HomeMy WebLinkAbout0038 CROSBY CIRCLE - Health _ 38 Crosby Circle
Osterville
A= 116-021 �f
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TOWN OF BARNSTABLE
LOCATION 38 Cm,,nAia Ca Ve SEWAGE# 'y
VILLAGE C� JfV ASSESSOR'S MAP&PARCEL 116
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) 4 tc 3c, 14 a (size) 2 a 5',1 2 1—
NO.OF BEDROOMS
OWNER
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 5 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 BYICc� �� �
�2Un;T
iN-17o7
.o i�
Ob
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t fti
1.71./
No. d` ��- Fee
THr COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
2pphtation for Misposal 6pstem ConstCUttion Vermit
Application for a Permit to Construct( ) Repair("Upgrade( ) Abandon( ) [:]Complete System ❑Individual Components
Location Address or Lot No. -38 C;-os by e i-c/r Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel //CD- p2/ I
Installer's Name,Address,and Tel:No. Designer's Name,Address,and Tel.No.
J'2s�3/u s .� i7J/v:.... Zinc -�s,.��ro ,..3 !�—/rs
so SeB �/77-5 3
Type of Building:
Dwelling No.of Bedrooms 2 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building hc,4,5r No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 35A gpd Design flow provided � gpd
Plan Date 2 Number of sheets •L Revision Date
Title
Size of Septic Tank Type of S.A.S. ,q%e :3 C e
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) 11V5 Je,/1 QT}z c
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 place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signed Date / %2—
Application Approved by ` Date S 11
Application Disapproved by Date
for the following reasons
Permit No. o Lo o'-- ��� Date Issued
No. Fee
THeCOMMONWEALTH-OF MASSACHUSETTS Entered in computer:
' Yes j
PUBLIC HEALTH DIVISION -TOWN*601ZAkNSTABLE, MASSACHUSETTS
ftpYication for Misposal .psteut Construction Permit
Application for a Permit to Construct( j Repair <Upgrade( ) Abandon( ) ElComplete System ❑Individual Components
Location Address or Lot No. cos 6,� r�`/Y Owner's Name,Address,and Tel.No.
Assessor's Mao/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
A �r a
Type of Building: f'
Dwelling No.of Bedrooms 21 Lot Size /,�/ sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date 1 Number of sheets a Revision Date k
Title
I
Size of Septic Tank /n�22 Type of S.A.S.
Description of Soil
i
Nature of Repairs or Alterations(Answer when applicable)
r
Date last inspected: i
Agreement: t
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 place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signed Date ! " // /
Application Approved by ` Date S—t —12—
Application Disapproved by Date
for the following reasons
Permit No. 0;10 p'- �� � Date Issued �/I f Z
` = - - - - = _ ----- ------------------------
i
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired
Abandoned( )by ,! Ai r
at `e Q_, F) has been constructed in accordance
with the provisions o T le 5 and the for Disposal System Construction Permit No. :21D 1.1` dated
Installer ,► ,., ( zs4' Designer
#bedrooms _ Approved design frow, rj gpd
The issuance of this permit shall not be construed as a guarantee that the system will funj�ct o as�d signed.
Date /j,/ -, Inspector r
-----------------------------------------------------------------------
No. o<4� Lf Fee f
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS"
Disposal 6pstem construction hermit
Permission is hereby granted to Construct( ) Repair(✓� Upgrade( ) Abandon( )
System located at
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
4
Provided:Construction must be completed within three years of the date of this permit.
Date 5� 1— �'"" Approved by
05/17/2012 14:10 5084775313 ENGINEERING WORKS, PAGE 01
Town of Barnstable
Regulatory Services
Thomas F.Geiler,Director
$ Public Health Division
" . Thomas McKean,Director
200 Main Street, Hyannis,MA 02601 ;
Office: 50&862-4644 Pax: 508-790-6304
lip
Date. � r-7 i Swage Permit# � r a Map/Parcel
Installer&Desiner Cerootion Form
Designer: y�;n Wo r�,�s+ inc. , Installer: l4 1 w^e If'-C.
Adam: 1 z W. c-eb S S_ i! l i 2d. Address: e G QO'iC- I q
On was issued a permit to install a
(date) (installerj
septic system at G-v 16 A r Cis tvmJ,f W based on a design drawn by
(address)
J� J0F datdsI4J�
(designer)
I certify that the septic system referenced above was installed substantially according to
the desip, which, may include minor approved changes such as lateral relocation of the
distribution, box and/or septic wk. Stripout (if required) was inspected and the soils
were found satisfactory.
that the septic stem referenced above was installed with major chap (i.e.
I cezti p 1 �
greater tthan 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system)but in accordance with State & Local Regulations. flan revision or
certified as-built by designer to follow. Stripout(if required) wa ted and the soils
were found satisfactory. 14 OF
PETER T.
MCENTEE
4,1 staller's Signature) CIVIL En
Mo.86109
8T
signer's Signature) (Affix Design )
PLEASE,RETURN TO BARNSTAKEL PUBUC HEALTH DIMS - CER ATE
F -COWLLANCY WELL NOT BE ISSUED MIL BOTH THIS FRM
B ARE UCEIVED BY JUL BARNSIMLE PUBLI ALTH DI ION.
TH�YQU.
gAaffloe formsWee4 rcertifica ion fama.doe
r .:.
Town of Barnstable r# -
�y" Department of:Regulatory Serviices
tiser�arnare, a Public Health Dv><sion Date ''`� Z u Z.
t�cas
Main Street Hyannis'MA 02601
Date Scheduled / l ?' GU
�/LTrine Fee:Pd. :.. -
rt.
Soil Suitabil Assessment for Sew e Dzsposal
_ n.
Performed By: Pe 1,cC Witnessed By:
LOCATION&.:GENERAL INFORMATION
Location Address C \_ ff �2 Owners Name
Yy lam.
Address
S s:by
Assessor's,Map/Parcel. `� .�� ' t Engtneer's-Name ;���^
7�
'r
NEW CON_STRUCTION REPAIR"` 'x Telephone#' ' „�jj — ?^? 7�d '
Land Use s�^ t�i. t F� Slopes(%) Z �/' Surface Stones ✓J( — E
Distances'.%m: .Open Water Body [QZ/ ft Possible:Wet Area c.L! ; 7 f S�
s, 1
i -
ft Drinking Water Wel ft
Drainage Way ^� CSV ft -Property Line ��— ft Other ft
SI E CI`�:(Streername,dimensions of lot,exact locations of test holes&perc tests,locate wetlands d`n proxi dtytoholes)
t
2d` i i li
_.
::.
VO
�
s�y 7
,t I�
Parent material(geologic) iO� h Depth to Bedrock
�=i 7-6'-3 p
d
Depth to Groundwater. Standing Water in Hole: f ZO �� 1.S Weeping from Pit Face '
Estimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL HIGH WATER'TABLE'
-Method Used: Y
Depth Observed standing in obs.hole: in. Depth to Soil mottles.
,��, Depth,tosveeping;from side.of.obs_hoz:
Index Well.# _ Reading Dater Index Well level AdJ:factor .; r AiiJ'.C3routldwater Level
y _
PERCOLATION TES`-' Data ,. TIM
Observation
Hole#: / _Z Time at 9" _
Depth-of Pero 7_ Z Time at 6" '
Start Pre-soak Time @ Time(9"•6")
End Pre-soak
� Z.
Rate MinJInch
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed..on Back-----------
**If percolation test is to be conducted within 100' of wetland,you must first notify the,
Barnstable Conseirvation Division at least one(1)week prior to beginning.
Q:ISEPTICIPERCFORM.DOC
DEEP.OBSERVATIONROLE LOG Hole# i
Depth from Soil Horizon Soil Texture Soil Color Soil Other
}
Surface(in.) (USDA) (Murrell) Mottling (Structure,Stonea,Boulders:
p �2
M SS`�G `t
DEEP'O BSERVATION HOLE LOG Hole# Z
In So
il Horizon
n Soil Texture Soil Color Soil Other
P
• De th fro
. Mottling Structure,Stones,.Boulders.
Mansell g ( . .
Surface(� )
USDA. )
i
Consistency.%Gravel)
Q- , A. LS Lo`P�`�fZ
l ►
• � �rvJ 1 � "
Hole#
LOG
H e
R ATI BSE N HOLEV O EP O DE
Soil Horizon Soil Texture. Soil Color' Soil Other
De th from. t
P
Surface(in.) (USDA) (Munsell) Mottling (Swcture,Stones,Boulders.
Consistency. -G Ve
w
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soii Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
onsi
Flood'Inst tance•Rate-:Man:
I .
Above 5)o year flood boundary No Yes K _
Within 500'yearboundary No_ Yes 6 J t'l01" R
pp
C.. Q.C`e�'w tict��
Within.l00 year flood boundary No_.. Yes— ('
`fie A 3. C
Death of Naturally Occurrma Pervious Material '
Does atleasCfour feet of naturally occumng pervtotis materialexist in all areas;observed throughout the .
area proposed for.the soil absorption system? -e:>
If not;what is the depth of naturally occurring pervious material?'
_ Certtfication
9
I certify that one l�- (date)I have.passed>the soil evaluator examination approved'by the
Department of-Environmental Protection and that the above anal
ysis was performed by me conststentwtth: .r
the°required trainin expertise and experience described in 10 CMR 15.-017.'
s
Signature Date
_ ' : . Q.\S,EPT MERCFORM.DOC ' .
LEGEND N�\'
Street
EXISTING CONTOUR . �
x 16.82 EXISTING SPOT GRADE
—W EXISTING WATER SERVICE -6olfCouse� S°°Se` <n ho��°
—G EXISTING GAS SERVICE • °'
—O.-H.VIE—OVERHEAD WIRES us e'
West
v-lol 0 WETLAND FLAG 3,8210� Pond Bay
° S
WETLAND SYMBOL ��OCF'\. P(o,c.) I Cron 3te5� 9P °`°m
TEST PIT \\ \"`��` OF'
/� WAJR V=101
.10 3,17 ee, P
' gam \\ \ �• �\� C°°R°cho'sett
\\ \\
1\ G q J
a ry�d
\3,1YN \.CB
6.28
.o LOCUS MAP
i' , \� NOT TO SCALE
+ 6.69 0
8-------------8-- X 7.62 j \6. 6 h '
X 7.21
to
\.
9_Ji x 9.62
iv
�o. \\ X 8.33 .\
h
C-) � •. \` - LOT 2 \��� y
-9- PARCEL ID. 116-021 ,'
9.99 �\ 15,130tS.F. \ \\
X_ \
LSCSF \
\ �
Nam.
�\
x f.ti � �
. s , CESSP❑d ILA o
F
l b -
1 _
/ 1 1
� 1
INSTALL 0 MIL POLY LINER EXISTING CESSPOOLS
\ \ _ TO BE PUMPED , FILLED W
,0 �0 \A\�� X hl�g�- TOP LINER, EL.=9.5
6� \ �\ \� �pTT. LINEf2,\EL.=8X5 , SAND AND ABANDONED
12.0 .p 9129 \ (SEE NOTE 14-SHEET 2)
�\ S \
o p x 67
9,lyy: ,�'�
12--1 o .. '��\� ;\- \ \
TP- PAS❑
,EXISTING
�. p- X 12, `� ROP. '` HOUSE(#38)
4
< BOX T.O.F.=13.48
(full cellor)l \ 10.24 \
\ \ Cellar FL. EL.=6.4f
PROPOSED SEPTIJ� TAN'.6
�i cr
12.48
12.80 \7\,�\ 7 x (crawl space) 9:72 \ x 8 2
1 76 1 ,77 X• \tn\\ \ SCEEV S w/C
1:�.92` GARAGE
\ (slab)
\ x 0.56 �\
\ IvE�AY \
\\\\ 12.90.. vED �R 12.89 X/12,16 G \
21
0 F k4ss,
G \ �
o� PETER T. \ o
McENTEE y. \ ..... / X�/12.03 �0
CIVIL a 12,87
o. 35109
Np \
N U. o�
� B
13,19 �• Cp, 12.77
PK SET
8 12.90 12,9
1 �\ BENCHMARK SET OWNER OF RECORD
050 /� \\ TOP OF CONCRETE BOUND CROSBY, BRADFORD A
EL.=12.77 (N.G.V.D.) 38 CROSBY CIRCLE
OSTERVILLE, MA 02655
' PLAN REVISION
'WETLAND DELINEATION 5/14/12-REVISE PLAN FOR DESIGN FLOW = 330 GPD
'
VACCARO Environmental PROPOSED SEPTIC SYSTEM UPGRADE PLAN
Consulting
P.O.- Box 955
38 CROSBY CIRCLE, OSTERVILLE, MA
Sandwich, MA 02563
508 888-5855 = ;,z_ iIl -
( ) _._ Prepared for: D.A. Brown, Inc., P.O. Box -145, Centerville, MA 02632
FLOOD PLAIN DATA Engineering by: SCALE DRAWN JOB. N0.
COMMUNITY PANEL NO.250001 0016 D Engineering Yorks, Inc. 1"=20' •` P.T.M. 157-A 2
Revised July 2, 1992 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
FLOOD ZONE "A11(EL1 , � C" DS�G[ Al (508) 477-5313 5/9/12 P.T.M. 1 of 2
J!Q IS�di���
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL.10.33
SEPTIC TANK PROPOSED D-BOX FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT PROPOSED S.A.S.
OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT
4F.G.
.48
T .=12.7t � F.G. EL.=12.7t F.G. EL: 12.5t
F.G. 13.3 MAX.
f MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
N L = 21 L = 12' L = 1O'(MAX) INSPECTION
® S=1% (MIN.) ® S=1% (MIN.) ® S=1% (MIN.) PORT
4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC
s"
t0"1 6
14" 10.75" TO
INV.=10.50 48' LIQUID INVERT t_ I
LEVEL ADD INV.=10.17 PROPOSED INV.=10.00 2 x 2 ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0' ,
GAS BAFFLE .
... INV.=10.25 D-BOX INV.=9.90
SOIL ABSORPTION SYSTEM (PROFILE)
PROPOSED SEPTIC TANK
PROVIDE NEW SEWER OUTLET ESTABLISH VEGETATIVE COVER
AT, OR ABOVE, INV.=10.80 BACKFILL WITH CLEAN NATIVE-OR
PERC SAND TO TOP OF CHAMF3ERS
NOTES: BREAKOUT=TOP
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP ELEV.=10.33 <'
INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=9.90
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND BOTTOM ELEV.=9.00-K EXISTING SUITABLE
TRUE TO GRADE ON A MECHANICALLY COMPACTED 2.83' MATERIAL
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 5' MIN. ABOVE BOTTOM OF
310 CMR 15.221(2). T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=5.7'
3) INSTALL INLET & OUTLET TEES AS REQUIRED.
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE EST. HIGH G.W., EL=3.6 =
AS MANUFACTURED_BY TUF-TITE, ZABEL OR EQUAL.
USE 2 x 2 ROWS OF 5-ADS Arc36HC UNITS WITH
SEPTIC SYSTEM PROFILE NO SEPARATION BETWEEN EACH ROW & NO STONE
TYPICAL SECTION
N.T.S.
SOIL LOG
GENERAL NOTES:
DATE: MAY 4, 2012 (REF#13,629)
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE SOIL EVALUATOR: PETER McENTEE'(SE#1542)
LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. WITNESS: DONALD DESMARAIS R.S.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS HEALTH AGENT
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE ELEv. TP-1 DEPTH ELEv. TP-2 DEPTH
LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
-310 CMR 15.405(1)(b): ' 12.3 A LOAMY SAND 0 11.7 A LOAMY SAND O
11
1) A 5' variance, septic tank to cellar wall, for a 5' setback. 11.3 1OYR 4/2 107 1OYR 4/2
2) A 9' variance, S.A.S. to cellar wall, for an 11' setback. B 12" B 12"
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR_ LOAMY-SAND--- - -LOAMY SAND -- -
-TO INSPECTION AND APPROVAL BY-THE-BOARD-OF HEALTH AND- THE 1OYR 5/8 1OYR 5/8
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 9 3 36" 8.7 36"
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN C C PERC
ENGINEER BEFORE CONSTRUCTION CONTINUES.
30"/42"
5. ALL ELEVATIONS BASED ON NGVD TAKEN FROM 'RM 31, EL.=34.90.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF MED. SAND MED. SAND
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. .2.5Y 6/4 2.5Y 6/4
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 3.6 ADJ. G.W. - 3.6 ADJ. G.W. 0-
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 1.7 STG. G.W. = 127" 1.7 STG. G.W. = 120"
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 1.3 132" 0.7 132"
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE STANDING G.W. AT EL.=1.7, INDEX WELL MIW-29, ZONE A
DIRECTED BY THE APPROVING AUTHORITIES.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WATER LEVEL=8.5 (APR 2012), ADJUSTMENT=1.9', ESTIMATED HIGH G.W., EL.=3.6
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PERC RATE <2 MIN/IN. ("B/C" HORIZONS)
CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 63.25"
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
IS NOT TO BE USED FOR FLOOD ELEVATION CERTIFICATION OR BUILDING.
14. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC 16.
SYSTEM COMPONENTS OR PIPING NOT SHOWN ON THE PLAN.
34.5"
DESIGN CRITERIA
. RED
NUMBER OF BEDROOMS: 2 BEDROOMS TOP VIEW
SOIL TEXTURAL CLASS: CLASS 1 60"
END CAP END CAP
DESIGN PERCOLATION RATE: <2MIN/IN FRONT VIEW SIDE VIEW
DAILY FLOW: 220 GPD END CAP
REAR/TOP VIEW tat Ift
DESIGN FLOW: 330 GPD (MIN. DESIGN FLOW REQ'D)
GARBAGE GR'.NDER: NO NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT., SIDE VIEW
TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
LEACHING AREA REQUIRED: (330) = 445.9 SF
•74 HLLA DU OHO 43026
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY ArC 36HC DETAIL d
ADVANCED DRAINAGE SYSTWS,INC. UNITS MUST BE STAMPED H-20
PROPOSED D-BOX: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 2 x 2 ROWS OF 5-ADS Arc36HC UNITS WITH 38 CROSBY CIRCLE, OSTERVILLE, MA
NO SEPARATION BETWEEN EACH ROW & NO STONE Prepared for: D.A. Brown,' Inc., P.O. Box 145, Centerville, MA 02632
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Engineering by: SCALE DRAWN JOB. NO.
(Arc36HC Units) 20 UNITS x 5.0 LF x 4.80 SF/LF = 480.0 SF Engineering Works, Inc. N.T.S. P.T.M. 157-12
DESIGN FLOW PROVIDED: 0.74GPD/SF(480.0 SF) = 355.2 GPD 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 5/9/12 P.T.M. 2 Of 2
L