HomeMy WebLinkAbout1276 MAIN STREET (COTUIT) - Health 1276 Main Street
Cotuit
A=033-038
TOWN.OF BARNSTABLE
LOCATION '��, y�„�g F SEWAGE# ZO1() d '4q-b
VILLAGE C0�1a&A j ASSESSOR'S MAP&PARCEL o33 - 39
INSTALLER'S NAME&PHONE NO l 4bewid-2 Z yJ&Aj1,r,SP ? Wy U v ZS
SEPTIC TANK CAPACITY 150 0 \*-t 0
LEACHING FACILITY:(type) (32) ACC 3b y (size) t,3 V yp
NO.OF BEDROOMS \\
OWNER 3 uc 14 Suva,r�tw o®c�
PERMIT DATE: t a;-' 1 - 10l0 COMPLIANCE DATE: a- 2.01,0
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility /UUP N 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
� ( S
P/ -_,. $ 3
v
h5 3S•S
Y RY
4
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S3 S-o
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3s sa• � .
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No.
Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: v
1LV PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Rpplication for Di!6pozal *paem Cougtructiou permit
Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Address or Lot No. M-_%VA S+ e61�j Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel 033 _ 03� Yel cQ_Y- Q4- .j 1- (KA
Installer's Name, 2 .S Address,and Tel.No. 6-0$ Y8-(wD-a- Designer's Name,Address and Tel.No. —Ok c1 7? 31
" 3
-0— ,.l Z �z Cv-c ry s 96 rorQsWaj�
Type of Building:
Dwelling No.of Bedrooms Lot Size 10,0 41-( sq. ft. Garbage Grinder ( )
Other Type of Building (ZQ S No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) SS O gpd Design flow provided 4_*S-bf 3 gpd
Plan Date ►2 1 — t Q Number of sheets a2 Revision Date
Title
Size of Septic Tank i S-0 0 Type of S.A.S. 0 2) /1 m
Description of Soil ►'31 pC)"WeyN `-CA S
5Qz
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 place the system in operation until a Certificate of
Compliance has been iss4bbis Board of HHeeaalxli.
Si (�J Date
Application Approved by Date
Application Disapproved by: 7 Date
for the following reasons
Permit No. Date Issued
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
J PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ZfVVYication for Migoal *pgtem Conoruction Permit
Application for a Permit to Construct( ) Repair(-,"'Upgrade Abandon( ) ❑ Complete System ❑Individual Components
/ d
Location Address or Lot No. \ Flo Mv-W� S{ w Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel 2 J _ .G \4' C P (.G; ! a nn.�r C1� o (VkA
Installer's Name,Address,and Tel.No. 50$ c/?Z- ct v D g' Designer's Name,Address and Tel.No.
yti i=GIt, (Zr "I, �U�1 et Y oLk
Type of Building:
Dwelling No.of Bedrooms Lot Size --;7U,c14 1-( sq.ft. Garbage Grinder ( )
Other Type of Building (L e 5 No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 5 S U gpd Design flow provided 5*.S bf 3
Plan Date 17. t gpd /
Number of sheets � Revision Date
Title
Size of Septic Tank S O c) �Type of S.A.S. (3 2_) /1
Description of Soil Y-0-c), ,, , �'�cn S d
5Q-0 ��n
i i F 1/1
Nature of Repairs or Alterations(Answer when applicable)
k if
Date last inspected:
I .V
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 b this Board of Heal. �•.
Si e / a0 rr Date
Application Approved by / ` D 1 �!1 f Date
Application Disapproved by: Date
for the following reasons
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS ,
Certificate of Compliance
THIS IS TO CERTT�IFY,that the On-site Sewage Disposal System Constructed ( vr Repaired ( ) Upgraded ( )
Abandoned( )by ( Cy oc w GLe 4,1 J ¢ r, 5-,,,`
at '1(o n , , S 1 r f 4 j has been constructed' -ac ance
with the provisions of Title 5 and the for Disposal System Construction Permit No. `/—J,/-`,)'/7L/l�ft"")'`/`dated
T
Installer QV.0 Lu i CI n LQ&j.2 Y 5 P S Designer r vn W o I'V S
#bedrooms Approved design flow `a9If. S gpd
The issuance of this permit sh 'll not be construed as a guarantee that the sy tem will f nc n as designed.
Date JL r® Inspect'o
_ - .� .. � - - _ . ..--. . _-_ .----.-. .-.-_ _.-tee---- _-,_ _•� _..
No
(J Fee / ! �
�HR COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
V
MigpogoY *p%em Con.5truction Permit
Permission is hereby granted to Construct ( t,-)' Repair ( ) Upgrade( ) Abandon ( )
System located at 12 -1 o,'D PA G>, S I C � �.
1f
CIA-
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Constructi �Ist be ompleted within three years of the date of this pe
Date Y` Approved by
r � �
i
12/30/2010 12:33 5084775313 ENGINEERING WORKS PAGE 01
Town of Barnstable
Regulatory Services
Thomas F.Geiler,Director
# Public Health Division
' Thomas McKean,Director
200 Main Street, Hysnn*MA 02601
Q$"icc 508-962yr,4,644 Fwc: 508-790.630-4
Date: Sewage Permit Assessor's MapTarceil
Installer&Desimer Certi$¢at1M Form
re
Address: WdVks f IA (, Address: C()- (2-10�7&3
rz w ev s ;�164 1
On 'Cx�tae cKr� vi s issued a permit to install a
(date) (installer)
erg
septic system at 11'7 U M k�^ S t- co"-.j based on a design drawn by
(address)
�e.c-� l�l�`L' ir-2e dated1A16
(designer)
�L i certify thhat the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Stripout (if required) was inspected and the soils
were found satisfactory.
- - 1 certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system)but in accordance with State& Local Regulations. Plan revision or
certified as-built by designer to follow. Stripout(if inspected and the soils
w found satisfactory. -ilk OF A1,
PETER T.,
_ McENTE£
(Installer's Signature) CIViL
J� 9
✓ ��8
g NiL
ignear's Signature) (Ajffix tamp Here)
PLEASE RETURN TO.BARNSTABLE P'[TBLIC HEALTH DIVISION, CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH TIUS FORM-
BUILT CARD ARE RECEIVED BY THE B LE PUBLIC HEALTH DMSION.
THANK YOU.
q: ts�o�if�m.aoo
Town of Barnstable P#
Department of Regulatory Services
b Pulic Health Division� Date
200 Main Street,Hyannis MA 02601
Date Scheduled / -�d Time a— JU '
Fee Pd. (
Soil Suitability Assessment for Sewage Disposal
Performed By: Ff 4-e/'
Witnessed By: i IN
Location Address
LOCATION& GENERAL INFORMATION
`
Owner'
s Name
.S Ww••�t.✓uc
Address
Assessor's Map/Parcel:
3"✓]3 9 Engineer's Name �'�eW� e�c� ti (� cz-
NEW CONSTRUCTION REPAIR
Telephone#-f., ,�'a8-4�7-s313
Land Use (-e-$id"Ov" Z
Slopes(30) Surface Stones /U G"
Distances from: Open Water Body ZUU ft Possible Wet Area Zc
�ft Drinking Water We11_Z2Gc., ft
Drainage Way 2)U G ft Property Line 30 ' --
ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fIn proximity to holes)
Parent material(geologic) 6le-1G-� „uc in Depth to Bedrock
Depth to Groundwater. Standing Water in Hole:_ ✓V 1 Weeping from Pit Face
Estimated Seasonal High Groundwater ?-(3 Z
Method Used: DETERMINATION FOR SEASONAL HIGH WATER TABLE
Depth Observed standing in obs.hole: in, Depth to soil mottles:
Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft.Index Well# Reading Date: Index Well level- ..a Adj,factoY. AdJ,C3roundwnter Level
Observation
PERCOLATION TEST bete, '!<'ttne,__�_
�
Hole# Time at 9"
Depth of Perc Z,� 3(,�� � ---
Z�{ Time at 6"
Start Pre-soak Time @ Time(9"-6")
End Pre-soak
Rate Min./Inch a-`m
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 Conservation Division at least one(1)week prior to beginning.
Q:\SEPTIWERCFORM.DOC
DEEP-OBSERVATION HOLE LOG Hole# f
Depth from Soil Horizon Soil Texture .Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
o i tency.%Gravel)
6 ' io
Lo-3a 63 LS toYCL���
—13Z c M s Z,SYa/y
a
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
o si ten % ravel
'lo Y(
lO "-30 63 . L S
2,5Y�!Y.
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
DEEP OBSERVATION HOLE LOG ' Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders.
Consistency,
- — I
Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes-
Within 500 year boundary No Yes
Within 100 year flood boundary No. _� Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring perv' s material exist 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?
Certification
I certify that on f l C't (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 310 CMR 15.017.
Signature Date Z I U
QASEPT10PERCFORM.DOC
LOT 2 LOT 7 N
® cross St
Keela Rd
O
S 18.22'10" W Pine Ridge Rd
Z °
P� x
�1 125.76' Nickerson Rd
K 266 cj Sea St
� + 101.16�p� w LOT 6 F
Q01
P►-' 9 to 103.57 I 103.28 v'
/ / i� Oho (n
LOT 5 z`� WATER METER PIT / 97,32 y
N 99A8 / a C ID
> LOCUS
cn 1I0 ,20 I �� "-' + // 96 89 o y coult
o 102.52 0 ° Bay
1 v o t �- 98.54 /. ¢ 0 V
C I EX'STING
GARAGE
LOCUS MAP
''' � /�' o�. � � NOT TO SCALE
EXISTING CESSPOOL x 96,5
TO BE PUMPED, FILLED W/
SAND AND ABANDONED O / 'oi,32 } GENERAL NOTES:
_
RIM - 101.11 02160 100,81
3" INV.=100.0t 1 j 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
4" IN = 99.7E n W ,� c;j of 9� 5 t BOARD OF HEALTH AND THE DESIGN ENGINEER.
4" INV. = 98.0E l �? 101,34 zi q)c �0 99,41 98.12 I1, 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
I �
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
QQ
m _-11 �' l PROP. LOCAL RULES AND REGULATIONS.
t - _- ____ EPTIC 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED 'PRIOR
INSTAL CLEAOUTS T � � � � _____-___-,- Q ��ANK LOT 5 EACH -C.TLON i -_-___ __--- SLEEVEt ` TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
101,3 I
SEWER 32 O 36 DESIGN ENGINEER.
sh x 99.96 �•,-`-�� TP-1 96. 3 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
Benchmark No. _ FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
t _.11� T 1 Z ENGINEER BEFORE CONSTRUCTION CONTINUES.
TOP OUTSIDE DECK CORNER I ��Tp_ _ v -5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
EL.=101.74 (Assumed datum) 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
i� I EXISTING t �_ �I-a' o 0) '� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
Gi 4- I I 98, ` tv W' HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
o, � HOUSE(#1276) ` t ► , t wt rv_ ,o
`f tr,1— r-vrit �`� �' ' 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
101,35 v t 1�.1—II�5,1 p 98,62 ��� 8. THERE ARE. NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
Z p �� cQn t1y�Otha ; 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
LOT 4
-tn1 I AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
\ It DIRECTED BY THE APPROVING AUTHORITIES.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
OF 44 Q a� t t L� # 99,31 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
SS9 10 0,01 f t
h I ► _ CONSTRUCTION.
iO t t % 26'
PETER T. �yG� ^ ? � l. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
McENTEE `� 101..53 101,39 x 100,10 �� 11r3 x 99.3 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A:S. AND
v CIVIL "' 10 .58 LOT 3 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
No. 35109 �10�,� '
Ap �E6ISZER� 101,E APN 033- 038 \�\ + 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
99,52 INSPECTED BY DESIGN .ENGINEER PRIOR TO BACKFILL.
FF L G o l 20,044 S.F.f �, V. ` 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
( ` IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
! (� ` b
�ZII I �� {-';99.67
l P C� VIU� 144.98PLAN REVISION: 12/7/10
100,59 100.54 1 HYD A - REVISE MAX. FINISH GRADE OVER S.A.S.
LEGEND 100,39 edge N 2809,
2„ ' ,€ PROPOSED SEPTIC SYSTEM UPGRADE PLAN
-- 98 -- EXISTING CONTOUR Of E --VS-0 -}ep CB
99,31 C
x 100.98 EXISTING SPOT GRADE PO1ement 1276 MAIN STREET, COTUIT, MA
9.6 PROPOSED SPOT GRADE MAIN
• 100.00 ared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632
—W EXISTING WATER SERVICE S PK SET t 9910
����� Engineering by: SCALE DRAWN JOB. N0.
G EXISTING GAS SERVICE � OWNER OF RECORD Engineering Works, Inc. 1��=20' P.T.M. 245-10
—O.-H.•W.— OVERHEAD WIRES SWARTWOOD, JUDITH F g g
TEST PIT '
19 CENTER STREET, UNIT 1 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0.
BENCHMARK
a CAMBRIDGE, MA 02139 (508) 477-5313 12/1/10 P.T.M. 1 Of 2
"I NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL.96.6
SEPTIC TANK
PROPOSED D-BOX FOR RI A DEIRTAFCE OFS.A.' AROUND THE �, 9, O
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 26,9'
sh .
T.O.F. 23.0,
i
EXISTING F.G. EL.=98Jf F.G. EL: 98.6t F.G. 99.6(MAX.)
f f MAINTAIN 2% GRADE (MIN.) OVER S.A.S. 1
EXISTING
HOUSE 1276 h h
INSPECTION
L = 57' L 5' L = 8'(MAX) 0 1 70 i O S=1% (MIN.) O S=1% (MIN.) S=1% (MIN.) PORT �' Cp is
4"SCH4 PVC 6„ 4"SCH40 PVC 4"SCH40 PVC �� �. ; U1 0 ;o
io l N0 i
14" 6 10.75" TO
INV.=96.75 48" LIQUID INVERT
LEVEL 1 1
ADD -
cAs BAFFLE • INV.-96.45 PROPOSED INV.-96.28 4 ROWS OF 8 UNITS AT 5.0'/UNIT — 40.0'
INV.=96.50 D—BOX INV.=96.20
SOIL ABSORPTION SYSTEM (PROFILE)
Wi
PROPOSED SEPTIC TANK
TIE
ESTABLISH VEGETATIVE COVER
S.A.S.LAYOUT
TIE IN TO EXISTING SEWERS E VE E
OUTSIDE HOUSE, INV.=98.Ot BACKFILL WITH CLEAN NATIVE OR
INSTALL HOUSE I TO GRADE PERC SAND TO TOP OF CHAMBERS 21" 6-t4POLYSEA'
" EAL
2" 2"
BREAKOUT=TOP
TOP ELEV.=96.63
NOTES: INV. ELEV.=96.20 i.•
1 CONTRACTOR SHALL VERIFY ALL EXISTING PIPE O
N ¢
INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=95.30 in 2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL AND 2.83'
TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX 5 MIN. ABOVE BOTTOM OF I
T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3' 1 Top
INCH CRUSHED STONE BASE, AS SPECIFIED IN ¢
310 CMR 1.5.221(2). - EXISTING SUITABLE Viewp—BOX Section
3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=87.0 T MATERIAL
4) GAS BAFFLE TO BE INSTALLED ON OUTLET .TEE USE 4 ROWS OF 8-ADS Arc 36HC UNITS WITH NO
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPARATION BETWEEN EACH ROW & NO STONE 63.25"
SEPTIC SYSTEM PROFILE . TYPICAL SECTION
N.T.S.
- SOIL LOG 34.5'�
DESIGN CRITERIA
DATE: DECEMBER 1, 2010 (REF#13,152)
NUMBER OF BEDROOMS: 5 -BEDROOMS SOIL EVALUATOR: PETER McENTEE (SE#1542)
WITNESS: DAVID.STANTON R.S. TOP VIEW
SOIL TEXTURAL CLASS: CLASS I HEALTH AGENT
60„
DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP— DEPTH ELEV. TP-2 DEPTH END CAP END CAP
DAILY FLOW: 550 G.P.D. 98•0 A LOAMY SAND 0 98.5 A LOAMY SAND o11 FRONT VIEW SIDE VIEW END CAP
10YR 4/2 10YR 4/2 loll REAR/TOP VIEW
DESIGN FLOW: 550 G.P.D. s7.2 B 10" 97.7 B
NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW
GARBAGE GRINDER: NO LOAMY SAND LOAMY SAND
10YR 5 B 30" 96.0 TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
/ 10YR 5/8 30" DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
LEACHING AREA REQUIRED: (550) = 743.2 S.F. 95.5
74 Cl Cl 4640 TRUEMAN BLVD
PERC HILLIARD, OHIO 43026 Arc 36HC DETAIL m�.
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 24"/36" °
ADVANCED DRAINAGE SYSTEMS, INC. -
PROPOSED D—BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 4 ROWS OF 8—ADS Arc 36HC UNITS WITH NO MED. SAND MED. SAND 276 MAIN STREET COTUIT MA
SEPARATION BETWEEN EACH ROW & NO STONE 2.5Y 6/4 2.5Y 6/4 1 ,
Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Engineering by: SCALE DRAWN JOB. NO.
(Arc 36HC Units) 32 UNITS x 5.0 LF x 4.80 SF/LF = 768.0 SF 87.0 132" 87.5 132" NTS P.T.M. 245-10
PERC RATE <2 MIN/IN.("B/C" HORIZONS) Engineering Works, Inc.
NO GROUNDWATER ENCOUNTERED 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
DESIGN FLOW PROVIDED: 0.74(768.0 S.F.) = 568.3 G.P.D. (508) 477-5313 12/1/10 P.T.M. 2 Of 2
I