HomeMy WebLinkAbout58 Cove View Drive - Site PlanSYSTEM PROFILE
TOP FNDN = 42.3' NOT To SCALE)
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (
ACCESS COVER (WATERTIGHT) TO
41.5' 40.6' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
39.0'
PROPOSED 1500
GALLON SEPTIC
38.70' TANK (H- 10 )
MIN
( 2 %SLOPE)
,DEPTH OF FLOW = 4
TEE SIZES:
INLET DEPTH _ 10"
OUTLET DEPTH = 14
RUN PIPE LEVEL
FOR FIRST 2'
38.45' �-
GAS �� 37.83'
BAFFLE 38.0' ��
CRUSHED STONE OR MECHANICAL
4PACTION. (15.221 [2])
(-±-% SLOPE)
2% SLOPE REQUIRED OVER SYSTEM 40.6'
3/4" TO 1 1/2" DOUBLE WASHED STONE
FOUNDATION- 14' SEPTIC TANK 8' D' BOX 3'
UTILITY 1 L& I'�
POLE -T qp 59uS5
GAS
g0AID
Of PP HENS .-'l� ,2 73u <\ O(@ ,95NA1N
G1100
NK
BA E°GE x R 6�
T�IGii ^yl' J LOT 11 42.
HIGH RT. H a m 41.17 70
UTILITY 4095 RPL` FENGE 23,116 SIT s DE Tile,
40,24
POLE NTH N WA044® 40.75 41.
726 TH1
40,74=1 0.00 \
2 �'. +40.8 11
\
747 o
19' '+40.5 +40.60 39.42
7,_ii
40.97
4061
� o �
44.4 GAR +41.04 35.T
ti
ZVI
20 �0 1
PROP. \ m
x DWELL. 1 drain U b
Basemen \
ao +40 6o TF = 42.3' , �1 +a. 323
5
04
o
3
>� W t
t \ o
Ul
W+40.82
O 1 W
74C
+40.05
99-025
LEACHING
FACILITY
35.5
6.3'
TH2 EL. 29.2'
TOWN OF "ARMOUTH VARIANCE REQUESTED: TOP OF
FOUNDATICN TO BE 1.26' ABOVE HIGH POINT IN ROAD
(0.74' VAR ANCE REQUESTED)
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA, PE, PLS
WITNESS: AMY VON HONE, RS
DATE: MARCH 24, 1999
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
P
15y
0
LOCUS MAP SCALE 1" = 2000'
ASSESSORS MAP 91 PARCEL 221
ZONING DISTRICT:
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
PLAN REF. - 435/87
FLOOD ZONE: C
tFv
ELEV.
Q
144"
0"
( 29.2'
40.6' 0"
41.2'
0 & A
0 & A
NOTES:
NO WATER ENCOUNTERED
LS
SEPTIC DESIGN: (GARBAGE DISPOSER
LS
1.
10"
10YR 4/2
12„
10YR 4/2
<.
T AVAILABLE
'rv,v rwir L bVAi�rc
USE A 440 GPD DESIGN FLOW
B
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
SEPTIC TANK: 440 GPD ( 2 )
= 880
4,
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
LS
5.
B
500
USE A _ _ GALLON SEPTIC
-
34"
2.5Y 5/4
37.7'
36"
LS
2.5Y 5/4
38.2'
ENVIRONMENTAL CODE TITLE V.
2(40.5 + 9.83) 2
(.74) = 149
7.
C
SIDES:
C
USED FOR LOT LINE STAKING.
MS
(.74) = 294
MS
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL: 599 S.F.
2.5Y 6/6
9.
2.5Y 6/6
USE (6) H-20 HIGH CAPACITY
P
15y
0
LOCUS MAP SCALE 1" = 2000'
ASSESSORS MAP 91 PARCEL 221
ZONING DISTRICT:
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
PLAN REF. - 435/87
FLOOD ZONE: C
�98D p°° LEGEND
0.97 \ 100.0 PROPOSED SPOT ELEVATION
40. '1
DRAI AGE�o
MAN LE ll 11t 68 100x0 EXISTING SPOT ELEVATION
� O
cov Rs o
o 0 100 PROPOSED CONTOUR
N +47 J7 �� �O
1 J?47
I BENCHMARK 100 EXISTING CONTOUR
i CATCH BASIN
\ X3;3 I ELEV = 37.4T
\\\\ +40.17 ; NGVD
100.00' 846 37.26
L07 12 +39.75
7i
39_Z 4
EXISTING 3r' 39
HOUSE 39,96
BOARD OF HEALTH
I �y
i CCS; 1, MA
APP OVED DATE
I
1 off 508-362-4541
fax 508 362-9680
38 k�6
36.94 down cape engineering, inc.
CIVIL ENGINEERS
+36414 LAND SURVEYORS
939 main st, yarmouth, ma 02675
TITLE 5 SITE PLAN
OF 58 COVE VIEW DRIVE
IN THE TOWN OF:
(S 0 UTH) YARMOUTH
PREPARED FOR: LINDA GILLIS
20 0 20 40 60 Feet
SCALE: 1" = 20' DATE: MARCH 8, 2000
REV, PARCH 29, 2000 (WL)
�E3N OF IyyJ'
r Of 4r4, o�� �r�
P` ARNE H. �G
ARNE�?, � OJALA y
A " CIVIL �,
oJALA �% No 0792
No. 26's4i: o .o
OJALA, P.L.S. DFA -TE T2U1, 3121`2 O
/.srsr�s�
120"
I
130.6'
144"
I
( 29.2'
NOTES:
NO WATER ENCOUNTERED
SEPTIC DESIGN: (GARBAGE DISPOSER
IS NOT ALLOWED )
1.
DATUM IS NGVD
4
DESIGN FLOW: _- BEDROOMS
110 r •, 4.40
l_ r Gr D
<.
T AVAILABLE
'rv,v rwir L bVAi�rc
USE A 440 GPD DESIGN FLOW
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
SEPTIC TANK: 440 GPD ( 2 )
= 880
4,
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
500
USE A _ _ GALLON SEPTIC
-
TANK
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
ENVIRONMENTAL CODE TITLE V.
2(40.5 + 9.83) 2
(.74) = 149
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
SIDES:
USED FOR LOT LINE STAKING.
40.5 x 9.83
BOTTOM:
(.74) = 294
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL: 599 S.F.
443 GPD
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
USE (6) H-20 HIGH CAPACITY
INFILTRATORS WITH
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
3.5' STONE AT SIDES, 1.5' AT
ENDS AND 14" UNDER
10, WATER TEST D'BOX FOR LEVELNESS
�98D p°° LEGEND
0.97 \ 100.0 PROPOSED SPOT ELEVATION
40. '1
DRAI AGE�o
MAN LE ll 11t 68 100x0 EXISTING SPOT ELEVATION
� O
cov Rs o
o 0 100 PROPOSED CONTOUR
N +47 J7 �� �O
1 J?47
I BENCHMARK 100 EXISTING CONTOUR
i CATCH BASIN
\ X3;3 I ELEV = 37.4T
\\\\ +40.17 ; NGVD
100.00' 846 37.26
L07 12 +39.75
7i
39_Z 4
EXISTING 3r' 39
HOUSE 39,96
BOARD OF HEALTH
I �y
i CCS; 1, MA
APP OVED DATE
I
1 off 508-362-4541
fax 508 362-9680
38 k�6
36.94 down cape engineering, inc.
CIVIL ENGINEERS
+36414 LAND SURVEYORS
939 main st, yarmouth, ma 02675
TITLE 5 SITE PLAN
OF 58 COVE VIEW DRIVE
IN THE TOWN OF:
(S 0 UTH) YARMOUTH
PREPARED FOR: LINDA GILLIS
20 0 20 40 60 Feet
SCALE: 1" = 20' DATE: MARCH 8, 2000
REV, PARCH 29, 2000 (WL)
�E3N OF IyyJ'
r Of 4r4, o�� �r�
P` ARNE H. �G
ARNE�?, � OJALA y
A " CIVIL �,
oJALA �% No 0792
No. 26's4i: o .o
OJALA, P.L.S. DFA -TE T2U1, 3121`2 O
/.srsr�s�