HomeMy WebLinkAboutEngineered Plans - 2019TOP OF FOUNDATION t-VVCKS is
BROUGHT'
EL. 60.0'
EL. 58.0'
4"
CAST IRON or EQUIVALENT
MIN. PITCH 1/4ffq
4" SCHEDULW
113 4Bt
LINE
11, EL. 57.1' A
EL. 6.6' B
•'
EL. 55.4'
A: 30'2,5% MIN. -OK
B: 34' 2.5Mo MIN- KTK-
X ST N A
O O O
3E WATERTIGHT AND SEPTIC SYSTEM PROFILE
WITHIN 6" OF FINAL Flaherty Environmental Services
GRADE
(not to scale) INSP• PORT W I 3" OF GRADE
CLEAN SAND P.O. Box 331
2" of" to" DOUBLE WASHED Harwich, MA 02645
PE:AS'TONE OR GEOTE)MLE EL. s8.0'�
FILTER FABRIC 774.994,1166
17uw
4" SCHEDULE 40 PVC PIPE +�
VENT IF REQUIRED
Itirst2'to be level) •' .. -
14 1% "
AN
5' 14b ••. ,
CI ee • �ednon°nono
=00-1-`_ -R-6-
(H-20
(H2Oo 80)1 INSTALL INLET TEE
0.5' CRUSHED STONE OR 1" ABOVE OUTLET INVERT
MECHANYCAL COMPACTION
(DATUM: ASSUMED) 1500 GALLON SEPTIC TANK " to 14" DOUBLE WA%
(PROPOSED)
11,1'
ik-
58
PAVED
DRIVEWAY I
56 L=64,0,
84.272
GRANDV/EW DR/VE
fCCc & O°p°°G°°CO°0C 2--Q-
SOIL ABSORPTION SYSTEM
(4) 500 GALLON H-20 CHAMBERS 5.(
WITH 4' STONE AROUND IN A
12.83'W X 42, 01 X 2D CONFIGURATION I
E
BOTTOM OF TEST HOLE EL. 47.75'
USGS ADJUSTMENT' N/A
GROUNDWATER ELEV• N/A N TH
t)
tD 56
6
✓YA�
SCALE: 1" 3o'
REF: LCP 17002-8 SH 1
Yarmouth Health Department
(J P VED
---me Date
;L. 47.75'
LOCATION MAP
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DATE.' 611712019 1 R VIS D.
SITE AND SEWAGE PLAN
FOR
B 811 B EXCAVATION, INC./
JACQUES SARKIS
65 GRANDVIEW DRIVE
SOUTH YARMOUTH, MA
PAGE 1 OF2
58
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22.3
TOP OF FNDN
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r
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(A)
W
EXISTING
GARAGE
2 BR
(SLAB)
DWELLING
;
58
PAVED
DRIVEWAY I
56 L=64,0,
84.272
GRANDV/EW DR/VE
fCCc & O°p°°G°°CO°0C 2--Q-
SOIL ABSORPTION SYSTEM
(4) 500 GALLON H-20 CHAMBERS 5.(
WITH 4' STONE AROUND IN A
12.83'W X 42, 01 X 2D CONFIGURATION I
E
BOTTOM OF TEST HOLE EL. 47.75'
USGS ADJUSTMENT' N/A
GROUNDWATER ELEV• N/A N TH
t)
tD 56
6
✓YA�
SCALE: 1" 3o'
REF: LCP 17002-8 SH 1
Yarmouth Health Department
(J P VED
---me Date
;L. 47.75'
LOCATION MAP
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Na
LOCUS
amnd[)r-vlew �'
NTS
�t F
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�O i & T'E•
SANI.TAR�
t
DATE.' 611712019 1 R VIS D.
SITE AND SEWAGE PLAN
FOR
B 811 B EXCAVATION, INC./
JACQUES SARKIS
65 GRANDVIEW DRIVE
SOUTH YARMOUTH, MA
PAGE 1 OF2
GENERAL NOTES
1. ALL PRECAST COMPONENTS TO BE H-10
RATED. ALL COMPONENTS WITH ANY
ANTICIPATED VEHICULAR TRAFFIC TO BE
H-20 RATED.
2, THE DESIGN OF THIS SYSTEM DOES NOT
ALLOW FOR THE USE OF A GARBAGE
GRINDER.
3. MUNICIPAL WATER IS AVAILABLE.
4. ALL CONSTRUCTION TO CONFORM WITH
310 CMR 15.000 AND ALL OTHER
APPLICABLE LOCAL, STATE AND FEDERAL
CODES AND REGULATIONS.
S. INSTALLERICONTRACTOR TO REVIEW &
VERIFY ALL ELEVATIONS AND DETAILS
AND REPORT ANY DISCREPANCIES TO
DESIGNER PRIOR TO CONSTRUCTION OR
ASSUME ALL RESPONSIBILITYY,
6, INSTALLER/ CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING SAFE
WORK AREA, VERIFYING ALL UTILITIES
AND NOTIFYING "DIG SAFE"
(1-888-344-7233) 72 HOURS PRIOR TO
CONSTRUCTION.
7. ANY CHANGES TO OR DEVIATIONS FROM
THIS PLAN MUST BE APPROVED IN
WRITING BY FLAHERTY ENVIRONMENTAL
SERVICES AND LOCAL BOARD OF
HEALTH.
8. FINISH COVER OVER COMPONENTS IS
NOT TO EXCEED 3' PER 310 CMR 15.000
UNLESS SHOWN PER PLAN.
9. ALL ABANDONED SEPTIC SYSTEM
COMPONENTS TO BE PUMPED DRY AND
FILLED WITH CLEAN SAND OR REMOVED
AND REPLACED WITH CLEAN SAND.
10.ALL COMPONENTS TO BE PROVIDED
WITH WATERTIGHT ACCESS PORTS
WITHIN 6" OF FINISH GRADE,
11.ALL SEPTIC TANKS, DISTRIBUTION
BOXES AND PIPING TO BE INSTALLED
WATERTIGHT.
12, NO KNOWN WETLANDS OR WELLS
WITHIN 100 FEET OF PROPOSED
LEACHING.
13. THIS IS NOTA CERTIFIED PLOT PLAN
AND UNDER NO CIRCUMSTANCES IS THIS
PLAN TO BE USED FOR ZONING OR
BUILDING PURPOSES,
14. LOT IS SHOWN AS ASSESSOR'S MAP 91
LOT 195.
15. LOCUS PROPERTY IS NOT LOCATED
WITHIN AN AQUIFER PROTECTION
DISTRICT (ZONE II).
DESIGN CAL COLA TIONS
NUMBER OFACTUAL BEDROOMS 2 (DESIGN FOR 5)
SYSTEM DETAIL Flaherty Environmental Services
P. O, Box 331
Harwich, MA 02645
774.994.1166
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED FLOW
(110 GAL/BRIDAYX 5 BR) 550 GALADAY
REQUIRED SEPTIC TANK CAPACITY 1100 GAL.
SIZE OF SEPTIC TANK 1500 GAL. (PROPOSED)
SOIL CLASSIFICATION 1
DESIGN PERCOLA TION R4 TE <2 MIMANCH 3n213S3d %OOT
EFFLUENT LOADING R4TE 0.74 GAL✓DAY/FT2
LEACHING AREA
(2)x(42'+12.837(29 =219SF 12,83' Q Q Q
42'x 12.83' = 539 SF O I
758 SFx a74 = 561 GPD
USE (4) 500 GALLON H-20 CHAMBERS WITH 4' STONE
AS DIAGRAMMED INA 1283'X 42.0'X 2' CONFIGUR4TION
RESERVE LEACHING CAPACITY 561 GPD
SOIL EVALUATION
TEST HOLE #1
Evaluator. David D. Flaherty Jr., RS, REHS
SE #2755
BOH Witness: Amy Von/lone, RS, CHO
Date. June 5, 2019
TH-1 ELEV. 58.0'
0"-9" JA/E LS IOYR212
9"-34" 1 B LS 10YR516
48" EL. 54.0' r / / I PERC
34"- 123" I C MCS 2.5Y6/6
5 % gravel
G.W. ELEV. N/A
BOTTOM TH-1 ELEV. 47.75'
R1
(NTS)
� Vk 'j-
�rpl Iq
7 certify that on November 12, 2002, /have passed
Me examination approved by the Department of
Environmental Protaot/on and that the above anaiys/s
has been performed by me consistent with the
required training, expertise, and experience described
In 310 CMR 15.018(2)."
SITE AND SEWAGE PLAN
FOR
B & B EXCAVATION, INC./
JACQUES SARKIS
65 GRANDVIEW DRIVE
SOUTH YARMOUTH, MA
PAGE2 0F2