HomeMy WebLinkAboutEngineer Plan - 2003z
d
a
U INSTALL 40 MIL.
a POLY VAPOR BARRIER
ALONG SECTION WITHIN
15 OF SLAB AND WALLcp'
LOT 3
.11
o
O.
TP
LOT 10
0
moo'
OBSERVATION AND j
- - - PUMPOUT PORT R,Is m W �x j
-............
L 2
457± S. F11
�
4�B yfQ /,
'V Lq
�o
NOTES:
LOTS 1 AND 2 ARE IN THE
A-12,ELEV, 12 FLOOD ZONE. L/ k
LOTS 1 AND 2 ARE IN THE `0,
"R-25" ZONING DISTRICT.
THE CLOSEST RESOURCE AREAvl OF ml
IS GREATER THAN 200' AWAY. o.,, "1§Y
g LAME
NO. Sg
LA%�
LOT 11
p0,
LOT I Q 8,485± S.F. 6' 0, Vis, �
8 .......................................
0�' LANDSCAPING LIGHT IR, bq-��
,
}9• AND VIEW EASEMENT
INFAVOR FAVOR OF 'LOT 11
h'=20.00 `
`.
`CORNER AS SHOWN4�
ON 1952 TOWN L.O.
9.1
IT
LEWIS BAY
BOULEVARD
LOCUS
LEWIS BA Y
SQUAD. MAP = HYANNIS and DENNIS
AUG 1 8 2003
HEALTH DEPT.
tN Of
JOHN yG
LANDERS-CAULEY
`' Cl"L y
No. 35101
aTERNG`��`��
aL E
SITE PLAN
PREPARED FOR
DARLENE M. RICHARD, Tr.
OF
LOTS 1 & 2
YARMOUTH, MA
J.E. LANDERS—CAULEY, P.E.
CIVIL ENVIRONMENTAL ENGINEERING
P.O. BOX 364 WEST FALMOUTH, MA 02574
(508) 540-7733 ph. (508) 540-3022 ph.
508 540 - 3344 fax
ASS. # I DATE: 08118103
SCALE: 1" = 20' IDRAWN BY: JDR
JOB NO. 848-03 SHEET: 1 OF 2
F. F. ELEV. =12, 50
ELEV.= 10.9_
4" CAST IRON OR
SCHEDULE 40 P.V,C.
BRING ONE COVER TO WITHIN
6" OF FINISH GRADE
DIST: = L3_2'_ SLP. = 0.02_
ELEV. = 9• �0_ ELEV.= 8_74
BRING COVER TO WITHIN
12" OF FINISH GRADE
'min.
CONCRETE COVERS
4" CAST IRON
SCHEDULE 40 P. V. C.
SLP. = 0.005
INVERT CONCRETE COVER DIST.
FLOW LINE DIST. = 2. F' _ SLP. = 0.02_ INVERT
lo" MIN. 19^ ELEV.
ELEV. = 8_49 8.43 GAS BAFFLE ELEV. _ __-" ELEV.= 8_26
4" CAST vc. DISTRIBUTION BOX
1500 GALLON SEPTIC TANK
TO BE PLACED ON
6" OF STONE OR
MECHANICALLY COMPACTED SOIL.
USE A TANK WITH THREE COVERS.
PROFILE OF
SEWAGE DISPOSAL SYSTEM
NOT TO SCALE
GENERAL NOTES:
1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM
2. PLAN REFERENCE LC 11435 A LOT 1 & 2 BARNSTABLE REG. OF DEEDS.
3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM
AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES.
.t 4, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 .AND THE TOWN OF YARMOUTH RULES AND REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
5. ' ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN
12" OF THE FINISHED GRADE,
6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE
SAME, UNLESS NOTED BY FINAL CONTOURS.
7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE
OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR
WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING
SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING
AREAS UNLESS NOTED.
8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
10, THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF
ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION.
OBSERVATION AND
BRI,NGUCOVOER TO WITHIN
6 OF FINISH GRADE
ELEV,= 10.9_
4" DIA. SCHEDULE 40 PERFORATED PLASTIC PIPE I
END CAPS ON ALL PIPES
5' ON CENTER A 3JEN
OF
12"min v .WTONEo"o o"o" "o"o 0 0"0"0 0"0 0 0 0 0"0"0"0 0 0 0 0"0"00"0"0 "o 0o 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00_0_0_0 0_0_0_0_0_0_0_0_ O_O_O_O_O_0_O_O_O_O_0_O_O_ _O_O_OO_ __0_(U 0 < 6" LAYER OF
0 /4" TO 1-1/2'
O v v v v U U U U U U U (� O O U U U C` WASHED STONE
O O O O O O O O O O O O O O O O O0�0�0� opo o„o„ _ � ELEV.=7_54
6»
USE STONE STRIPOUT ALL UNSUITABLE A
"
TO BE WET TESTED IF TO LEVEL THE MATERIAL INSIDE AND 00000 6OF
MORE THAN ONE OUTLET. WITHIN 5' OF THE SIDES o 0 o STONE 5.0
BED AS NEEDED. OF THE S.A.S. AND REPLACE
TO BE PLACED ON- WITH MATERIAL THAT COMPLIES L 6" OF STONE OR ---------------- ---- WITH -TITLE 5 -STANDARDS -------------------------
MECHANICALLY COMPACTED SOIL. BOTTOM of TEST HOLE OR USGS PROBABLE WATER TABLE ELEV =2__5- ADJUSTED
SOIL TEST DONE BY: J,E. LANDERS-CAULEY P.E. OBSERVATION AND BY 1.4'
WITNESSED BY: AMY VAN HONE 08115103 LKELDA WELSH 8/15/03)
PERCOLATION RATE: __2___MIN/INCH P# NONE
TEST HOLE 1 DATE:(O /10L99)_ 08/15/03ELEV.-8.5____
DEPTH
HORIZON
TEXTURE
COLOR
MOTT.
OTHER
0"-5"
0/A
5"-11"
E
',OAMY SAND
10YR 5/3
11"-22"
B
LOAMY SAND
10YR 5/8
22"-62"
C1
MED. SAND
10YR 6/4
62"-75"
C2
MED. SAND
7.5Y 4/4
75"-120"
C3
MED. SAND
10YR 6/4
H2H2 O AT
TFCT POT P 9 DATE- (08/10/99) 08/15/03 ELEV. 8.5 __
DEPTH
HORIZON
TEXTURE
COLOR
MOTT.
OTHER
0"-4"
0/A
4"-13"
E
LOAMY SAND
10YR 5/3
13"-29"
B
LOAMY SAND
IOYR 5/8
29"-60"
C1
MED. SAND
10YR 6/4
60"-68"
C2
MED, SAND
7.5Y 4/4
H2O AT
68"-120"
C3
MED. SAND
10YR 6/4
89"
BRI'N
OF
'o�o�o�o�o�o o� "oyo�oyo�wASHEdSTONE
�40)
"v ���� 6"�AYEROF
C) 3/4 p 1-1/2"
WASH D STONE
3 PERFORATED PIPES
SECTION A -A
I HEREBY ATTEST THAT I AM A
CERTIFIED SOIL EVALUATOR IN THE
C MMO WEALTH OF MASSACHUSETTS,
A ' T A I WAS PRESENT FOR THE
SOI S AND EVALUATION.
---� -
---------------
1),
-------
15 T '' NAME
DESIGN DATA:
NUMBER OF BEDROOMS FQUR_(4)____
GARBAGE DISPOSAL-NO_NE_(9)-_-__—
TOTAL ESTIMATED FLOW 44Q ----- GPD
GAL./BR./DAY X ,4____ BR. )
SEPTIC TANK CAPACITY J,QQQS9L.__
LEACHING AREA REQUIREMENTS
SIDEWALL AREA 0_-__ GAL. /S. F.
BOTTOM AREA _�Q2___ GAL./S.F.
LEACHING CAP.(BOT. & SIDEWALL)_ 444 _ GAL.
RESERVE LEACHING CAPACITY _444 ___ GAL.
APPLICANT: DARLENE M. RICHARD, Tr. I DATE: 08/18/03