HomeMy WebLinkAboutEngineer PlanSYSTEM ROFILE MMMAARKE13 SYSTEM COMPONENTS
R BE
(NOT TOFFILTER
. COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE ASTONE OR GEOTEXTILE CONCRETE COVERS'TO WITHIN 3" GRADE
TOP FOUND.EL. 25.2' FABRIC OVER STONE
4:4,24.0 MINIMUM .75 OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM
WATERIEST D'BOX FOR LEVELNESS BLOCKS OR
- PRECAST H -To MIN. 2" WALL THICKNESS PRECAST RISERS
4'OSCH40 PVC MORTAR ALL
PIPES LEVEL IST ' COMPONENTS -INVERT JN 20.0' 4
4 (TMP') - SIDES 20.
s ENDS
22.53'±* 10" 1500 GAL H-10 14
22 16' TEE SEPTIC TANK TEE q
t:9 t' 0 0 0 0 6" h IN. SUMP
evoeooaoepgo ° oo
GAS ..o,. °o..o"o- 12" IN. INT. DI go °o°°000
0 0 0
oo°000$oao$o$oop0000000a$°°oo°e° °°o°o°°e°"o°o°°eoo H-10 500 GAL LEACHING CHAMBERS BY ACME -PRECAST OR EQL
+.,o°,o,°.o,o.n?n?o.n o°o°o 000 ° ne eeo°ooeo AL4"-1-1 D DOUBLE WASHED STONE 4� MIN..
- - ALC AROUND RECAST STRUCTURES - (2) UNITS REQUIRED
6 CRUSHED STONE OR MECHANICAL OVERALL DIME SIGNS TO OUTSIDE OF STONE: 25.00' X 12.63'
ON. (15.221 (21)
4X SLOPE) - 5 SLOPE) (2• SLOPE) -
���//////M TH-1
LEACHING tz.o' aorro
FOUNDATION— 1.5' SEPTIC TANK 0' D' BOX 12' FACILITY NO GROUNDWATER FOUND
*THE INSTALLER SHALL VERIFY THE v
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND BENCHMARK: LE
ELEVATIONS ..PRIOR TO INSTALLING ANY BOUND DH
PORTION OF SEPTIC SYSTEM =21.6' NAVD88 m ?r A o
f�
a
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VERIFYING THE LOCATION OF ALL UNDERGROUND &
I. ®►
OVERHEAD UTIUTIES PRIOR TO COMMENCEMENT OF
SCALE 1"=2000'f
D
111
y22
pO `
BE REMOVED BENEATH AND 5' AROUND THE .
PA 0
O
PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X
12. EXISTING LEACHING FACILITY SHALL BE PUMPED (AREA OF MINIMAL FLOOD HAZARD) AS
23
AND REMOVED OR PUMPED AND FILLED WITH CLEAN SHOWN ON COMMUNITY PANEL #25001C0587J
SAND. DATED 7/16/2014
13. OWNER'S ENGINEER TO PERFORM INSPECTIONS SITE IS LOCATED WITHIN THE APD
OF FINAL INSTALLATION. MINIMUM 24 HOURS NOTICE
REQUIRED. (AQUIFER PROTECTION DISTRICT)
LOT 7
SYSTEM DESIGN:
k.
GARBAGE DISPOSER IS NOT ALLOWED
-
WALA-�
�
DESIGN FLO3 EDROOMS ® 110 GPD = 330 GPD
USE A 330 G DESIGN FLOW
16,770± S.I.
SEPTIC TANK: 330 GPD (2) = 660
-- - _,- - -- --- --- -- USE --A 1500 --GAL. SEPTIC--TANK-
EPTIC TANK.LEACHING:
p
,:.
�
LEACHING:
ADJUST A/C
ExrsnNc -- j
DWELCING TDF
BOTTOM 25 x 12.83 (.74) = 237 GPD
PAD AS REO.
= 25.2'
TEST HOLE LOGS o Z o �D .
DESK
•Q T 00 P r/ G--
----c' I
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: JAMES GARDINER �ti O 9
DATE: 4/21/22, 24 3 2
T LP
PERC. RATE _ < 2 MIN/INCH ! '�'" 0F LON ;LP) o ,
CLASS I SOILS °
0 25HED 26.
ELE
1
0» 4. 23.0 23.0' � o
A } 1nn3.(08
LS
3" 1OYR 3/1
E
MS
7 1OYR 5/1 2.42' LAUNDRY KITCHEN 01N/NG BATH (8E D
B
LS HALL
261OYR 4/4 0.83'
"
TV ROOM
LIIANG BED BSD
C ROOM
PERC - - --
MS
2.5Y 7/3
132" 12.0' FLOOR PLAN
NO GROUNDWATER ENCOUNTERED
DCE ##22-085
NOTES
1. 'DATUM IS NASO 88
2. MUNIGPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE .1/8" PER FOOT.
4.. DESIGN LOADING FOR ALL PROPOSED. PRECAST
UNITS TO BE AASHO H-jQ
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT UNE STAKING OR ANY
OTHER PURPOSE.
B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPEC110N BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
MA
2-- APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
/ OF
35 SIERRA WAY
WEST YARMOUTH, MA
OF MIS
SgC tN OF M'q PREPARED FOR
��= DANIELA yN ��= DANIEL ti�Nm
A. JOSEPH PAPPALARDO
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off 508-362-4541
No. 465020 ROFess o� P I fox 508-362-9880
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FSS/ONAL EAG � , .
OWN tope e4giaeeriga',18C.
1 civil engineers
land surveyors
939 Moin Street ( Rte 6A)
DATE DANIEL A. OJALA; P.E., P.L.S. YARMOUTHPORT MA 02675
22-085 PAPPALARDO.DWG
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE.(1-888-344-7233) AND LOCUS MAP
r.
t
VERIFYING THE LOCATION OF ALL UNDERGROUND &
I. ®►
OVERHEAD UTIUTIES PRIOR TO COMMENCEMENT OF
SCALE 1"=2000'f
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED MALL ASSESSORS MAP 67 PARCEL 35
BE REMOVED BENEATH AND 5' AROUND THE .
PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X
12. EXISTING LEACHING FACILITY SHALL BE PUMPED (AREA OF MINIMAL FLOOD HAZARD) AS
AND REMOVED OR PUMPED AND FILLED WITH CLEAN SHOWN ON COMMUNITY PANEL #25001C0587J
SAND. DATED 7/16/2014
13. OWNER'S ENGINEER TO PERFORM INSPECTIONS SITE IS LOCATED WITHIN THE APD
OF FINAL INSTALLATION. MINIMUM 24 HOURS NOTICE
REQUIRED. (AQUIFER PROTECTION DISTRICT)
5
SYSTEM DESIGN:
MA
2-- APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
/ OF
35 SIERRA WAY
WEST YARMOUTH, MA
OF MIS
SgC tN OF M'q PREPARED FOR
��= DANIELA yN ��= DANIEL ti�Nm
A. JOSEPH PAPPALARDO
m
r1- Gds fnoi. " 'CIVIL °' OJALA
_ _:,,fivl - 9 RNo.465020 �� gNo.40980F DATE. APRIL 29, 2022
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I
/v U yi``A�tHOFMgSS9C �p'Z' DANIEL Acy�N
02 DANIELA. yGN o A. 0 10 20 30 -40 50 FEET
OJALA OJALA y
CIVIL m No. 40980
off 508-362-4541
No. 465020 ROFess o� P I fox 508-362-9880
p°��Fo/srE�� �` gNosuavE downcope.com 0
FSS/ONAL EAG � , .
OWN tope e4giaeeriga',18C.
1 civil engineers
land surveyors
939 Moin Street ( Rte 6A)
DATE DANIEL A. OJALA; P.E., P.L.S. YARMOUTHPORT MA 02675
22-085 PAPPALARDO.DWG
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE.(1-888-344-7233) AND LOCUS MAP
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTIUTIES PRIOR TO COMMENCEMENT OF
SCALE 1"=2000'f
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED MALL ASSESSORS MAP 67 PARCEL 35
BE REMOVED BENEATH AND 5' AROUND THE .
PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X
12. EXISTING LEACHING FACILITY SHALL BE PUMPED (AREA OF MINIMAL FLOOD HAZARD) AS
AND REMOVED OR PUMPED AND FILLED WITH CLEAN SHOWN ON COMMUNITY PANEL #25001C0587J
SAND. DATED 7/16/2014
13. OWNER'S ENGINEER TO PERFORM INSPECTIONS SITE IS LOCATED WITHIN THE APD
OF FINAL INSTALLATION. MINIMUM 24 HOURS NOTICE
REQUIRED. (AQUIFER PROTECTION DISTRICT)
5
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
�.
DESIGN FLO3 EDROOMS ® 110 GPD = 330 GPD
USE A 330 G DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
-- - _,- - -- --- --- -- USE --A 1500 --GAL. SEPTIC--TANK-
EPTIC TANK.LEACHING:
LEACHING:
SIDES: "2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
MA
2-- APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
/ OF
35 SIERRA WAY
WEST YARMOUTH, MA
OF MIS
SgC tN OF M'q PREPARED FOR
��= DANIELA yN ��= DANIEL ti�Nm
A. JOSEPH PAPPALARDO
m
r1- Gds fnoi. " 'CIVIL °' OJALA
_ _:,,fivl - 9 RNo.465020 �� gNo.40980F DATE. APRIL 29, 2022
Em
Fn r'3
N (Pnl S ONAL FNG\�� (qo0 S S\0 FMgSS SC01e: I"= 20
I
/v U yi``A�tHOFMgSS9C �p'Z' DANIEL Acy�N
02 DANIELA. yGN o A. 0 10 20 30 -40 50 FEET
OJALA OJALA y
CIVIL m No. 40980
off 508-362-4541
No. 465020 ROFess o� P I fox 508-362-9880
p°��Fo/srE�� �` gNosuavE downcope.com 0
FSS/ONAL EAG � , .
OWN tope e4giaeeriga',18C.
1 civil engineers
land surveyors
939 Moin Street ( Rte 6A)
DATE DANIEL A. OJALA; P.E., P.L.S. YARMOUTHPORT MA 02675
22-085 PAPPALARDO.DWG