF
IA
NOTES: (UNLESS OTHERWISE NOTED)
1. DATUM (MSL) t TAKEN FROMh1Ta I �J _ QUADRANGLE MAP�c ��i�� NESS
2. MUNICIPAL WATER IT AVAILABLE 0 rc. G,`�3 PIPE PITCH: A' PER
4. DESIG14 OADING FOR GALL PRE -CAST UNITS: AASHO-H-10-44,
�a s�
H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT TO
4 FT. OR MORE OF COVER.
5. MIN. GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (1) FT.
6. THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE
GRINDERS.
7 ALL UNSUITABLE MATERIAL WITHIN 10 FEET IN ALL DIRECTIONS FROM T . E
6EACHING FACILITY SHALL BE REMOVED AND REPLACED WITH CLEAN
MEDIUM SAND.
8 CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM. OF MASS.
STATE ENVIRONMENTAL CODE TITLE S.
9 CONTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION.
(I -<tcC-ti,Zi--4VA4-)
BOARD OF HEALTH
V_
D DAT _ MA
CONTOURS (EXISTING)-------------
(PROPOSED)-ii--O-O--O- APPROVE
# X5778
N
4.,;
, JANE EVAN$
No. 9.57,
i
J
8
Itn';P !�
f_QlaZ44
9
i 1 • m
1 r Cot
4.0,
fit o
i I -a -
14 psi
0 0
saw
/
wFor
T.ar.t4t �to0
899. O i 21 N 100.00
I
1 Ae_ 3 S MZ
I
PF f -LA -1
I" , U, P, * tce77 r
WL.E-y. -14d, A,,l
A -e
NOTE- THIS SITE PLAN WAS NOT PREPARED FROM AN SITE PLAN
INSTRUMENT SURVEY. UNDER NO CIRCUMSTANCES ., y-
4 -
' ARE DISTANCES, BEARINGS. OR FEATURES SHOWN LOCUS: LCT F
TO BE USED TO ESTABLISH PROPERTY LINES.
East Cape Engineering -76,,��i w �i�nF r>,�. � PREPARED FOR:
CIVIL ENGINEERS' �rr
' -__
LAND SURVEYORS �1. �`✓T IvtJ
'
#44 Route 28, Orleans, Mass. C SCALE --E � j-:
DATE I
12EV , I!7 • 147' .i1 I. -+4wra AV-
OUT
IN •
OUT
IN
!'
7 d
ELEV.
�� • �J
SEPTIC
STANIK 7�'. [�/ I
OUT •
N • ,
IN-
! �J.'� r� •Q-{ _
ELEV.
ELEV.
ELEV. t
:
ELEV.
ELEV.
+
tom• 1
r Ft £1�c-rf of -1SXv i PddE�lFnt? '� 84
Owe .O
hbTL� , To �T 'rte TDw� DKi t�lw n1t� `
W�T� s•JPPt-Y, T+�r_- e0AZD OF W "ZA re-
L.DADItJb iZElaJ1.,0.T10�i Lti.�)"f�i T'�E 1�>�MUt� ���-�:
A.w> `rNe mA)> I M wi►-4 bt.l-OWAm e L.AW W A ZA IS U M Il Mt, 0,
drZ 'Tb 4_
? L>ti 54 ,1T, � T+E l��At,. e OF T1kE
�aN[ YIr, A. >Isr�el�v t.a+.ID s�eve�az OF 404" . 14="
���j�� �"(�}� ��"}.� ►� WASHED STONE
L,IQiN N .�1Z.�.d► I�� ►.ICT- t:��E�' . � _f, :, ,,';' SGt , i✓i , e
R FSG+ -1 4-o'r
TEST HOLE LOG
TESTBY
TEST DATE WITNESS 1 0
DESIGN BEDROOM HOUSE fl I
T.H. 1 �p�G T.H. 2 '
,-v- ELEV. T �e__ ELEV.
rr�c„��„ �rE„ { -- PERC RATE MIN/IN. T
FLOW RATE 1 ( C (GAL./DAY)X �'> �Y�;'L. r%+
-- /� £�'�• �lo,G SEPTIC TANK
REO'D SEPTIC TANK SIZES-�' �a►i vr.±
LEACH FACILITY G
• Q''� Eay. vq,y SIDE WALL '1 I� 6 1 Ili% VIA') - iL'1 � G/D. �
BOTTOM GID.
TOTAL ►'C�t ` - n'Sd �'`I 1'
'USE: ( ) '4 '` LEACHING I 't T
.�
WATER ENCOUNTERED \%- z-' LSF
IA
NOTES: (UNLESS OTHERWISE NOTED)
1. DATUM (MSL) t TAKEN FROMh1Ta I �J _ QUADRANGLE MAP�c ��i�� NESS
2. MUNICIPAL WATER IT AVAILABLE 0 rc. G,`�3 PIPE PITCH: A' PER
4. DESIG14 OADING FOR GALL PRE -CAST UNITS: AASHO-H-10-44,
�a s�
H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT TO
4 FT. OR MORE OF COVER.
5. MIN. GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (1) FT.
6. THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE
GRINDERS.
7 ALL UNSUITABLE MATERIAL WITHIN 10 FEET IN ALL DIRECTIONS FROM T . E
6EACHING FACILITY SHALL BE REMOVED AND REPLACED WITH CLEAN
MEDIUM SAND.
8 CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM. OF MASS.
STATE ENVIRONMENTAL CODE TITLE S.
9 CONTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION.
(I -<tcC-ti,Zi--4VA4-)
BOARD OF HEALTH
V_
D DAT _ MA
CONTOURS (EXISTING)-------------
(PROPOSED)-ii--O-O--O- APPROVE
# X5778
N
4.,;
, JANE EVAN$
No. 9.57,
i
J
8
Itn';P !�
f_QlaZ44
9
i 1 • m
1 r Cot
4.0,
fit o
i I -a -
14 psi
0 0
saw
/
wFor
T.ar.t4t �to0
899. O i 21 N 100.00
I
1 Ae_ 3 S MZ
I
PF f -LA -1
I" , U, P, * tce77 r
WL.E-y. -14d, A,,l
A -e
NOTE- THIS SITE PLAN WAS NOT PREPARED FROM AN SITE PLAN
INSTRUMENT SURVEY. UNDER NO CIRCUMSTANCES ., y-
4 -
' ARE DISTANCES, BEARINGS. OR FEATURES SHOWN LOCUS: LCT F
TO BE USED TO ESTABLISH PROPERTY LINES.
East Cape Engineering -76,,��i w �i�nF r>,�. � PREPARED FOR:
CIVIL ENGINEERS' �rr
' -__
LAND SURVEYORS �1. �`✓T IvtJ
'
#44 Route 28, Orleans, Mass. C SCALE --E � j-:
DATE I
12EV , I!7 • 147' .i1 I. -+4wra AV-