HomeMy WebLinkAbout42.128.1.1 - Title 5 Site Plan - 9/30/2004MAIN DWELLINGSYSTEM PROFILE
TOP FNDN. ATT EL 10.9'
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO ^
MINIMUM JS' OF COVER OVER PRECAST / WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
cm RUN PIPE LEVEL 2" DOUBLE WASHED PEASTNE
TOP.)FOR FIRST 2'
PROPOSED 1500 2U /
7.25' GALLON SEPTIC 7.0' QJ� ITEE
TEST HOLE LOGS
PROVIDE INSPECTION PORT WITHIN
6" OF FINISH GRADE ENGINEER: LISA LYONS, RS
11.17 MIN WITNESS: AMY VON HONE, RS I
12" MIN. COVER REQUIRED DATE:. 8/26/04
10.17' PERC. RATE _ < 2 MIN/INCH
I
" :... TANK (H- 20) cAs o��_
WATERPROOF 9.84
9.75'
CLASS SOILS P#
-
BAFFLE 10.01' ��
�$ 0.5'
oo
o '
(-L% SLOPE)
�6" CRUSHED STONE OR MECHANICAL
o� 9.25
1 ELEV.
Q
COMPACTION. (15.221 [2])
EQUALIZER 24 HD CHAMB'cRS
0" 9.2'
DEPTH OF FLOW = 4,
1
(-% SLOPE) (- % SLOPE)
3/4" TO 1 1/2" DOUBLE WASHED
STONE
-
A
TEE SIZES:
INLET DEPTH = 10"
LS
- OUTLET DEPTH = 14"
10YR 2/2
7"
FOUNDATION - 43' -
SEPTIC TANK 20' PUMP
22, D' BOX 11'
LEACHING
Wry
y
SUNSET DRIVE
WALLOW ST.
0
x
1
LOCATION MAP NTS
CHAMBER FACILITY 5, B
ASSESSORS MAP 42 PARCEL 128.1
10.5' LS ZONING DISTRICT: RS -40
ALARM AND CONTROL PANEL IOYR 4/4 YARD SETBACKS:FRONT = 3O'
TO BE INSTALLED INSIDE 30" 6, 7' 20'
SIDE =
BUILDING. ALARM TO BE ON INV. IN 6.75'
SEPARATE CIRCUIT FROM PUMP - .
1500 GAL. H-20 S/ 2" PRESSURE UNE USE ADJ. WATER AT ELEV. 4.25'
ALARM DN 800 GAL.+ SLOPE TO DRAIN BACK TO PC - EAR = 20'
FLOAT SWITCH RESERVE WEEP HOLE C FLOOD ZONE: B _& A8 EL_ 10
SETTINGS, PUMP ON CHECK VALVE --_�
® 25001 006
$ F/MS AP REV. 7/2/92
4' WORKING RANGE ZOELLER 'WASTEMATE'
5.5' SUBMERSIBLE MODEL M282 1/2 HP PUMP I (DWELLING IS IN FLOODZONE B)
PUMP OFF 8' SYSTEM (OR EQUAL) _ ..._ 87". ..OBS WATER
1.95'
7T GROUNDWATER ADJ. DATA:
PUMPNor96" ZONE: A
CHAMBER N�ILL� yy S7,REET 2.5Y 6/3 1 ADJ: 2.3'IW 29
T p p
FLOODZONE UWATERPROOF SHOWN AS PER yyA 1 EI�PI\OOF _
SCANNED FEMA FLOODZONE MAP PROVIDE VENT WITH CHARCOAL FILTER ,.+ 16.73 NOTES:
AND BUGSCREEN (FINAL PLACEMENT WITH OD
HOMEOWNER CONSULTATION) -01
+ 11.8 + 141CO SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) 1. DATUM IS NGVD
\ 1.23
- c\ CB D , DESIGN FLOW: 6 BEDROOMS ( 110 GPD) = 660 GPD 2. MUNICIPAL WATER WILL BE INSTALLED
gyp\ USE A 660 GPD DESIGN FLOW
p\ 202 3 100.39' 0 3. MINIMUM'' PIPE PITCH TO BE 1/8' PER FOOT.
4 SEPTIC TANK: 660 GPD(2 ) = 1320 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
4'F\�a0 0,185± SQ. FT. 0.20 ' t 2 2 1500 5. PIPE JOINTS TO BE MADE WATERTIGHT.
\n' 92± ACRES 6" sP ucE 7 4" TREE USE A ____ GALLON SEPTIC TANK \\ 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
t � SHED + 5' REMOVAL OF UNSUITABLE SOIL LEACHING: N/A ENVIRONMENTAL CODE TITLE V.
6,
PUMP AND FILL WITH CLEAN � Q + 9.46 SIDES: 7. THIS PLAN 1S FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
SANG EXISTING CESSPOOL � / REQUIRED AROUND PERIMETER OF _
24" OAKy -y 1 I/ LEACHING FACILITY, DOWN To 37.3 x 25.0 (.74) = 690 TO BE USED FOR ANY OTHER PURPOSE.
7,69 I 1 0 SUITABLE SOIL LAYER. REPUICE BOTTOM:
\\ / WITH CLEAN MED. SAND. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
+ 6 + g 15" Hou ' 0 ^ TOTAL: 933 S.F. 690 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
+ 6.25 + 7 8'2 �� � � LISF LEACH FI DON I nN OF 4 ROWS OF 4
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
o / w o FROM BOARD OF HEALTH.
21 fv EQUALIZER 24 HD CHAMBERS EACH, WITH 4' STONE
PROVIDE SEWAGE Q 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM
EJECTOR PUMP FOR 7• 6 +ucE� GARDEN c� AT SIDES AND BETWEEN ROWS, 2 AT ENDS 11. INSTALLER TO CONFIRM ADEQUACY OF ELECTRICAL SYSTEM
SEASONAL APT. G 1 FOR PUMP INSTALLATION
�q± CAUTION - ASLINE J + S BENCHMARK - NAIL SET IN ABUTTING PROPERTIES ARE ON TOWN WATER.
8.3 EXIST. 04 7 cRossGc o 1 0 + 0. 6 UTI L. POLE. ELEV. = 12.66 (NGVD) 12. PER OWNER,
EXISTING GAR./APT. H c 3 LEGEND 13. ELECTRICAL PERMIT REQUIRED
0.1
DWELLING TITLE 5 SITE PLAN
100.0 PROPOSED SPOT ELEVATION
9,25 t 0 .28
T.O.F. r\ 12,66 100xO EXISTING SPOT ELEVATION OF ' 11 WILLOW LANE
- $ 8,29 =9.5 � '
/ PAVE Rn _ - -�_ 100 PROPOSED CONTOUR IN THE TOWN OF:
2` "' �3 0. 9 - 100 -EXISTING CONTOUR (SOUTH) YARMOUTH 14*
PREPARED FOR: FRANK BANKS
1A iF, r-
a�<C PROP. & sPINES RUC30 0 30 60 90
+ 10.2 �( o j=s� ADD'N I ^ BOARD OF HEALTH
7 I y N
PORnoNG f MA
SCALE: 1" = 30' DATE: SEPTEMBER 30, 2004
REMOVEIS TO eE 1 1,3 APPROVED DATE
4( -0 9.s,
CONFD M TO EXIST. DWELL. EXISTING
CURRENT OP FNDN = 10.9 (TO BE ....
SETBACK REMOVED) I off 506-362-9880
/ - � fax 506 362-9880 !!
�, o N
+ 10.23/ '26. 05, + .55 down cape engineering, inc. �4?A
- - - / 16.71
8.95 CIVIL ENGINEERS �a 0
J9 - o r-
-4.48' 103.53' �- _ _ LAND SURVEYORS Cl! I
_` 9 � � `qN v C:65v��P I
0Q -2U
p GRANDFATHERED 939 main St. armouth, ma 02675 a �'
5 DIMENSION y . LA, P. DATE