HomeMy WebLinkAboutEngineered Plan - Rev. 2010LOCUS INFORMATION NEW WATER CONNECTION
SEPTIC SYSTEM PROFILE
NOT TO SCALE
CURRENT OWNER: 822 REALTY TRUST ( /
PAUL F. MURPHY, TRUSTEE /
TITLE REFERENCE: DEED BOOK 19915, PAGE 46 I /
PLAN REFERENCE: PLAN BOOK 382, PAGE 11
j EX. MANHOLE EX. MANHOLE EX. MANHOLE EX. MANHOLE ,
ELEVATION 14.3 ELEVATION 14.3 RIM=13.72 RIM=13.41 RIM=13.36 RIM=13.37 / w
ASSESSORS MAP: 33 \ •j / Y
t PARCEL: FRONT PORTION OF 70 /
GASKET/ r\ r\ r\
SLEEVE
AS
REQUIRED 6" I ZONING DISTRICT: B2
10' @ 0.02 " 6" C.I. I .
" SETBACKS: FRONT 25'
6 C.I. 4 SCH. 40 PVC 6 C.I. SIDE
GREASE FLOW 8 BUILDING TO D -BOX REAR 20' / �� ��• /
SEPTIC FLOW 6" C.I. 13' @ 0.02 SEWER 85 97' @ 0.02 8 EAST WING
18' @ 0.02 FOR EFFLUENT' I E
I=8.60 // 9Z(`( uN /
DISPOSAL OVERLAY DISTRICTS: R.O.A.D / GIZ PHASE I
11.56 a zABEL 11.11 ZABEL 0.60 .
EFFLUENT EFFLUENT ZABEL / " 6a
11.21 11.36 FILTER FILTER EFFLUENT 873571 NITROGEN SENSITIVE ZONE: NOT A ZONE II OR APD / ,�'�� QRo os�o P ° y 6g 6
10.85FILTER / \
FEMA FLOOD y1ryy. 1 \
NEW NEW EXISTING ZONE DISTRICT: "B„, DATED 7/2/1992 A • o
�!
EXISTING
�- - 5.000 GALLON H-20 5.000 GALLON H-20 PRECAST CONCRETE PANEL #250015 0006 D o
1.500 GALLON
PRECAST CONCRETE PRECAST CONCRETE 15.000 GALLON ---
i d \
PRECAST CONCRETE MINIMUM LOT SIZE: 20,000 S.F. • • �� �? it
GREASE TANK SEPTIC TANK SEPTIC TANK PUMP CHAMBER pRoposED LOT SIZE: 18o,s11t S.F. (4.15f ACRES) ` °
i /
DESIGN' CALCULATIONS
5,000 GALLON SEPTIC TANK (H-201
NOT TO SCALE-'� S \ THE OBJECTIVE OF THIS PROJECT IS TO DESIGN AND PERMIT A NEW
\ \ \ vv S RESTAURANT A THE GULL WING SUITES WITHOUT MODIFICATION OF
S \ THE EXISTING LEACHING FACILITIES. THIS CAN BE ACHIEVED THROUGH
NOTES: \ \ \ \ THE REMOVAL ;OF 22 BEDROOMS THAT DISCHARGE SANITARY WASTES
\ \ S \ TO THE EXISTING EASTERLY ONSITE SEPTIC SYSTEM. THEREFORE, THE
1. SEPTIC TANK SHALL BE STEEL REINFORCED 30" DIA. C.I. (#60 MIN.) COVER of \ \ \ PROJECT WILL i';NOT RESULT IN AN INCREASE OF DESIGN FLOW. THE
CONCRETE. RAISED TO FINISHED GRADE USING ��� MAS
2. SEPTIC TANK SHALL BE CAPABLE OF ti \\ `\ `\ \
SEWER BRICK AND MORTAR AS o � S9�N ' \\ \\ FLOWRATE CORRESPONDING TO THE 22 BEDROOMS IS EQUIVALENT TO
WITHSTANDING H-20 LOADING. NECESSARY BRIAN G. THE FLOWRATE� OF THE PROPOSED RESTAURANT (2,420 GPD).
3. ALL PIPE CONNECTIONS AND CONCRETE o YE.RGATIAN. \ \ i E-4
CONSTRUCTION SHALL BE WATERTIGHT.. CIVIL "' \ \ \ \ 8" SLEEVE 110 \ \
4. TEES SHALL BE SCH. 40 PVC AND SHALL BE .0 9 No. 6206 \ \ \ \ 20' LONG BIT.
ENT O DESIGN FLOW. (EASTERN SYSTEM)
�� ` \ CORE DRILL NEW \ 51 LOUNGE SEATS @ 20 GPD/SEAT = 1,020 GPD
LOCATED WITHIN 12" OF TANK WALL AND FGi P� \ \ \ N
PAVEMENT
S ` @ 35 GPD SEAT = 1,400 GPD
ACCESSIBLE FROM TANK COVER. � FS
r / / / / / / / 0 L \ \ SEP TANK INLET '
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. S� \ \ \ 40 DINING JOOM SEATS /
6 TANK BASE. SHALL BE PLACED ON A LEVEL STABLE 6 \ \ \ \ - INV.=8.60 p -------
• \ ` / o \\ \\ \\ S \ \ TOTAL = 2,420 GPD
1T-0" ?y N \\ \ \ \ \ REQUIRED SEPTIC TANK:
S
16'-0" 3„ � / %( 2,420 GAL X 200% = 4,840 GAL
" o y� 1 J } �� \ �' \ \ \ \ \ 2ND`. CHAMBER 2,420 GAL X 100% = 2,420 GAL
"
PRECAST SEPTIC TANK LIQUID DEPTH „ 9'-2" 1�� �+ n 9 ` \ ` S \ °', TOTAL REQUIRED = 7,260 GAL
(SHOREY OR APPROVED EQUAL) 7'-9" LOCATE 24 a 38�= y\ \
r'
- 90' ELBOW ON INLET TEE � N `\ S `\ \ PROVIDED SEPTIC TANKS:
UNDER COVER
7'-0" _ OUTLET TEE 6" \ O� �\
} r 14.8 X �'y v \ \ \ \ \ ° 1 ST' -CHAMBER = 5,000 GAL (NEW TANK)
• a �Lo EAST WING <��\ \ ` \ S 2ND' CHAMBER = 15,000 GAL (EXISTING TANK)
•rte ,`..-._ / \ ` \ ` \
„ \ BITUMINOUS 2�� ��� 't \ \ S\ \ \\ REQUIRED GREASE TRAP
6 MINIMUM PAVEMENT 0 ,
NEW \
3/4" TO 1-1/2" oZ \ 100 5,000\ \ \ \ \ ° 91 SEATSI AT 20 GPD/SEAT = 1,820 GPD
PLAN VIEW CRUSHED STONE CROSS-SECTION VIEW \- o1. o GALLot� \
\ o INV.=10.60 SEPTIC\ \ \ GREASE rP PROVIDED = 5,000 GAL
THRUST BLOCK TANK
111 _ WESTSIDE F
\ DJ/ / Z�ME
/ 1 6 ` S °
POOL SLAB / \ S 64 BEDR OMS @ 110 GPD = 7,040 GPD
DATUM / / INV.=10.85 _ ® X 14,3 GALLON \ ° r'�
NEW 5000 \ �, EAST SIDE FLO.tiN
S (ALL INLETS) GREASE w
� 28 BEDRQOMS @ 110 GPD = 3,080
F X 14.8 / _ TRAP g4 5 \ `�cr 22 ONE PEDROOMS SUITES @110 GPD = 2,420
VERTICAL DATUM: N.G. V.D. - SEPTIC
WEST WING 7p_ \ 40 REST URANT SEATS 035 GPD = 1,400
BENCH MARK SET: MAIN ENTRY FIRST FLOOR - 15.2 TANK < cA co S \ �` 51 LOUN�E STOOLS @20 GPD = 1.020
N FULL BASEMENT \
/ CONCRETE PAD
S \ 7,920 GPD
\ PUMP / / / 10 �16p S FOR A TOTAL FLOW OF 14,960 GPD
INTERIOR PLUMBING NOTE PUMP S / / / / / / / / \ \ \ \
/
if `\ ` `\ LOW S PLAN
PLUMBING DESIGN AND INSTALLATION COMPLIANCE SHALL BE THE \ 0 SLAB / `/
\ 1-00, / / / � \ NOT TO SCALE
RESPONSIBILITY OF THE LICENSE PLUMBING ENGINEER FOR ALL SEPTIC R/ INV,=11,21 / /
S / EXTERIOR INV.=11.56 / / / / / / ` -A 14.2 \ \ o
COMPONENTS INSIDE AND WITHIN 10 OF THE STRUCTURE. \ \ / / COURTYARD / / / / / %� � o \ \ \ \
\\ / / / / �� \\ \ \\ \ SWAN N Z
\ j �I if if �► o� �ti \ \\ S \\ ° POND
5,000 GALLON GREASE TRAP (H -2o) ` ` / OC- if
/ / ` `
S \ \ FULL BASEMENT / / y / / if ` \ S \ \ \ `\ b
NOT TO SCALE
° N/
`\ / / / ./ VR \\ ` `\ \ LOYALORDER
/•o \ \ \ F MOOSE 2270
`\ / / POOL AREA INDOOR / / / if if/ / / �� \\ \ \ S } \ ASSESSORS41 PARCELM 2P L❑GLIB
NOTES: \ \ / NOTE: / / / / /'� ��F \ \ \
1. TANK SHALL BE WATERTIGHT PRECAST CONCRETE. 6. GREASE TRAP SHALL MEET ALL REQUIREMENTS \ / SEE ARCHITECTURAL
OF 310 CMR 15.230 AND MAINTAINED IN \ \ \ PLANS FOR / /
2. GREASE TRAP SHALL WITHSTAND H-20 LOADING. ACCORDANCE WITH 310 CMR 15.351. \ \ \ BUILDING DIMENSIONS / / / / /
// // // /gyp \ o
3. ALL PIPE CONNECTIONS AND CONCRETE 7. INLET AND OUTLET TEES TO BE PROPERLY \ / / / / / / 71
CONSTRUCTION SHALL BE WATERTIGHT. SUPPORTED WITH HANGERS AND/OR STRAPS. \ \ \ \ / / / / / / / / / \ \ D
\ \ ' / / / I cE / / S \ Z
4. INLET AND OUTLET TEES TO BE CAST IRON. \ 1 \ / / / SQ , / / / / 28 < N
24" C.I. MANHOLE 24" C.I. MANHOLE `l \ \ \ / / / if C ' f / / / / !� X 13.9 �,
SEES TO BE ACCESSIBLE UNDER MANHOLE \ / /
COVER. 9" MIN. COVER W/FRAME COVER W/FRAME \ \ BITUMINOUS / /
5. MANHOLES SHALL BE BROUGHT TO FINISHED GRADE. 71
COVER \ \ \PAVEMENT #822 � if if if / i
12" MIN. „ + \ \ \\
"GULL ANG
STORYUITES" / j 555 X 13.7
I 1T-0" -~1 a 6 e 6" \ -d WOOD, BRICK & CONCRETE
_ i \ \ �p� i!� \ \\ BUILDING BITUMINOUS ' �� r
L_j_ _ G / 1'eb i2 valid for REPAIR OF SEPTIC SYSTEM
" Z PAVEMENT / / \
r - - - 16'-0" � NTLET 48" ZABLE \ 4 � \ \ ONLY, c��,e to State and Local septic variances.
3" r FILTER I \ \ n �` / 0 Loard of HeaCth review and a proval is r.c;uirej for
MIN. o �! G r? \ \ /
a - vo 76" 8'_2„ L \ / any future additionslrenov,aions/alterations to
_ m� 9._2 \ N o \ NTRY / sewage faciNies and/or strc:tures/dweCli:�g.
79-0"I 7 9 �(� \ ,z, o �' / FIRST FLOOR / / / ° c Yuroaouth Health Department
20" COVER 24" COVERT INLET TEE? TEE &T L \ \ N \ ELEV 15.24 / / / /+Al?PPRO%
�- - - - - - - SUPPORT \ �' S
6" CRUSHED STONE \ / '\ /-'--"-'
PLAN VIEW ON COMPACTED, LEVEL
AND TRUE TO GRADE CROSS-SECTION \�A
a
STABLE BASE
L \ NA P ��
o X 13.5 G�� / PLAN VIEW
VARIANCES REQUESTED _
V G EDGE SCALE: 1 - 20 FEET
TI TLE \ o� x , \
PROPOSED FOUNDATION & CRAWL SPACE TO / / V
310 CMR 15.211: TO ALLOW THE \ \ � 'o \ o 10 20 40 Fr.
BE 16 FROM THE EXISTING LEACHING AREA IN LIEU OF 20 BITUMINOUS
PAVEMENT
14.0 !�
L
REVISIONS
NO. DATE DESCRIPTION
1 2/12/10 REDESIGN
GENERAL NOTES:
1. THIS PLAN IN ONLY INTENDED FOR THE
DESIGN AND CONSTRUCTION OF THE
SEWAGE DISPOSAL FACILITY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO 310 CMR
15.000 AND YARMOUTH BOARD OF
HEALTH REGULATIONS.
3. THERE ARE NO KNOWN OR PROPOSED
PRIVATE WELLS LOCATED WITHIN 150 FT.
OF THE PROPOSED LEACHING FACILITY.
4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL
TOPSOIL, SUBSOIL AND OTHER
UNSUITABLE MATERIALS.
5. IF AN OVERDIG IS SPECIFIED, REPLACE
ALL EXCAVATED MATERIALS WITHIN THE
LIMIT OF EXCAVATION WITH CLEAN
GRANULAR SAND, FREE FROM ORGANIC
MATERIAL AND DELETRIOUS SUBSTANCES.
MIXTURES AND LAYERS OF DIFFERENT
CLASSES OF SOIL SHALL NOT BE USED.
FILL SHALL NOT CONTAIN ANY MATERIAL
LARGER THAN 2 INCHES. A SIEVE
ANALYSIS USING A #4 SIEVE SHALL BE
PERFORMED ON A REPRESENTATIVE
SAMPLE OF FILL. UP TO 45% BY WEIGHT
MAY BE RETAINED ON THE #4 SIEVE.
SUCH ANALYSES MUST DEMONSTRATE
THAT THE MATERIAL MEETS EACH OF THE
FOLLOWING SPECIFICATIONS:
100% MUST PASS #4 SIEVE
10% MUST PASS #50 SIEVE
0-20% MUST PASS #100 SIEVE
0-5% MUST PASS #200 SIEVE
6. EXISTING UTILITIES WHERE SHOWN ON THE
PLANS ARE APPROXIMATE. THE ENGINEER
DOES NOT GUARANTEE THEIR ACCURACY
OR THAT ALL SUBSURFACE STRUCTURES
ARE SHOWN. CONTRACTOR SHALL VERIFY
THE SIZE, LOCATION AND ELEVATION OF
INVERTS OF UTILITIES AND STRUCTURES,
WITHIN THE LIMIT OF WORK, PRIOR TO THE
START OF CONSTRUCTION. IF ANY
DISCREPANCIES ARE DISCOVERED OR FIELD
CHANGES REQUIRED, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IMMEDIATELY.
7. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPERLY COORDINATING THE
PROPOSED CONSTRUCTION ACTIVITIES WITH
DIG -SAFE AND THE APPLICABLE UTILITY
COMPANIES, AND SHALL COMPLETE THE
PROPOSED WORK WITHOUT ANY
INTERUP11ONS IN SERVICE.
8. CONTRACTOR IS REQUIRED TO NOTIFY
DIG -SAFE, PER MASS. STATUTE CHAPTER
82, SECTION 40 (1-888-344-7233) A
MINIMUM OF 72 HOURS PRIOR TO THE
START OF CONSTRUCTION.
9. THIS SYSTEM IS NOT DESIGNED FOR THE
USE OF A GARBAGE GRINDER.
INSTALLATION OR USE OF A GARBAGE
GRINDER AT THIS PROPERTY IS NOT
ALLOWED PER 310 CMR 15.240(4).
;Fi C GRDUP
349 Main Street, Unit D
West Yarmouth, Massachusetts
02673
508 778 8919
@ 2010 BSC Group, Inc.
PROJECT TITLE:
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM REPAIR
(EAST SIDE)
822 MAIN STREET
IN
SOUTH YARMOUTH
M A S S A C H U SETTS
PREPARED FOR:
JOHN J. HYNES
512 ROUTE 28
WEST YARMOUTH, MA 02673
(508) 771-0100
DATE: FEBRUARY 25, 2009
COMP. DESIGN: B. YERGA11AN
CHECK: K. HEALY
DRAWN: K. HEALY / P. HAGIST
FIELD: D. GAZZOLO / N. MERCIER
FILE N0. 9382-ANR.DWG
DWG NO. 5923-03
JOB NO. 4-9382.00 SHEET 1 OF 1
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