HomeMy WebLinkAboutBHDC-24-110INSTALL RISERS * COVERS TO
WITHIN 6" OF FINISH GRADE
(SEE PLAN VIEW FOR LOCATIONS)
T.O.F. @ EL. 29.5
EL. 30.5 I
PIPES TO BE LAID LEVEL FOR
2' OUT OF D15TRIBUTION BOX
4" 5CH
40 PVC
1011
�30.0 /�
14 /
29.50 INSTALL 6A5 BAFFLE �-✓•00..�2883
IN OUTLET TEE 29.25
. *INSTALL SEPTIC TANK DIST. BOX
ON 6" LAYER OF CRUSHED STONE
1500 GALLON PRECAST 0B-6
SEPTIC TANK (H-20)
EL. 29.0
2" LAYER OF DOUBLE WA5hED PEA5TONE OVER
3/4" - 1 %2" DOUBLE WASHED STONE ALL AROUND
EL. 29.0
(2) 500 GALLON PRECAST DRYWELL5
2G. 10
SOIL ABSORPTION SYSTEM
SEPTIC SYSTEM PROFILE
DEEP OBSERVATION HOLE LOGS
DATE: OG- 1 3-2024
TEST BY: D . FLAH ERTY, R5 * C5 E
WITNESS: B. LEW15, HEALTH AGENT
PERC RATE: < 2 MIN. / INCH
DEEP OB5ERVA
I IUN rl
Lt ff I LL.
DEPTH
SOIL
501L
501L COLOR
SOIL
OTHER
FROM
HORIZON
TEXTURE
(MUNSELL)
VC-TLING
SURFACE
011 _ 911
A/E
LOAMY 5AN D
I 0YR3/2
9" - 3211
B
LOAMY SAND
I OYR5/G
32" - 12011
C
MEDIUM SAND
2.5'YG/4
DEEP OBStKVA
I IUIN nvLc
ffg-�
DEPTH
SOIL
501L
501L COLOR
501E
OTHER
FROM
HORIZON
TEXTURE
(MUNSELL)
MOTTLING
SURFACE
DEtr SCKVAI
IVI N nuL
L ffQ
DEPTH
SOIL
SOIL
501L COLOR
501E
OTHER
HORIZON
TEXTURE
(MUNSELL)
'✓IOTTLING
SUff
ROM
DEPTH
FROM
5URFACE
501L I 501L
HORIZON TEXTURE
SOIL COLOR I 501L
(MUNSELL) MOTTW,V'S
NO GROUNDWATER ENCOUNTERED
OTHER
TOP @ EL. 2G.6
BOTTOM @ EL. 24.1
5.0'
BOTTOM OF TEST HOLE5 @ EL. 1 9. 1
DESIGN CALCULATIONS
DAILY FLOW: (2) BDRM5. x I 10 GPD = 220 GPD
SEPTIC TANK: ` 2-2-0! _GP—D-�c 200%0 = 440 GPD
USE: 5_ ALLON PRECAST SEPTIC TANK
SAS: ((2) 5 ALLON PRECAST DRYWELLS
\'UNED w/2' OF DOUBLE WASHED 5TONE ALL AROUND
BOTTOM: 9' x 2 I ' x 0.74 = 139.8 GPD
51DE: GO 2 x0.74 = 888GP
TOTAL: 22(85.7 GPD -
GEWERAL NOTES
1. 5EPTIC 5Y5TEM 15 TO BE I N5TALLED IN ACCORDANCE
WITH 3 10 CM R 1 5.00: TITLE V
2. THI5 5EPTIC 5Y5TEM 15 NOT DESIGNED FOR THE U5E OF
A GARBAGE DISPOSAL.
3. THIS PLAN IE NCT TO BE U5ED FOR PROPERTY LINE
DETERMINATION
4. CONTRACTOR 5I1ALL PROVIDE 48 HOUR NOTICE TO
DE51GN ENGINEER FOR ANY REQUIRED IN5PECTION5
5. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ANY UTILITY, ABOVE OR UNDERGROUND, PRIOR TO
ANY EXCAVATION OR CONSTRUCTION
51TE- 5EWAGE PLAN
FO R
G I ALMIRA ROAD SOUTH YARMOUTh, MA
PREPARED FOR
CAPE COD DEAL ESTATE GROUP
SCALE
-- =
06- 17-2024
DRAWN BY
TMW
SP-2
WELLED ASSOCIATES
P.O. BOX 4 17 CENTERVILLE, MA
TEL: (508) 328-4692
EMAIL: trisweller@gmail.com
REGISTERED LAND SURVEYORS * ENVIRONMENTAL CONSULTANTS .j
Traverse FC