HomeMy WebLinkAboutEngineered Plan - 2011LOCUS MAP
TOP OF FOUNDATION
s:
EL. 26.35'
EL. EXIST.
—�
NE=23.4!9�
NOT TO SCALE � i 1L
DESIGN CALCULATIONS ��P\;. LEACH
Q • FIELD
2 BEDROOM DWELLING = 220 G/P/D REQUIRED
(110 G/P/D PER BEDROOM x 2 BEDROOMS)
NO GARBAGE GRINDER ALLOWED
SEPTIC TANK:
220 G/P/D x 2 = 440 G/P/D REQUIRED
USE EXISTING 1000 GALLON SEPTIC TANK
SOIL ABSORPTION SYSTEM:
PERC RATE = <5 MIN/IN — CLASS I SOIL
BOTTOM: (38)(12) = 456 S.F.
(456)(0.74) = 337.44 G/P/D PROVIDED
USE: (1) 38' x 12' x 0.5' DEEP LEACH FIELD
AS SHOWN IN DETAIL.
DISTRIBUTION
PERFORMED BY: JASON C. ELLIS, R.S., S.E.
WITNESSED BY: AMY VON HONE, YARMOUTH BOH
TEST DATE: JUNE 9, 2011
DEPTH #1 ELEV. DEPTH #2
0.83'
1.83'
5.5'
9.5'
A
LOAMY SAND
10YR3/2
B
LOAMY SAND
10YR4/6
PERC RATE
<2 MIN/IN
C1
MEDIUM SAND
10YR6/4
�} PERC RATE
<-f MIN/IN
C2
LOAMY SAND
10YR6/2
PERC 0 72"
<5 MIN/IN
C3
LAYERS OF
LOAMY SAND AND
FINE SAND
10YR6/2
PERC RATE
13.0' <5 MIN/IN
1 1.9'
NO WATER ENCOUNTERED
Lq.y v.uV
—24.07' D.66'-
-23.07'
.66'-
-23.07' 3.0'-
-19.4' 5.5'-
-15.4'
A
LOAMY SAND
10YR3/2
LOAMY SAND
t0YR4/4
PERC ® 8'
<2 MIN/IN
C1
MEDIUM SAND
10YR6/4
P C RATE
MIN/IN
C2
LAYERS OF
LOAMY SAND AND
FINE SAND
10YR6/2
PERC RATE
<5 MIN/IN
11.5' I 1 13.6'
NO WATER ENCOUNTERED
SECTION DETAIL — COMPONENTS
NOT TO SCALE
EXISTING EL. 25.7'± PROPOSED
SEPTIC TANK DISTRIBUTION BOX
—iTi-1Ti� i I_ITi�Ti_i i i�Ti=t i� i u i i_I u_I n� i'— i2�r _ _ _ _ _
EXISTING 1000 GALLON
SEPTIC TANK L. 23.07' EL. 22.9'
S.A.S. DETAIL
DISTRIBUTION
LINE TYP.
INSTALL GAS BAFFLE AT OUTLET [J�EL. 23.24'
BENCHMARK
TOP OF CONC. ROAD BOUND
EL. 25.0' M.S.L.±
WINSLOW GRAY
\ / C8
0 s
CB
JASON C-7L'LIS, R.S. I JOSEPH REGO, P.L.S.
PROPERTY OWNER AND
CONTRACTORS TO VERIFY
ALL WATER LINES AND GAS
UTILITIES ON PROPERTY.
ROAD
� —'♦ U.P.
37.87' i I
#2
25 o
stiF°I
c ��o
\ 251 'o'
01
i
SLOT 299
10,585 S.F�
I
PLAN REFERENCES:
L.C.P. 305618 SHEET 3
PLAN BOOK 236 PAGE 101 F2
9� EXISITNG
SEPTIC TANK
.i
PCL. 246
CATCH
BASIN
O
PROPOSED S.A.S.
PCL. 244
%24
EXISTIN\PIT LEACH
(ABANDON)
J.C. ELLIS DESIGN
P.O. BOX 2152
BREWSTER, MA 02631
(508)385-2228
Email: jcellisdesignOverizon.net
Cts
�ncrn
2" OF 1/8- TO 1/2 -
DOUBLE
/2'DOUBLE WASHED PEASTONE /
health De p -
X/
IX
cC, ,V
VZ
N me Date
NOTES
1. ALL PRECAST COMPONENTS TO BE H-10 RATED. ALL
COMPONENTS WITH ANY ANTICIPATED VEHICULAR TRAFFIC
TO BE H-20 RATED.
2. ELEVATION DATUM IS FROM USGS QUAD MAP.
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.
5. INSTALLER/CONTRACTOR TO REVIEW & VERIFY ALL
ELEVATIONS AND DETAILS AND REPORT ANY DISCREPANCIES
TO DESIGNER PRIOR TO CONSTRUCTION OR ASSUME ALL
RESPONSIBILITY.
6. INSTALLER/CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
SAFE WORK AREA, VERIFING ALL UTILITIES AND NOTIFYING
DIG SAFE PRIOR TO CONSTRUCTION.
7. ANY CHANGES TO OR DEVIATIONS FROM THIS PLAN MUST
BE APPROVED IN WRITING BY J.C. ELLIS DESIGN CO. AND
BOARD OF HEALTH.
8. FINISH COVER OVER COMPONENTS IS NOT TO EXCEED 3'
PER 310 CMR 15.000.
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 WELLS EXIST WITHIN 100' OF PROPOSED
LEACH AREA.
13. PROPOSED DISTRIBUTION BOX TO BE PLACED ON COMPACTED,
STABLE BASE.
SEPTIC SYSTEM UPGRADE PLAN
SUBJECT:
206 FOREST ROAD
YARMOUTH, MA
PREPARED FOR:
KELLY WATTS
206 FOREST ROAD
YARMOUTH, MA 02664
ASSESSOR'S
MAP 58 PARCEL 245 SCALE: 1"= 30'
DATE: JUNE 10, 2011 SHEET 1 OF 1
REVISED:
,ti F r ,
JA N ti�N
ZI OPHER
ELLIS cn
'o. 26
NITAR
JASON C-7L'LIS, R.S. I JOSEPH REGO, P.L.S.
PROPERTY OWNER AND
CONTRACTORS TO VERIFY
ALL WATER LINES AND GAS
UTILITIES ON PROPERTY.
ROAD
� —'♦ U.P.
37.87' i I
#2
25 o
stiF°I
c ��o
\ 251 'o'
01
i
SLOT 299
10,585 S.F�
I
PLAN REFERENCES:
L.C.P. 305618 SHEET 3
PLAN BOOK 236 PAGE 101 F2
9� EXISITNG
SEPTIC TANK
.i
PCL. 246
CATCH
BASIN
O
PROPOSED S.A.S.
PCL. 244
%24
EXISTIN\PIT LEACH
(ABANDON)
J.C. ELLIS DESIGN
P.O. BOX 2152
BREWSTER, MA 02631
(508)385-2228
Email: jcellisdesignOverizon.net
Cts
�ncrn
2" OF 1/8- TO 1/2 -
DOUBLE
/2'DOUBLE WASHED PEASTONE /
health De p -
X/
IX
cC, ,V
VZ
N me Date
NOTES
1. ALL PRECAST COMPONENTS TO BE H-10 RATED. ALL
COMPONENTS WITH ANY ANTICIPATED VEHICULAR TRAFFIC
TO BE H-20 RATED.
2. ELEVATION DATUM IS FROM USGS QUAD MAP.
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.
5. INSTALLER/CONTRACTOR TO REVIEW & VERIFY ALL
ELEVATIONS AND DETAILS AND REPORT ANY DISCREPANCIES
TO DESIGNER PRIOR TO CONSTRUCTION OR ASSUME ALL
RESPONSIBILITY.
6. INSTALLER/CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
SAFE WORK AREA, VERIFING ALL UTILITIES AND NOTIFYING
DIG SAFE PRIOR TO CONSTRUCTION.
7. ANY CHANGES TO OR DEVIATIONS FROM THIS PLAN MUST
BE APPROVED IN WRITING BY J.C. ELLIS DESIGN CO. AND
BOARD OF HEALTH.
8. FINISH COVER OVER COMPONENTS IS NOT TO EXCEED 3'
PER 310 CMR 15.000.
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 WELLS EXIST WITHIN 100' OF PROPOSED
LEACH AREA.
13. PROPOSED DISTRIBUTION BOX TO BE PLACED ON COMPACTED,
STABLE BASE.
SEPTIC SYSTEM UPGRADE PLAN
SUBJECT:
206 FOREST ROAD
YARMOUTH, MA
PREPARED FOR:
KELLY WATTS
206 FOREST ROAD
YARMOUTH, MA 02664
ASSESSOR'S
MAP 58 PARCEL 245 SCALE: 1"= 30'
DATE: JUNE 10, 2011 SHEET 1 OF 1
REVISED: