HomeMy WebLinkAboutEngineered Plan - 2019NKEY:
4 EXISTING CONTOUR: - — — -
PROPOSED CONTOUR: .............
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25.5
QUARTERMASTER TEST HOLE: t
ROW UTILITY POLE: -O-
FENCE LINE:
WINDJAMMER LN HYDRANT: -.-
RETAINING WALL:
CAPT RYDER RD II
LOCUS
LOCATION MAP
LOT 89 (14,875 SF)
ASSESSORS MAP: 77 PARCEL: 107
PLAN BOOK: 250, PAGE: 139
M18-82
24.0'
0
LEACH AREA DETAIL
---100
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
2 BEDROOMS AT 110 GAL / DAY = 220 GAL / DAY
SEPTIC TANK:
220 GAL / DAY x 2 DAYS = 440 GAL
USE 1000 GALLON SEPTIC TANK (EXISTING)
LEACHING AREA:
USE 2 FLOWDIFFUSORS WITH 4' OF STONE ALL AROUND
(24'x 12'x 11" EFFECTIVE DEPTH
SIDE AREA: (24' + 12') x 2 x 11/12 = 66 SF (0.74) =.j9 GAUDAY
BOTTOM AREA: 24'x 12'= 288 SF (0.74) =213 GAL/DAY
CAPACITY = 262 GAUDAY
MSR
102 , v�
- 102
GARAGE
SEPTIC SYSTEM SECTION
104.53 COVERS WITHIN 6"
TOP OF
OF FINISHED GRADE
,,
FOUNDATION
101.36/a 1/8" per ft
ELEV.
100,95
(EXISTING) ELEV. 1
01.2
ELEV.
1000 GAL
SEPTIC TANK
T MAX.
COVER
(V MIN)
1/8" per ft
-�v• GLG V.
D -BOX
(6" STONE UNDER)
TEE SIZES: (TO BE CONFIRMED) ELEV.
INLET: 6" UP 13" DOWN GAS BAFFLE
OUTLET: 6" OP, 14" DOWN AT OUTLET TEE
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, RE,
WITNESS: AMY VON HONE, R.S.
LIVING CLOS. BED DATE: 1-10-19
ROOM ROOM
BATH PERCOLATION RATE: <2 MIN/IN
DINING I BED
I ROOM
ROOM BATH
KITCHEN
SH
DECK L—JEE3
EXISTING FLOOR PLAN
F
rmouth Healtli (Department
P �VED
m (Date
BENCHMARK AT
RIGHT CORNER
OF TOP CONC. STEP
ELEVATION = 104.87
MAR 19 2019
HEALTH DEPT.
�j va��tN OF MAS;N �
TERRY
o ANN in
" WARNER
), No. 38721 s:
USGS GROUND WATER ADJUSTMENT:
WELL: AIW-230, ZONE: B, ADJ. (DEC.): 0.1'
ADJUSTED GROUND WATER ELEV.= 94.6
2" PEASTONE OR FILTER FABRIC
- 3/4" - 1 1/2" DOUBLE
WASHED STONE
INSPECTION PORT
r-
ELEV.= 101.16
1,1=1 11 . "°"°"°°"°°"1'1 9966
<->
4 ELEV.
F
24'x 12'
2 FLOWDIFFUSORS WITH 5.06'
4' OF STONE ALL AROUND
(24'x 12'x 11" DEEP)
ADJUSTED GROUND WATER ELEVATION = 94,6
TH-1
FILL
LOAMY SAND
1 OYR 3/3 99..5
B HORIZON
LOAMY SAND
1 OYR 5/8 98.5
C HORIZON
MEDIUM SAND
2.5Y 7/4 FERC AT 48"
120"1 GROUNDWATER
NOTES:
1, VERTICAL DATUM: ASSUMED
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 --4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS.
5. PIPE PITCH = 1/8" PER FOOT (UNLESS NOTED OTHERWISE).
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
I
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS,
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED T WITHOUT VARIANCE.
11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA.
12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND
IS SUBJECT TO CHANGE UNTIL SUCH TIME. THIS PLAN HAS BEEN PREPARED FOR THE SOLE
PURPOSE OF CONSTRUCTION OF A NEW SEPTIC SYSTEM AND DOES NOT NECESSARILY
REPRESENT A FULL DETAILED PROPERTY SURVEY.
13. EXISTING LEACH PIT IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
15, ALL UNSUITABLE SOIL (FILL, A & B HORIZON, APPROX. 42" DEEP) WITHIN 5' OF PROPOSED LEACH AREA
IS TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND.
16.2 BEDROOM DEED RESTRICTION TO BE FILED AT REGISTRY OF DEEDS PRIOR TO CONSTRUCTION.
D,10149p,SJ.
ftL ELLN4
1>1VI1..
NO. 336471
SITE PLAN
LOCATION:
65 WINDJAMMER IN., S. YARMOUTH, MA
PREPARED FOR:
CECILE WILHELMI
DATE: 1-14-19 SCALE: 1" = 20'
BASS RIVER ENGINEERING
TIOMAS J. McLELLAN, P.E. P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048
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M18-82
24.0'
0
LEACH AREA DETAIL
---100
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
2 BEDROOMS AT 110 GAL / DAY = 220 GAL / DAY
SEPTIC TANK:
220 GAL / DAY x 2 DAYS = 440 GAL
USE 1000 GALLON SEPTIC TANK (EXISTING)
LEACHING AREA:
USE 2 FLOWDIFFUSORS WITH 4' OF STONE ALL AROUND
(24'x 12'x 11" EFFECTIVE DEPTH
SIDE AREA: (24' + 12') x 2 x 11/12 = 66 SF (0.74) =.j9 GAUDAY
BOTTOM AREA: 24'x 12'= 288 SF (0.74) =213 GAL/DAY
CAPACITY = 262 GAUDAY
MSR
102 , v�
- 102
GARAGE
SEPTIC SYSTEM SECTION
104.53 COVERS WITHIN 6"
TOP OF
OF FINISHED GRADE
,,
FOUNDATION
101.36/a 1/8" per ft
ELEV.
100,95
(EXISTING) ELEV. 1
01.2
ELEV.
1000 GAL
SEPTIC TANK
T MAX.
COVER
(V MIN)
1/8" per ft
-�v• GLG V.
D -BOX
(6" STONE UNDER)
TEE SIZES: (TO BE CONFIRMED) ELEV.
INLET: 6" UP 13" DOWN GAS BAFFLE
OUTLET: 6" OP, 14" DOWN AT OUTLET TEE
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, RE,
WITNESS: AMY VON HONE, R.S.
LIVING CLOS. BED DATE: 1-10-19
ROOM ROOM
BATH PERCOLATION RATE: <2 MIN/IN
DINING I BED
I ROOM
ROOM BATH
KITCHEN
SH
DECK L—JEE3
EXISTING FLOOR PLAN
F
rmouth Healtli (Department
P �VED
m (Date
BENCHMARK AT
RIGHT CORNER
OF TOP CONC. STEP
ELEVATION = 104.87
MAR 19 2019
HEALTH DEPT.
�j va��tN OF MAS;N �
TERRY
o ANN in
" WARNER
), No. 38721 s:
USGS GROUND WATER ADJUSTMENT:
WELL: AIW-230, ZONE: B, ADJ. (DEC.): 0.1'
ADJUSTED GROUND WATER ELEV.= 94.6
2" PEASTONE OR FILTER FABRIC
- 3/4" - 1 1/2" DOUBLE
WASHED STONE
INSPECTION PORT
r-
ELEV.= 101.16
1,1=1 11 . "°"°"°°"°°"1'1 9966
<->
4 ELEV.
F
24'x 12'
2 FLOWDIFFUSORS WITH 5.06'
4' OF STONE ALL AROUND
(24'x 12'x 11" DEEP)
ADJUSTED GROUND WATER ELEVATION = 94,6
TH-1
FILL
LOAMY SAND
1 OYR 3/3 99..5
B HORIZON
LOAMY SAND
1 OYR 5/8 98.5
C HORIZON
MEDIUM SAND
2.5Y 7/4 FERC AT 48"
120"1 GROUNDWATER
NOTES:
1, VERTICAL DATUM: ASSUMED
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 --4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS.
5. PIPE PITCH = 1/8" PER FOOT (UNLESS NOTED OTHERWISE).
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
I
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS,
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED T WITHOUT VARIANCE.
11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA.
12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND
IS SUBJECT TO CHANGE UNTIL SUCH TIME. THIS PLAN HAS BEEN PREPARED FOR THE SOLE
PURPOSE OF CONSTRUCTION OF A NEW SEPTIC SYSTEM AND DOES NOT NECESSARILY
REPRESENT A FULL DETAILED PROPERTY SURVEY.
13. EXISTING LEACH PIT IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
15, ALL UNSUITABLE SOIL (FILL, A & B HORIZON, APPROX. 42" DEEP) WITHIN 5' OF PROPOSED LEACH AREA
IS TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND.
16.2 BEDROOM DEED RESTRICTION TO BE FILED AT REGISTRY OF DEEDS PRIOR TO CONSTRUCTION.
D,10149p,SJ.
ftL ELLN4
1>1VI1..
NO. 336471
SITE PLAN
LOCATION:
65 WINDJAMMER IN., S. YARMOUTH, MA
PREPARED FOR:
CECILE WILHELMI
DATE: 1-14-19 SCALE: 1" = 20'
BASS RIVER ENGINEERING
TIOMAS J. McLELLAN, P.E. P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048