HomeMy WebLinkAboutEngineered Plan - 2015LOCATION MAP
LOT 21 (18,038 SF)
ASSESSORS MAP: 101 PARCEL: 69
LAND COURT CASE 32679B
per -mit valid for REPAIR OF SEPTIC SYSTEM
ONLV, due to State and Local septic variances.
Board. of Itealth review and approval is required for
any future additions/renovations/alterations to
sewage facilities.:aml/or structures/dwelling:
Xarmotath Health I)eha01ent
APPRUVEDfS�y�
Date-
�a
GARAGE
PORCH
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
I` 3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY
SEPTIC TANK:
330 GAL / DAY x 2 DAYS = 660 GAL
USE 1000 GALLON SEPTIC TANK (EXISTING)
LEACHING AREA:
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: (29.5' + 9.8') x 2 x 2 = 157 SF (0.74) = 116 GAL/DA
BOTTOM AREA: 29.5'x 9.8'= 289 SF (0.74) =_L14 GAL/DAY
CAPACITY = 330 GAL/DAY
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Ment • V'��
100 \\ 9\ SrRF
DINING
BED
KEY:
BED
LOCUS
EXISTING CONTOUR: - - - -
PROPOSED CONTOUR: ............•
ROOM
LOAMY SAND
EXISTING SPOT ELEVATION: 25.5
14"
MISTREAM
ORNE
PROPOSED SPOT ELEVATION: V575
TEST HOLE:
UTILITY POLE: -o-
kFF� C
FjOF
N
FENCE LINE:
HYDRANT:
RETAINING WALL:
LOCATION MAP
LOT 21 (18,038 SF)
ASSESSORS MAP: 101 PARCEL: 69
LAND COURT CASE 32679B
per -mit valid for REPAIR OF SEPTIC SYSTEM
ONLV, due to State and Local septic variances.
Board. of Itealth review and approval is required for
any future additions/renovations/alterations to
sewage facilities.:aml/or structures/dwelling:
Xarmotath Health I)eha01ent
APPRUVEDfS�y�
Date-
�a
GARAGE
PORCH
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
I` 3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY
SEPTIC TANK:
330 GAL / DAY x 2 DAYS = 660 GAL
USE 1000 GALLON SEPTIC TANK (EXISTING)
LEACHING AREA:
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: (29.5' + 9.8') x 2 x 2 = 157 SF (0.74) = 116 GAL/DA
BOTTOM AREA: 29.5'x 9.8'= 289 SF (0.74) =_L14 GAL/DAY
CAPACITY = 330 GAL/DAY
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\of A
99are I
Ment • V'��
100 \\ 9\ SrRF
DINING
BED
ELEV.
BED
ROOM ]--D
ROOM
ROOM
LOAMY SAND
14"
BATH
99.2
B HORIZON
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
BED
LIVING KITCHEN
28"
10YR 5/8
ROOM
AREA
BATH
PFRC AT 48"
EXISTING FLOOR PLAN
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V
1V23 4300^
A
1N0FMgSo
TERRYANN
os��
WARNER N
No. 38721
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SEPTIC SYSTEM SECTION
COVERS WITHIN 6"
OF FINISHED GRADE
TION
(EXISTING) I�
8.6 \
_EV.
1000 GAL
SEPTIC TANK
TEE SIZES: (TO BE CONFIRMED)
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
BENCHMARK AT
LEFT CORNER
OF BULKHEAD
ELEVATION = 101.63
A \A=45,8g'
p q �Fp \ \ R=156.62,
W
101
pORCy 98
OeF� /NG
top fnaZR OG M
3?
pFck l �y� 9.6
bb
W F
N
99
FFRcF
3T 'os 11 1
SeotO ankh 1
16" red map
-- __• �th_1 �
101- ...
015
`0a
100
D -BOX
(6" STONE UNDER)
-GAS BAFFLE
AT OUTLET TEE
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS: AMY VON HONE, R.S.
DATE: 5-21-15
PERCOLATION RATE: < 2 MIN/IN
T MAX.
COVER
(1' MIN)
2" PEASTONE OR FILTER FABRIC
- 3/4" - 1 1/2"
WASHED STONE
INSPECTION PORT
�- ELEV.= 97.83
95,0
2 2 5' 22 5' ELEV.
-29.5'x 9.8'
3 - 500 GALLON CHAMBERS WITH
2.5' OF STONE AROUND SrDES
AND 2' AT ENDS
(29.5'x 9.8'x 2' DEEP)
TH-1 101.0
6"
FILL
ELEV.
NOTES:
O/A HORIZON
1. VERTICAL DATUM: ASSUMED
LOAMY SAND
14"
10YR 4/1
99.2
B HORIZON
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
LOAMY SAND
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
28"
10YR 5/8
98.7
CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
C1 HORIZON
PFRC AT 48"
LOAMY SAND
66"
2.5Y 7/4
95.5
C2 HORIZON
3
MEDIUM SAND
13. EXISTING LEACH PIT IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
0
2.5Y 7/6
126"
90.5
NO GROUND WATER ENCOUNTERED
THOMAS J
SITE PLAN -3
LOCATION:
55 MIDSTREAM DR., S. YARMOUTH,MA
PREPARED FOR:
RICHARD PASHOIAN
ATE: 7-3-15 SCALE: 1" =ATE: 7-3-15 SCALE: 20'/
BASS RIVER ENGINEERING
P.E. P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426 OR 508-364-9048
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 = 1/4" 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 31.
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.
3
13. EXISTING LEACH PIT IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
0
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
v
15. THIS DESIGN REQUIRES THE FOLLOWING VARIANCE FROM TITLE 5, SECTION 15.211 (1):
co
PROPOSED LEACH AREA TO BE LESS THAN 10' FROM LOT LINE, (VARIANCE OF 4').
THOMAS J
SITE PLAN -3
LOCATION:
55 MIDSTREAM DR., S. YARMOUTH,MA
PREPARED FOR:
RICHARD PASHOIAN
ATE: 7-3-15 SCALE: 1" =ATE: 7-3-15 SCALE: 20'/
BASS RIVER ENGINEERING
P.E. P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426 OR 508-364-9048