HomeMy WebLinkAbout8 Setucket Rd septic 1Q. !t KEY:
4
EXISTING CONTOUR: - — -
PROPOSED CONTOUR: •--•--•---•••
O EXISTING SPOT ELEVATION:25,5
-A PROPOSED SPOT ELEVATION: K,_
TEST HOLE: -
UTILITY POL
FENCE LINE
HYDRANT: -6-
RETAINING WALL:
LOCUS jZ
LT LOCATION 1 31 SF)
ASSESSORS MAP: 143 PARCEL: 160
PLAN BOOK: 206, PAGE: 45
BED KITCHEN
ROOM BATH DINING
AREA
IVING
LIVING
BED BED ROOM
ROOM ROOM GARAGE
1st FLOOR
Q MUD BATH
ROOM
3 i FAMILY
ROOM
ROOM
BASEMENT
EXISTING FLOOR PLAN
7UN 14 2022
H LTH DEPT.
O s9
O .�
a d)
Permit valid for REPAIR OF SEPTIC SYS
OiNLV, due to State and 1 A of septic variances.
Board of Health review and approval is required for
any future additions/renirvations/alterations, to
sewage facilities and/or structures/dwelling .
Yarmouth N•eatth Department
APPROVED
me Date
SEPTIC SYSTEM DESIGN
L_4
ESTIMATE:
BEDROOMS AT 110 GAL /�DAY440 GAL /DAY
SEPTIC TANK:
440 GAL / DAY x 2 DAYS = 880 GAL
USE 1000 GALLON SEPTIC TANK (EXISTING)
LEACHING AREA:
USE 3 - 500 GALLON CHAMBERS (8.5' x 4.8' x 2' EFF. DEPTH) WITH
4' OF STONE ALL AROUND (33.5' x 12 8' x 2' DEEP)
SIDE AREA: (33.5' + 12.8') x 2 x 2 = 185 SF (0.74) = 137 GAL/DAY
BOTTOM AREA: 33.5' x 12.8' = 429 SF (0.74) = 317 GAL/DAY
CAPACITY = 464 GAL/DAY
86'/ ,r
O 84 th-1
r ' f 12"
oak \ +
i� 16"
pine /jOW&t i ,
12" / 12"oak
/ \
pine `
84 oak
\ 82.1
86
1
f' 88 '
Q
QaJ�
l
i
t
f�
— --- -/--- - --
93 5
84
�A
BENCHMARK AT —
ORANGE PAINT
MARK ON WALL
ELEVATION = 89.67
Sidewalk
0�G1
of PAVE SETUCKET ROAD
SEPTIC SYSTEM SECTION
/- COVERS WITHIN 6"
/ OF FINISHED GRADE
OUTLET PIPE
UNDER BASEMENT
FLOOR
EXISTING LEACH PIT
(SEE NOTE 13)
90
TION
80.9
(EXISTING) ELEV.
EV.
1000 GAL
SEPTIC TANK
TEE SIZES: (TO BE CONFIRMED)
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
90
D-BOX
(6" STONE UNDER)
(H-20)
-GAS BAFFLE
AT OUTLET TEE
TEST HOLE LOGS
ENGINEER: THOMAS MCLELLAN, P.E.
WITNESS: AMY VON HONE,R.S.
DATE: 7-10-14
PERCOLATION RATE: < 2 MIN/IN
'2" PEASTONE OR FILTER I
WASHED STONE
INSPECTION PORT
C )'
(1
71
4t 4r El
"E33.5' x
3 - 500 GALLON CHAMBERS WITH
4' OF STONE ALL AROUND
(33.5' x 1((2.8' x))2' DEEP)
(TO BEHVENTED)
THA
84.0
O/A HORIZONV
LOAMY SAND
16"
10YR 4/2
82.7
B HORIZON
LOAMY SAND
42"
10YR 5/8
5
D
PERC AT 66"
F8/4
775
AND171.0
NO GROUND WATER ENCOUNTERED
NOTES:
1. V'ERTICAL 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 SPECIFICAT14
5, PIPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE).
6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL,
T THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOi
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONN
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,
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.
13. EXISTING LEACH PIT IS TO BE PUMPED AND REMOVED.
14. D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
15.THIS PLAN REQUIRES THE APPROVAL OF A VARIANCE FROM TITLE 5, SECTION 15.221 (7),
PROPOSED LEACH AREA TO BE MORE THAN Y BELOW GRADE, (VARIANCE OF 2').
Fj
W rum
W1 ;1 k
THOMAS J. McL AT
SITE PLAN
LOCATION:
8 SETUCKET RD. YARMOUTHPORT M,
PREPARED FOR:
AMA PONS
DATE: 7-11-14 SCALE: 1" =
BASS RIVER ENGINEERING
P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426 OR 508-364-9048