HomeMy WebLinkAboutEngineer Plan29
Traverse PC
1 2.0 0�
120.0
0
TBM = EL. 30.0
CORNER OF BULKHEAD
Ln
I--
O
0
NOTE: THIS PROPERTY FALLS WITHIN THE
MA55DEP ZONE II AREAS OF WELLHEAD
CONTRIBUTION
f/ 1
SITE --- SEWAGE PLAN
FO R
G I ALMIRA ROAD 50UTH YARMOUTH, MA
PREPARED FOR
CAPE COD REAL ESTATE GROUP
SCALE DATE DRAWN BY
I " = 20' 06- 17-2024 TMW
JOB NUMBER REVISED SHEET #
SP- I
WELLED ASSOCIATES
P.O. BOX 4 17 CENTERVILLE, MA
TEL: (50(5) 328-4692
EMAIL: trisweller@gmail.com
REGISTERED LAND SURVEYORS � ENVIRONMENTAL CONSULTANTS
JUN -A 202
HEALTH DEPT.
INSTALL RISERS � COVERS TO
WITHIN G" OF FINISH GRADE
(SEE PLAN VIEW FOR LOCATIONS)
T.O.F. @
EL. 29.5
EL. 30.5
1 011
30.0 1411
2 9.5 0 INSTALL GAS BAFFLE
IN OUTLET TEE
PIPE5 TO BE LAID LEVEL FOR
2' OUT OF DISTRIBUTION BOX
4" SCH
40 PVC
00
29.25
NFINSTALL SEPTIC TANK * DIST. BOX
ON 6" LAYER OF CRUSHED STONE
500 GALLON PRECAST p5-6
SEPTIC TANK (H-20)
EL. 29.0
2" LAYER OF DOUBLE WASHED PEA5TONE OVER
3/4" - I %2" DOUBLE WASHED STONE ALL AROUND
EL. 2 9. 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. FLAHERTY, RS t- CSE
WITNESS: B. LEWI5, HEALTH AGENT
PERC RATE: < 2 MIN. / INCH
nFFP nRc,FRVATIMI Hnl F.41 Fl OCa i
DEPTH
FROM
SOIL
SOIL
SOIL COLOR
SOIL
SURFACE
HORIZON
TEXTURE
(MUNSELL)
MOTTLING
OTHER
0" - 9"
A/E
LOAMY SAND
I 0YR3/2
9" - 3 211
B
LOAMY SAND
I OYR5/G
32" - 12011
C
MEDIUM SAND
2.5YG/4
OFFP nRc�F2\/ATlnt\l Hnl F A9
DEPTH
FROM
SOIL
SOIL
SOIL COLOR
SOIL
SURFACE
HORIZON
TEXTURE
(MUNSELL)
MOTTLING
OTHER
nFFP nRciFRVATIMI Hnl F Aq
DEPTH
FROM
SOIL
SOIL
SOIL COLOR
SOIL
SURFACE
HORIZON
TEXTURE
(MUNSELL)
MOTTLING
OTHER
nFFP nRaiFP\/ATlnnl Hnl F .Ed
DEPTH
FROM
SOIL
SOIL
SOIL COLOR
501L
SURFACE
HORIZON
TEXTURE
(MUNSELL)
MOTTLING
OTHER
NO GROUNDWATER ENCOUNTERED
TOP @ EL. 2G.8
BOTTOM @ EL. 24.1
5.0'
BOTTOM OF TEST HOLES @ EL. 1 9. 1
DES16N CALCULATIONS
DAILY FLOW: (2) BDRM5. x 110 GPD = 220 GPD
SEPTIC TANK: 220 GPD x 200% = 440 GPD
USE: 1 500 GALLON PRECAST SEPTIC TANK
SAS: (2) 500 GALLON PRECAST DRYWELL5
LINED w/2' OF DOUBLE WASHED STONE ALL AROUND
BOTTOM: 9' x 2 I' x 0.74 = 139.8 GPD
SIDE: 60 x 2 x 0.74 = 88.8 GPD
TOTAL: 228.7 GPD
GENERAL NOTES
I. SEPTIC SYSTEM IS TO BE INSTALLED IN ACCORDANCE
WITH 3 10 CMR 1 5.00: TITLE V
2. THIS SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF
A GARBAGE DISPOSAL.
3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE
DETERMINATION
4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO
DESIGN ENGINEER FOR ANY REQUIRED INSPECTIONS
5. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ANY UTILITY, ABOVE OR UNDERGROUND, PRIOR TO
ANY EXCAVATION OR CONSTRUCTION
SITE -SEWAGE PLAN
FO R
6 I ALMIfZA ROAD SOUTH YARMOUTH, MA
PREPARED FOR
CAPE COD REAL ESTATE GROUP
SCALE SATE DRAWN BY
06- 17-2024 TMW
lOB NUMBER REVISED #
SP-2
WELLER ASSOCIATES
P.O. BOX 417 CENTERVILLE, MA
TEL: (508) 328-4692
EMAIL: trisweller@gmail.com
REGISTERED LAND SURVEYORS * ENVIRONMENTAL CONSULTANTS
n.-
I I GaVGI oG I l-�