HomeMy WebLinkAbout1284 MAIN STREET (OST.) - Health 1 .84 Main Street
Osterville
.,=1Z9 08
• TOWN OF ATA �W —172
LOCATION 4 14614 o SE
VILLAGE / [ ASSESSOR'S MAP & LOT
INST LER'S N � P ONE NO.2 I. V,
SEPTIC TANK CAPA ITY
LEACHING FACILITY: (type)3 Raj
D (size k3OX/6 X"?J
NO.OF:BEDROOMS
BUILDER OR OWNER
PERMITDATE-J '' ! �,00 COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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Page 1 of 1
Stanton, David
From: Mike Pimentel [MPimentel@jcengineeringinc.com]
Sent: Thursday, March 02, 2017 12:30 PM
To: McKean, Thomas
Cc: Stanton, David
Subject: 1284 Main Street, Osterville
Hi Tom:
Based on our meeting with you, David Stanton and Ron Silvia on 2-23-17, we updated the sanitary
design flows based on the actual net floor areas of the existing building units and proposed connector.
We simply hand wrote all the updated information on the original plan as per our meeting. See
attached plans showing the REVISED Proposed Sanitary Flows (2 pages). This revised flow was
necessitated due to the fact that the owner is proposing a connector addition between existing Unit 3
and 4 and also due to the fact that he is proposing to convert the garage/storage room inside Unit 4
into office space (i.e. exercise area) for the physical therapist's office.
The maximum allowed flow on the property is 330 gpd due to the property being located within a
Wellhead Protection Overlay district. The existing septic leaching facility capacity is 340 gpd based on
the proposed septic system design plan on file with your office. And finally, the revised proposed flow
is 298 gpd based on the new net floor areas of each unit and the connector piece area. The revised
proposed flow is still less than the max. allowable flow &the existing leaching facility capacity,
therefore we're OK. Please contact me if you have any questions or comments. Thanks.
Michael Pimentel, EIT, CSE
Project Engineer
JC Engineering, Inc.
2854 Cranberry Highway LL
East Wareham,-MA 02538
PH: 508-273-0377
Fax: 508-273-0367
i
3/9/2017
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TOWN OF BARN Tj LE -
LOCATION IZ A..iy � �
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SEWAGE # V
VILLAGE d&e/v,'At ASSESSOR'S MAP& LOVf/(;`
INSTALLER'S NAME&PHONE NO.�Q e r.Yac�y•s c o�v ��3 -epff
SEPTIC TANK CAPACITY /sdO H,2 O
LEACHING FACILITY: (type) 3 {/o--n6r qvse�S (size) 3 o Y/� het /
NO.OF BEDROOMS Ce $00&ce
BUILDER OR OWNER S:/v,i9;d-.S,'/•�..i4 i
PERMITDATE: V ° ®COMPLIANCE DATE: `.211 z�G z
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by a
3
W ej cr
CV
No. Fee
THE COMM F MASSACHUSETTS Entered in computer:
A ;, . Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS.
01pplication for Miopool *p.5tem ConMruction Permit
Application for a Permit to Construct(X )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 1286 I ain St. Owner's Name,Address and Tel.No.
Osterville MA Trans-Cape, Inc.
Assessor'sMap/Parcel 119/8 619 Main St. , Centerville 775-1442
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 1
R. J. Bevilacqua Construction A. M. Wilson Associates, Inc.
152 I:iah's Way, Sandwich 833-4899 P.O.Box 486, Barnstable, MA 375-0327
Type of Building: L
Dwelling No.of Bedrooms Lot Size40,000 sq.ft. Garbage Grinder( )
Other Type of Building Office & No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 340 gallons per day. Calculated daily flow 300 gallons.
Plan Date, Number of sheets 1 Revision Date --
Title q„hgttrface gPleagp Disposal Design
Size of Septic Tank 1500 gallon Type of S.A.S. trencb
Description of Soil See P# 9579 & Plan
TP#1 - 0-3"(0); 3-12" (A.) loamy sand; 12-22" (BW) loamy coarse sand; 22-120"(C) med_ sand
TP#2 - 0-3"(A); 3-12"(A) loamy sand; 12-24"(BW) loamy coarse sand; 24-120" (C) med. sand
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to pla a system in operation until a Certifi-
cate of ComplianceV�hh 'been i d y this Board lth.
r�'Signed Date
Application Approved by Date �,g
Application Disapproved for a following reasons
Permit No. 22P ^ 1 7'a Date Issued
No. :),fta': 1 :7 m; - Fee 1�tT`
x ; > f Efitered in com utec L
THE COM SSACHUSETTS p yes
PUBLIC HEALTH DIVISION -TOWN OF TABLErMASSAC,MUSETT.S
a ZIppfication for Mtopossar *pgtem o tructioluvVefuit
Application for a Permit to Construct(X )Repair( )Upgrade( )Abandon( ) O Comp ete System- F'Individual Components
Location Address or Lot No. Owner's Name,Address d Tel:'No. a'
1286 Main St. 'brans-Cape.;--'nc.
Assessor's Map/Parcel Osterville, MA 619 Main St., Centerville 775-1442
119/8
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tet.,NO:�d
R. J. Bevilacqua Construction A. M. Wilson Associmmy Janc.
152 Kiah's Way, Sandwich 833-4899 P.O-Box 486, Barnstable, MA 375-0327
Type of Building: ,
Dwelling �No.,of Bedrooms Lot Size40,000 sq.ft. Garbage Grinder( )
Other Type-of Building Offi-oe & No. of Persons Showers( ) Cafeteria(, )
Other Fixtures
Design Flow 340 gallons per day. Calculated daily flow 300 gallons
Plan Date,, 11 1 5 qo Number of sheets 1 Revision Date `—
Title; c;ubgirrfar-A Seyeage Dispogal Design a,
Size of Septic Tank 1500 gallon Type of S.A.S. tr nc
Description of Soil See P# 9579 & Plan
TP#1 - 6-3"(6); 3-12" (AA loamy sand; 12-22 -(BW) loamy coarse sand; 22-120"(C) med. sand
TP#2 - 0-3"(A); 3-12"(A) loamyusand; 12-24"(BW) loamy coarse sand; 24-120" (C) med. sand"
Nature of Repairs or Alterations(Answer when applicable)
r ,
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to pla a system in operation until a Certifi-
cate of Compliance h been i d y this Board H lth.
A.
V Signed Date
Application Approved by Date
Application Disapproved for a following reasons
g Permit No. 2P,05, — 1 :7 Date Issued
S,T
THE COMMONWEALTH OF MASSACHUSETTS /—Zo Xlft-r . f)-floe f
BARNSTABLE, MASSACHUSETTS ro-s
zap ,7' &,ej'd
Certificate of Compharlce t rAS VqA
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( X)Repaired( )Upgraded( )
Abandonea( )by 1?,0 by 34- 'o
'at 12R6 Main StrPPt. (ht-arui 1 l a has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 1:7 dated 3 —Z° ZD+'Q
Installer R. J. Bevilaeaua DesignerA. M. Wilson Associates, Inc.
The issuance o this pbrmit shall not be construed as a guarantee that the sysMA"
wilhfUnction as d 1 ed_
Date 1-2//1 Z Inspectori!/ � =Z
/
---------------------------------------
No. a n!!a-, . ") Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Miopozaf *proem Conotruction Permit
Permission is hereby granted to Construct( X)Repair( )Upgrade( )Abandon( )
System located at 1286 Main St. . Osterville
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this t.
Date: A0'�' f P1, :2 124 Approved b 1
f
y i
9 J
TOWN OF BARNSTA$L�
LOCATION 1 2 q� 14C ' � SEWAGE
VILLAGE ASSESSOR'S MAP & LOT
INST LER'S N ONE NO.k V,
6 �
� , o�
SEPTIC TANK CAPA ITY
LEACHING FACILITY: (ty (size) X X J
NO.OF BEDROOMS N
BUILDER OR OWNER
PERMIT DATE ' / . 6 Q_COMPLIANCE DATE: 2 6X
Separation Distance Between the:
Feet
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility
Private Water Supply Well and Leaching Facility (If any wells exist
Feet
on site or within 200 feet of leaching facility)
Edge of Wetland and Leaching Facility(If any wetlands exist
Feet
within 300 feet of leaching facility)
Furnished by
TN%
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\Q :161 Main SIIeel,I Iyanois MA 02601 -- —
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LOCATION & GlWNZAL INFOiZMA`I`ION
LocationAddlcss /Z g / �ro/� S- Oavncr'sNnme /.JAUIZ, 4-
Address %A.� w/�sc.✓ iaS'CQC- '-S
Assessor's Map/Parcel: //9/a Engincer's'Nnrne �,/y WtLsckAj /o SSUG
NMV.CONSTRUCTION h RITAI!'. F�icphonc f! " r i
I.nnd Use Slopes(°o) 9- 0 . Surfnce Stones No
Dislanccs from: Open Water Dolly 7/O O It Possible\Vet Aten >/Q V R Drinking\Vnlcr\Nell 7/QU ft "
Drainage Way It I'lopelly Line -2/ II Other
S K E I'CI I: (Sheet name,dimensions of lot,exnet localions of lest"liolcs& perc ICsls,locate wcllnnds in pruxiinily to holes) ,
v
fib.•" Y•
alcnl nttlerial(geologic) / of /yr,?d /%re3,:, /vAr✓. P S7`!S'DCpIIlto Iledrocl 3 y ;
Depth to Groundwatcf. Standing Water in l lolc: /1/0 t Weeping"liool Pit face N" =
lislimaled Seasonal High Groundwater }'�Z 'j3dLa_c.J �.opr3
---
1)L'I'rRMINATION FO)RSI ASO)NAL HIGH WA IL;R'I'AIILE 4
_ ._,_.�,.0.lclhoEt,!rse,lc �.2o✓ln�ia WATB,C'- NaT' (iNG'oa NTC372a� Y..
Depth Observed standing in ohs.bolt: in. Depth to soil nlotlles:
Depth to weeping from side of oils.hole: _ _ _ in. Gm n dmler Adjustment
_ Index \Nell ll .. Itnndinp DnIC: _ Irides \Nell level _ Adj.factor -t— Ad!.Gtoundwalerl,evcl
I'LRC'OI�t1.'1'ION 'I'LS'I' °`D�te'/i'-/�-99•ilinc/�'
Observation Z is
tole
.. - rime al 9 2� 3
Dcp1hofI'cic Hole nl6'
tt rr_.
- ----
Start I'rc•sunk"I intc rl
j
. h f ' I dire(9 G")`. O L�: c7 .11
d .
End,Pre-soak
t
Rtict.liri./lich;Js 'r^#,11,;t ''G'Z , G..Z. .Ti) GM2 /_S./u��"�)
:,;__. 'Site Suitnbilily Assessment: Site Passed, , Sitc failed: Additional Tcstiug Necded
Original: Iloblic Ilcalih I)Iv1S1(nt Ohscrvalion Ilnlc Dala 'I'o IIc Conthlcletl on Ilarlt
- Copy: Applicant
v
i Y" ,. • ..
1)II�I%I' 013S1�liVA'I'ION IIOLL L,0(;. hole /1 _�
I)clrlh from Soil horizon Soil'I-cxlurc Soil Color Soil 011icr
Sill Face(in) (IISIM) Mollling (Slroclwc,Sloncs,Ilooldeics.
��� ,/"� �•_ -.-..- J�e::.; v9 f'rC.11'/it.5 !.,t•170V
!,
!- /� ,�_>ru '� "icy V61 AlCoto
— - _d"l Es _-•1 ��''r'hrl 1.L"•
v
llLI;I' OBSERVATION HOLE LOG Hole fI
Oela(h I'ronl Soil Ilolizoo Soil•I•exlurc i Soil Color Soil OIhcr
Surface(in.) (IISU/\) (A4u!asaal) Mollling (Suuclurc,SIUnL'S,nauldcacs.
-- Cansislcncv•%
C) _ 73
�'1 by eI J ,i.ea br t'iri A✓iy�
Z&4,1,a,✓ �ifi�rGv — l`ayf� / /V
6 _..__ C' -- —/1\f/i✓" �/ —� /{JK l
r'k 4 'v
G,
DIET OII ERNIA`I'ION HOLE LOG Iltiic #
Depth frmn Soil Ilorizon Soil,Icxlllrc Soil Color Soil Olhcr
Surface(in.) ((1S1)A) (Nlunsell) Mollling (Slnrclorc,Stones,Iluoldcres.
. DEEP OB8 41WA"PION 1101,1,e LOG IWe #
Dcpth from Soil Ilorizon Soil'Icxlurc Sail Color Soil Olhcr
Surface(ill.) ((ISI)A) (Mluascll) Holding (Slrucfurc,Shines,Ilualdcres.
---- _ �lILSIIlsU�,14.SililY.41)
s r. I
hlootl l)>�� I c IZ11e h1,'111i � .:. •
Above 500 year Ilood boundary No ' _ Yes
Within 500 year boundary No Yes
Wilhio IOU year flood boundnry No I- Ycs.
Del)(II of Mouth Occurring Pervious Material
Does at lead four feet of naturally occurring pervious Illaterial c isl.ill all.nrcas observed Ihroughow Illc
area proposed for the soil absorption systcnl7 _ 1 4�,S
I� If nol, what is (lie depth of naturally occurring pervious Inalcrial'? - ---_
t
., mil• cs tip
I certify that on ((hale) I have passed (lie soil evalualor exnlnindon approval by Ilse
Department of Elivironinental Priilccfioii and that the above analysis was performcd by me consislcnl wilh
'\ (lie required Iraining, expertise,and experience described in 310 CM It 15.017.
fj Signature------- --- -- I);IIc
NO. OF OUTLETS.-
Revisions
NOTES-
RWIr
f a 1/2' 1)DISTRIOUTION BOX TO WTMSTMO M-10
k %
LOADING UNLESS UNM PAWMENT, OWES
9/00
WN'C00"NTS'
OR IRAVELED WAYS VMERMY M-20 LOAD!N0 41 ADDRESS "TO
SHALL AMY.
10 r4
7, 91_3�iERVAIICII 13_y_k_.r_ .QAL& INLET TEE AS SHOW WHERE
10123100 BUILDING' &" P RKI
2)PROV
24* DIA. MANHOLE CO.TR S-On OF INUT PPE EXCEEDS 0.08 FT/FT
OR 04 A PUMPED SYSTEM.
FOOTPRINTS
2C
3)FIRST TW40 FEET OF PIPE OUT Or THE
ZABEL
T (A100) Kmn
DISTIMUTION BOX TO BE LAID LEVEL
CAJM
_ET TMEE WlAt 95.4 -1 � P
MST PIT #1 101.0 TEST By: A.M. WLSON ASSOCIATES TEST PIT J2 GRD. EL. TEST BY, A.M. WILSON ASSOCIATE 4)PEOGMUENDED MANUFACTUREP.-
L4* INLET
qPD. EL. 10131/00 GRADING
ROTONDO OR APPROVM EQUAL
TEE UOM 0EpTA
DONNA MIORANDI WTNESSED BY. DONNA MIORANDI
smaur sox To sE wATs icHT
GW. EL. NOT ENC`rD WITNESSED BY. GW. EL NOT ENCT'D
ON MIN. 3/4' TO 1-1/2-STONE
BERNARD J. YOUNG MOTTLING EL. NONE CERTIFIED BY: BERNARD J. YOUNG TO BE ADWORCED OONCREETE.
MOTTLING.EL NONE CERTIFIED BY. DATE: 11-17-99
DATE. 11-17-99
SOIL MMOVEARLE CO%SR
ELEV., , SURFACE SOIL SOIL SOIL ELEV., SURFACE SOIL SOIL SOIL SOIL
1 3/4
5- DIA. OUTLET(S) 5* DW INLET
if�l Aflll All-
2
it
DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER PRECAST CONCRETE SEPTIC TANK tTT
REINFORCED WITH STEEL
PLAN MEW 101.0 0'-.3" NO 95.4 0"-3" NO CROSS SECTION VIEW
0 PROMDE
0
WATERIGHT
3) INLET AND OUTLET TEES To BE CAST IRON
NOTES "Nl!i (Tlyp)
MASSIVE MASSIVE OR TYPE I SCHED 40 PVC
5 3"-12"' A 10YR 4/4 NO FRIABLE 95.15 3*-12" IOYR 4/4 NO FRIA13LE SEPT1C,TANK TO WIIISTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVERS. 7 1/2 4 1 OC
100.1 LOAMY SAND A LOAMY SAND
OR TRAVELED
ONLESS UNDER PAVEMENT. DRIVES,
WAYS, WHERE BY H-20 LOADING SHALL APPLY.
MASSIVE.VERY LOAMY COARSE 7-
MASSIVE 1307TOW ON,
LOAMY COARSE ME 0,
. 1500
100.0 12*-2-1* aw IOYR 4/4 NO FRIABLE 94.4 112 -24" Bw 10YR-4/4 NO FRIABI F 2) ALL PIPE CONNECTIONS AND CONCRETE CON NO. OF GALLON_ LEVEL. STA
STRUCTION TO BE WATERTIGHT. CE
SEPTIC 5 =31ON MEW 3/4* TO
MASSIVE SINGLE GRAIN 1-1 STONE
93A7 227-120" C MED SAND' 0YR 4/4 NO RIABLt 93.4 24'-120" C 10YR 4/4 NO LOOSE
NOT TO SCALE
Lj
FLOW DIFFUSORS, INLET. OUTLET. D-BOX COVERS TO BE BROUGHT TO
NOT TO SCALE
GRADE WIT CI MANHOLES ON RISERS MORTARED IN PLACE
FINISH GRADE
105.00
SCREENED VENT
4* T`ME 1'SCHED
(Typ.)
2" PEASTONE
85.4 FIRST TWO FEET TO
LOCUS MAP
BOTTOM BOTTOM 102.25 MIN
BE LAID LEVEL. - - -
ft
1 �25MAX
PERC RATE: PERC RATE:
101.2 NOT TO SCALE
WATER OBSERVED 0 TOP PERC HOLE WATER OBSERVED 0 TOP PERC HOLE 01.50 1 1.00
101.17
<2 NOT ENCOUNTERED 0 34' <2 1500 CAL.
NOT ENCOUNTERED 46"
MIN./INCH MIN./INCH \102.50
SEPTIC TANK 101.25 3/4- TO 1-1/2-WASIIED STONE
0.75 T
98.75
AN is
FOUNDATION
x24' 13.35
�3 4
DESIGN FLOW:
BE INSTALLED ON A
BOTTOM OF TEST HOLE 85.40
LEVEL & STABI E BASE. GPD
office 0 75/1000 f
ROFILE
TANK REQUIREMENTS:
SEP11C
30' x 10'
NOT TO SCALE
200% x 300 GPD 600 CAL
M REQUIREMENT: 1500 GAL
IN.
Project 11itle
SB
(FND)
LEACHING FACILI I Y REQUIREMENTS:
0 elf. =27L
100 GPD
718
N a CURRA c;
,REDERICK
2
or 79
'TaT PL
ASA 114
ce
(FND)
112
LEACHING FACILITY PROVIDED
110
'TRENCH
- -236-00' 10, X' 30"x 2' IFFUSOR
2x(10'+3Q*)x2!)x0-74G -DAY)
AL SF
LINE .2913TE
PROPOSED WATER
340 GPD
ce
RESERVE: SAME
(FND)
a3
102
FUM ELEV 1 01-
IkUL-4. N
OWIRACTOR'S
L0T\8
PROPOSED \\AFIE4 20,000 b 110 % 1 1,140 S.F.
EEV 101. 1 UNLESS OTHERWISE NOTED, �ALL cq
411% -DING
3 CE 8UII 5--
FF, .0 MM� ODS AND MATERiALS :SHALL CONFORM TO
CODE AND
I TITLE V OF THE STATE ENVIRONMENTAL
TOWN OF BARNSTABLE RULES AND REGULATIONS.
ALL POINTS WHERt PIPES
I STJ1 2. GROUT TO 80- ,USED AT' Prepored', For
u ENTER OR LEAVE 'ALL CONCRETE STRUCTURES IN ,
4. ELEV 101.0
04
ORDER TO PROVIDE A WATERTIGHT SEAL,
0
3. ALL SHIPLAP JOINIS IN SEPTIC TANK SHALL BE
TRANS 'CAPE 'M.
I SEALED WITH NEOPRENE GASKETS OR ASPHALT
CEMENT O'PROVIDE A' WATmTtrHT StAL
4. PRECAST CONCRETE SEPI -TANK DISTRIBUTION
r BOX AND LEACHING FACIUTY'M :WTHSTAND H-10 '
VNENT, 'DRIVES �OR VoIrs Strot
LOADING UNLESS UNDER PA
SHALL ,
01=7 �j
TRAVELLEDVAYS MIEREIN H 20 LOADIING
3.00
Tt e%
APPLY.
PIPES IN THE SYSTEM SHALL 'BE
5. ALL PVC
>
0
V 95.
ST#2 I ELE 0 TYPE I PIVC, SCHED 40,
SAS�NT
--FREE OF ALI.
LL
1101.
'sr 6. WASHED CRUSHED STONE SHA
LbT 8 27
DIRT, D1jST AND FINES.
A�E�u 201 poill CO
POINTS OF'INTERSE S
CTIOWOF�WATER'LJNE
7. AT LL
10 AND SEWER'UNES, BOTH PIPES SHALL-BEICON-
STRUCTED.OF CLASS� 150 PRESSURE PIPE AND ARE ,TO
BE PRESSURE ,TESTED TO�ASS E WATERTIGHTNESS.
0 k 1 1'—
:Dr*
1E
8. SEPIC TANK' DISTRIBUTI
ON13OX.,'ETC. 6
MANUFACTURED.,BY ROTONDO R. AN EOUJVAL. T
FACTURER.' ' ...........
MANU
CD
POR POSEC
OPO ED� , 9. EXCAVA7 ALL,,On GAN AND'LOAMY SANDS
11C"MATERIAL
D,'
FROM'DEVELOP0 AREA'' AND,FILL WTH CLEAN AN
C -s kACE�
CO'
UNIIJ NT z PLACED IN .6" UF`TS AND compAcTED TO 9ox
Ry DENSITY.
OSED
PR III OP MAXIMUM D
t,534 S.F. IP
rn S1 OFFICE BUILDING (FND) 10.HEAVY iQUIPMEP4T SHALL'NOT�BE ALLOWED To,
OPERATE OVER THE LIMITS. OF ,THE SEWAGE
F n EL=105.0
T POSAL' SYSTEMS DURING 'THE COURSE OF CON
_EImEVAI]ONS. ENCHMARIk'
CCB
CA MW VASW STRUCIION 'OF. THE SYSTEM&:
fX 0(A
to
11.NO FIELD MODIFICATIONS"TO THE,SEW C 'DISP SAL '
A 102.5
INVERT AT 13UILDING
lot
SYSTEM SHALL''BE MADE WITHOUTRRIOR WRITTEN
APPROVAL',OF' THE ENGINEER' AND THE 0CAL ,
212,38*
101.5
94
00
4 �%JNVERT �AT 1500 GAL- TANK ,(IN)
BOARD 'OF HEALTH.
RUAHNG WALL N86-10!WE 7" 1A
-AS REOUI ED BY
101.25 12.THIS SYSTEM SHALL tF- 'INSPEC
TED
V INVERT AT 1500, GAL TANK (OUT)
TITLE V�
101.17
4 INVERT,AT DIST. BOX (IN)
13.A CERRFICATE OF��tOMPUANCEAS'iREOUIRED BY
L
71 TIE V AN
OT 55-1 1
D -AN AS SUILTPLAN
'44" INVERT AT� DIST. BOX '(OUT 101.00
AS110T 55
SYSTEM MUST, BE Oe
OF, THE_t ED BY' Init
TAtN
"OF THE A
CONTRACTOR UPON:dOMPLE116N OVE,-WORK.�
RTS,'ATtEAdHING PACILITY'
I IS'SYSTEM IS OT
"'�4' JNVERT ,AT N" Dt�MkED POR k-GAkBAGE
100.75
iEA014ING FACILITY DISPOSAL UNIT'
5K
WME WO
%,N
15.AU_ -UNDERGROUND U'rLMES 5HO,
T AT, RECORD PLANS
?4 NVER END
PILED, ACCORDING TO,,AVA1tAJSLE
MHEI
wtk ING: FACILITY
Atli
100.75,
(FND)
AND ARE APPROXIWATE'ONLYll SEE CHAOTER
'-LAWS
jACTS ,OF 1963.,'MASSACHUSETS GWERAL
TTOM
4LEVATION AT� WE"ASSUME,NO RESPONS;8JUTYfOR ,DAMAGES
-k RESULT:OF
OF,�lEACHING FACILITY 98.75
INCURRED' AS ' ITTED 'OR,
uUts omm
uc
-INACCURATELY'SHOWN,"''�VE:APMOPRIA!t PUS
own
85.4 NG
IN
'2-
IL
M 7 TN
08 -R -DtPARMN'T.sHAtL,BE,CONTA 5AS SERVED GROUND" WATE :ELEV./BOTTOM OF .TEST,HOLE ENGINEERING
c
BER
-AS ,D 'SAFt (PHi NUM L 10
t ��R
r
woe"