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SEPTIC PROFILE
T.O.F. AT EL. 2 t . o(NOTTo SCALL)
ACCESS COVER TO WITHIN G OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO
WITHIN G OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 7"0 �5
1 � � S MINIMUM .75' OF COVER OVER PRECAST
j 3' MAX.
1 t �•�
` - RUN PIPE LEVEL
=jI f FIRST 2'
� PROPOSED I � o
GALLON SEPTIC 1 T.55
i� TANK (H- 10 ) CSS
ti,s BAFFLE I.31 - -
(v 7L SLOPE) �r CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [23)
4 I (—L% SLOPE)
DEPTH OF FLOW - _— (_X SLOPE)
TEE SIZES:
INLET DEPTH
OUTLET DEPTH
FOUNDATION— 0 — SEPTIC TANK
JOB# a1 - -� ss
1.,ij� may,• ,'
7
C
ji
0 1 �o
D' BOX
2' DOUBLE WASHED PFA11unt-\
3/4' TO "1 1/7' DOUBLE WASHED STONE
_ LEACHING
FACILITY
TEST HOLE LOGS
ENGINEER: `Sd �6 (2
WITNESS:
DATE:
PERC. RATE = L > r11,J A J
CLASS SOILS P#—
OJ - BOARD or HEALTH
MA
(o h4r) a< KD n.aoJ (1k /a¢Io '�cAPPRO ED DATE
/� ,/LcLCJ ,2w.✓j : TSP oG T'1'%�,.IOA' -
W �JlO'i 1+� fl-Gb(J (1.'l'✓o2, b-f•IUv eR 506-362-4541
1mc 506 362-9610
.. Ig xr. (L¢.R)>r� 4{7�
t , down cape engineering, inc,
tiw oa,e-,.v >a� 5s To h, r ��
'� 4 ./1 Grw�-h•}"v�-�P�' �"'�` CIVIL ENGINEERS
T.ATTD SURVEYORS
939 main St. Yarmouth, ma 02675
SCALE: I' ?,V DATE: 0 o,-(, v 6 lan l
E. OJALA, P.E., P.L.S.
f�z�
DATE
ELEV.
ELEV.
Q
/ter �lz
;I`I
NOTES:
p" 4
0-
U.5
1. DATUM IS ! I�' ty�rJMw✓9 I L<i-IJ Ilh
SEPTIC DESIGN: (GARBAGE DISPOSER IS—H24 Dwo+��.— )
*
2. MUNICIPAL WATER IS
OESIG FLOW: OW Z BEDROOMS ( �� GPD) = 2� GPD
0Le0
3. !fiN!MUM PIPE PITCH TO BE 11ir PER FOOT.
—
USE A 2Za GPD DESIGN FLOW �f,- f iatl
`'
TANK: 220 GPD ( 1�) _ (LfDJId�
L
LOCATION MAP SCALE
1" _
to
USE
ENVIRONMENTAL CODE TITLE V.
LEACHING:
P�
I ti
USED FOR LOT UNE STAKING.
ASSESSORS MAP 30
PARCEL S Co
h
`2 4�1n
I�.m
y0�
o !� v
ZONING DISTRICT:
TOTAL: JL4 S.F. Z ti GPD
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
tlh�(31 50o UaV•.��j� rl `Ii
FROM BOARD OF HEALTH.
YARD SETBACKS:
> ��� 1 �o,I, (� e✓JtxrvS
SHALL BE I& OVERH BLE FOR ADIFYING E
10 TLOCATIONOR UTILITIES PRIOR
ALL UNDERGROUND
FRONT
TO COMMENCEMENT OF WORK.
SIDE _
SITE AND SEWAGE PLAN
►�1/SOS
LEGEND
M /�`�
REAR = ?�
OF
'7 GATAo (Z� �;T
100x0 EXISTING SPOT ELEVATION
IN THE TOWN OF:
����✓��
PLAN REF.
6 -
lu/ /.,2a✓6 L.
1 p)-- EXISTING CONTOUR
PREPARED FOR: /„� �D->t�
�I�sl���,. fin- �r esu-dFP
P¢°P.
Zo 0 �' • - o
FLOOD ZONE:
FLOOD
OJ - BOARD or HEALTH
MA
(o h4r) a< KD n.aoJ (1k /a¢Io '�cAPPRO ED DATE
/� ,/LcLCJ ,2w.✓j : TSP oG T'1'%�,.IOA' -
W �JlO'i 1+� fl-Gb(J (1.'l'✓o2, b-f•IUv eR 506-362-4541
1mc 506 362-9610
.. Ig xr. (L¢.R)>r� 4{7�
t , down cape engineering, inc,
tiw oa,e-,.v >a� 5s To h, r ��
'� 4 ./1 Grw�-h•}"v�-�P�' �"'�` CIVIL ENGINEERS
T.ATTD SURVEYORS
939 main St. Yarmouth, ma 02675
SCALE: I' ?,V DATE: 0 o,-(, v 6 lan l
E. OJALA, P.E., P.L.S.
f�z�
DATE
NOTES:
1. DATUM IS ! I�' ty�rJMw✓9 I L<i-IJ Ilh
SEPTIC DESIGN: (GARBAGE DISPOSER IS—H24 Dwo+��.— )
*
2. MUNICIPAL WATER IS
OESIG FLOW: OW Z BEDROOMS ( �� GPD) = 2� GPD
0Le0
3. !fiN!MUM PIPE PITCH TO BE 11ir PER FOOT.
USE A 2Za GPD DESIGN FLOW �f,- f iatl
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AAS H—to
TANK: 220 GPD ( 1�) _ (LfDJId�
5. PIPE JOINTS TO BE MADE WATERTIGHT.
_SEPTIC
t8
A �L GALLON SEPTIC TANK
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
USE
ENVIRONMENTAL CODE TITLE V.
LEACHING:
7. THIS PLAN IS FO R PROPOSED WORK ONLY AND NOT TO BE
i. ° 8�� ('I� �`�
2G 2
USED FOR LOT UNE STAKING.
SIDES:
133. R
S. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
BOTTOM:
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
pf•
TOTAL: JL4 S.F. Z ti GPD
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
tlh�(31 50o UaV•.��j� rl `Ii
FROM BOARD OF HEALTH.
> ��� 1 �o,I, (� e✓JtxrvS
SHALL BE I& OVERH BLE FOR ADIFYING E
10 TLOCATIONOR UTILITIES PRIOR
ALL UNDERGROUND
TO COMMENCEMENT OF WORK.
SITE AND SEWAGE PLAN
LEGEND
100.0 PROPOSED SPOT ELEVATION
OF
'7 GATAo (Z� �;T
100x0 EXISTING SPOT ELEVATION
IN THE TOWN OF:
100 PROPOSED CONTOUR
1 p)-- EXISTING CONTOUR
PREPARED FOR: /„� �D->t�
�I�sl���,. fin- �r esu-dFP
P¢°P.
Zo 0 �' • - o
OJ - BOARD or HEALTH
MA
(o h4r) a< KD n.aoJ (1k /a¢Io '�cAPPRO ED DATE
/� ,/LcLCJ ,2w.✓j : TSP oG T'1'%�,.IOA' -
W �JlO'i 1+� fl-Gb(J (1.'l'✓o2, b-f•IUv eR 506-362-4541
1mc 506 362-9610
.. Ig xr. (L¢.R)>r� 4{7�
t , down cape engineering, inc,
tiw oa,e-,.v >a� 5s To h, r ��
'� 4 ./1 Grw�-h•}"v�-�P�' �"'�` CIVIL ENGINEERS
T.ATTD SURVEYORS
939 main St. Yarmouth, ma 02675
SCALE: I' ?,V DATE: 0 o,-(, v 6 lan l
E. OJALA, P.E., P.L.S.
f�z�
DATE
SEPTIC PROFILE
T.O.F. AT EL 2- . a
ACCESS COVER TO WITHIN Cr OF FIN. GRADE (NWAS)
TO �
ACCESS COVER (WATERTIGHT) TO
ti 'L S MINIMUM .75' OF COVER OVER PRECAST WITHIN L3. OF FIN. GRADE
4
' _RUN PIPE LEVEL
O , FOR FIRST 2' -
PROPOSED 1
GALLON SEPTIC 1 T.55
Sem°-�3, 4�(• TANK (H- lO) GAS
BAFFLE 1 .Al
•(v Y SLOPS CRUSHED STONE OR MECHANICAL c
41 COMPACTION. (15.221 [2p
DEPTH OF FLOW (—Lx SLOPS ( x SLOPE
TEE SIZES:
INLET DEPTH Ja
oUTLET DEPTH a
FOUNDATION (Q' — SEPTIC TANK IS D' BOX
2% SLOPE REQUIRED OVER SYSTEM
/ 2' DOUBLE WASHED PEASTONE \
3/4" TO 1 1/2" DOUBLE WASHED STONE'
y' LEACHING
FACILITY
VIA- yo
rr 4-
u ui�r Il m'fo s -t + 14 IS
J
/ o
/
r F �,.ro
i
1 '3.0
1p
01.161�L -
TEST HOLE LOGS
ENGINEER:
WITNESS:
DATE:
PERC. RATE _ /_ -y r'A I IJ zI
CLASS SOILS P#/_71�
-
4
A
tr. �
l o Ira-
�.g .
`/(o
L
1-�i/res
IN/ Lk a'&va
ELEV.
U-5
9
i
Jt
I �
t
LOCATION MAP SCALE 1' _
ASSESSORS MAP !1O PARCEL S
v ZONING DISTRICT:
YARD SETBACKS:
FRONT = 5ja'
SIDE = co'
REAR = ?�
PLAN REF. G
FLOOD ZONE: G µousE�
NOTES:
No
SEPTIC DESIGN: (GARBAGE DISPOSER IS 00-f PwOr•1'D ) 1. DATUM IS _ NtltvO ' t�irJMvr� ��o-t 1 Ilii Q.Jda ,
DESIGN FLOW: 2 BEDROOMS ( 10 GPD) = 22-0 GPD & 2. MUNICIPAL WATER IS A✓ASI-a P��
JSE A 224 GPD DESIGN FLOW OGeo 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
n F�1� I,i lo►I 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AA H- (�
B SEPTIC TANK: 22x7 GPD ( Y) _ r2�J I r�4
5. PIPE JOINTS TO BE MADE WATERTIGHT. wP° `f"" 'f ¢�sg✓� w 0- 70
/ USE A J2fJL GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING: ENVIRONMENTAL CODE TITLE V.
SIDES: 26.$ 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
� ' �.S�L��. —gB.S�
26.5 r r�.S3 1 i 133. USED FOR LOT LINE STAKING.
�} J
BOTTOM: Q 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
k sz' 7 O(�� P1' TOTAL 17 L 4 S.F. 2 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
�
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
• O I // a O (3) 5o0 UbL• 1 �Aia I r11 `/i FROM BOARD OF HEALTH.
10. ,s' / _ `'7oaw �'= �c.1�7 I' �D11� �? e✓1v �5
� � � i ., CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
p
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
2 " (� LEGEND
SITE AND SEWAGE PLAN
i9 ri { 100.0 PROPOSED SPOT ELEVATION OF
Al q
100x0 EXISTING SPOT ELEVATION
100 IN THE TOWN OF:
z) , �� ,� d -0 PROPOSED CONTOUR
/ ` ` W ��t� � (2
l v 1 J
-- — 10 — — EXISTING CONTOUR
ti PREPARED FOR:
ewe. G��eJ4. r7-'( ,�b-1�-�t?i
20 0 ?.o
oUc L / a
]BOARD OF EMAM
'(arl,1 o f K6.2.aoJ'(4F ✓bQ.IPri(.(r —MA ° \
/ 2tas to-, o : -TOe of rvJ..Iop. 1 APPROVED DATE SCALE: I ' � DATE do ✓. y � I�l°1`�
W
IP
�somm e W
SM Qf SH OF M
rv'ft O4-5 Alf, down cape engineering, inc.
' pr1. p.- �r.10 OOXI.)EI.Ai I"'�GFLiyb,� Ta A -Ir 40x4
WITS vA¢yr� ✓Ir�ki.i, , N_Crr��(-��.��P`I� CIVIL ENGINEERStav,L = 2W4 y
Nts�G-21 t - : Q fi 1 N .�40�ri-lJ 1a �mY2 o Na 263as ,oQ
Gv�Av2�T� 1h ZaGcslrl�p . LAPID SURVEYORS
a taro /712
.TOB# 939 main st. Yarmouth, ma 02675. /
a`i-�,ss
H. OJALA, P.E.. P.L.S. DOTS