HomeMy WebLinkAboutEngineered As-Built Plan - 1999Tat Plf 5.
/ Revisions
a.
�ell 'SEPTIC SYSTEM DESIGN
o
ry 99Rq
LsTAU PHASE
_
5, 400 U6
1
FN. F, TITLE V REVISED 9/23
FL/94
6�
_
Er! .-22.00 35 gpd/aeon
Q' Q
FLOW RESTAURANT, KITCHEN FLOW 15 gpd/seat
� la 172 9
EXISTING CWi OMOGLASS V, COMMERCIAL. RESTAURANT 170 SEATS
UNITS TO BE CONVERTED 1 /
�P, �3 / / ►=18.5 0
TO 9,000 GALLON SEPTIC / A. - 4
JP TANKS (SEE 'VARIANCE I 1= 18-50 cJ
REQUEST THIS RESTAURANT
SHEET)
1 a
o IEOWED
ch FLOW = 170 SEATS X 35 GPD/SEAT - 5.950 9Pd Q
I .
Y x KITCHEN FLOW - 170 SEATS X 15 GPD/SEAT =2.550 GPD
�..® FEBf1
_ Tyr Pn s EXISTING SE I _ a J,,� ; � ,r �, �'u 1 20ti1
a-20.2' .�. I " < E o v Q
_SER IC�ti F o /. 3 f
SEPTIC TANK
$n(ll01
0
I - - WILL HAVE A CAPACITY HEALTH DEPT.
I , . • : �'"' N CONVERT EXISTING ' CHROMOGLASS UNITS.. TANK �1 LL
1 " o
t - 7 C w OF 9 000 GAL 12,000 GAL REQUIRED). TANK J2 WILL HAVE A CAPACITY
I /,V I_ 18.25-ONCRET � �, nt � )
/ E
,.. � LIME
/ t � DUMPSTER a �� M OF 9.000 GAL 6.000 GAL REQUIRED). ADDITIONAL STORAGE VOL
1-17 7 ; , _ 1 FORM A 3000 GAL GREASE TRAP.
73 " PAo ,� WILL BE PROVIDED N 0 OF ,
w a..
o SEE VARIANCE REQUEST BELOW.
E IS �NG
v 6 �
O 1-17.11 VENT �� XISTING VENT o VC
P o
..
GREASE TRAP
,...,
0 §i I KITCHEN FLOW DETENTION TIME 24 HRS. ►► •�
d 1 DAY 550 GAL ► .�
� 2,550 GPD X Z. . •~• y '• ,,, �
• •, 22X0; OVERSIZE 150X
EXISTING 4 G/J.LIDJ 2,550 GAL X 150X = 3,825 GAL STEVEN
� SLUDGE HOLDING TAMC � � •�
GT VATH ZA13EL FILTER 1i EXISTING ROTONDO ST 6. X 6-4 (4,000 GAL SEP11C TANK) j . L
(TO BE ABANDONED IN ? Q �' INVSrR IN BERINSTEIN s ►
17, 93 I
..,, ,.. � : � , �• NO. 282x3
/•
18.25
PROVIDE ADDITIONAL GREASE TRAP. • •
ACCORDANCE bYiTH � � �Q :. �. ; � h 1 I S.o7 18.08 �. _
310 CMR 15.354) ' j, J 16 / h v a 14- G SEPTIC TANK • F; �� ��
r O Q 6$ . G n N ROTONDO ST 6 X 3 (3000 AL )
LMODIFIED FOR USE AS A GREASE TRAP
I G.9
1 , \
PROPOSED
SOIL ABSORBTION SYSTEM
3, 000 GALLONTE I
IPERC < m InAn
- - - - - - r cs� GT 1'dTH ZA8>•1 FILTER _
- 20 - 4 `� INVE7i CN�18.07 4a SOIL TYPE CLASS 1 SANDS. LOAMY SANDS Project Title
�' R `� �JVQtTOUT}-�17.>?0 - o LTAR - EFFLUENT LOADING RATE 0.74 gpd/s9.ft.
EXISTING GUARDRAIL ,o I y
I \ - F.: h 6 t F 7 .. t
TO 3E REMOVED % ,� L
\ , ,.,
REQUIRED ._f.C! •.NG AREA �a0 e, d 0. �^ #)
. REWOVE DGSTING ASr LT AND REPLACE ... Q
\ f.. FAST SY51DJ CLEFel, L4J� AFI/OR ASULCFi.� J
AN I USE LEACHING TRENCHES
� , • . OOfl. K 1188T
\ CB 5(BY OTHERS)
\ R=19.50 G LOCA�� UNE TO FZ3S'fALL l�II£R /, . 2. D '� o _ `TRENCH DIMENSIONS SYSTEM
\� 1=16.60 \\ AppROXIMA�GAg \/SCE PHASE I FF SLS 1 0 `. WIDTH: 2'-0'
\ \ G EyJ SUNG
R.I
N DEP 2'-0' �
OF / � �' � � N AREA /LINEAR F00T: 6 S.F./LINEAR FOOT
Qr
\ - - - CB 4 REQUIRED TRENCH LENGTH FOR f
\ PROPOSED -
OF PAVEDr!
-20.70 8,041 SQ.FT/6 SQ.FT.�'IJNEAR FOOT - 1,340'
fr ��1=16.00 USE 28 - 50' LONG TRENCHES
97L
FIELDS
USE 4 FIELDS
Nam EACH FIELD IS MADE UP OF 7 TRENCHES RESTAURANT
� •` _ _ _ _ _ _ \ � /"1 ALL PIPES SHALL BE 4 DIA.. PVC PIPES 1
\ �+ \ NOTE. FIELDS #3 AND 04 WILL BE RECONSTRUCTED IN ACCORDANCE WITH
\\ \ UNLESS OTHERWISE NOTED. 21x00 1
\ THE DETAIL DEPICTED ON SHEET 3. FIELDS #1 AND ¢2 WILL BE EVALUATED
�.. 3"PRESSURE MAINS i 1
ARTM NT.
PUS
� 1 � BY OAYLOR CONSULTING GROUP AND THE HEALTH DEPARTMENT.
\a
PIOPOSED Y VENT PSP£S ,
DOSIN'� IN
( ) USE PRESSURE DOSING
i .; .
\ � ,. ,, ,. . •
SJWest Yarmouth
.. v • wD, LOAMY SAND DOSE 4 TIMES DAY /
_(.�a,1..t� a� DOSE VOLUME - 5,950 gpd /(4 DOSES/DAY) 1,488 gal/DOSE
\ \ I r MaSSachusettS
C30- 3' � DOS'NG NETWORK
s
USE3' PV FOR MAIN
Prepared USE 3' PVC CENTER FEED MANIFOLD For
USE 1.25' PVC LATERAL
4
\„
USE 0.25- PERFORATIONS SPACED 5'-0 ON CENTER Applicant:
k �\
SA MT NEW VENT PIPES, PAVEr1;E,•aT:
INSTALL � \\ ® 2� HEAD LOSSES NINETY NINE RESTAURANT -PUBS
\ \ � � v '.: _ f .
" BACKFILL AND REPLACE\ \ I DISTAL HEAD 2.0�
�. __> _ _ _ 160 OLYMPIA AVENUE
t 1 - _.._ . _ - __. _ 8..2
.PAYE?AENT IN KIND: \ / :. \ � 1 STA11C HEAD
8.8' _
\ /
NETWORK LOS! � WOBURN MA 01801-2020
I \ \ TOTAL HEAD 19.0 .
` I \ PUMP SPECIFICATIONS
65 GPM AT 1
, v ;MIN DIA. SOLIDS 3/4
\ \ DISCHARCH 2 NPTt..,,�t;,
Tart P/f 7
NON CLOG IMPELLER
4 SUBMERSIBLE ALTERNATING PUMPS
r
Daybr
21� \ � \ . `VARIANCE
PER TITLE Y 310 CMR 15.224 AND 15.225 TWO DAY DETENTION TIME
_ ® Coag
lI \ PROPOSED INSPECTION MANHOLE ' (12,000 GAL) IS REQUIRED FOR TANK#1. THERE WILL BE 9,000 GAL
{� MONITORING WELL `� 2 - - - .Q (SEE DETAIL ON SHEET 3) PROVIDED. TANK j12 WILL HAVE A CAPACITY OF 9.000 GAL (6,000 GAL
I , \. � U
�\
REQUIRED). _
EXIST. IN ECTION _ - - � b � \ ., 0 r
\ MASE 11 _
PROPOSED VENTS ;,* t,; MANHOLE\ N R i.
S� DETAILS ON \ \) 22x00 I PENDING ON THE RESULTS OF A HYDROGEOLOGIC STUDY To BE PERFORMED BY
( _/I
\ OTHERS A "FAST SYSTEM' WILL BE INSTALLED. THE PROPOSED "FAST UNIT' AND
\ \ AND ACCESSORIES ARE DEPICTED IN DOTTED LINES ON THIS DRAWING. Ten Forbes Road
SHEET 3) .\ . � \ � � � \
Braintrm ISA 02184
"FAST' SYSTEM
EXISTING Vr y-•- _: \ w
- 617-B49-7070
I' TO BE DSSCONNEC� \ \ FAST, SYSTEM BY SMITH k LOVELESS WILL BE PROVIDED BY OTHERS. DESIGNED T FAX 617.849.0096
i \ \ \ TREAT UNTREATED WASTEWATER 900 PPM BOD 263 PPM TSS, 201 PPM FOG
AND REMOVED ,, 5
57 PPM TKN, 14 PPM. AMMONIA NITROGEN, 42 PPM .ORGANIC NITROGEN) FOR
A HYDRAULIC CAPACITY OF 6,000 GPD WITH A MAXIMUM ORGANIC LOAD OF Drawing Title
31.5 POUNDS OF BOD PER DAY.
5
i• .. \ LGGEM
I SAS TRENCHES\ \
\ EX/STIi1/G
( TOP EL, 18.5 -.. , \ p PROPOSED
L: \ \ _
BOTTOM Et 6.2
\ L
\ \ "4 -up U nU POLE
SITE.
4 / o we WATER VALVE
� h
3 \ \ \
DRAIN UN
N 2 G, N E
WITHIN FIELD 3 AND .4I ALL TRENCHES AND . FILL MATERIAL BETWEEN 6 `9 6 \ \ R,0 ROOF DRAIN LINE
20.3 \ /
AND BENEATH THE TRENCHES SHALL BE REMOVED TO THE DEPTH 1 \
i l :
OF THE NATURALLY OCL SOILS AND SHALL BE REPLACED �� \ \ '
SEWER UNE
/ \
' WITH SOILS CONSISTING OF CLEAN GRANULAR SAND, FREE FROM ORGANIC -
MATTER AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS GAS LINE
OFL DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. THE FILL \
SHALL NOT CONTAIN A;NY MATERIAL LARGER THAN 2 INCHES. A \ .
/ ELECTRIC
SIEVE ANAL N I �.
ANALYSIS, USING A fj�4 SIEVE, SHALL BE PERFORMED ,•. PROPM .W/ENTS - "". I TELEPHONE
ON A REPRESENTATIVE,! SAMPLE OF TIE FILL UP TO 45% BY WEIGHT SEE G=TAILS _
\ ,_-- ,IR •v WATER LINE _
OF THE FILL SAMPLE lk,AY BE RETAINED ON THE 14 SIEVE I -SNEET3)
\ kt w
SIEVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION Of �: \ - o OVERHEAD WIRES
ITHE FILL. SAMPLE PASSING THE f4 SIEVE SUCH ANALYSES MUST
DEMONSTRATE THAT TI -E MATERIAL MEETS EACH OF I EDGE OF PAVEMENT
TE _ ' .., `-.:, ':.. , , - II
Scale:l"� 10'
THE FOLLOWING SPECiFi„ATIONS. .. � � , _ I ;
- � CB CATCH BASIN
EFFECTIVE X THAT MUST DMH 0 DRAIN MANHOLE
SIEVE SIZE PARTICLE SIZE PASS SIEVE 0 10 10 30 40 50 FEET
# 4 4.75 MM 100% SMH SEWER MANHOLE. T: \TWELW\l2N\S-R£PNR\98285-ZDWG
�f 50 j 0.30 MM 10% - 100% � ,_ "
100 0.15 MM ox 20% ?� GAS METER
_ , . �, 06, � Date APRIL 28, 1999 Drawing No.
# 200 0.075 MM OX 5% \
SA
PAVEMENT. E /c ELECTRIC/TELEPHONE/CABLE
J ,T.
.. Test it 4 ..
REMOVE ST NE IN Design Z. J.
TRENCHES do REPLACE
' .• ... ., MW -1 MONITORING WELL Check
El. -20. 8 .., � � • , �. , _ WITH CLEAN 3/4 TO
1 DOUBLE WASHED ......................... Drawn J.V.B. B.S.C.
SAWCUT LIMIT
STONE. BACKFILL AND �
u N.9. 8 0
Job. 0 82 5 0
F
REPLACE PAVE1dENT {N -KIND.
Last Rev. of 4
I' 94265-2.DNG
mnwa arc.. I.