HomeMy WebLinkAbout25 Shore Side Drive - Site Plan 4SYSTEM PROFILE TEST HOLE LOGS
(NOT TO SCALE)
TOP FNDN AT EL. 12.0' MIN ' TED `DUMAS, RS
- T ACCESS COVER 70 WITHIN 6" OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO ENGIN
EER±
I� nlnr 4I I nwFD ) I// COLLEEN PELLEY
SEPTI_ C DESIGN: (GARBAGE DISPOSER IS " WI'HIN 6" OF FIN. GRADE 27 SLOPE REQUIRED OVER SYSTEM 9 75 WITNESS:
I SPOT ,ELEVATION - 110 GPD 440 GPD MINIMUM .75' of COVER OVER PRECAST 4/24/99
DESIGN FLOW: 4_ BEDROOMS (110 GPD) ) _ DATE:
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 0.75' min cover
USE A 440 GPD DESIGN FLOW < 2 MIN/INCH
=2f
>POT ELEVATION FOR FIRST 2' PERC. RATE _
SEPTIC TA
440 GPD 880 9.60' 9.0'
PROPOSED 1500 CLASS 1 SOILS P#
CONTOUR 1500 GALLON SEPTIC 8.90 JJ USE A GALLON SEPTIC TANK 9.15' LANK (H- 10) GAS �g�g� 8,65' o
'ONTOUR LEACHING: BAFFLE g 2' 8.58' ELEV.
58 (✓77� = 48.9 0.58' 0 8.0' „ Q 8.6'
SIDES: 2 45 + 12 gc .25§?.
(? %SLOPE) �6" CRUSHED STONE OR MECHANICAL
45 X 12 (74) =99.6 COMPACTION. (15.221 [21)
BOTTOM: DEPTH OF FLOW `1_ (_1_7. SLOPE) (� SLOPE) FILL
TOTAL: 606 S.F. 448'5 GPD 3/4" TO 1 1/2" DOUBLE WASHED STONE
TEE SIZES: 10 25"
USE 45' X 12' LEACH FIELD OF 2 ROWS EACH OF 6 INLET DEPTH =
STANDARD INFILTRATORS EACH, WITH 2' STONE AT SIDES, OUTLET DEPTH = 14_ A
5
LEACHING LS
2.3' BETWEEN ROWS AND 3.75' AT ENDS FOUNDATION- 22 SEPTIC TANK 5' D' BOX FACILITY OYR 3/3 ASSESSORS MAP 26 PARCEL 142
9 31"
ZONING DISTRICT: R25
B YARD SETBACKS:
LS FRONT = 30'
BOARD OF HEALTH
USE ADJUSTED WATER AT ELEV. 3,0' 1OYR 4/6 SIDE = 15'
MA (TIDALLY INFLUENCED) 38 5.4'
APPROVES DATE NOTE: DWELLING F0071NC•S MUST BE MIN. 2' ABOVE REAR = 20'
ADJUSTED GROUNDWATER • ELEVATION (I.E. BASE OF PLAN REF. - LCP 21122A
FOOTING TO BE AT MINIMUM ELEVATION OF 5.0') C
FLOOD ZONE:
FLOODZONE FOUNDATION DESIGN BY OTHERS MS V15 EL. 16, V9 EL. 14 AND A9 EL. 10 (HOUSE IS IN
FLOODZONE A9 EL. 10)
84" OBS WATER 1.3' 187
LOT COVERAGE: DECK AND DWELL.,
.I_ PROP. ROCK RETAINING WALL, TOP AT EL. 9.0'. PROVIDE 40 MIL 89" ?.5Y 7/3 1.18'
LINER ALONG INTERIOR OF WALL, TOP AT EL. 9.0', BOTTOM AT
+ 7.4 5' REMOVAL OF UNSUITABLE SOIL REQUIRED NOTES.
Q �-F 7.4 AROUND PERIMETER OF LEACHING FACILITY, _
i 8.1 DOWN TO SUITABLE SOIL LAYER.REPLACE
WITH CLEAN MED. SAND. NGVD
/ 1. DATUM IS
cr
2. MUNICIPAL WATER IS AVAILABLE
I�� EXIST. DWELL. 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 10
Q 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-
1 J6 \ 5. PIPE JOINTS TO BE MADE WATERTIGHT
9'3 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
+ B 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
s \ USED FOR LOT LINE STAKING.
sa � 98 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
90 BENCH MARK -I TOP OF CONC. � / �PORTION of NEW ,a, 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
GV,
INED
BOUND. ELEV. 8.3 (NC D) �� O82 ���� FOUNDATION To P P� � �a jx/> EAL H AND PERMISSION 0
^ \_ FE SLAB INSPECTION BY BOARD OF H T BTA
FROM BOARD OF HEATH
a \ > 10. CONTRACTOR SHALL BE ,LSFONS:BI.F r OR \/r RIF 'LNG I Hr
.J `I J. ALL Vryl�lliJU� UvCt(';.. _r.V I.ILLIIILJ I-'ilIUK
/\ /
5. �" / �Fl ,,i: _ COMMENCEMENT C,' WORK.
LUG
>. TO
�.
SER /,/ \ / 11. PROVIDE DRYWELLS TO CONTAIN ALL ROOF RUN-OFF.
`��� + 24,479± LOT SQ. FT. Sg PREP
�! o'a / // // - O GRA
+ 9.0 > PON
94 TI TL E S SITE PLAN
ea5�a',v -- TEST HOLE I. OGS
OF -
\\ M e�oQ�� 9 10.3 25 SHORE SIDE DRIBE
"�` ENGINEER: AH OJALA, PE IN THE TOWN OF:
5/7/03
HATCHED AREA). / /..3 DATE: (SOUTH) YA R M 0 U TH
EXISTING DWELLING ( i g
TO BE RAZED AND DEBRIS DISPOSED \/y PRF"P PERC. RAT
OF AT AN APPROVED SITE E _ < 2 MIN/IP CH
\ - - _ 8.zPREPARED FOR: FRAN POLITO
Rts5 / CLASS I SOILS P''I _
+.30
a
720 0 20 440 6i0
` .z sa. - i 5.6
\ 1 PROPOSED OOD ELEVATED
BOARDWALK OVER EXIST. PATH ti F"AFTI
EXIST. LANDING/STAIRS \V/ F' S^ SCALE: 1" _ 20' DATE: MAY 7, 2003
O REV 7/11/03 (DIST)
/i
.4 FILL _. REV 7/22/03 (ORYWELL NOTE)
EXIST. DWELL. 9.
16"E
4 -
G P / / MS
g�PGN R I 7 1000 r 3 / 18„ 10YR 7/1
G0PSS / � B .
0.1 10.0 k �F 9 �6 LS
5.9 �1`� / tJE�tib 32" 7.5YR 5/6 3'
C IP� Fix 1 EXIST. LANCING/STAIRS /
MS
OF
2.5Y 6/6
OBS WATER ) 2'
�'94 _ : FLOODZONE V9 EL. 14
vv „
L.S. DA TF.
\\)C)
\ fox
509-362-4541
1 '\ V fax 503 3e2-9880
clown cape engineering, inc. I
/ CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yarmouth, ma 02675