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LOCUS MAP
ASSESSOR'S MAR IIO. PARCEL 8
ZONIMD DISTRICTS. B3 A APO MIN FRONTAGE - MOD'
MIN LOT AREA - 400DO S,F- MdX BUILDING HEIGHT - 35'
SETBACKS: FRONT - TV'. SIDE - 10', REAR - 30'
MAX/MLM BUILDING COVEAAOE - 35x
MAXI" LOT COVERAGE - 76t WHEN ARTIFICIAL RECHARGE
OF EXCESS RUNOFF 15 PAOVIDEO.
FLOOD TONE X. PANEL 2500f COSB3J DATED 7116114
MID -CAPE HIGHWAY
WHITES PATH
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AREA CALCULATIONS:
TOTAL LOT AREA 17. d10. S.F. - 0.54t ACRES
TOTAL alliLDIW AREA S. DO0. S.F. Ia. OH OF 51 TE
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TOTAL PARKING AND DRIVE - 15.382, S.F. - 48, lW OF Sf TE
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TOTAL IMPERVIOUS AREA - lB. 362= S.F. - 66. /t OF 517E
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PARKING CALCULATIONS:
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INDUSTRIAL USE. 2000 SF / 200 SF PER PERSON - 10 PEOPLE
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STORAGE USE. J000 SF / 300 IF PEW PERSON - to PEOPLE
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TOTAL OCCUPANCY LOAD - 20 PEOPLE
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I SPACE/2 OCCUPANTS FOR BU/SINE5511NDUSTR PAL- fO SPACES REQUIRED
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TOTAL SPACES PROVIDED • 10 SPACES
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GENERAL NO TES :
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1, PROPERTY LINE INFORMATION WAS COMPILED FROM
1
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AVAILABLE PLANS AND DEFa5 OF RECORD AND DOES
NOT REPRESENT AN ACTUAL ON 711E GROUND SURVEY,
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2, VERTICAL DATUM IS ASSLUED. FOR BENCH MARKS
SET. SEE 517E PLAN.
3. NO DETERM1NA r10N HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
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FEBULATlON$. IT SHALL SENA rN THE CLIENTS
RESPONS1 B ILfTY TO OBTAIN ALL PERMITS SPECIAL
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eFVIER rcRx
PERMITS, VARIANCES ETC. FOR THIS PROJECT. pierlNR
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4. IT sHALL REMAIN 7NE CLIENT'S RESPONSISt0 tY
TO HAVE THE PROPOSED RUILOlM FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING DAADE
AND SOIL CONDfT10N5 Al THE LOCATION OF THE
PROPOSED BUILDIND-
5. ALL sTORNWATER RUNJfF FROM IMPERVIOUS AREAS
TO RE CONTAINED ON SIIF.
6, ALL CONSTRUCTION METHODS AND MATERIALS AND
MAfNTENANCF OF THE' SEPTIC SYSTEM SNALL
CONFORM TO MASS. D. E.P- TITLE S AND LOCAL
BOARD OF HEALTH REGULATIONS.
7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-7D WNEEL LOADS.
a. ALL 5EWER PIPE SHALL RE SCHEDULE 40 OR
APPROVED EQUAL.
9. SEPTIC TANK AM O-30X SHALL BF REINFORCED
PRECAST CONCRETE AND WATERTIGHT.
lo. D-Box is TO BE WATER TESTED TO CHECK FOR LEVEL.
1I. BEFORE CONSTRUCTION CALL -DID-SAFE'.
!-Sae-DIG-SAFE AND THE LOCAL WATER DEPr-
FOR LOCATION OF UNDERGROUND UTILITIES.
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PROPOSED Sul '46
THREE BAYS
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FL-D03.0
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ri
LIM, 1-1
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ACCESS COVEAS MUST
INVERT ELEVATIONS
BE TO F1Nf SH ORADC
g' Mf Nl111AM,
J' MAXIUUM COVER
INVFRT AT BUDLDING:
102.0
F,R-IT 2' TO
1NVERT 10 SEPTIC TANKr
foo. 65
BE LEVEL
HIS 2. OP PEASTONE
INVERT OUT SEPTIC TANK:
$00,4
.' Olru rr
INVERT IN DlST. BOX:
100.21
314- - 1 r12' DIA.
INVERT OUT OfST_ BOX:
Io2.0 _ y PW 4 1 T, H-20 !•
DOUBLE WASHED STONE
INVERT IN LEACH CHANGER:
-10-0 -!
l00.0
I00. 55 100-77 1 98.0
BOTTOM Of LEACH CHANGER:
SB.0
3 OUMEr 2-500 GAL LEACHING CHAMBERS
ADJUSTED GROUND WATER:
NIA
ISO GAL H-20 D-BOX W/4' STONE AROUND. 12.B'R r 25'1 R
2-d
OBSERVED GROUND WATER:
NIA
2 CDNPAATMENT H PO
BOTTOM OF TEST MOLE •1.
94.0
SEPTIC TANK 5' CRUSHED STONE OR
COMPACTED RASE
PROF I LE: Nor To SCALE
32' OIAU HEAVY OU7Y
CAST IRON GASKETEO COVERS
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�,��IxrS��RIM•N.SP vfxT rvr�+ m I. HOLDING TANK SNALL RE H-20 PRECAST CONCAETF
FROM AIARDOUE I560 Co.AU BASTE Y.1TEA TANK
n�rF +rn (aRL FROM ACME PFEC45T o. AUDIO AND VISUAL ALARMS WITX
nrrl.l0 RmFs FLOAT SWITCH SET AT •I: fHTERI DR TANK AT 7s% OPACITY
AND 02: 8ETWEEN THE TWO TANXS AS CLOSE To ME SCrTOM
1 y AS ROSSf ALE.
I ' _ uL IrASr. rEvr."a
�'^w� - ELCMRfGt IWeFr w Rr 2. A PUMPING CONTRACT WITH A LICENSED SEPTIC
v'v trm nrTORY �'Ra ~J rs.s i■s � ncwrirr ,av r+, CONTRACTOR I5 REQUIRED FOR THIS HOLDING TANK
r i q INSTALLATION.
\\y xrrcrrY'"'S S. OPERATION AND UAINTEN4NCE OF THIS SYSTEM
ACOUIR63 rHdT THE TANK BE PUMPED MIEN THE NIC-H
sir ` Wv�M B�� �.➢ �i�i�, C- CRUSHED STONE #A?" ALARM 501NlOS r75W CAPACf TYI, CONTROL PANEL
OR CRUSHEDEO BASE TO BE LOCATED INSIDE OF BUTLDIHC.
H-2O PRECAST NON -HAZARDOUS 1500 GALLON 4. ENGINEER TO fNSPEGT AND CERTIFY THE MSTALLATIDM
WASTE WATER TANK BY ACME PRECAST CO. OF THE NOLDf NYI TANK TO THE ROAAD OF HEALTH
Iuv 4y INNER TANK 15 A /500 GALLON UONOLITHIC TANK AND MASS PEP -
OUTER TANK IS A 2500 04LLON U-20 TANK.
TANKS TO BE FACTORY WATERPROOFED
I ND US TR I AL WAS TEWA TER
R„ NOL D I NG TANK
euLL Iw
B' N20 CAST IRON
- r FRANC AND C147E
li OR FRAME A/10 COVER
LAY BRICK LEVELING COURSE
`D ! NOR
TAFED 1N PEACE
! 1'DIA
VENT
i 12- NDPE PIROM F
y\ CLE NV UT I2' NDPF PIPE
CATCH BASIN IfOR SUMP) TEE 7o LE4CNfNc PIT
E+Isrxv i H-20 H� ILL lO se+rrc srsrFv Y1 CATCH BASIN
SLAB
Y=
c M DIAN--....f 112' DIA LEACH HOLE
CATCH AND SUMP BASIN
DETA I L
NO SCALE
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AF fp-c r.RLCF No II- ! Ia'• Re' P+vwt[a +- cr!rrrA
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rsev Yuan
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DFrrrc TRKf i
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LOTS
27.BiOt S.F,
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RAIL ROAD
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DES I GN CR I TER I A :
DESIGN FLOW:
FACTORY, INDUSTRIAL AND STORAGE USE
3 SAYS AT 5 PEOPLE/AAY + IS GPO - 225 ORD
'060 SF OFFICE - 75 GPDlf000 5F 75 GPD
TOTAL FLOW SOD GPO
SEPTIC TANK REDOIAED: 2 COMPARTMENT
J00 G.P.O. X 20 500 CAL, 1,1 COMP
-10, G, P.p, A' 100X - JOO GAL. 2+d COMP
SEPTIC TANK PROVIDED: 1500 CAL. 2 COMP
SOIL ABSORPTION SYSTEM REQUIRED:
PCs IGN PERO RATE C 5 WIN/INCH
SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - D.74 GPDISF .,DoCPD / 0.74 GPD/SF - 405 S.F. REOUf RED
PROVIDED. 2-500 GAL LEACHING CHAMBERS
#14' STONE AROUND. A-47! S.F.
471 S_F. r 0.14 • 346 G.P.D_
TOTAL NITROGEN LOADING ALLOWED BASED ON L07
517E 27.610 $,F./lo.900 X 1J0 - 305 GPO
NITROGEN LOADING PROPOSED - 300 GPO. OK
SOIL TEST PIT DATA&
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BB wo�TER
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P- naaf2fRr TF4nWE O4L eR 14r,0 0' N"AlTRx TFXTWE 1N,0
Gw or
FILL FILL
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C1 Ln1sM feM C.I rvns
bMb )n TAM 7/i
3c'
YTF� .HAY 5a. tvls
r15MF PxA9
vTAansER er: Rlrr lalxvxd
.File YRi f S Nrx/IAOI
B' MIN. N2P CAST
CLAY BRICK LEVELING COURSE IRON fR4H AND COVER
MORTARED IN PULE WITH I' VENT
4' MIN. PEASTONE7 TO FINISH GRADE
4 MIL POLY
MORTAR ALLfl
JOINTS LEAC4l"
3/4'-II/2-DOUBLEBASIN
BASHED STONE ALL IN-201
ARCUNO
SEE PLAN
SEE PLAN
LEACHING BASIN
DETA I L
No SCALE
TYPE f-f BITLV/1NOU5 CONCRETE
1112' a HOER COuR5E. 1112- TOP COURSE
A.5' DENSE GRADED CRVSMFD STONE
0,9f2- GRAVEL BASE -
PAVEMENT DETAIL
NO SCALEr"BT ,k
2Is`
' ry-tsar,
�"rw mL
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S / TE PLAN OF' LAND
373 WHITES PATH. MAP 110. PGRCEL. 6
SOUTH YARMOUTH . MA .
PRSPAREd FOR:
LEGEND
ROBER T B_ OUR I l l
i
comcRErc BOUND FOIBID
P.0, BOX 1 15 CEN TER III LL E. MA 02632
®
WATER GATE
-w-
WATERLINE
SCALE: 1 '- 20M4Y 28. 20IS
®
HYDRANT
R£Vf BED. AUGUST 19. 2015 (PER DESIGN REVIEW COUVENTS)
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Gas GATE
GAS LINE
REVISED: S£P TEAfgER 9. 20I5 1P£R $l TE REVIEW COMMENTS
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u CITY ROLE W, GDY WIRE
S T E P H E N A H A A S
-OHN-
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OVER HEAD WIRES
ENGINEER ! NG , I NC
LMER69MNO TELEPHONE LINE
Is
EXISTNG SPOT ELEVATION
I
// 1 Sou# 1, Dennis MA OZ�60
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EXI STNO CONrOLw
LII,
ill y (5 0 8) 2 62-8 1 32
PROPOSED SPOT ELEVATION
�1
RUNOFF DIRECTION
JOB N0: 15-002