HomeMy WebLinkAboutEngineer PlanPROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
EL. 21.4'
SYSTEM PROFILE
(NOT TO SCALE)
2" PEASTONE.OR GEOTEXTILE
1 FILTER FABRIC OVER STONE
ALL SYSTEM COMPONENTS SHALL BE
MATtKED WffH MAGNETIC TAPE OR
PARAffiE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
2X SLOPE REQUIRED OVER SYSTEM
--- - - MIN. 2" WALL THICKNESS
PRECAST H-10 BLOCKS OR
RISERS (TYP.) , PRECAST RISERS
2.6 18.57 4"OS L PVC MORTAR ALL H-10
PIPES LEVEL 1ST 2' 4 COMPONENTS ,
I
ENDS TYP) a ri SIDES
t0« EXISTING 14" °°°°°� •=..r
TEE SEPTIC TANK** TEE
GAS BAFFLE:` , r o 0 0„0_ Rq pp�� ppyq °oo° a
16.84' 16.67'
17.241'*
;�o�o�a�o .
a:.
; ,,.' =•'�" 6' MIN. SUMP
12' MIN. INT. DIM. LH -20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' Y 9.83'
COMPACTION. (15.221 [2]) c
d
(-!-X SLOPE) (3_3 X SLOPE)
H-20
FOUNDATION— EXIST. — SEPTIC TANK 10' D' BOX
17'
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE
CONDITIONS IF NOT SUITABLE
LEGEND
— 99—
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[991--
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
-
TEST HOLE
2%,.
SLOPE OF GROUND
`-b
UTILITY POLE
V
FIRE HYDRANT
LEACHING
FACILITY
9.0 BOTTOM TH-1 t
NO GROUNDWATER FOUND
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5.00)
0b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 15.1')
NOTES
1. DATUM IS NAVO 88
2. MUNICIPAL 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—M
5. PIPE JOINT'S 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 LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
BE REMOVED BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED
13. OWNER'S ENGINEER TO PERFORM INSPECTIONS
OF THE FINAL INSTALLATION. MINIMUM OF 24 HOURS
NOTICE REQUIRED.
Permit valid for REPAIR OF SEPTIC SYSTEM
ONLY, due to State and Local septic variances.
Board of Health review and approval is required for
anyfuture additions/renovations/alterations to
sewage facilities and/or structures/dwelling.
Yarmouth Health Department
APPROVED
ame Date
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 49 PARCEL 213
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD _HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO587J
DATED 7/16/2014
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
- DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
**RE—USE EXISTING 1000 GAL. SEPTIC TANK
TEST HOLE LOGSg� T y$o�' oo LEACHING:
BENCHMARK: SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD
BULKHEAD
�BOTTOM 30 x 9.83 (.74) = 218 GPD
ENGINEER: DANIEL E. GONSALVES, SE #13587 LOT 52 =20.3' NAVD88
WITNESS: BRUCE MURPHY
10,000± S.F. 19 00 �'• GARAGE BED TOTAL: 454 S.F. 336 GPD
DATE: 9-15-21 0 LIVING O ( )
PERC. RATE _ < 2 MIN/INCH REMOVE/RELOCATE USE 2 500 GAL. LEACHING CHAMBERS ACME OR EQUAL
� `L � ROOM HALL WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5'
PAVED ncwcrn I, pFn ES STORAGE BATH BATH BED BETWEEN UNITS
CLASS I SOILS
ELEV.
1
0. 20.0'
FILL
48" 1 1 16.0'
PERC
C
LE
2.5Y 7/4
132" 1 9_0,
NO GROUNDWATER ENCOUNTERED
DCE #21-331
EA W
Scale: I"= 20'
0 10 20 30 40 50 FEET
SUN
ROOM
KITCHEN/DINING
FLOOR PLAN
(N. T. S. )
DANIELA
GJALA
CIVIL
No. 46502
DANIEL
A.
Pa.-G9S0',
DATE DANIEL A. OJALA, P.E., P.L.S.
RECEIVED
MAR 2 2 2022
HEALTH DEPT.
TITLE 5 SITE PLAN
OF
17 MERGANSER LANE
WEST YARMOUTH, MA
PREPARED FOR
JESSICA LANGE
DATE: SEPT. 17, 2021
off 508-362-4541
fax 508-362-9880
downcape.com p
doWe Cope e/!gi/leeri/!g, MC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
21-331 LANGE.DWG
r
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 49 PARCEL 213
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD _HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO587J
DATED 7/16/2014
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
- DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
**RE—USE EXISTING 1000 GAL. SEPTIC TANK
TEST HOLE LOGSg� T y$o�' oo LEACHING:
BENCHMARK: SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD
BULKHEAD
�BOTTOM 30 x 9.83 (.74) = 218 GPD
ENGINEER: DANIEL E. GONSALVES, SE #13587 LOT 52 =20.3' NAVD88
WITNESS: BRUCE MURPHY
10,000± S.F. 19 00 �'• GARAGE BED TOTAL: 454 S.F. 336 GPD
DATE: 9-15-21 0 LIVING O ( )
PERC. RATE _ < 2 MIN/INCH REMOVE/RELOCATE USE 2 500 GAL. LEACHING CHAMBERS ACME OR EQUAL
� `L � ROOM HALL WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5'
PAVED ncwcrn I, pFn ES STORAGE BATH BATH BED BETWEEN UNITS
CLASS I SOILS
ELEV.
1
0. 20.0'
FILL
48" 1 1 16.0'
PERC
C
LE
2.5Y 7/4
132" 1 9_0,
NO GROUNDWATER ENCOUNTERED
DCE #21-331
EA W
Scale: I"= 20'
0 10 20 30 40 50 FEET
SUN
ROOM
KITCHEN/DINING
FLOOR PLAN
(N. T. S. )
DANIELA
GJALA
CIVIL
No. 46502
DANIEL
A.
Pa.-G9S0',
DATE DANIEL A. OJALA, P.E., P.L.S.
RECEIVED
MAR 2 2 2022
HEALTH DEPT.
TITLE 5 SITE PLAN
OF
17 MERGANSER LANE
WEST YARMOUTH, MA
PREPARED FOR
JESSICA LANGE
DATE: SEPT. 17, 2021
off 508-362-4541
fax 508-362-9880
downcape.com p
doWe Cope e/!gi/leeri/!g, MC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
21-331 LANGE.DWG