HomeMy WebLinkAbout1102 SANTUIT-NEWTOWN ROAD - Health �, 1102Sa, nit{uit N�ewt�ownRoad�
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TOWN OF BARNSTABLE
LOCATION/gyp'- '5,,*-¢vi.1--114,,�,y)2,� SEWAGE# 2--9 2
VILLAGE C� /1 ASSESSOR'S MAP&PARCEL C Cy-02C,
INSTALLER'S NAME&PHONE NO.J� ryr�a.� iioac��3 -Ax_-_
SEPTIC TANK CAPACITY J�jTr(!!� l fe-�J
LEACHING FACILITY:(type) 2 Sbo--,Ce/�iaAi (size) /2 ,0X,2$'x-L_.
NO.OF BEDROOMS
OWNER J tpP r�
PERMIT DATE: P3 -17 l C, COMPLIANCE DATE: 0® ' - C
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the 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 � �(d W eJ
A W w32
dui'p3`i SACK
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2i
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ovfi- 27,5
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ICE
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TOWN OF BARNSTABLE
LOCATION//d SEWAGE# 2-
VILLAGE ASSESSOR'S MAP&PARCEL a2(D-o2C
INSTALLER'S NAME&PHONE NOns ,x)at `` 7air04_,,0,J T-AiC
SEPTIC TANK CAPACITY 1:�=: ,,r r�N
LEACHING FACILITY-(type) 2 SGo-4e /o.J C44asize) 11 .6K A S. -)[Z
NO.OF BEDROOMS
OWNER J P(N �OF
PERMIT DATE: P,3 --I'7 l G COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the 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►�-32
our-3`i Ac K
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OcJ t' 27, 5
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No. tQ Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
4plication for Bisposal *pstrm Construction permit
Application for a Permit to Construct( ) Repair(upgrade Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. L`d'Z. fti?7r7
Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel o a a Cp - V N d�
Installer's Name,Address,and Tel No. Designer's Name,Address,and Tel.No.
A t,)cgr�
Type of Building:
Dwelling No.of Bedrooms j Lot Size 2 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 3
O gpd Design flow provided, �f�j , 7 gpd
Plan Date Lj `1 1 —j 1;, Number of sheets �2_ Revision Date
Title
Size of Septic Tank e �%4 Type of S.A.S. ;Z SOD G
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) G /J cL<,p tC1oX G�t9
S DO Gi l'�G tj -ck C—n ILL°r s W L -V-0 lc)[�
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 issuedby4ks Board of Health.
Date He /
Application Approved by Date106
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
Z \ .
No. F Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
j Zipplicatlon for ispo6al *pstrtri Construction joPrmit
.
Application for a Permit to Construct( ) Repair grade( ) Abandon( ) ❑Complete System El Individual Components
Location Address or Lot No. 11C)1, "Wrt,J} umj Owner's Name,Address,and Tel.No.
tAssessor's Map/Parcel 09,Cp -002
6 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Ca<<j`Gg Q -��roxr,)7�C �/JS`n7PtoJ�.JS �f9��
j Type f Building:
Dwelling No.of Bedrooms e Lot Size 2 n E3� —sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided 31(j , 77 gpd
Plan Date g ' i I - i si, Number of sheets Revision Date
i 'Title
r , Size of Septic Tank F Type of S.A.S. 2 500 of G)1 or ) r�16��V `
t
E
.`Description of Soil
Nature of Repairs or Alterations(Answer when applicable) N r G }1 G N e u7 Y, C"J 2,
€; C5 OC) Or C, G 0 C v1 C' } of
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 Envonmental Code and not to place the system in operation until a Certificate of
Compliance has been issued y-t 's Board'of Healtlh. _
t J// Bate�-f -
Application Approved by p /j Date
Application Disapproved by W Date
for the following reasons
Permit No. Date Issued 611
----------------------- '----------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of (Compliance
THIS IS TO CERTIFY;that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( )
Abandoned( bX:= 1 j c _X \.ca'n3 T N L
at has been cons"cternldc apCewith the provisions of Title 5 and the for Disposal System Construction Permit Noed 76
Installer��,.5,c - A � .1-N �vC Designer �N� ,,/C f/,N , /� sa
#bedrooms Approved design flow _ U f gpd
The issuance of t 's pe it shall not be construed as a guarantee that the system w' 1. nc i as desigr��d.
Date �0b Inspector (fir J
No. v Z------------- ----------;------------------------------------- -----------------------------Fee------- --
q
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal *pstem nstpctlon Permit
Permission is hereby granted to Construct( ) Repair(Upgrade( ) Abandon( )
System located at +y r /fit
i
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. }
{ Provided:C ctio st completed within three years of the date of this pe6it.
Date Approved by
ry
_ Town of Barnstable
wl
A_�
r�
i'1 Rtei ar .Scali, Interim Director
-
tbsa
T 1iob m.as McKean,Directo-r
2000 Main Street., yanuls,:MA 0266i
Office- 508-862-4644 �°t�: �()'t-fit}t} 6 t)1•
Installer&Desizner Certification Form
bate: 911ck I lG 1';ewagge permk# � �t�-•AssAss 's i 'a 1\Pa reel 9O Z6 -02�
Designer: �i't �`�L�2r R% tA lC:p� '(_L_ Installer: l7, 4 .
Address: .t Z l►�,� ss-�► c.l c�11 � Address'.. P 0 !
'.`..)n A tr6 w n :6c �-tias issued. q`1 pim;it to install_z
_.. .
Edit } rar>taller; F
j—
septic system at (lU2 �vi-f V-1-- i(jt,-tA-Ouj{1 based on a de ian dravm lea.
_ - {addres:s}
deed ell, 16
1 certify that the septic sy-�te€]l reforenccd a'bo- i;as in§tailed sii.b§anti.ally a.ccercl.ic]2 tip
the desikm, which mad;' include T-ninor;ap rolreC� Ci].112gGti such :as jctt£Tal 1'Cloc a.ttoll of the
disiri,b€ttion. box and/or septic tank. Strip out (if.regUired) w• s inspecte.d and the, soih,
were f0lind �,,dvnsfactCor t.
I certif-y That the Septic systern re-ferenced above °%_vas installed with an:tjor changes (i.e:
greater than 1W lateral re'locat-hon of thy; SAS or €triv vertical relocation of a::y c€,torment
of the septic systei ') but in accordance with State & Local Regul:atioris. Plun.revkirn or
certil`iecl as-b€tilt b dt 5.igai`t t� rc�llo�v. Strip octt (1Frquiret) lv�ts ins]ectc€ and,the sons
We.Velblmd atlsfacto;iY:
I c .zofy that thy. s tem re-ferenced abt�ve i as construc.ted.izi c'011-1 ?ian.ce- w th =:ne terins
of the T\A approval letters (if:appl.ica-ble)
P ET K T '
�InstallcrCsi natt:€re MIEN;
CIVIL _
l No. 35?'09
r•
{Besigner'.s Signature) GNffi(Desi�_ Here)
PLEASE RETURN `TO BAR S`.l'AB11`,E PUBLIC`.HEALTH. ll�I-0 DIVISION. CERTIFICATE
OF COMPLI/kNCR W11J., NOT 13E 1SSI.lED LtN"1'IL BOTH THIS FORNM .ikND AS
gU1LI BARD ARE RECEIVED BY THE BA IDS` ABLE PUBUCHEALTH DIV ISIGN.
Q:`,SetstiCOesignerCei ification.Form.Rev 9-14-13.doe.
Town of Barnstable P##
Department of Regulatory Services
i awatter�re i Public Health DivisionMAU nat�_��S" d L
e i639 ,b� 200 Main.Street,Hyannis MA 02601:
Date Scheduled '
- Time 6 iff Fee Pd.----- --
Soil Suitability Assessmeni f r Sewa e'.Disposal
t�A C
Performed By: `D a 4-e ✓ 1 �1<-dt` s�-� y:
Witnessed B
LOCATION & GENERAL INFORMATION
Location Address V1 ev Owner's Name/`/Q 1 J;
✓f +t 3 � '�f C Address �t.0 Z- Sit pt+-k.! ri— �f` Z. VFW r�
`J"' dam► t
Assessor's Map/Parcel: AAL'L
0to - G Z ( Engineer's Name _
NEW CONSTRUCTION REPAIR 1C hone Tele
_ p #
Land Use f >1 h c-A slope!; 30 2'
p ( ) Surface Stones
Distances from: Open Water Body 7
ft Possible Wet Area /'Vi 0'4"'ft Drinking Water Well _ � ftDrainage Way_ / 214- ft Property Line �I� ! ft Other,_
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands'l'n proximity to.holes)
RVI
Y�,
Parent material(geologic) Depth to Bedrock,
Depth to Groundwater. Standing Water in Hole:'�� Weeping froth Pit Fnee- d a=:
Estimated Seasonal High Groundwater j32
,
DETERNUNATI.ON FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: —_ In,' Depth to soil mottles: .,
Depth to weeping from side of obs.hole: �. In, Groundwater Adjustment -_fr.
Index Well# Reading Date: Index Well level Adj,fAetor ,m_ Adj,Groundwater;bevel o
PERCOLATION TEST bate Time
Observation
Hole# JJ [[ Time at9" ..� .-.�.
Depth of Perc /S� 2� �l c' Time at 6"
Start Pre-soak Time (�M'' " Time(9°•611)
End Pre-soak
Rate Min./Inch. �"
Site Suitability Assessment: .Site Passed X Site Failed: Additional Testing Needed(Y/ )-
.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 Conservation Division at least one (1) week prior to beginning.
Q:\SEPTIWPRCFORM.DOC
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil. Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
o ' to c Gravel)
:DEEP OBSERVATION HOLE LOG Hole#_Z
Depth from Soil Horizon Soil Texture Soil Color Soil' Other
Surface(in,) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,
Consistency,%Gravel)
by Z.
�DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Cpnsistenev.%Gravel)
;DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,
o s' en
_Flood Insurance Rate Man:
Above 500 year flood boundary No` YeS
Within 500 year boundary No Al Yes .
Within 100 year flood boundary No Yes
Denth of Natuu-ally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? . �
If not, what is the depth of naturally occurring pervious materials
Certifiicanian
I certify that on I I 1 `` (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with .
the required training,expertise and experience described in 10 CMR 15.017.
Signature
Date
Q:�S EPTICNPE;RCFORM.DOC
i
LEGEND N %
—— 80 —— EXISTING CONTOUR ® c y K"r)beriy
y
x 100.98 EXISTING SPOT GRADE e Ko
wm o
—W EXISTING WATER SERVICE
OVERHEAD WIRES Mcheii
w
TEST PIT RidgeRd
BENCHMARK 3 LOCUS 3
o `
3 �
m a
h� � Br,ttony or 3
Q�ti LOCUS MAP
NOT TO SCALE
SANTUIT- NEWTOWN ROAD
77.40 77.98 edge of pavement 80.27 81.40
CATCH BASIN '—gam
76.31 , — `. 8 05:..`-. 78.24 — fp
x 80.
rz� X/79.94 8L65
N 56'47'34" E
125.00'
CATCH BASIN
75.38
LOT 7 •��
5
`PAVED: `
.. X 21,089fSF
I i 80,3 ~DRIVEWAY; o /
L
I0
80.95 \
! ' -- --P"ARCEL ID: 026-026
82.32 82,55
WALK
rT
I 81.93 .... •. 8 .,58 x 82,66 82,46
I 80.25 83.16
� I i /EXISTING
I I GARAG HOUSE�#1102
E
T.O.F.=83.35t --
1 '
Q� I C4
ii I 2 62 rn
1 ( x 80.99 x 7 x N
PATIO x
Y�I OU
\.�
82.3 2 o rn
76.43 82.36 82.49 BM
+ 8L39 x 82.59
43' 2.45 82.63
O O x00
I o0 P SAS
SHED .19 + 8
TP-2a I _
CP
TP 4
1 I x 80.99
AW rn
4 000 x 83,08
II TENT SHRUI SHR BOD
77.25 I STORAGE .����
�
C I o \
. I I
I I x 81.32 82.27
I I
I �
i 156 W 1 BENCHMARK
I
S 48 32'13„ BULKHEAD COR.
El -6259
! 80,22
I x
EXISTING SEPTIC TANK
40ss9c �P(OUT)TANK,
80.35f(�RIFY)
EXISTING S.A.S.
I I o PETER T. PUMP, FILL WITH
o M CIVTTEE SA N9 BANDON
�C
No. 35109
78.06 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
1102 SANTUIT-N EWTOWN ROAD, COTU IT, MA
Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO.
JERNBERG, CARL I & PATRICIA Engineering Works, Inc. 1"=20' P.T.M. 180-16
1102 SANTUIT—NEWTOWN RD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
COTUIT, MA 02635 (508) 477-5313 8/11/16 P.T.M. 1 Of 2
f
tvlr
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:79.50
SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE
INSTALL RISERS & COVERS OVER INLET
PERIMETER OF THE S.A.S.
AND SET TO 6" OF FINISH GRADE. PROPOSED D-BOX PROPOSED S.A.S.
PROVIDE ACCESS TO GRADE OVER OUTLET COVER INSTALL WATERTIGHT RISER & PROVIDE ONE ACCESS MANHOLE TO WITHIN 3"
T.O.F.=83.35t
COVER SET TO 6" T GRADE OF FINISH GRADE FOR INSPECTION PURPOSES
F.G. EL.=82.5t .G. EL.=82.Ot
F.G.fG EL.=82.5t � F.G. EL.=82.2t
MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
L = 22' L = 5'
® S=1% (MIN.) ® S=1% (MIN.)
6" 4"SCH40 PVC 4"SCH40 PVC
°' 6 a0B0aea
t4" Maa�a6a
EXISTING 48' LIQUID aaBaaaa
LEVEL ADD } 4' 4.8' 4'
GAS BAFFLE) '_ INV.=79.27 PROPOSED INV.=79.10
INV.=80.35 D-BOX EFFECTIVE WIDTH 12.8'
•-•• ••• : INV.=79.00
VERIFY
EXISTING SEPTIC TANK (VERIFY)
2-500 GALLON LEACHING CHAMBERS
SURROUNDED WITH STONE AS SHOWN
H-10 RATED
TOP CONC. ELEV.=79.8t
NOTES: BREAKOUT ELEV.=79.50
INV. ELEV.=79.00 Maas
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE eases aaaaaB
INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=77.00 mm
2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE 4' 2 X 8.5'=17.0' 4'
ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 4' MIN. OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0'
PERVIOUS MATERIAL
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. ABOVE GROUNDWATER LEACHING SYSTEM SECTION
3) INSTALL INLET & OUTLET TEES AS REQUIRED.
4) CONTRACTOR SHALL INSTALL A GAS BAFFLE ON BOTT. OF TP'-1, EL.=71.0 THE OUTLET TEE. 3/4" TO 1-1/2" DOUBLE
WASHED STONE
3" LAYER OF HEED T 1/2"
SEPTIC SYSTEM PROFILE
DOUBLE WASHED STONE
(OR APPROVED FILTER FABRIC)
SOIL LOG
DATE: JUly 18, 2016 (REF#15,107)
GENERAL NOTES: SOIL EVALUATOR: PETER MCENTEE PE(SE#1542)
WITNESS: DAVID STANTON R.S. HEALTH AGENT
1 ALL BOARD HANGES TO OF HEALTTHTHIS PLAN MUST AND HE DESIGNBENGINEER.PED BY THE LOCAL ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 82.0 A 0" 82.2 A 0"
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS. SANDY LOAM SANDY LOAM
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED _PRIOR 81.5 10YR 4/2 „F6" _81.5 10YR 4/2
8"
TO INSPECTION AND APPROVAL BY-THE Y6ARCI OF HEALTH AND THE r '- B B
DESIGN ENGINEER. SANDY LOAM SANDY LOAM
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 10YR 5/6 10YR 5/6
79.5 30" 79.6 31"
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN C C
ENGINEER BEFORE CONSTRUCTION CONTINUES. PERC
5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 36"/54"
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF M-C SAND M-C SAND .
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 10YR 6/4 10YR 6/4
7. WATER SUPPLIED BY TOWN WATER SERVICE.
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 71.0 132" 71.2 132"
DIRECTED BY THE APPROVING AUTHORITIES. PERC RATE <2 MIN./INCH
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY NO GROUNDWATER ENCOUNTERED
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
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 ACK OF HOUS
INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL.
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND �..
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
PATlO
a N
J O 1
DESIGN CRITERIA
NUMBER OF BEDROOMS: 3 „0�' p
SOIL TEXTURAL CLASS: CLASS I - ----
DESIGN PERCOLATION RATE: <5 MIN/IN
(0.74 GPD/SF LOADING RATE) i ROP. S.A.S. i 01
DAILY FLOW: 330 GPD
DESIGN FLOW: 330 GPD I----25' -I
GARBAGE GRINDER: NO
LEACHING AREA REQUIRED: (330 GPD)` = 445.9 SF
.74 GPD/SF SEPTIC LAYOUT
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY
PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 1102 SANTUIT-NEWTOWN ROAD, COTUIT, MA
SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Engineering by: SCALE DRAWN JOB. NO.
TOTAL AREA:..................................................I...........471.2 S.F. Engineering Works, Inc. N.T.S. P.T.M. 180-16
12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD (508) 477-5313 8/11/16 P.T.M. 2 of 2