HomeMy WebLinkAbout379 Weir Road - Site Plan1
ACCESS COVER WITHIN 6" TO FIN. GRADE ACCESS COVER (WATERTIGHT)
••EL20tWITHIN 6" TO FIN. GRADE
EL -20.+///
MINIMUM .75' OF COVER OVER PRECAST
L1 3
RUN PIPE LEVEL
PROPOSED 1.500 FOR FIRST 2'
GALLON SEPTIC
EI -17. 1 L16.76 H-10
TANK (H---10-) GAS w EL16.51
BAFFLE EL16.66 og
o FLow LINE
EL16.51
CRUSHED STONE OR MECHANICAL 2' O SIDES 1
DEPTH OF FLOW =.4'
COMPACTION(15221 (15.221 [Z]) 1' ® ENDS
REQUIRED TEE SIZES:
INLET DEPTH = 10" MIN. BELOW FLOW UNE
OUTLET DEPTH = 14" MIN, BELOW THE FLOW LINE 1
2" DOUBLE WASHED PEASTONE
.OPE REQUIRED OVER SYSTEM
MA)L
2' O SIDES
1' O ENDS I I ELI
( 7 MIN. SLOPE) ( Z MIN. SLOPE)
LEGEND
1 3/4" TO 1.1/2"
DOUBLE WASHED STONE
FOUNDATION 46' SEPTIC TANK - 8'
D' BOX
2' LEACHING FACILITY
PRESOAK:
< 9" (24 GAL. < 15 MIN.)
SYSTEM
PROFILE
5' L� LEACY/ FALYL/lY AND REPLACE {117N
5'OrL'ANYFAMIT AND SQ'L YW7
EXISTING WATER LINE
(NOT TO
#10 -
SCALE) 7.1
aF,4N MEDIUM SAND.
APPROXIMATE LOCATION
iso
U
GAS SHUT OFF VALVE
MILL
POND
h
o
5'A5V0VA1 REOU/REO M 77:7 DEEP
EXISTING
BORTOLOTTI CONSTRUCTION
�9
TU BOI7DM fXL LAYER (R� C3`' LAYER C/J
SEPTIC SYSTEM
4141 APPROXIMATE LOCATION
(SEE NOTE 6)
-�
a
�� To NMDECCT & CERAFYROWVAL
I
14'
7.51'
G VEGEtAT1VE W ttAN t3
5.9 LLJJ
5.9 VW BOR N6 1 7 N7 10.3 BOTTOM OF THl EL7.0
SEE SOIL LOGS
56 /% ✓i/ /, /// S/tip\
6.3 g®
{{ T� 1 /! / 6 19.7 / 1v
4.6.6 T J�IJ. 1, 7 .0 ./ 4' / �- - 22
23
APER !ED
YARMOUTH CG":" Al r TEE
ASSESSORS MAP 126, PARCEL 41
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD.
4. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-H10.
5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO
BE USED FOR ANY OTHER PURPOSE.
6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING SEPTIC SYSTEM.
7, ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED.
S. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
10. PIPE JOINTS TO BE MADE WATERTIGHT.
11. WATER TEST D -BOX FOR LEVELNESS.
ya -S6YL
ABSLPY
/24 6 //L/ GPACr1NVX7WA
74S N-ZO
23 M!7'/ 7 ' ' Lw 571w Al ow L/�F...S/J_�S, - VARIANCE(S) REQUES fEO:
t O R' gg i / / / / / 7' OF 57CKT AT 777E ENDS
I I / / / � / / / ! - AND f4' OF S70.ME BELOW. YARMOUTH BOARD OF HEALTH REGULATION 3.7
J / / + �. REMADE AS S'iVWV MINIMUM SETBACK DISTANCE FROM THE SOIL ABSORPTION SYSTEM
_ Jf i ' TO THE BORDERING VEGETATIVE WETLAND (BVW)
701 ®.OL / / I 13.1 16. 19. / / / / / - ?6 REDUCED FROM 100' TO 88'
27. _I) /
_
\ 10.6 / / / / /! -� / - .- -- I /J- 25 _ 24SONE .
23
DTRIVE 1 1 i / '/ /�. / 19 b5A2 GALL - - K. o_, + I-.--_ 22
_ _
20. Xn $ I \ \ / I� 2° / 17.6
20'MIN
5.7\ 20.0 9 iN A 7 O.z zD. +
TH1�( \ 1 a? \ ( C l
o'-� \\� 14 i O 20.5 / 0 1 I \ \ / / ^ /
1 o v T.O.F.= EL.20.6 O D 1 N
7 \ + \ 1 x BoutL / µ
TOP OF BOG ® EL.7.5t' I 1 \ .\ / I \ p Z
ADDITION•
.420.5 z 20
/12.4 INV, OUT= EL.17.93 20.6 FISH 2
20. OND 21'
�..nT 1 1 22.6
1 20.0 _
r o \ i / �'� 2 18,5351 s.f. EaW7AGG77LYi 7t7PR17N9E'A
(0.42 cc.) EXCAYA7JA'V ANO FNSIXUAI>7 /F / / / / o
,. 9 •.`° ^' PROPOSED ! / / / / / /124/ / / ^
ADDITION o!�\�(_ _ I / / / i / / / / �'/
CD
18.`2 _ 20' 20 I' // / // / / /
7.0
- 18.71 - - - - s- - tom05
+
c \\ \ \ \ 1\ \ \�-_ -----o-F---------- - is
v-
---- -__-
11.4 ---17
W _ - --------_- !i2�'
tg --
135.00
/
/
7. \\ \ --"� + - --- ---'- ------- 14
12.7
off. 508-362-4541-- ---- - - - _ --
\\ -♦_-_ -' ------ - - - it I ,I �/ X0060
fox 508-362-9880 - _ - _ - - - - -
AD
OF
Of
down cape engineering, Inc. EE OF BOG ----_ - ------------- 7r r3�V1H
`p - `-77'-------- �o AHE yN � ARNEN.
CIVIL ENGINEERS SITE PLA =
O1ALA1
TOP OF BOG ®EL.7.5t' 8 OJALA .:, ai rytryL
LAND SURVEYORS No. 2&u$ e
SCALE: 1' =20
RFs AFCISIERE� Qa�o 'h PF$ �9
BOARD OF HEALTH ry 1 LnNOS� '�1011AL ENV
ell
939 main s . yarmouth, ma 02675
APPROVED
DATE
MA S&O'�
DATE
AAA, f
ARNE H. OJALA, P.E., P.L.S.
SEPTI I rN-� (WWE DISPOSER IS NOT ALLOWEO)
NUMBER OF BEDROOMS: 3
DESIGN FLOW: 3 SR x 110 G'D/BR = 330 G/D
USE A 330 G/P REQUIRED D SIGN FLOW
SEPTIC TANK:
330 G/D (2) = 660 G/D
USE PROPOSED 1,500 GALLON SEPTIC TANK
ACHING
SIDE AREA: 2 x 2' x (6.83'+39.5') = 185.32 SF
BOTTOM AREA: 6.83' x 39.5' = 269.79 SF
SIDES: 185.32 SF
+ BOTTOM: 269.79 SF
TOTAL: 455.11 SF
PROPOSED CAPACITY; 455.11 SF x 0.74 G/D/SF = 336.78 G/D O.K.
SEPTIC SYSTEM DESIGN DATA
DEPTH (,n.) TH1 ELEVATION
LEGEND
YARMOUTHPORT
'�'°
WATER SHUT OFF VALVE
LONG
D
FILL
PRESOAK:
< 9" (24 GAL. < 15 MIN.)
C
BOTTOM PERC:
AT 90" EL.12.5
EXISTING WATER LINE
NO WATER OBSERVED
1
MEDIUM SAND
2.5
DATE:
ENGINEER:
APPROXIMATE LOCATION
iso
U
GAS SHUT OFF VALVE
MILL
POND
h
o
TO BL LOCATED
BORTOLOTTI CONSTRUCTION
TEST
HOLE LOG
(OIL TANK IN GARAGE)
NOT
0
`
EXISTING GAS UNE
WEIR
z
TO FE LOCATED
- ,? Q
EXISTING CONTOURS
+20.0
EXISTING SPOT GRADE
LOCUS
LOW OVER HEAD WIRES
�+
ELECTRIC CABLE T.V.
I
& PHONE
�-
PROPOSED CONTOUR
x2OO
PROPOSED SPOT GRADE
TH1
SOIL TEST HOLE
LOCUS
MAP
i
SEE TEST HOLE LOG(S)
SCALE V =
1000'
ASSESSORS MAP 126, PARCEL 41
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD.
4. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-H10.
5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO
BE USED FOR ANY OTHER PURPOSE.
6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING SEPTIC SYSTEM.
7, ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED.
S. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
10. PIPE JOINTS TO BE MADE WATERTIGHT.
11. WATER TEST D -BOX FOR LEVELNESS.
ya -S6YL
ABSLPY
/24 6 //L/ GPACr1NVX7WA
74S N-ZO
23 M!7'/ 7 ' ' Lw 571w Al ow L/�F...S/J_�S, - VARIANCE(S) REQUES fEO:
t O R' gg i / / / / / 7' OF 57CKT AT 777E ENDS
I I / / / � / / / ! - AND f4' OF S70.ME BELOW. YARMOUTH BOARD OF HEALTH REGULATION 3.7
J / / + �. REMADE AS S'iVWV MINIMUM SETBACK DISTANCE FROM THE SOIL ABSORPTION SYSTEM
_ Jf i ' TO THE BORDERING VEGETATIVE WETLAND (BVW)
701 ®.OL / / I 13.1 16. 19. / / / / / - ?6 REDUCED FROM 100' TO 88'
27. _I) /
_
\ 10.6 / / / / /! -� / - .- -- I /J- 25 _ 24SONE .
23
DTRIVE 1 1 i / '/ /�. / 19 b5A2 GALL - - K. o_, + I-.--_ 22
_ _
20. Xn $ I \ \ / I� 2° / 17.6
20'MIN
5.7\ 20.0 9 iN A 7 O.z zD. +
TH1�( \ 1 a? \ ( C l
o'-� \\� 14 i O 20.5 / 0 1 I \ \ / / ^ /
1 o v T.O.F.= EL.20.6 O D 1 N
7 \ + \ 1 x BoutL / µ
TOP OF BOG ® EL.7.5t' I 1 \ .\ / I \ p Z
ADDITION•
.420.5 z 20
/12.4 INV, OUT= EL.17.93 20.6 FISH 2
20. OND 21'
�..nT 1 1 22.6
1 20.0 _
r o \ i / �'� 2 18,5351 s.f. EaW7AGG77LYi 7t7PR17N9E'A
(0.42 cc.) EXCAYA7JA'V ANO FNSIXUAI>7 /F / / / / o
,. 9 •.`° ^' PROPOSED ! / / / / / /124/ / / ^
ADDITION o!�\�(_ _ I / / / i / / / / �'/
CD
18.`2 _ 20' 20 I' // / // / / /
7.0
- 18.71 - - - - s- - tom05
+
c \\ \ \ \ 1\ \ \�-_ -----o-F---------- - is
v-
---- -__-
11.4 ---17
W _ - --------_- !i2�'
tg --
135.00
/
/
7. \\ \ --"� + - --- ---'- ------- 14
12.7
off. 508-362-4541-- ---- - - - _ --
\\ -♦_-_ -' ------ - - - it I ,I �/ X0060
fox 508-362-9880 - _ - _ - - - - -
AD
OF
Of
down cape engineering, Inc. EE OF BOG ----_ - ------------- 7r r3�V1H
`p - `-77'-------- �o AHE yN � ARNEN.
CIVIL ENGINEERS SITE PLA =
O1ALA1
TOP OF BOG ®EL.7.5t' 8 OJALA .:, ai rytryL
LAND SURVEYORS No. 2&u$ e
SCALE: 1' =20
RFs AFCISIERE� Qa�o 'h PF$ �9
BOARD OF HEALTH ry 1 LnNOS� '�1011AL ENV
ell
939 main s . yarmouth, ma 02675
APPROVED
DATE
MA S&O'�
DATE
AAA, f
ARNE H. OJALA, P.E., P.L.S.
SEPTI I rN-� (WWE DISPOSER IS NOT ALLOWEO)
NUMBER OF BEDROOMS: 3
DESIGN FLOW: 3 SR x 110 G'D/BR = 330 G/D
USE A 330 G/P REQUIRED D SIGN FLOW
SEPTIC TANK:
330 G/D (2) = 660 G/D
USE PROPOSED 1,500 GALLON SEPTIC TANK
ACHING
SIDE AREA: 2 x 2' x (6.83'+39.5') = 185.32 SF
BOTTOM AREA: 6.83' x 39.5' = 269.79 SF
SIDES: 185.32 SF
+ BOTTOM: 269.79 SF
TOTAL: 455.11 SF
PROPOSED CAPACITY; 455.11 SF x 0.74 G/D/SF = 336.78 G/D O.K.
SEPTIC SYSTEM DESIGN DATA
DEPTH (,n.) TH1 ELEVATION
SOIL CLASS:
I(SANDS. LOAMY SANDS)
0' 20.0
PERC RATE:
< 2 MPI (5 MPI DESIGN)
FILL
PRESOAK:
< 9" (24 GAL. < 15 MIN.)
UNSUITABLE
BOTTOM PERC:
AT 90" EL.12.5
72' 14.0
NO WATER OBSERVED
1
MEDIUM SAND
2.5
DATE:
ENGINEER:
12/27/99
MICHAEL S. FARIA, SE
(DOWN CAPE ENGINEERING)
158, 7 p
WITNESS:
BRUCE MURPHY, RS
EXCAVATOR:
BORTOLOTTI CONSTRUCTION
TEST
HOLE LOG
NOT
TO SCALE
TITLE 5 SITE PLAN
OF LAND IN
YARMOUTHPORT, MA
PREPARED FOR STEVE KARRAS
LOCATED AT 379 WEIR ROAD
YARMOUTHPORT, MA 02675
SCALE: 1"=20' DATE: 12-29-99
REVISED: ------
20 0 20 40 60 Feet
5i5�1