HomeMy WebLinkAboutBLD-01-811REVISIONS:
NO. DATE DESC.
1. 1/30/01 ADDITIONAL STONE AREA
//X,0/0,f
PROFESSIONAL LAND SURVEYOR' �' DATE
I
ZD
0
L
CDU
cn
m
CD
c
m
cn
m
O
m
L
ro0
L
LO
CL
0
0
N
ClI
m
LnN
c
c-
F-
O,
3
a
c;
a_
w
cn
c
U
0
L
a.
0
E
/
■
SOIL
TrST
PIT DATA:
TEST PIT
B C#1
TEST PIT BSC#2
GRD. EL.
18.7'
GRD. EL. 20.2'
GW. EL.
NONE
GW. EL. NONE
6"
28"
49"
C 1 MEDIUM SAND
C2
FINE SAND
5y 7/3
9"
28"
36"
ELEV. = 8.7'
E VED 132"
C MEDIUM SAND
1 1 Oyr 5/8
82" bgad
C2
FINE SAND
5y 7/3
INDICATES
TEST
(SEE NOTE 1)
TEST PIT CCS#1
GRD. EL. 18.9'
ADJ. GW. EL. 10.2'
24"
104"
120"
144"
ELEV. = 16.9'
MEDIUM
FINE
WHITE
SAND
SEE SITE NOTE 1.
ELEV. = 10.2
NO G.W. OBS R - �•�
ELEV. = 9.2
NO G.W. OBSERVED 156"
ELEV. = 5.9
DATE: DATE: DATE:
3/16/00 3/16/00 -'- 1/6/1983
TEST BY: TEST BY: INDICATES TEST BY:
THE BSC GROUP, INC. THE BSC GROUP, INC. ESTIMATED C. WHITING
WITNESSED BY: WITNESSED BY: SEAUODAL HIGH WITNESSED BY:
AMY VONHONE AMY VONHONE J. MacDONALD
PERC. RATE: PERC. RATE: �_- PERC. RATE:
MIN./INCH 2 MIN./INCH INDICATES <2 MIN./INCH
OBSERVED
SOIL EVALUATOR SOIL EVALUATOR GROUND WATER SOIL EVALUATOR
M. PETRIN M. PETRIN N/A
SOIL CLASS: SOIL CLASS: SOIL CLASS:
1
INDICATES
UNSUITABLE
L.T.A.R. L.T.A.R. L.T.A.R.
0.74 G.P.D./SQ.FT. 0,74 G.P.D./SQ.FT. MATERIAL 0.74 G.P.D./SQ.FT.
PROFILE: NOT TO SCALE
EL= A
TOP FOUNDATION C.I. MANHOLES & COVERS AS REQUIRED-7FIRST PIPE LENGTH
EL=19.1' RING TO FINISH GRADE) TO BE SET LEVEL VENT
_FOR MIN. 2
c
/(B
\ 8 5� 19 ONG
1500 GALLON (P) 7000 GALLON (P)
PRECAST CONCRETE PRECAST CONCRETE
GREASE TANK SEPTIC TANK
4" PVC
LEACH FIELD
tI=K11 OUTLET,I o
DIST. BOX
in BOTTOM EL= M
ESTIMATED I HIGH WATER EL- N
INVERT ELEVATIONS: SEWER CLEANOUT:
TOP OF FOUNDATION 19.41' A NOT TO SCALE
4" INVERT AT BUILDING (GREASE) 17.21' B (EX) CAST IRON MANHOLE-OPW 126A OR
, D. EQUAL FOR 4' PVC. PIPE-
4"
IPE
4"
4"
4"
INVERT AT GREASE TANK (IN)
INVERT AT GREASE TANK (OUT)
INVERT AT BUILDING (SEPTIC)
16.97
16.80'
16.91'
C
D
E (EX)
n ISH CR'''E
OF 310 CMR 15.230 AND MAINTAINED M
4"
INVERT AT SEPTIC TANK (IN)
16.75'
F
CONSTRUCTION SHALL BE WATERTIGHT.
4"
INVERT AT SEPTIC TANK (OUT)
16.50'
G
C004CREEM C OAR
4"
INVERT AT DIST. BOX (IN)
16.37
H
(3.000 PSI) ALL'
AROLNO
4"
INVERT AT DIST. BOX (_OUT)
16.20'
J
W
4' PVC
GMSENECK
REINFORCED CONCRETE. TEES TO BE CENTERED UNDER MANHOLE COVER.
2. SEPTIC TANK TO WITHSTAND H-20 LOADING INLET AND OUTLET TEES, AND VENTS FOR U -SHAPED
FINISHED GRADE
FX
INVERTS AT LEACHING FACILITY:
36" MAX .COVER
VENT V/
CHARCOAL
'
PIPE SHALL EXTEND 6" ABOVE NORMAL WATER LEVEL�--
3" WALLS
NOTES:
FINISHED GRADE
AIR FILTER
4" INVERT AT BEGINNING
3. ALL PIPE CONNECTIONS AND CONCRETE
(2) 45TEND o
OF LEACHING TRENCH
16.04'
K
CONSTRUCTION SHALL BE WATERTIGHT. 6. TANK SHALL BE WATERTIGHT PRECAST CONCRETE.
'•� i •' 4"
4" INVERT AT END
4. FILL ALL UNUSED KNOCKOUTS WITH
MORTAR.
OF LEACHING TRENCH
15.7'
L
4" PVC RPF_ SCH 40
\ \
ELEVATION AT BOTTOM
FOR INVERT acv. SEE PLAY.
SLOPE OF PIPE EXCEEDS 0.08 FT/FT OR
OF LEACHING TRENCH
'
15.2
M
PIPE CONkrECTION
FRS,, eUMD,,0
ESTIMATED HIGH GROUNDWATER
10.2'
N
4f � R�,.��a4f��a4f,.�e,�,�F20-DIA
GREASE TRAP DETAIL:
1,500
GALLON H-20
'w 8"
NOT TO SCALE
/ e a e e e a e •� e a • s e e e • e t e • r s • ° '
°��°�
6'
GENERAL NOTES'
NOTES:
DISTRIBUTION
1.) TANK SHALL BE WATERTIGHT PRECAST CONCRETE
6.) GREASE TRAP SHALL MEET ALL R_QUIREN04TS
MELD
LDETAIL. NOT TO
OF 310 CMR 15.230 AND MAINTAINED M
2.) GREASE TRAP SHALL WITHSTAND H-20 LOADING.
ACCORDANCE WITH 310 CMR 15.351.
3.) ALL PIPE CONNECTIONS AND CONCRETE
7.) INLET AND OUTLET TEES TO BE PROPERLY
CONSTRUCTION SHALL BE WATERTIGHT.
SUPPORTED WITH HANGERS AND/OR STRAPS.
4.) INLET AND OUTLET TEES TO BE CAST IRON ' OR
No. DATE DESCRIPTION
SCHED. 40 PVC AND TEES TO BE ACCESSIBLE
12" MIN. 2 - 20" MANHOLE COVERS WITH FRAN:S
UNDER MANHOLE COVER.
OVER
5.) MANHOLES SHALL BE BROUGHT TO FINISHED GRADE.
DRAWN: K. HEALY
10'-6'
w
MIIV. (O T
~
f
-- 10' -Ow INLET 26' r 2'-} OUTLET I
MIN. c
_ v o 37_
5'-2" 4'-6" fINLET TEE O K OUTLET
U2
TEE `
- 24" DIAMETER COVERS
6" CRUSHED STONE
PLAN VIEW ON COMPACTED, LEVEL CROSS-SECTION
AND TRUE TO GRADE
STABLE BASE
SEPTIC TANK DETAIL: 7,000 GALLON H-20 LOADING
DISTRIBUTION
BOX DETAIL:
NOT TO SCALEEACHING
MELD
LDETAIL. NOT TO
MAIN STREET
REVISIONS
02 or
�o LISA A.
MACDONALD
CIVIL
h
40134
SCALE
PREPARED FOR:
No. DATE DESCRIPTION
NOT To SCALE
WEST YARMOUTH, MA 02673
DATE: JANUARY 24, 2001
COMP. DESIGN: KIERAN HEALY
CHECK: L. MACDONALD
DRAWN: K. HEALY
FIELD: D. GAZZOLO / D. BROWN
5. INLET AND OUTLET TEES TO BE CAST IRON,
NOTES: 1. SEPTIC TANK SHALL BE STEEL SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
REMOVABLE 20 "
C.I. COVER
SHEET ' OF '
NO. OF OUTLETS
4' PVC
GMSENECK
REINFORCED CONCRETE. TEES TO BE CENTERED UNDER MANHOLE COVER.
2. SEPTIC TANK TO WITHSTAND H-20 LOADING INLET AND OUTLET TEES, AND VENTS FOR U -SHAPED
FINISHED GRADE
36" MAX .COVER
VENT V/
CHARCOAL
PIPE SHALL EXTEND 6" ABOVE NORMAL WATER LEVEL�--
3" WALLS
NOTES:
FINISHED GRADE
AIR FILTER
3. ALL PIPE CONNECTIONS AND CONCRETE
I
CONSTRUCTION SHALL BE WATERTIGHT. 6. TANK SHALL BE WATERTIGHT PRECAST CONCRETE.
'•� i •' 4"
1. DIST. BOX TO WITHSTAND H-20 LOADING
4. FILL ALL UNUSED KNOCKOUTS WITH
MORTAR.
• •
1 I.r dA
T
2. PROVIDE INLET TI=E OR BAFFLE WHERE
\ \
SLOPE OF PIPE EXCEEDS 0.08 FT/FT OR
-
4" PVC • •� • �• e�4' MF =R 4=VC�D.Oi'�2'
l
424`
T
IN PUMPED SYSTEM.�4
4f � R�,.��a4f��a4f,.�e,�,�F20-DIA
C.I. (60# MIN.) MANHOLE COVERS
BROUGHT TO FINISH GRADE
6" 11 5" OU
'w 8"
3. FIRST TWO FEET OF PIPE OUT OF DIST.
/ e a e e e a e •� e a • s e e e • e t e • r s • ° '
°��°�
6'
GENERAL NOTES'
TEE TO BE UNDER "
•oe
BOX TO BE LAID LEVEL
a °� �° a°t�'aq�a
1. THIS PLAN IS FOR DESIGN AND
M.H. OPENING 120 MIN. 3"
�a �, e o oea a oe�.hoea
Y�ae �,as„ $°�,p �°°eo� L- "
4. ALL PIPE CONNECITONS AND CONCRETE
LEVEL BOTTOM
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
+ ! ! � ! AR ! cr "
RAISE M.H W/•..- 10
17'-0" rt�
SEWER BRICK
BOTTOM ON LEVEL �/ 4
"
STABLE BASE 6 MIN. 3/4 TO
CONSTRUCTION SHALL BE WATERTIGHT.
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
67
PROFILE
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
..�.a : ,.
1 1/2" CRUSHED
- 16'-0" & MORTAR 2"
'NORMAL WAIT=R , 1,
CROSS-SECTION
STONE BASE
-
36" MAX. 12" MIN. COVER
2" MIN. OF 1/8" TO 2% MIN. FINISH GRADE 4" MIN. LOAM & SEED
D.
.
DEP TITLE 5 AND LOCAL BOARD
HEALTH REGULATIONS.
3 ALL PIPES LOCATED UNDER PAVEMENT
PRECAST SEPTIC TANK 10 4• v 29
INLET TEE M "D 7'-5"
9 -on7'-4" 6'-6" MIN. 300• euro off 30"
10'-0" LIQUID DEPTH `.
4500 GALLONS 2.250 GALLONS
fN•-
r\ + •fie`-=: •s� 1�'.-: ��ti Y: -c .e ;d.:. ee-�. -:a�
1/2" WASHED STONE OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
41q , a'. V4 PROPOSED LEACHING FACILITY NOR
6's' e a s• • a e a • 3 41Z V
ANY KNOWN WELLS PROPOSED WITHIN
/ rqp e P d • egfe • •, a • ,e 150 OF ANY KNOWN LEACHING FACILITY.
��'��/�� • �� iX.�/�C� \ 5. WITHIN LIMIT OF EXCAVATION REMOVE
_ 6' 1 6' _ I _ 6' , 11I- OR 1 .86 91
•,I1 ' „1 �T• 8► �T�1.g'� IMPERVIOUS MATERIAL
ALL TOPSOIL, SUBSOIL AND OTHER
Vv BOTTOM ON LEVEL STABLE BASER g• "i I I _ 45' S. REPLACE WITH CLEAN WASHED SAND
8
PLAN, VIEW 6" MIN. 3/4" TO i1^_11C'W CROSS-SECTION VIEW PLAN VIEW 3/4" TO 1-1/2" DOUBLE OR OTHER CLEAN GRANULAR SOILS
1 1/2" STONE WASHED STONE (NO FINES) CROSS-SECTION CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
SEPTIC TANK BUOYANCY CALCULATION: DATUM:
10% SS No. 50 Wt. ALL
BUOYANCE FORCE _ (10.2'-9.3') X 62.4 Ib/cf X 10' X 17' = 9,547 LBS DESIGN CRITERIA. <10 % OF,No. 4 SIEVE SHALL
VERTICAL DATUM: N.G.V.D. PASS No. 100
WEIGHT OF TANK = 66,680 LBS NOTE, THE EXISTING RESTAURANT HAS 23
WEIGHT OF SOIL = (1' X 10' X 17') X 85 Ib/cf = 14,450 LBS BENCH MARK SET: TOP OF STONE BOUND, ELEV. 22.57' NGVD SEATS, PROPOSED IMPROVEMENTS Ss No 200 SMALL
INCREASE THE NUMBER OF SEATS UNIFORMITY COETFICIENT 6 No. 4
66,680 LBS + 14,450 LBS = 81,130 LBS > 9,547 LBS SIEW q-8.0
TO 49.
7. EXISTING UTILITIES E SHOWN
FLOW RATES: IN THE DRAWINGS ARE APPROXIMA'T'E.
THE CONTRACTOR SHALL BE
RESPON-SIBLE FOR PROPERLY LOCATING AND
UP #37/77 ._...
- - X 35 GPD/SEAT = 1,715 GPD COORDINATING THE PROPOSED CON -
BENCHMARK STRUCTION ACTIVITY WITH DIG -SAFE
BENCHMARK ! r�' -- ---.- DESIGN FLOW RATE = 1,715 GPD �'
TOP OF STONE �' - _...____.. _ UP #37/78 AND THE APPLICABLE UTILITY
BOUND. ELEVATION ,+-.-.____ . COMPANY AND MAINTAINING THE
SIZE SEPTIC TANK
22.57 N.G.V.D. i p _._.--_..._.._. DIG
EXISTINGUTILITY
SHALL 1 E P
SYSTEM IN SERCE. ,1
I ` 0(,fmilk-'
rE 2 8NOTE+ IF DESIGN FLOW IS GREATER THAN THE STATE OF MASSACHUSETTS
.._.I N80 " r - STATUTE CHAPTER 82 SECTION 409
I ----� ---�. 1 000 GPD .THEN A C2) COMPARTMENT
1 20. qs 13 W CpV - - TANK IS REQUIRED WITH THE FIRS AT TEL 1-E388-344-7233. THE
-�� CSC
ENGINEER DOES NOT GUARANTEE
a
EXIST WATER &
GAS LINES TO
O
REMAIN
I R
N/F ci
PHILIP J. CHAGNON
ASSESSORS MAP 30
PARCEL 225
r
UP �
AS/N-SS c y'
c � � i ,o,
/
PROPOSED 1I'
7000
GAL
TANK
O
A P/AQ �� AT 200% AND THE SECOND AT 100''/. THEIR ACCURACY OR THAT ALL
LE K'►D1'1-I) f f UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
- - 1,715 GPD X 300%.. = 5,145 GAL ELEVATIONS OF UNDERGROUND U"J TEs
----- � TAKEN FROM RECORD PLANS. THE
USE 7,000 GALLON TANK
EDGE OF CONTRACTOR SHALL VERIFY SIZE
X810051»w DG-_=VEM£NT - -- --. SI GREASE TRAP LOCATION AND INVERTS of UTILITIES
43, N� Wq ,.'`" ZE AND STRUCTURES AS REQUIRED PRIOR
44 - 49 SEATS X 15 GPD/SEAT = 735 GAL,
LK .� �.•• T'0 THE START OF CONSTRUCTION.
USE 1,500 GALLON GREASE TRAP a. THIS SYSTEM IS NOT DESIGNED FOR
GRASS , r•,,,, -r. ••� ®'�.;..._.._. ,.�
:
THE USE OF A GARBAGE GRINDER.
Q°. �'"` �"' SOIL ABSORPTION AREA A GARBAGE GRINDER IS NOT
-`.. 5 LIMIT OF`E•X C�_AVATION i �,� RECOMMENDED DUE TO RECOGNIZED
1F REQUIRED (SEE -NOTE 3)1715 GPD + 0,74GPD/S.F, = 2,317S,F, ADVERSE IMPACTS TO THE LEACHING
-. �..,
USE 67'1,- X 45'W LEACHING FIELD FACILITY.
T _ 1 3,015 S.F.
LAMP 3,015 S. F. X 0.74GPD/SF = 2 231 GPD
2,231 GPD > 1715 GPD
PROP
�£ s7'X' 2001 RECORD LOCUS INFORMATION
X75
AC S 77Aj&
CURRENT OWNER: Mr. DAVID DEMPSEY
TLE REFERENCE DEED B E
11 E BOOK 13075, PAG 209
PLAN REFEREN . PLAN BOOK GE 67
s EXISTING SEPTIC 371, PA
CE•
CO A"Pv s Q�, :.- - - ` JTO BE REMOVED(TYIS) ASSESSORS MAP: 30
2 _ /� PARCEL: 224
G'c BITUMINOUS PARKIN
I 16X)/N� ; GO� LAMP CCS#1 �� A ZONING DISTRICT: 82
91 EX //V SETBACKS: FRONT 30
�. # EXIST -_C8 4 AND� �, SIDE 25'
EXISTING LAMP : LEACH BANNS. TO REAR 20'
RESTAURANT PROPOSED
REMAIN--(TYP) -
t r it
T.O.F EL.=%.41' DECK 25 r` r� MINIMUM LOT SIZE: 20,000 S.F.
o> r'
� BSC#1 , MI
PROP. w l ZONE II DISTRICT: NONE
ADDITION
1 �O 34,7891 S.F. 00 FEMA
ASSESSORS 2 = FLOOD ZONE: C
PARCEL 223
AQUIFER PROTECTION
GRASS �'' r�' k - 0£N N/F OVERLAY DISTRICT: NONE
r II` �'o ,/ �, _`�' £RAS e EFTHEMIOS J. BENTAS
R£S/DqS/N£SS ASSESSORS MAP 30
PARCEL 223
N/F
ANN M. SCHOFIELD EXISTING
ASSESSORS MAP 30 GARAGE �: W
PARCEL 226
_ SITE NOTES
_.
I ' -
. �y
.......... PROPOSED
RESERVE - -_
PLAN VIEW
SCALE: 1' = 20 FEET
0 10 20 40 FT.
AREA
25'x110
SC#2�/
10.0 MIN
's0 0o',
N/F
DOHERTY P. STACEY
ASSESSORS MAP 30
1 PARCEL 222
1.) TEST PIT CCS#1 INFORMATION WAS TAKEN FROM A PLAN PREPARED
BY DOWNCAPE ENGINEERING, INC. DATED 10/24/89, REV. 10/29/90.
ELEVATIONS AT THAT TEST PIT WERE ADJUSTED TO THE N.G.V.D.
DATUM FOR THE PURPOSE OF THIS DESIGN.
GRASS 2.) USGS GW ADJUSTMENT DATA WAS BASED ON TP CCS#1 ONLY SINCE
'. GROUNDWATER WAS OBSERVED IN THAT HOLE.
3.) TEST PITS BSC#1 & BSC#2 WERE COMPLETED IN GRASS AREAS
TO MINIMIZE DISTURBANCE TO PAVEMENT. EXCAVATIONS IN AREA
OF PROPOSED SYSTEM SHALL BE INSPECTED BY THE BOARD OF
HEALTH AND BSC TO VERIFY SOIL AND GROUNDWATER CONDITIONS
AND ESTABLISH THE LIMIT OF EXCAVATION PRIOR TO THE
INSTALLATION OF THE SYSTEM.
4.) FOR PROPOSED BUILDING AND PARKING IMPROVEMENTS REFER TO
SEPERATE PLAN PREPARED BY BSC TITLED "SITE PLAN - PLAN OF
AND ® 415 MAIN STREET, W. YARMOUTH", DATED 1/8/01.
LOCUS PLAN: NO SCALE
z
t -
IL
LOCUS
J
0
w
v
N
h-1
Lo
D
z
d
w
pa
The BSC
657 ROUTE 28, (UNIT 6)
WEST YARMOUTH, MA 02673
(508) 778-8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
"KELTIC KITCHEN"
#415
MAIN STREET
W. YARMOUTH
02 or
�o LISA A.
MACDONALD
CIVIL
h
40134
PREPARED FOR:
Mr. DAVID P Y I�Z+/
415 MAIN STREET (RT 28)
WEST YARMOUTH, MA 02673
DATE: JANUARY 24, 2001
COMP. DESIGN: KIERAN HEALY
CHECK: L. MACDONALD
DRAWN: K. HEALY
FIELD: D. GAZZOLO / D. BROWN
FILE NO. 8164SEP2.DWG
DWG NO. 5269-02
SHEET ' OF '
JOB NO. 4-8164.00