HomeMy WebLinkAbout11 Willow Lane - Site Plan -9/30/2004MAIN DWELLING SYSTEM PROFILE
TOP FNDN. AT EL. 10.9' TEST HOLE LOGS
+ ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN
ACCESS COVER (WATERTIGHT) TO 6" OF. FINISH GRADE ENGINEER- LISA LYONS, RS
MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM t
11.17 MIN WITNESS: AMY VON HONE, RS
8.10' ZQ0 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTANE 12' MIN. COVER REQUIRED 8/26/04
V FOR FIRST 2' DATE:
(PROP.) PROPOSED 1500 10.17 PERC. RATE _ < 2 MIN/INCH -
7.25' GALLON SEPTIC 7.0' ITEE f
TANK (H- ) GAS 9.75' o CLAS$ SCILS P#
WATERPROOF BAFF00.84'.01'
( %SLOPE) �6" CRUSHED STONE OR MECHANICAL $ oa 9.25, 1 ELEV.
COMPACTION. (15.221 [2]) EQUALIZER 24 HD CHAMB=RS 0" Q 9 2+
DEPTH OF FLOW = 4' (-L-% SLOPE) (-L-7 SLOPE) 3 4 TO 1 1 2' DOUBLE WASHED STONE A
TEE SIZES:/ " /
INLET DEPTH = 10" L$
OUTLET DEPTH = 14" .. - 7" 10YR 2/2
FOUNDATION - 43' - SEPTIC TANK 20' PUMP 22 - D' BOX - LEACHING
SUNSET DRIVE
WILLOW ST.
0
N
1
LOCATION MAP NTS
CHAMBER 11 FACILITY 5' B ASSESSORS MAP 42 PARCEL 128.1
10 7q LS ZONING DISTRICT: RS -40
® AP REV. 7/2/92
zDEBMER IBLE M MATE' -I- (DWELLING IS IN FLOODZONE B)
S.5' SUBMERSIBLE MODEL M282 1/2 HP PUMP
PUMP OFF- B. SYSTEM (OR EQUAL) - - - - - - - - -
000000 87" 085 WATER
000 00� o000 0000 1.95.
GROUNDWATER ADJ. DATA:
PUMP CHAMBER tYIL 9s" 2.5Y 6/3 WELL: MAIW 29
(NOT TO SCALE) 0 �TR�i L�
l: T 1.2' ADJ: 2.3'
FLOODZONE UNE SHOWN AS PER WATERPROOF
SCANNED FEMA FLOODZONE MAP PROVIDE VENT WITH CHARCOAL FILTER ... I6.73 _ NOTES:
AND BUGSCREEN (FINAL PLACEMENT WITH OD
HOMEOWNER CONSULTATION)
+ 11.8 } i1 DO SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1. DATUM I NGVD
\ 1.23 0
CB D -n DESIGN FLOW: 6 BEDROOMS (110 GPD) = 660 GPD 2, MUNICIPAL WATER WILL BE INSTALLED
�O\ 10039, o USE A 660 GPD DESIGN FLOW 3. MINIMUM' PIPE PITCH TO BE 1/8" PER FOOT.
o \ 20
��\�O 2 34 SEPTIC TANK: 660 GPD (2 ) = 1320 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 2C
��F\��� 0,185± SQ. FT. 0 20 6" SP UCE I7 ^ 4" TREE } 2 2 USE A 15_0_0 GALLON SEPTIC TANK
5. PIPE JOINTS TO BE MADE WATERTIGHT.
U \O\F .92± ACRES SHED 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
6,7$� \� } _ LEACHING: ENVIRONMENTAL CODE TITLE V.
} \ 5' REMOVAL OF UNSUITABLE SOIL N/A 7. THIS PLAN 1S FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
PUMP AND FILL W1hl CLEAN O } 9,46 REQUIRED AROUND PERIMETER OF SIDES:
SAND EXISTING CESSPOOL / LEACHING FACILITY, DOWN TD _ TO BE USED FOR ANY OTHER PURPOSE.
\ 24" OAK 19 69 0-- /�- 1, /� 1 O SUITABLE SOIL LAYER. REPLACE BOTTOM: 37.3 x 25.0 (.74) - 690 g• PIPE FOR. SEPTIC SYSTEM TO SCH 40-4" PVC
\
YARD SETBACKS:
ALARM AND CONTROL PANEL
1 OYR ¢/4
FRONT = 30'
TO BE INSTALLED INSIDE
(SOUTH) YARMOUTH
3 '� 0, 9
BUILDING. ALARM TO BE ON 30"
INV. IN 6.75'
,6
7 6 SIDE = 20'
SEPARATE CIRCUIT FROM PUMP
1500 GAL, H-20 S/ 2" PRESSURE LINE USE ADJ. WATER AT ELEV. 4.25'
BACK TO PC
REAR = 2O'
TOTAL: 933
80.SLOPE TO DRAIN
0 GAL+
ALARM
C
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
ON
FLOAT SWITCH RESERVE WEEP HOLE
8,2
CFLOOD ZONE: B & A8 EL. 10 -\
SETTINGS PUMP ON CHECK VALVE
4' WORKING RANGE 8' I
F/MS
2500 OOSD 1_�
® AP REV. 7/2/92
zDEBMER IBLE M MATE' -I- (DWELLING IS IN FLOODZONE B)
S.5' SUBMERSIBLE MODEL M282 1/2 HP PUMP
PUMP OFF- B. SYSTEM (OR EQUAL) - - - - - - - - -
000000 87" 085 WATER
000 00� o000 0000 1.95.
GROUNDWATER ADJ. DATA:
PUMP CHAMBER tYIL 9s" 2.5Y 6/3 WELL: MAIW 29
(NOT TO SCALE) 0 �TR�i L�
l: T 1.2' ADJ: 2.3'
FLOODZONE UNE SHOWN AS PER WATERPROOF
SCANNED FEMA FLOODZONE MAP PROVIDE VENT WITH CHARCOAL FILTER ... I6.73 _ NOTES:
AND BUGSCREEN (FINAL PLACEMENT WITH OD
HOMEOWNER CONSULTATION)
+ 11.8 } i1 DO SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1. DATUM I NGVD
\ 1.23 0
CB D -n DESIGN FLOW: 6 BEDROOMS (110 GPD) = 660 GPD 2, MUNICIPAL WATER WILL BE INSTALLED
�O\ 10039, o USE A 660 GPD DESIGN FLOW 3. MINIMUM' PIPE PITCH TO BE 1/8" PER FOOT.
o \ 20
��\�O 2 34 SEPTIC TANK: 660 GPD (2 ) = 1320 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 2C
��F\��� 0,185± SQ. FT. 0 20 6" SP UCE I7 ^ 4" TREE } 2 2 USE A 15_0_0 GALLON SEPTIC TANK
5. PIPE JOINTS TO BE MADE WATERTIGHT.
U \O\F .92± ACRES SHED 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
6,7$� \� } _ LEACHING: ENVIRONMENTAL CODE TITLE V.
} \ 5' REMOVAL OF UNSUITABLE SOIL N/A 7. THIS PLAN 1S FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
PUMP AND FILL W1hl CLEAN O } 9,46 REQUIRED AROUND PERIMETER OF SIDES:
SAND EXISTING CESSPOOL / LEACHING FACILITY, DOWN TD _ TO BE USED FOR ANY OTHER PURPOSE.
\ 24" OAK 19 69 0-- /�- 1, /� 1 O SUITABLE SOIL LAYER. REPLACE BOTTOM: 37.3 x 25.0 (.74) - 690 g• PIPE FOR. SEPTIC SYSTEM TO SCH 40-4" PVC
u 9 �� vu�
o�l� )
PROP.
+ 10. 2 4CO� O�� ADD'N
POR TION'�FCP 72-
DWELLIN TO BE 1
REMOVEj3 TO _1�.3'
CONFO M TO EXIST. DWELL.
CURRRNT ACK
SE7OP FN10.9
DN - i
-
+ 10.231 /26.05, m
8.95 7
A RI i
\
'
OF:
LE N MED. SAND.
(SOUTH) YARMOUTH
3 '� 0, 9
+
,6
+ g 15" HOLL
0
^
TOTAL: 933
S.F. 690 GPD ..
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
+ 6,25 +
8,2
�o
/
o
USE LFACH FIELD
CONSISTING OF 4 ROWS QF 4
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
.7
2f
30' DATE: SEPTEMBER 30, 2004
C
N
EQUALIZER 24
HD CHAMBERS EACH, WITH 4' STONE
FROM BOARD OF HEALTH.
PROVIDE SEWAGE
EJECTOR PUMP FOR
7.
7
6"- UCE7 � '"
Q
«�
AT SIDES AND
BETWEEN ROWS, 2' AT ENDS
10.
PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM
SEASONAL APT.
� GARDEN
+ I
J
11.
INSTALLER TO CONFIRM ADEQUACY OF ELECTRICAL SYSTEM
CAUTION - ASLINE +
5
BENCHMARK - NAIL SET IN
FOR PUMP INSTALLATION
8,3
EXIST.
.04 CROSSING 1 D
0
+ 0. 6
UTIL. POLE. ELEV. = 12.66 (NGVD)
12.
PER OWNER, ABUTTING PROPERTIES ARE ON TOWN WATER.
EXISTING GAR./APT.H
G
NLS„
LEGEND
13.
ELECTRICAL PERMIT REQUIRED
°"ALL'"GlVTITLE
3
P 0
100.0
PROPOSED SPOT
5 SITE PLAN
9,25
28
ELEVATION
-
P - � 8.29
T.O.F.
r =9,5
�
12.66
ONO
EXISTING SPOT ELEVATION
OF
" 11 WILLOW LAN E
u 9 �� vu�
o�l� )
PROP.
+ 10. 2 4CO� O�� ADD'N
POR TION'�FCP 72-
DWELLIN TO BE 1
REMOVEj3 TO _1�.3'
CONFO M TO EXIST. DWELL.
CURRRNT ACK
SE7OP FN10.9
DN - i
-
+ 10.231 /26.05, m
8.95 7
A RI i
�- 100 PROPOSED CONTOUR
IN THE TOWN
OF:
}
(SOUTH) YARMOUTH
3 '� 0, 9
100- EXISTING CONTOUR
6�s
PREPARED FOR: FRANK BANKS
PINES t
&SPRUCE / W
30
0 30 60 90
yN
I
BOARD OF HEALTH
APPROVED DATE MA
SCALE: 1" =
30' DATE: SEPTEMBER 30, 2004
TING 5
(TO BE�
REMOVED) / .y
+ .55 16.71
4.48' 103.53' - -
00-285 DIMENSION GRANDFATHERED
off 506-362-4541
fm 506 362-98M
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675