HomeMy WebLinkAboutEngineered Plan - 2015SYSTEM PROFILE I' NOTES
PROVIDE WATERTIGHT (NOT 70 SCALE) .: MARK CORNERS OF - 1. DATUM IS NGVD
ACCESS COVERS TO WITHIN 6" of FIN. GRADE LEACHING FIELD W/ PROVIDE INSPECTION PORTS TO
REBAR SET 4 BELOW WITHIN 3" OF FINISH GRADE 2. MUNICIPAL WATER IS EXISTING
\ TOP FOUND. EL. 12.4' GRADE
VENT W/ CHARCOAL FILTER 3. MINIMUM PIPE PITCH TO BE 1/8" rER FOOT.
11.4' MINIMUM .75' OF COVER OVER PRECAST FILTER FABRIC (�
PRECAST H-10 TOP 8.67' FI !ISHE? GRADE— 4" LOAM & SEED 4. DESIGN
TS BLADO AASHFOHR 1Q L PROPOSED PRECAST
RISERS (IYP.) /2P7.SLOPEE RE RED OVER. SYSTEM 1 1.5
2'm 4OSCH40 PVC / •r - !
\� \ . \ \ 1 _ ...�\�\/
PIPES LEVEL 1ST 2' 101, i , I 5. PIPE JOINTS TO BE MADE WATERTIGHT.
-,,.: ;^.`.,• � CLEAN iL , �\• CONNECT
-- - - I AIND VENT IN ACCORDANCE
10" 1500 GAL H-10 14." - Rn�Ee Fvc o.c. 5-0.005-- �) WITH 310TCMR 115. OOT(TITLEO )E
4" PERI 0 I
TEE SEPTIC TANK TEE ,
•\,8.75 'I` 0 o a 'o 0 0 N OS WORK ONLY AND
3/4"-1-1/2'.DOUB.E WASHED o 7 THIS PLA IS FOR PROPOSED
GAS BAFFLE :; . '20000°°'0000°04 - \� 10" STONE LEACHING FI D o I 6"NOT TO BE USED FOR LOT LINE STAKING OR ANY
8.55' $.38' 8.34' 8:0 OTHER PURPOSE.
4' LIQ. LEVEL (ACME OR EQUAL) ; �� r LEVEL BOTTO v! o
.���. �i�-- 8. PIPE FOR SEPTIC SYSTEM TO SCHi 40-4 PVC.
.. _....
•' J
.,°000°0O0M10n0°•O O O O O O O O O O O°O°O°O°O°L
00 0000o WATER
—TEST D1 BOX FOR LEVELNESSoo^
'1'00000c°0700
-
68.0' 9. COMPONENTS NOT TO BE. BACKFILLED OR
6" CRUSHED 'STONE OR MECHANICAL 7 5' CONCEALED WITHOUT INSPECTION BY BOARD OF
COMPACTION. (15.221 [2]) OF HEALTH.
D PERMISSION OBTAINED FROM BOARD
50
( 1 %SLOPE) (1 % SLOPE) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR.
LEACHING CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
FOUNDATION— EXIST. SEPTIC TANK 18 D' BOX 6' VERIFYING THE LOCATION OF ALL UNDERGROUND &
FACILITY { OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE
WORK.
USE ADJ. WATER AT EL. 2.5'
(SITE WITHIN 300' OF TIDAL 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 16 PARCEL 50
SHALL BE REMOVED 5' BENEATH AND AROUND THE
WATER BODY TIDALLY LOCUS IS WITHIN FEMA FLOOD ZONE B AS
*THE. INSTALLER SHALL VERIFY THE LOCATIONS OF ALL I PROPOSED LEACHING FACILITY.
UTILITIES AND ALL BUILDING SEWER OUTLETS AND .ELEVATIONS � INFLUENCED G—W} SHOWN ON COMMUNITY PANEL #250015
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM L) 12. EXISTING LEACHING FACILITY SHALL BE PUMPED 00054 DATED 7/2/92
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND. SITE DOES NOT LIE WITHIN APD
I L.
�; _ •,-._ I ifs
ZONING SUMMARY --_ _ RA 'Bp
ZONING DISTRICT: R-25
_.. - 178.49,
MIN. LOT SIZE 25,000 S.F. _"'"'•�+1..,, r 7�
MIN. LOT FRONTAGE 150'
MIN.. FRONT SETBACK 30� EXIST. BLDG. 3 � —" / `'-
,5 � -- � SYSTEM DESIGN:
MIN. SIDE SETBACK _
MIN. REAR SETBACK 20' I DRIVE AY
++ / / _ Q GARBAGE DISPOSER IS NOT ALLOWED
MAX. BLDG. COVERAGE ALLOWED: 25%
EXISTING BUILDING COVERAGE: 14.6% _ 1� 70 DESIGN FLOW: 4 BEDROOMS Q 110 GPD = 440 GPD
�J 100% RESERVE / /r BENCHMARK -.-
USE A 440 GPD DESIGN FLOW
PROPOSED BUILDING COVERAGE: 16.9% a
CONCRETE BOUND
SEPTIC TANK: 440 GPD (2)
USE EXISTING 1500 GAL. SEPTIC TANK
a11� POOL Q� EXISTING DWELLING o�/of /
�r �` 4" ., ?OP OF FNDN. LEACHING:
TEST HOLE LOGS 1 ;; , EL. 12.5 / / / 440 GPD (.74) = 595 SF REQUIRED
DANIEL A. OJALA, PE, SE a GARAGE / / // 11 X 68 = 748 SF OK
ENGINEER: (�_ a 748 SF X� .74 553 GPD OK
WITNESS: AMY VON HONE, RS a a fa , �o USE A 11 X 6�7� PIPE AND STONE LEACHING FIELD
e a
GATE:
8/19/10
PERC. RATE _ < 2 MIN/INCH V
�T
a 701, Yarmo�ntl�i Health DepLrr neat
^ REMOVE AND REPLACE
PARCEL A � EXISTING SEPTIC SYSTEM
CLASS SOILS ,' 16,261 t SF AS SHOWN
.000 ` =e li to
ELEV.
0" V 11.4' 702 MA
APPROVED DATE BOARD OF HEALTH
A 146 73'
LS
6„ 10YR 3/2 1 TITLE 5 SITE PLAN
REPLACE EXISTING D—BOX EXIST. BLDG. OF
B ( IF NECESSARY
LS ! (SLAB)
15 LEWIS BAY BLVD.
30" 10YR 6/6 8.9'
2nd HOLE WAIVED DUE WEST YARMOUTH _
TO SPACE CONSTRAINTS
PREPARED FOR
C EXIST. BLDG.
PERC MICHAEL & JANET DURKIN
M/FS JULY 10, 2015
A �s� : off 508-362-4541
114' OBS. WATER 1.9'
�� i�l= i�„q�r��` � f% Lel fax 508-362-9880
NIELfi. P
o� SSL 'DANIEL y downco e.com LTAA• K�� �
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10YR 7/2 �, gNo.409€10
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124„ 1.1 Scale: 1 = 20 t � �s , ��:� � iat` .-�,,,
9 ( Rte 6A)
39 Main Street
10-045 1` 20 EW DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
10-045DURKIN.DWG(SBO)
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LOCUS O� l
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( 1 %SLOPE) (1 % SLOPE) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR.
LEACHING CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
FOUNDATION— EXIST. SEPTIC TANK 18 D' BOX 6' VERIFYING THE LOCATION OF ALL UNDERGROUND &
FACILITY { OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE
WORK.
USE ADJ. WATER AT EL. 2.5'
(SITE WITHIN 300' OF TIDAL 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 16 PARCEL 50
SHALL BE REMOVED 5' BENEATH AND AROUND THE
WATER BODY TIDALLY LOCUS IS WITHIN FEMA FLOOD ZONE B AS
*THE. INSTALLER SHALL VERIFY THE LOCATIONS OF ALL I PROPOSED LEACHING FACILITY.
UTILITIES AND ALL BUILDING SEWER OUTLETS AND .ELEVATIONS � INFLUENCED G—W} SHOWN ON COMMUNITY PANEL #250015
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM L) 12. EXISTING LEACHING FACILITY SHALL BE PUMPED 00054 DATED 7/2/92
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND. SITE DOES NOT LIE WITHIN APD
I L.
�; _ •,-._ I ifs
ZONING SUMMARY --_ _ RA 'Bp
ZONING DISTRICT: R-25
_.. - 178.49,
MIN. LOT SIZE 25,000 S.F. _"'"'•�+1..,, r 7�
MIN. LOT FRONTAGE 150'
MIN.. FRONT SETBACK 30� EXIST. BLDG. 3 � —" / `'-
,5 � -- � SYSTEM DESIGN:
MIN. SIDE SETBACK _
MIN. REAR SETBACK 20' I DRIVE AY
++ / / _ Q GARBAGE DISPOSER IS NOT ALLOWED
MAX. BLDG. COVERAGE ALLOWED: 25%
EXISTING BUILDING COVERAGE: 14.6% _ 1� 70 DESIGN FLOW: 4 BEDROOMS Q 110 GPD = 440 GPD
�J 100% RESERVE / /r BENCHMARK -.-
USE A 440 GPD DESIGN FLOW
PROPOSED BUILDING COVERAGE: 16.9% a
CONCRETE BOUND
SEPTIC TANK: 440 GPD (2)
USE EXISTING 1500 GAL. SEPTIC TANK
a11� POOL Q� EXISTING DWELLING o�/of /
�r �` 4" ., ?OP OF FNDN. LEACHING:
TEST HOLE LOGS 1 ;; , EL. 12.5 / / / 440 GPD (.74) = 595 SF REQUIRED
DANIEL A. OJALA, PE, SE a GARAGE / / // 11 X 68 = 748 SF OK
ENGINEER: (�_ a 748 SF X� .74 553 GPD OK
WITNESS: AMY VON HONE, RS a a fa , �o USE A 11 X 6�7� PIPE AND STONE LEACHING FIELD
e a
GATE:
8/19/10
PERC. RATE _ < 2 MIN/INCH V
�T
a 701, Yarmo�ntl�i Health DepLrr neat
^ REMOVE AND REPLACE
PARCEL A � EXISTING SEPTIC SYSTEM
CLASS SOILS ,' 16,261 t SF AS SHOWN
.000 ` =e li to
ELEV.
0" V 11.4' 702 MA
APPROVED DATE BOARD OF HEALTH
A 146 73'
LS
6„ 10YR 3/2 1 TITLE 5 SITE PLAN
REPLACE EXISTING D—BOX EXIST. BLDG. OF
B ( IF NECESSARY
LS ! (SLAB)
15 LEWIS BAY BLVD.
30" 10YR 6/6 8.9'
2nd HOLE WAIVED DUE WEST YARMOUTH _
TO SPACE CONSTRAINTS
PREPARED FOR
C EXIST. BLDG.
PERC MICHAEL & JANET DURKIN
M/FS JULY 10, 2015
A �s� : off 508-362-4541
114' OBS. WATER 1.9'
�� i�l= i�„q�r��` � f% Lel fax 508-362-9880
NIELfi. P
o� SSL 'DANIEL y downco e.com LTAA• K�� �
s
OCIVI o' = C3JxLA
10YR 7/2 �, gNo.409€10
» o s z opss' land surveyors OW engineers
f
124„ 1.1 Scale: 1 = 20 t � �s , ��:� � iat` .-�,,,
9 ( Rte 6A)
39 Main Street
10-045 1` 20 EW DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
10-045DURKIN.DWG(SBO)