HomeMy WebLinkAbout2018 Oct 12 - Sign Off Transmittal, Plan - Demo of Rear Home Section of ,, TOWN OF YARMOUTH
' ' ° HEALTH DEPARTMENT
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"' PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant: /
Building Site Location: 8> 7 i,r�- $4 . c ! 'i \! "' U - *1 i
Proposed Improvement: j � c: 1 r co ( frc 1--)c-,,,../ ee �- 110 -e+ kr.,,to,(c
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Applicant: ADA vl. Fk'Sk 'l+en Tel. No.: -fl `( - 60 2 0 1 i( t_
Address: A„� '`">1 • G' *; L, (( ° ;`�/1 Date Filed: k / 11 / (6
**Ifyou would like e-mail notification of sign off please provide e-mail address: ( d t ol e 1„,---t-e II ip(Z - G'o N19 5. (-,),An
Owner Name: ) Oki N ( 1 A ( k
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Owner Address: 1 2 1 s'n . 1 - e,/ e-'0,- - I`1 . Owner Tel. No.: 6 13 - I f -
4 6 ‘ 3 i 0 ,
RESIDENTIAL AND/OR COMMERCIAL BUILDING
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements
For Septage Disposal and other Public Health Activities.
Please submit three(3) copies of plans, to include:
(1.) Site Plan showing existing buildings,water line location,
and septic system location;
(2.) Floor plan labeling ALL rooms within building
(all existing and proposed)—
Note:Floor plans not required for decks,sheds, windows, roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
REVIEWED BY: - 0 ' '/ r DATE: // -' /
PLEASE NOTE fiQ !
CO MENTS/ O J DITION,. ,.
/1y
;,44'(.iOf,/?;,
ft ' , G/l c� YI ,r I'�dG .1�
TOP FOUND. EL 13.3'
PRECAST H!O
RISERS (TW.
2'e
EXISTING
PROVIDE MIN. 20' DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6' OF FIN. GRADE
SYSTEM PROFILE
(NOT TO SCALE)
2' PEASTONE OR GEOTEXTILE
1 FILTER FABRIC OVER STONE
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR. FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
27. SLOPE REQUIRED OVER SYSTEM
NOTE: 2" MIN. WALL
THICKNESS REQUIRED - BLOCKS OR
4"OSCH40 FVC MORTAR ALL HR 100 CAST RISERS
6- MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS
12' MIN. INT. ole �2.5' (TYP.) INV'S EL. 9.1 3 �f
ENDS ( SIDES 9.93'
10" EX ;'-G TEE
TEE SEPTIC TANK t9,$'±
WATERTESi O'BOX
GAS BAFFLE - „ „ , , '- FOR LEVELNESS ®®
9.37' 9.2' = -
`° °
3/4"-i-1/2 ' DOUBLE WASHED STONE 4' MIN. LIH-10 500 GAL LEACHING CHAMBER BY ACME PRECAST OR EQUAL
(5) UNITS REQUIRED
ALL AROUNO PRECAST STRUCTURES
6' CRUSHED STONE OR MECHANICAL OVERALL NO
TO OIJTSME OF STONE: 47.50' X 12.63'
COMPACTION. (15.221 [2]) ;n
(_L.4 .. SLOPE) (-L-% SLOPE)
FOUNDATION -EXISTING- SEPTIC TANK 31 D' BOX 12'
'THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
LEGEND -
1 -99-
EXISTING CONTOUR
X 99.1
I
EXIST. SPOT ELEV.
! --(991--
PROPOSED CONTOUR.
198.41
PROPOSED SPOT EL.
TH 1
TEST HOLE
2-/_-
SLOPE OF GROUND
rQ;
UTILITY POLE -
sY
FIRE HYDRANT
III NOTE: NOT ALL SYMBOLS MAY APPEtR IN ORAWING
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE X13587
WITNESS: BRUCE G. MURPHY
DATE: JUNE 20, 2018
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
i
0 12.1'
- A -
LS
IOYR 4/2
6"
TB
LS
1OYR 5/6
30" 9.6'
CG -W ADJ. DATA:
WELL: MIW-29
PES ZONE: A
MS ADJ: 0.5'
1OYR 7/4
2.1' ADJUSTED
GROUNDWATER
126" 1.6'
GROUNDWATER ® 126"
DCE #18-021
Sccle: I"= 20'
0 10 20 30 40 50 FEET
ADJUSTED GROUNDWATER - EL 2.1
NOTES
1. DATUM IS ($
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-14
S. 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 LINE STAKING OR ANY
OTHER PURPOSE.
B. 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 SLL BE
CAWNG DI SAFE (ti 888 344-77233)BLE AND OR LOCUS MAP
VERIFYING THE LOCATION OF ALL UNOERGP.CUND do
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000'±
LEACHING WORK.
FACILITY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 43 PARCEL 39
BE REMOVED BENEATH AND 5' AROUND THE LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2
PROPOSED LEACHING FACILITY. PCT ANNUAL CHANCE FLOOD HAZARD) AS
12 EXISTING LEACHING FACILITY SHALL BE PUMPED SHOWN ON COMMUNITY PANEL #25001CO589J
AND REMOVED OR PUMPED AND FILLED WITH CLEAN DATED 7/16/2014
SAND.
i
I
PRIMATE lY'Ay
(E V7
PORTION
0
ISTING
VG 1
Z. N L +N
= tXi 5-1oj6,
�- EXISTING CESSPOOL
SHAL BE REMOVED OR
FILLED WITH CLEAN SAND
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 5 BEDROOM DWELLING
PROPOSED 5 BEDROOM DWELLING
DESIGN FLOW: 5 BEDROOMS ® 110 GPD = 550 GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD (2) = 1100
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (47.5 + 10.8) 2 (.74) = 172.5 GPD
BOTTOM 47.5 x 10.8 (.74) = 379.6 GPD
TOTAL: 746 S.F. 552.1 GPD
USE (5) 500 GAL LEACHING CHAMBERS (ACME OR EQUAL)
WITH 2.5' STONE AT ENDS AND 3' AT SIDES
MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
1 OF
78 RIVER STREET
►UTH YARMOUTH, MA
PREPARED FOR
JOHN CLARK & CAROLYN PRATT
DATE: JUNE 22, 2018
\cy% oft 508-302-4541
SC8-362-9880
IZ downcape.com
down cape engineering, Inc.
asDR,�"O� civil engineers
land surveyors
9J9 Main Street ( Rte .6A)
DATE DANIEL A. OJALA, P.E., P. .S. YARMOUTHPORT MA 02675
18-021 CLARK-PRATT.DWG