HomeMy WebLinkAbout1006 Route 28 - Site Plan of Land 7FROF7 I LE : NOT TO sOALE
EL.= 20.5
<:
14 PVG
SGH AO
8.00
7.7571117
5" HEAVY DUTY FRAME
& DOVER (H -2o)
N
0
5" HEAVY DUTY FRAME
& DOVER (H-20)
u
I NSTALL GAS 15AFFLE\
7 J5 IN OUTLET TEE
4000 GA'_LON
SEPTIC TANK
STONE { ?ASE
PRA I NAGE OALOULAT I ON<3
DEVELOPED AREA (PAVEMENT & ROOF): 30000 SF.0.69 ACRES)
BUFFERS & UNDISTURBA: 3
UNDISTURBED AREA: SF. (0.71 A6RES)
_ (0.69 x 0.90) + (0.71 x 0.30)
1.40
SF.
USE: (50) 4' X 5" CLLTEC FI ELP DRAIN PANELS , 4d x 64' LEACHING FIELD
CAPACITY: 2560.0 SF.
SEPT I O 5Y(3TEM PEs 1 CSN DATA
DAILY FLOW:
98 SEATS x20 GPD. /SEAT =1960 GPD.
GREASE TRAP: 95 SEATS x B GPD. =1470 GPD.
USE: 2000 GALLON PRECAST HEAVY DUTY GREASE TRAP (H-20)
SEPTI G TAN K: 1960 GPD x200% =352O GPD
U5E: 4000 PRECAST HEAVY DUTY SEPTIC TAN K (H-20)
D15TR6UTlON 130X:
USE: 6" x6" PRECAST (20) OUTLET D15TRDUTON BOX
SOIL ADSORPTION SYSTEM:
USE: 40" x72'LEAGHFIELDCONS15TINGOFCULTEGFIELDDRAINPANELS
GAPAGFY:
BOTTOM: 40 x72 x0.74 = 21312 GPD
PUMP eFE6IFIGATION�3
PUMP CHAMBER: PO%CAPACITY ABOVE HGH WATER ALARM
USE: A000 GALLON PRECAST HEAVY DUTY PUMP CHAMBER (H-20)
PUMPS:
USE: (2) GOLLP PUMPS -MODEL #3553 (2HP,230 VOLT, SINGLE PHASE)
WITH AL66 DUPLEX CONTROL & ALARM FOR ALTERNATE DOST NO OF SAS
NOTES:
I CONTROL PANEL & ALARM TO BE NSTALLED IN KITCHEN AREA
2. ALARM PANEL 7015E ON A SEPARATE CIFZ6Urr FROM PUMPS
3. WR IND FOR PUMPS & ALARM REQUI RES AN ELECTP 6AL PERMIT
PARR\ I N e OALOULAT I ONS
USE: KCSI AUKAIV I
# OF SEATS: 98 SEATS -
PARKING REQUI RED 95 SEATS _ (3) SEATS / PARKING SPACE = 32.7 PARKI NG SPACE':,
TOTAL PARKING REQUIRED: 33 PARKING SPACES
TOTAL PARKING PROVDED: 47 PARKING SPACES
1
„
DOVER TO WITHIN
24"CAS7 IRON (oOF FINISHED GRADE.
DOVER TO GRADE
V, PVG
5Gt1 �}O
U1 d� `tT X/S..
OOJHIGH WATER vvE
ALARM r
PUMP ON
5O PUMP OFF
j 2000 GALLON
/ PUMP GHAMI�ER
(o" STONE 15AsE
z
75
FIRST PIPE LENGTH
TO �>E SET LEVEL
FOR MIN. 2"
CU -TEC FIELD DRAIN PANELS
FINISH GRADE
EL.— 21.0
TOP @ EL. 1'551
BOTTOM @ EL. 15.50
DIST. pox 1
1950
(o" STONE f5A5E 5 SEPARATION
ADJUSTED GROUNDWATER @ !EL. 13.8
kJIIASMP
R '-IEP STONE
CLLTEG A10 FILTER FABRIC
I" TOP COURSE 6F INTLMiNOUS CONCRETE PAVEMENT CULTEC CONTACTOR FIELD DRAN C -AHD
HEAVY DUTY H-20 CHAMBER
2" 61NDER COURSE OF BITUMINOUS CONCRETE PAVEMENT
2" OF PROCESSES STONE
A" OF PROCESSED GRAVEL
lo
2' FROST FREE "o,,SE
PAVEMENT PETAIL
A'� i ACY 10 /MINE A\N nl RV
6'd'
6A -16f 1 lf)A�31N FETAIL
REGISTERED LAND SURVEYOR
(-O" 4'
DATE
rEsr HOLE Loi
DATE: MAY S, 2003
TEST f5Y: M. O'LOUGHLI N, CSE
W FNESS: A. VON HONE, YARMOUTH HEALTH DEPT.
PERC RATE: < 2 MIN / IN
20.5 d'
19.2 Is"
16.5 46'
15.5 6d'
I'LL
u =261`(1/b AND
62 = GRAVEL
1.5'0/(
Gg = MFDII.M TO
FINE SW
1131 WATER .. gg'
125 %"
BASED UPON THE USGS FORMULA, THE MAXMUvt
GROUNDWATER RISE S 0.770 ELEV. N5
F NISHED GRADE
557. COMPACTED FILL
(IULTEC Ar
FLTER FA6R6
TOP, SDES AND DOTTOM
I
r r ♦ ♦ s
LEAON F I ELP PETA I L
REGISTERED ENGINEER PATE
6" STONE BASE
s ITE PLAN
OF LAN P '
LOCATION: 1006 ROUTE 25
SOUTH YARMOUTH, MA
PREPARED FOR: SEAFOOD SAM'S
OF SOUTH YARMOUTH, IND.
SCALE:
DRAWN $Y:
AS NOTED
TMW
JOB NWMR:
DATE:
SHEET: I
93-082
JUNE 26,
2003
DETAIL -I
! I
WELLER & As506IATD3
1645 FALMOUTH RD - SUITE
46 CENITERVIL E, MA 02632
TEL.: (505) 775-0735 - FAX: (505) 775-0754