HomeMy WebLinkAbout190 River Street - Site Plan1 �
I b
I SYSTEM PROFILE
TOP FNDN. ATI, EL: 1 1.7'ACCESSNOT TO SCALE)
COVER TO WITHIN 6" OF FIN. GRADE �
/- ACCESS COVER (WATERTIGHT) TO
l,j 11.1' MINIMUM .75' OF COVER OVER PRECAST �! WITHIN 6" OF FIN GRADE
- I
RUN PIPE LEVEL
�^^ .FOR FIRST 2'
' PROPOSED 1 5V VV
I L 2, GALLON SEPTIC 6 87'
9 'TANK (H-,.Jv J GAS & g•49'
BAFFLE 8.66' ��
(� % SLOPE) 6" CRUSHED STONE OR MECHANICAL
I. i. ... COMPACTION. (15,221 [2])
i DEPTH OF FLOW `)�. (-!-% SLOPE) (-L-7 SLOPE)
°TEE SIZES:
• , • - I. I INLET DEPTH 10"
I. 'OUTLET DEPTH = 14"
FOUNDATION -I :;l l' - SEPTIC TANK 21'
NOTE:
FLOODZONE
FOUNDATION DESIGN
BY OTHERS. ,
FINAL GRADING AROUND
FOUNDATION TO BE IN
ACCORDANCE WITH FEMA
FLOODZONE STANDARDS. -
EXISTING SAS
CONSISTING OF 3 FLO
DIFFUSORS PER AS
BUILT CARD AT BOH
EXIST. IS IN AREA OF PROPOSED
PAVED SYSTEM
. � .., DRIVE
K8.38,3 125.90'
p 8.
ToFF4FF R yF I +I-B;e - - - - - - e.i C�TH- - -
o 10.5'-_
,tig. 1 RESERV - I m
8 B'f (765
8.3 ` I a 33.25' 33.25'
.-- - ----- 8.5
1 8 8.3 I O O ESXIST. S
I
,., I .1 8.1 / I 1 .NII YIYi.
®
1-
i
C
I,
10
10YR 3/2
A/E
LS
I�
w
Bw
�I
32"
1OYR 4/6
5.43 '
:RG19
Cl
MCS
,
72"
OBS WATER
2.1'
x
14"
C2
I
Ir
2.5Y 5/3
100"
I
0.23'
3
7_
1
I
1
16"
8.21
L=40.78'
R=25.00'
I
I
05-44 7
I�ZnI,� 'n'•�4
22"
oylo
=<1A
0 s
uI rq m
FYI 0
r �
t7
8.7
DECK
22" OAK
OLT 88f
u
ae-X: F7 X-
--+ 78 - -
FT
-8
RI VER STREET
30"
D' BOX
Lm
Lm
22"ILOCUST
�
0.58'
2% SLOPE REOUIRED OVER SYSTEM
2" DOUBLE WASHED
3/4" TO 1 1/2" DOUBLE WASHED STONE
3• LEACHING
FACILITY
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND.
PROVIDE APPROX. 103' OF 40
MIL LINER AT WESTERLY,
NORTHERLY AND EASTERLY SIDES
OF SAS, AT LIMIT OF REMOVAL,
AS SHOWN. TOP AT ELEV. 8.9',
BOTTOM AT ELEV. 4.9'
0
rn
PROVIDE INSULATING .9•.ANKEf
OVER EXIT SEWER LINE. FROM
DWELLING TO PROPOSED SEPTIC
TANK.
0
v-
- PROP. DWELLING
TOP FNDN = 11.7'
BENCH MARK - CTR OF
C.BASIN EL. = 7.8
•ii,l LJ I t1LJLt LLJhJ .I`I_(;II^.P' 13'I I''
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADEENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE: 6/8/05
8.9' PERC. RATE < 2 MIN/INCH
CLASS I SOILS
�S 7,9' ELEV.
„ 4 ,
0 8.1
5'
USE ADJ. WATER AT ELEV. 2.9' PI
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN FLOW: 5_ BEDROOMS (110 GPD) = 550 GPD
USE A J50 GPC DESIGN FLo
SEPTIC TANK: 550 GPD ( 2 ) = 1100
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: 2(33.25 +10.83)(.58)(,74)]2 = 75
BOTTOM: 2(33.25 x 10.83) (.74) = 532
TOTAL: 821 S.F. 607 GPD
USE (10) STANDARD INFILTRATORS IN CONFIGURATION
SHOWN, WITH 4' STONE AT SIDES AND 1' AT ENDS
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
fax 508 362-9880
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yarmouth, ma. 02675
MA
I
i
a
5o BASS RN£R PARKWAY
LOCUS
it
RIVER ST.
[-LOCATION MAP nts
ASSESSORS MAP 34 PARCEL 288
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
FLOOD ZONE: All ELEV, 11
GROUNDWATER ADJUSTMENT DATA
WELL: MIW 29
ZONE: A
ADJ: 0.8' -
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER :S AVAILABLE
3. MINIMUM PIPE PI11H TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO EE MADE WATERTIGHT,
6. CONSTRUCTION DETAILS TO -BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. PUMP & REMOVE EXISTING SEPTIC SYSTEM
TITLE 5 SITE PLAN
OF 190 RIVER STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: WINDSWEPT HOMES
20 0 20 40 60
SCALE: 1" = 20' DATE: SEPTEMBER 27, 2005
ARNE H. OJALA, P.E., P.L.S.
/o /Z D r
DATE
01%
0
AID
SL
10
10YR 3/2
A/E
LS
15"
1OYR 4/1
Bw
LMS
32"
1OYR 4/6
5.43 '
:RG19
Cl
MCS
72"
OBS WATER
2.1'
82"
2.5Y 6/4
C2
VFS
2.5Y 5/3
100"
0.23'
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN FLOW: 5_ BEDROOMS (110 GPD) = 550 GPD
USE A J50 GPC DESIGN FLo
SEPTIC TANK: 550 GPD ( 2 ) = 1100
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: 2(33.25 +10.83)(.58)(,74)]2 = 75
BOTTOM: 2(33.25 x 10.83) (.74) = 532
TOTAL: 821 S.F. 607 GPD
USE (10) STANDARD INFILTRATORS IN CONFIGURATION
SHOWN, WITH 4' STONE AT SIDES AND 1' AT ENDS
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 EXISTING CONTOUR
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
fax 508 362-9880
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yarmouth, ma. 02675
MA
I
i
a
5o BASS RN£R PARKWAY
LOCUS
it
RIVER ST.
[-LOCATION MAP nts
ASSESSORS MAP 34 PARCEL 288
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
FLOOD ZONE: All ELEV, 11
GROUNDWATER ADJUSTMENT DATA
WELL: MIW 29
ZONE: A
ADJ: 0.8' -
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER :S AVAILABLE
3. MINIMUM PIPE PI11H TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO EE MADE WATERTIGHT,
6. CONSTRUCTION DETAILS TO -BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. PUMP & REMOVE EXISTING SEPTIC SYSTEM
TITLE 5 SITE PLAN
OF 190 RIVER STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: WINDSWEPT HOMES
20 0 20 40 60
SCALE: 1" = 20' DATE: SEPTEMBER 27, 2005
ARNE H. OJALA, P.E., P.L.S.
/o /Z D r
DATE
01%
0