HomeMy WebLinkAboutEngineered Plan - Rev. 1986■'.
SECTION - SEWAGE
/ - SEPTIC TANK -. Z - "D" BOX - 3 /
= LEACH P I -r
TOP OF FON
(MSL):► ..2.. OF t/ITO 4z..
r O WASHED STONE
�t
IN • ��. ,
OUT•
IN • QU7 • . �'
I dao G IIV
t NK
ELEV. ELEV. ELEV. ELEV.
46.5; 1 46-S
ELEV. ELEV.
42.28 -
2/
WASHEO STONE
es
oe w,
42.28 -
2/
WASHEO STONE
TEST HOLE LOG
0AvEaMhS (54A4) zo�—,
TEST BY
TEST DATEL, zOt 1285 WITNESS BEDROOM HOUSE
DESIGN. . r7D� \'
T.H: ,r 1 T.H. * 2 `I ��,. , 7<7 mac., _ •
00'= C ELEV. 50.0 ELEV.
12 f0 �{ �,O L NO
DISPOSER DISPOSER �I i
24 48.o PERC RATE. MIN/IN.. ��
Z
FLOW RATE 20 -(GAL./DAY) 22ca T:
SEPTIC TANK 2203 X . (15)= 3 ,2
REO'DsEPTC TANK SIZE 10 oc7
48
•ronl E ;�I.
/o$" 4(.10LEACH FACILITY—
SIDE WALL ?i OO)lo I �. (2.5) a 4 ► 2 G/D. A7
�1 M BOTTOM. ho>24- = 78,s (�, o) : 7e?•5 G/D. v
PFa2G LTi~ TOTAL
1
BF_.L.ICH MAIZ-K.
AA AN T
/Sv 3+5,0^10 USE:
SNl�= 'LEACHING
�CHoIN�G 7FFFtT W tTli- I
O+C�N1J3DL'r t 2ss
t4YrJRAt, <
WATER ENCOUNTERED
' !o' ���EcT►�f�... z'��'T� � � o� � \�\ �� ``�15�, �.�./ATtot•l — 4�.Z.
NOTES: (UNLESS. OTHERWISE NOTED) I� �• h1tnT+} SQ,��,
1. DATUM (MSQ r TAKEN FROM QUADRANGLE MAP
2. MUNICIPAL WATER---IAVAILABLE -�`
3. PIPE PITCH: 4r" PER FOOT �y 4� _`�
4. DESIGN LOADING FOR RLL PRE -CAST UNITS: AASHO . H-2.0 -44 6(0
S. MIH. GROUND COVER OVER ALL SEWAGE FACILITIES: (1) FT. Liµ Gf E ��� +6. PIPE JOINTS SHALL BE MADE WATERTIGHT
�-
7. CONSTRUCT ON DETAILS TO BE ACCORDANCE WITH COMM. OF MASS.
STATE ENVIRONMENTAL CODE TITLE S ARNE SITE PLAN
`a. �c> OJA OF s LOCUS:_T_ �Pp` �T'�LI✓1�I.1�fC�IG�`i
Solt-- �ci �L I✓��T40).1 I� 'I" REG. -w • EER I ARNEH.
s��ti�� r3Etl►titD .. 122
t(.r✓44� K�?L V�1t'T kt Gt-EAI•E NiEZ7EUNj S ),l �i i �''' 'L E" ' o JA A, N REF: fi���,f 1,A >LJ f�
1'rU IZ- I O 12R� l US -- DC7 t)�t "("� GST I F 1'' I dowo CQp@ �,%b �%1 a@r��8 �°o� � PREPARED FOR: (�i•11.1f � L�LO►�A.rc 1�
CIVIL ENGINEERS
LANDSURVEYORS -- -
BOARD OF HEALTH REG. OR REN. 4/4/6(1_
o .!
g'� 1Aa{A $1tw � 2 �- �� gr?
(EXISTING) - ;J� 3
CONTOURS (PROPOSED) -O�-O-O- APPROVED DATE �/� Y(� Moy'() { , MA Y SCALE
DATE'
�1
m
_ cP
V`
TEST HOLE LOG
0AvEaMhS (54A4) zo�—,
TEST BY
TEST DATEL, zOt 1285 WITNESS BEDROOM HOUSE
DESIGN. . r7D� \'
T.H: ,r 1 T.H. * 2 `I ��,. , 7<7 mac., _ •
00'= C ELEV. 50.0 ELEV.
12 f0 �{ �,O L NO
DISPOSER DISPOSER �I i
24 48.o PERC RATE. MIN/IN.. ��
Z
FLOW RATE 20 -(GAL./DAY) 22ca T:
SEPTIC TANK 2203 X . (15)= 3 ,2
REO'DsEPTC TANK SIZE 10 oc7
48
•ronl E ;�I.
/o$" 4(.10LEACH FACILITY—
SIDE WALL ?i OO)lo I �. (2.5) a 4 ► 2 G/D. A7
�1 M BOTTOM. ho>24- = 78,s (�, o) : 7e?•5 G/D. v
PFa2G LTi~ TOTAL
1
BF_.L.ICH MAIZ-K.
AA AN T
/Sv 3+5,0^10 USE:
SNl�= 'LEACHING
�CHoIN�G 7FFFtT W tTli- I
O+C�N1J3DL'r t 2ss
t4YrJRAt, <
WATER ENCOUNTERED
' !o' ���EcT►�f�... z'��'T� � � o� � \�\ �� ``�15�, �.�./ATtot•l — 4�.Z.
NOTES: (UNLESS. OTHERWISE NOTED) I� �• h1tnT+} SQ,��,
1. DATUM (MSQ r TAKEN FROM QUADRANGLE MAP
2. MUNICIPAL WATER---IAVAILABLE -�`
3. PIPE PITCH: 4r" PER FOOT �y 4� _`�
4. DESIGN LOADING FOR RLL PRE -CAST UNITS: AASHO . H-2.0 -44 6(0
S. MIH. GROUND COVER OVER ALL SEWAGE FACILITIES: (1) FT. Liµ Gf E ��� +6. PIPE JOINTS SHALL BE MADE WATERTIGHT
�-
7. CONSTRUCT ON DETAILS TO BE ACCORDANCE WITH COMM. OF MASS.
STATE ENVIRONMENTAL CODE TITLE S ARNE SITE PLAN
`a. �c> OJA OF s LOCUS:_T_ �Pp` �T'�LI✓1�I.1�fC�IG�`i
Solt-- �ci �L I✓��T40).1 I� 'I" REG. -w • EER I ARNEH.
s��ti�� r3Etl►titD .. 122
t(.r✓44� K�?L V�1t'T kt Gt-EAI•E NiEZ7EUNj S ),l �i i �''' 'L E" ' o JA A, N REF: fi���,f 1,A >LJ f�
1'rU IZ- I O 12R� l US -- DC7 t)�t "("� GST I F 1'' I dowo CQp@ �,%b �%1 a@r��8 �°o� � PREPARED FOR: (�i•11.1f � L�LO►�A.rc 1�
CIVIL ENGINEERS
LANDSURVEYORS -- -
BOARD OF HEALTH REG. OR REN. 4/4/6(1_
o .!
g'� 1Aa{A $1tw � 2 �- �� gr?
(EXISTING) - ;J� 3
CONTOURS (PROPOSED) -O�-O-O- APPROVED DATE �/� Y(� Moy'() { , MA Y SCALE
DATE'