HomeMy WebLinkAbout95 Baker Road - Site & Sewage PlanI CLEAN SAND WASHED STONE
FINAL SPOT ELEVATION
30 100.1 VENT FINAL
.0CONTOUR
I I I I I 4' f7� . , -
CAST IRON PIP SO
LOCRTION
'
(OR EQUAL) MINIMUM
PITCH
PI TCH 1/4' PER FT.
It
9.80
ELEV.- 9
GAS
ELEV,- 87t9BAFFLE
777-, �17�z
7
COLOR,
MOTT.
unuTy POLE.
TOWN WATER --w-W—�—W—
T
r
B'
LOAMY SAND
1 OYR 5/8
NO
R60TS
34"-1327
it I
I
CATCH BASIN 9
. I
GAS LINE
1 OYR 6/6
NO
97,67
10
1 CU. FT. OF
CONCRETE ANCHOR
CLEAN OUT C.
05 77 —200';
------
ELEV,l 97.64
t -.
t
LOCATION _MAP
=UTY,
CESSPOOL C.P. 0
2'0'
ELEV.- LEVEL
_9��
80 Ft *lINTMUM FRom*rrjUNDATICN
rl
'I1Z14/w
r
6. sump�
97,54 ELEV,= 97.37
t
TOP OF FOUNDATION
L_j
r
24"
DATE OF, s61L:T5ST! 1
rn r—
ELEV. 102'so
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
SOIL TEST DO NE BY; R ENGINEERING
10 FT. MINIMUM
•
VATNESSED BY: A, VON HONE
LEGEND:
-OBSERVATION HOLE: I ELEV.-100.00
CONCRETE COVERS
A' SCHEDULE 40 PVC PIPE
M I N. PITCH 1/9' PER rT
2' LAYER OF
LOAM AND SEED= 1/8, TO 412,
EXIS PNG'SPOT ELEVI oio� no o
1 EXISTING CONTOUR ---- 017
PERCOLATION RATE <2 MIN./INCH AT LLEVA:tON 95.58
-
I CLEAN SAND WASHED STONE
FINAL SPOT ELEVATION
30 100.1 VENT FINAL
.0CONTOUR
I I I I I 4' f7� . , -
CAST IRON PIP SO
LOCRTION
'
(OR EQUAL) MINIMUM
PITCH
PI TCH 1/4' PER FT.
It
9.80
ELEV.- 9
GAS
ELEV,- 87t9BAFFLE
Vl"> I MIDU I lu;ll f L ELM= VO -A f
nnv I I I I
DEPTH
HORIZ[
TEXTURE
COLOR,
MOTT.
unuTy POLE.
TOWN WATER --w-W—�—W—
T
r— 34
B'
LOAMY SAND
1 OYR 5/8
NO
R60TS
34"-1327
it I
I
CATCH BASIN 9
. I
GAS LINE
1 OYR 6/6
NO
97,67
10
1 CU. FT. OF
CONCRETE ANCHOR
CLEAN OUT C.
05 77 —200';
------
ELEV,l 97.64
t -.
t
LOCATION _MAP
I"
CESSPOOL C.P. 0
2'0'
ELEV.- LEVEL
_9��
17=
rl
6. sump�
97,54 ELEV,= 97.37
t
L_j
r
24"
rn r—
C=
Vl"> I MIDU I lu;ll f L ELM= VO -A f
nnv I I I I
DEPTH
HORIZ[
TEXTURE
COLOR,
MOTT.
OTHER
r— 34
B'
LOAMY SAND
1 OYR 5/8
NO
R60TS
34"-1327
C
MEDIUM., SAND
1 OYR 6/6
NO
FIRM BA)
0 BPLACED ON SE
i LIQUID OUT ET, E TO BE WATER TESTED RED AT 132" ELEV.= 89100
TEE NO WATER,ENCOUNTE
EPTH (T.0 BE PLACED ON FIRM BASE) 2 LEACHING CHAMBERS WITH STONE
14 INCHES -13' X 25' TRENCH FORMATION WELL NIA'
A FEET 1500 GALLON IN A
5 FEET 19 INCHES l LE
ZONE
9 FEET T 24 INCHES SEPTIC TANK
FEET 29 INCHES INDEX
6 FEET
34 :NCHESJ
SOIL ABSORPTION, ADJUST
I
3/4' TO 1 1,
SYSTEM <SAS) DESfGN CALCULAT!ONS
CLEAN DOUBLE
WASHED STONE (H-20) 6.17 NUMBER OF BEDROOMS __3__
FREE OF FINES DtPOSAL UNIT
AND SILTS - TOTAL ESTIMATED FLOW
110 GAL./8R./DAY X BR.)
330 GAL./DAY
SE3�LAGE., -DISPOSAL SYSTEM PROFILE ACJ:,r
REOUIRED SEPTIC TANK CAPACITY 5AL,
US{5S PROBABLE WATER TABLE EL:EV.=. ACTUAL SIZE OF SEPTIC TANK _LS_C�2_ GAL,
(NOT TO SCALE)
SOfL.CLASSIFICATION
ElBiERVrD WATER TABLE ELEV.*
DESIGN PERCOLATION RATE
BOTTOM OF TEST HOLE ELEV.= 89,00 EFFLUENT LOADING RATE rD
!U GAL./DAY/S.F.
LEACHING AREA 447_,QO So. FT.
(13 X'25) + (XS'X 2 X 2)
LEACHING CAPACITY -(AREA X RATE) GAL/DAY
447,00 X 0.74
RESERVE LEACHING CAPACITY ZZM GAL/DAY
x 92.7 NOTES;
13. ALL UNSUITABLE MATERIAL SHALL BE REMOVE, FROM UNDER ANO 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.L.P.
FOR A MINIMUM OF 5' AROUND SOIL,A9SORPION SYSTEM AND BE TITLE 5 AND VC TOWN OF, > YARM RULES AND
REPLACED PATH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE,
LL
2. ACOVERS TO SANITARY UNITS SHALL BE BROUGHT To
-GRADE.
WITHIN 6" OF FINISHED' E
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE Or
WlN
THSTANDG H-10 LOADING UNLESS THEY ARE UNDER OR V.THIN
lin FO-P 00 N�; -AREAS, P -2m , SHALL
144, USEDT UNDER OROPIVES WITHINPAPKI10 FT, OF Dl�WES ORLOA�-!NfPARKING AREAS.RE
0 F- 1
4. ANY MASONARY UNITS USED TO BRING COVERS TOGRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS SEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
EX
OBTAtN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
Z..:.1110 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS. TO CALL "MG -SAFE' AT 1-8138-344-7233 AT LEAST 72 HOURS I
PRIOR TO COMMENCING WORK ON SITE.
I x - 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS At WELL AS
09 3 EXISTING SEpIlc SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
PROPOSED SOIL ABSORSTION SYSTEM IS TO BE BROUGHT TO THE: ATTENTION OF THE DESIGN ENGINEER
x 2 'IMMEDIATELY.
•2 H-20 LEACHING CHA.kIBERSIVITH 4' 8. PARCEL IS IN FLOOD ZONE _§L_
102,6 E SIDES NE ALONG TH AND 2'
OF slo r 9. LOT IS SHOWN ON ASSESSORS MAP =4_- AS PARCEL
P
OF STONE ON THE ENDS. 10. EXISTING SEPTICS ARE TO 19E PUMPED AND REMOVED.
0
ll. TOWN WATERLINE TO BE RE=ROUTED AS SHOWN.
v�LLJ L IT OF 5' OVER—EXCAVATION 12. EXISTING HOUSE, SHED, PATIO AND Urr TY CONNECTIONS -ARE TO BE
W or yj
SEE NOTE 13) "`4
REMOVED.
'TE
PROPOSEDfad T A. OPO r
c
WATER LINE DUMAS
PK NAL
!Lco� APPROVED: ;BOARD OF ;-HEALTH
ELEVATION- 10,
ELEVATION- 100.00'
ot e
UM
�(ASSUMEDN
pp
s"r
% s N�,
_Dp
DATE'
% Vp AY x 100.1 AGENT
um Ftl
PROPOSED SEPTIC DESIGN.
FOR
'PHIL CURRAK
JI
tI
1 m+.,SffEETSER
ST
sutANER505_
BAY'RD.
PROJECT LOCATION: LOT 79
95 BAKER ROAD
%�EST YARMOUTH, Iv!A 02673
_EjVGlArEERlATG
4_,� GREAT WESTERN ROAD
- , P. 0, BOX 713
SOUTH DENNIS, MASS,
L398 392 02660
DATE
11_14-7 00001
REVISED f
al -03-,2001
10
05 77 —200';
SHEET 1 OF 1
LOCATION _MAP