HomeMy WebLinkAboutEngineered Plan - 1983SECTION - SEWAGE
TEST HOLE LOG
TEST BY
TEST DATE
T. H. 1 41.x
rj• �"� ELEV
I-OA
24" +\ -set.�
54
t'Lo'
Ft.
- SEPTIC TANK -
)A I ti. --mv, oF' vx>u"a.
7_0 -4 ABc*4s "Ir.•4 Yt•; ,ti. ?-Oohr>
- "D" BOX - - LEACH
C.%. cave G.ttA-oE
IN OU7'•
IN ,---
OUT J T
4.7
SEPTIC TANK
WASHED STONE
ELEV. ELEV.
ELEV.
ELEV
'b"jm- C CaV_% G w,AN , -!. ?:,. O. t_1 .
WITNESS
DESIGN
1••, - Z,Q _ -O-p
OF '4TO',"
WASHED STONE
I ,
BEDROOM HOUSE
T.H.#2
ELEV. NO
Z DISPOSER DISPOSER
PERC RATE MIN/IN.
j
FLOW RATE 2 -2 (GAL./DAY) 3 C1
SEPTIC TANK
REO'D SEPTIC TANK SIZE Qq�
I
LEACH FACILITY > _ IZ� C�tb 3, ��• 0
SIDE WALLnfz. G/D.
BOTTOM ;ko)i i4 I'V5 _(,.v) �fs;s G/D.
TOTAL = 2-04 .1
3I .g, _
USE: _ �`- LEACHING
_._ V 2 WATER ENCOUNTERED
NOTES: (UNLESS OTHERWISE NOTED)
-t>Iamti^.tts
1. DATUM (MSL) + TAKEN FROM _----
_------
___.---_ ...................QUADRANGLE MAP
,2, MUNICIPAL WATER _._...... 1t�_________._–..__.__.__-_AVAILABLE
3. PIPE PITCH: 114" PER FOOT
4. DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHO - "�� -44
5. MIN. GROUND COVER OVER ALL SEWAGE FACILITIES: (1) FT.
6. PIPE JOINTS SHALL BE MADE WATER TIGHT
7. CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM. OF MASS.
STATE ENVIRONMENTAL CODE TITLE 5
OF Afwl�zl,
ARNE
H.
vg 4
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\•., �� SUREG. F
1
ARNE. N.
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Z GINEER
BOARD OF HEALTH
CONTOURS (EXISTING)------------- UT."
(PROPOSED)–O–O–O–O– APPROVED .___.__—__ _.._.__ DATE MA
a�
t4-,—�1,�woi t } r
4► vaA
j } a
_CST
(>-- DISTANCE AS CERTIFIED
I HEREBY CERTIFY THAT THE BUILDING
SHOWN ON THIS PLAN IS LOCATED ON THE
GROUND AS SHOWN HEREON & THAT IT---
CONFORM
T_ -CONFORM TO THE ZONING BY LAWS OF THE
TOWN OF - _
WHEN CONSTRUCTED. DATE. _-
down cope engineering
T CIVIL ENGINEERS
LANDSURVEYORS
Y,urn()uth4ffjjjj0M, MA
•-•Ti•;E_ Tpi'� �i�- F�'au►.�'�Ai"�G>4J 1�.. N
-T:afM.l • -L 'ST•. zCrIE_. "t Grp �t�G�l ",r I I•
SITE PLAN
LOCUS:' t- tt.►5 -P41 -
REF:
PREPARED FOR:
G. "i✓2it`C' Wc� oD i�u 1 L
REG. LAND SURVEYOR ��� t0 ZL� D�j
SCALE- �
DATE
I{
4.7
OF 3/4" - 142"
WASHED STONE
BEDROOM HOUSE
T.H.#2
ELEV. NO
Z DISPOSER DISPOSER
PERC RATE MIN/IN.
j
FLOW RATE 2 -2 (GAL./DAY) 3 C1
SEPTIC TANK
REO'D SEPTIC TANK SIZE Qq�
I
LEACH FACILITY > _ IZ� C�tb 3, ��• 0
SIDE WALLnfz. G/D.
BOTTOM ;ko)i i4 I'V5 _(,.v) �fs;s G/D.
TOTAL = 2-04 .1
3I .g, _
USE: _ �`- LEACHING
_._ V 2 WATER ENCOUNTERED
NOTES: (UNLESS OTHERWISE NOTED)
-t>Iamti^.tts
1. DATUM (MSL) + TAKEN FROM _----
_------
___.---_ ...................QUADRANGLE MAP
,2, MUNICIPAL WATER _._...... 1t�_________._–..__.__.__-_AVAILABLE
3. PIPE PITCH: 114" PER FOOT
4. DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHO - "�� -44
5. MIN. GROUND COVER OVER ALL SEWAGE FACILITIES: (1) FT.
6. PIPE JOINTS SHALL BE MADE WATER TIGHT
7. CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM. OF MASS.
STATE ENVIRONMENTAL CODE TITLE 5
OF Afwl�zl,
ARNE
H.
vg 4
�•� �q gEr,IM �c -
\•., �� SUREG. F
1
ARNE. N.
OJ )
N Ii;`l'd I
Grr F • . i�
Z GINEER
BOARD OF HEALTH
CONTOURS (EXISTING)------------- UT."
(PROPOSED)–O–O–O–O– APPROVED .___.__—__ _.._.__ DATE MA
a�
t4-,—�1,�woi t } r
4► vaA
j } a
_CST
(>-- DISTANCE AS CERTIFIED
I HEREBY CERTIFY THAT THE BUILDING
SHOWN ON THIS PLAN IS LOCATED ON THE
GROUND AS SHOWN HEREON & THAT IT---
CONFORM
T_ -CONFORM TO THE ZONING BY LAWS OF THE
TOWN OF - _
WHEN CONSTRUCTED. DATE. _-
down cope engineering
T CIVIL ENGINEERS
LANDSURVEYORS
Y,urn()uth4ffjjjj0M, MA
•-•Ti•;E_ Tpi'� �i�- F�'au►.�'�Ai"�G>4J 1�.. N
-T:afM.l • -L 'ST•. zCrIE_. "t Grp �t�G�l ",r I I•
SITE PLAN
LOCUS:' t- tt.►5 -P41 -
REF:
PREPARED FOR:
G. "i✓2it`C' Wc� oD i�u 1 L
REG. LAND SURVEYOR ��� t0 ZL� D�j
SCALE- �
DATE