HomeMy WebLinkAboutEngineered Plan - 2018LOCATION MAP
LOT 25 (7,756 SF)
ASSESSORS MAP: 107 PARCEL: 34
PLAN BOOK: 467, PAGE: 41
75
O.vAA
M18-55
29.5'
LEACH AREA DETAIL
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: (3 BEDROOM DESIGN, MINIMUM)
USE 3 - 500 GALLON CHAMBERS (8.5'x 4.8'x 2' EFF. DEPTH) WITH
2.5' OF STONE AROUND SIDES AND 2' AT ENDS (29.5'x 9.8'x 2' DEEP)
SIDE AREA: (29.51+ 9,81 x 2 x 2 = 157 SF (0.74) = 116 GAL/DAY
BOTTOM AREA: 29.5'x 9.8'= 289 SF (0.74) = 214 GAL/DAY
CAPACITY= 330 GAL/DAY
REQUIRED VARIANCES FROM TITLE FIVE:
1. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 20' FROM CELLAR WALL (VARIANCE OF 6').
2. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 10' FROM LOT LINE (VARIANCE OF 4').
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SEPTIC SYSTEM SECTION
82.74 COVERS WITHIN 6"
TOP OF w m y;
OF FINISHED GRADE
FOUNDATION
79.3 .4
1/8" per ft..
ELEV.
a 78.5
(EXISTING) ELEV.
78.75
ELEV.
1000 GAL
SEPTIC TANK
TEE SIZES: (TO BE CONFIRMED)
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
T MAX.
COVER
(V MIN)
1/8" perft.
D -BOX
(6" STONE UNDER)
77.85
ELEV.
- GAS BAFFLE
AT OUTLET TEE
bh
- TEST HOLE LOGS
KITCHEN
ETH
DECK BED ENGINEER: THOMAS MCLELLAN, P.E.
ROOM WITNESS: AMY VON HONE, R.S.
DATE: 9-13-18
ROOM BED ROOM PERCOLATION RATE: < 2 MIN/IN
Permit valid `(or REPAIR OF SEPTIC SISTEP
ONLY; due t® State and Local septic variances.
Board of 11calth review and approval is reyuire(f for
ay, future additions/renovations/alterations to
Sewage facilities and/or structures/dwelling.
Vart~iotith health Department
APPROVE/
A
BENCHMARK AT
LEFT CORNER
OF BULKHEAD
ELEVATION = 81.97
-Date
OF rngss9c
TERRY
o ANN �
tNARNER
No. 38721
f
NOTES:
�2" PEASTONE OR FILTER FABRIC
3/4" -1 1/2"
WASHED STONE
INSPECTION PORT
ELEV.= 78.68
Lq=I I ° ° ° ° I -IMM 75.85
22 5' 22 5' ELEV.
29.6'x 9.8'
3 - 500 GALLON CHAMBERS WITH
2.5' OF STONE AROUND SIDES
AND 2' AT ENDS
(29.5'x 9.8'x 2' EFFECTIVE DEPTH)
TH-1 82.0
O/A HORIZON ELEV.
LOAMY SAND
10YR 4/2 81.5
B HORIZON
LOAMY SAND
10YR 7/8 79.5
C HORIZON
MEDIUM SAND t'
2.5Y 7/6 C AT 54"
138"1 1 70.5
NO GROUND WATER ENCOUNTERED
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.
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 3' 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. THE ORIGINAL SITE PLAN, ON RECORD AT THE HEALTH DEPARTMENT, SHOWS DRIVEWAY IN ALTERNATIVE
LOCATION AND LEACH PIT NOT NOTED AS H-20. IF CONTRACTOR CAN NOT VERIFY THAT EXISTING
LEACH PIT IS H-20 CLASS, IT MUST BE PUMPED AND FILLED WITH SAND. I
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
G3G�C�C��MGD
UCI0 4 201$ SITE PLAN
HEALTH DEPT.
I I\ I gy)jy V V V V 1(r) I I
THOMAS J. McLEL�-LAN, P.E.
LOCATION:
4 RHINE RD., YARMOUTHPORT, MA
PREPARED FOR:
ARILETHE QUEIROZ
DATE: 9-13-18 SCALE: 1" = 2
BASS RIVER ENGINEERING
P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048
KEY:
EXISTING CONTOUR: - - - -
GERMAN p`NO
PROPOSED CONTOUR: -------------
.1 GN
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25.5
TEST HOLE: +
UTILITY POLE: -O-
N
FENCE LINE: -
LOCUS
HYDRANT: -b-
4
RETAINING WALL:
29
L
Rnl lTE 6
(�
LOCATION MAP
LOT 25 (7,756 SF)
ASSESSORS MAP: 107 PARCEL: 34
PLAN BOOK: 467, PAGE: 41
75
O.vAA
M18-55
29.5'
LEACH AREA DETAIL
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: (3 BEDROOM DESIGN, MINIMUM)
USE 3 - 500 GALLON CHAMBERS (8.5'x 4.8'x 2' EFF. DEPTH) WITH
2.5' OF STONE AROUND SIDES AND 2' AT ENDS (29.5'x 9.8'x 2' DEEP)
SIDE AREA: (29.51+ 9,81 x 2 x 2 = 157 SF (0.74) = 116 GAL/DAY
BOTTOM AREA: 29.5'x 9.8'= 289 SF (0.74) = 214 GAL/DAY
CAPACITY= 330 GAL/DAY
REQUIRED VARIANCES FROM TITLE FIVE:
1. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 20' FROM CELLAR WALL (VARIANCE OF 6').
2. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 10' FROM LOT LINE (VARIANCE OF 4').
vT
D �'�
7 78
panel% A� f I��
SEPTIC SYSTEM SECTION
82.74 COVERS WITHIN 6"
TOP OF w m y;
OF FINISHED GRADE
FOUNDATION
79.3 .4
1/8" per ft..
ELEV.
a 78.5
(EXISTING) ELEV.
78.75
ELEV.
1000 GAL
SEPTIC TANK
TEE SIZES: (TO BE CONFIRMED)
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
T MAX.
COVER
(V MIN)
1/8" perft.
D -BOX
(6" STONE UNDER)
77.85
ELEV.
- GAS BAFFLE
AT OUTLET TEE
bh
- TEST HOLE LOGS
KITCHEN
ETH
DECK BED ENGINEER: THOMAS MCLELLAN, P.E.
ROOM WITNESS: AMY VON HONE, R.S.
DATE: 9-13-18
ROOM BED ROOM PERCOLATION RATE: < 2 MIN/IN
Permit valid `(or REPAIR OF SEPTIC SISTEP
ONLY; due t® State and Local septic variances.
Board of 11calth review and approval is reyuire(f for
ay, future additions/renovations/alterations to
Sewage facilities and/or structures/dwelling.
Vart~iotith health Department
APPROVE/
A
BENCHMARK AT
LEFT CORNER
OF BULKHEAD
ELEVATION = 81.97
-Date
OF rngss9c
TERRY
o ANN �
tNARNER
No. 38721
f
NOTES:
�2" PEASTONE OR FILTER FABRIC
3/4" -1 1/2"
WASHED STONE
INSPECTION PORT
ELEV.= 78.68
Lq=I I ° ° ° ° I -IMM 75.85
22 5' 22 5' ELEV.
29.6'x 9.8'
3 - 500 GALLON CHAMBERS WITH
2.5' OF STONE AROUND SIDES
AND 2' AT ENDS
(29.5'x 9.8'x 2' EFFECTIVE DEPTH)
TH-1 82.0
O/A HORIZON ELEV.
LOAMY SAND
10YR 4/2 81.5
B HORIZON
LOAMY SAND
10YR 7/8 79.5
C HORIZON
MEDIUM SAND t'
2.5Y 7/6 C AT 54"
138"1 1 70.5
NO GROUND WATER ENCOUNTERED
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.
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 3' 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. THE ORIGINAL SITE PLAN, ON RECORD AT THE HEALTH DEPARTMENT, SHOWS DRIVEWAY IN ALTERNATIVE
LOCATION AND LEACH PIT NOT NOTED AS H-20. IF CONTRACTOR CAN NOT VERIFY THAT EXISTING
LEACH PIT IS H-20 CLASS, IT MUST BE PUMPED AND FILLED WITH SAND. I
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
G3G�C�C��MGD
UCI0 4 201$ SITE PLAN
HEALTH DEPT.
I I\ I gy)jy V V V V 1(r) I I
THOMAS J. McLEL�-LAN, P.E.
LOCATION:
4 RHINE RD., YARMOUTHPORT, MA
PREPARED FOR:
ARILETHE QUEIROZ
DATE: 9-13-18 SCALE: 1" = 2
BASS RIVER ENGINEERING
P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048