HomeMy WebLinkAbout0029 BACON ROAD - Health 29 BACON ROAD
Hyannis
A= 309 - 150
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L TOWN OF BARNSTABLE
LOCATION AcC _1,.)e C_c,_J JZ c) SEWAGE# j S�
VILLAGE,�ht� ASSESSOR'S MAP&PARC —
—
INSTALLER'S NAME&PHONE NO.eQC90t) 5 A 1at3 A0
SEPTIC TANK CAPACITY 1` C_00
LEACHING FACILITY. (type) �Of� �•cl1 L (�V1�( ze) ia., C�`l�'X°L
NO. OF BEDROOM
OWNER
PERMIT DATE: COMPLIANCE DATE: 1-
Separation Distance Between the: 1VC9Ne a f' 'Pp'fC_
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_� ' C ►�"�i�C%Q t�
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out a 3Co OUT e
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No. � Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
�4pfltatlon for Vsposal 6,pei=trm Construction permit
Application for a Permit to Construct(. ) Repair(k}lluo'pgrade( ) Abandon( ) Zornplete System ❑Individual Components
Location Address or Lot No. ;-�q 3..Ct ! V d Ow ergs Name Address,and Tel.No.
AssSsto'r�'s'N�al'p/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
sv% + )NOW J .�t�C �� 1N fCas (s�t96 �Z-S
Type of Building:
Dwelling No.of Bedrooms 3 < Lot Size %L/r y51Q sq.ft. Garbage Grinder( )
Other Type of Building f j?6ja 't N No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) Z 2 n gpd Design flow provided gpd
Plan Date ;2 - 3 —1 77 Number of sheets Revision Date
Title ` c g
Size of Septic Tank I �C Type of S.A.S. 2—S j q C,_ 0") C V'i[M FEB U 15b,�
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) i N;a t.,-> I wo toot'
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 S'
Application Approved by Date C:!9L /,6
Application Disapproved by Date
for the following reasons
Permit No. Q� Date Issued
S ,
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s _
No. r-- r Fee /O
THE COMMONWEALTH OF MASSACHUSETTS Entered in compute
Y V PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01pplitation for Disposal *putu Construction Permit
Application for a Permit to Construct( ) Repair(Upgrade Abandon( ) Complete System El Individual Components
Location Address or Lot No. 2-� -R J Ow er's Name Address,and Tel.No.
Asse sor's a
��sVyao(
p/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
(.S 4 Irv-taw-) Tac S -q00-7/ C tN�e�t`�5 f coo( GCS
Type of Building:
Dwelling No.of Bedrooms 3'� Lot Size /y,V60 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 2 2 0 gpd Design flow provided gpd
Plan Date a - 3 —I `j Number of sheets 2 Revision Date
Title
Size of Septic Tank 15CXJ' Type of S.A.S. 2-�, �'j q Ce 1�eO C yc kPf b, LD y'S fcIC
Description of Soil
i f j
} Ii
Nature of Repairs or Alterations(Answer when applicable) 1 A)Jkct� ou n7 e-t.J \ ! COo Gt0160 l C"-)7 � kJUX
Date last inspected:
r•,,�" 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 -�s' 4
Application Approved by Date -7
Application Disapproved by Date
for the following reasons
Permit No. / '"� y Date Issued
--------------------------------------------------------------------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( )
Abandoned( )b
at 2,,Cy a NIA has been constructed in accordance
with the provisions of Title 5 and the or Disposal System Construction Permit No_ .%'ey5dated 1_9 2
Installer�:.6 Coc,�� 2A) M AX_ Designer �n)v
#bedrooms Approved design flow gpd
The issuance of this permi shall not be construed as a guarantee that the system will fynction as/d signed. n
Date Z I - Ins ector ((PP dy
---------------------------------------------------------------- i ------------------------------v---------------------------- ----
N. '�� t:/ Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS i
Mis oral stem onstrUttion permit
� p
Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( )
System located at as RC 4� v a N t S
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.
t
Provided:Construction must be pleted 5thm three years of the date of th' permit.
2JM51112
Date r- Approved
: I
Town of Barnstable
Regulatory Services
Richard V. Scali,Interim Director
a EARNST(\BIX i
3% Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 568-790-6304
Installer&Designer Certification Form
) 1
Date: 2!2G( 17 Sewage Permit#2011 Assessor's Map\Parcel
i
Designer: r•c�:d,ti r �� etiit..�,�s 1�n Installer: 117 {1 V1
Address: i Z iv, CcX.,c-P',-P-l cA Wl'-°S Address: tic
Cie-, k,-Lr
On A J'S=1`T PM 11C was issued a pernut to install-a
(date) (installer)
r
septic system at �� "W440 based on a design drawn by
(address)
�r�. 0 L L,n t-Z C I'of dated
(designer)
d I certify that the septic system referenced above was installed substantially according to
the wh design, ich may include minor approved changes`such as lateral relocation of the
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
were found satisfactory.
I 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. Strip out(if required)was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed in co. Hance with the terms
of the 11A approval letters(if applicable) i
�y �l A1gSf9
c PETER T.
McEN
sta N er's ignature) CIVIL TEE
�^
No_ 35109
(Designer's Signature) (Affix Desig Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTHIDIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE .ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q SepticlDesioner Cera6cation Fonn Rev 8-14-13.doe
I
Town!of Barnstable P#_ 15a T-7
gyp' ' Department of Regulatory Services
a�
a�xr,eresre PubliclHealth Division Date [-H.- s
i639 ,6� 200 Mai Street,Hyannis MA 02601
Date Scheduled 7 /7 Time_.� Fee Pd. ` ��
—�--- P
Soil Suitability Ass;sessment for Sewqge Disposal
Performed By: c 67J-e l
Witnessed By: `(/�eU In,�
LOCATION & GENERAL INFORMATION J
Location Address �� / Owner's Name M (`Y (=;` ✓�ey✓la��
t`t�C���✓1 t S Address
f/��gtihrs P.0 &Zec96ff
Assessor's Map/Parcel; c7�1 •— f SU Engineer's Name
I
NEW CONSTRUCTION
� fl REPAIR _ Telephone# _ � S y '7 531�_
Land Use i�sl CLtA ' `c ' /Qe)
t Slope!(3o) Surface Stones
I _/
Distances from: Open Water Body N f�_ft Possible Wet Area rV 1�— ft Drinking Water Wellw> ft
Drainage Way A' ft Property Line ft Other __ft
I
SKETCH: (Street name,dimensions of lot,exact locatigns of test holes&pert tests,locate wetlands fin proximity to holes)
Cb
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01
;L�Q_6 6-)
Parent material(geologic) ' Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: i Weeping from Pit Face
Estimated Seasonal High Groundwater _
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DETERMINATION FOR SEAiSONAL HIGH WAI'ER'IABLE
Method Used: _ Y_
-"Depth Observed standifig in obs.hole; In, Depth to sgll'ltfottl t "__�In,
Depth to weeping from side of obs.hole. in. Groundwater Adjustment ., �.a _fr.
Index Well# Reading Date: _ Index Well level .- Ad],factor,-,,.,-,,— Adj,droutndwater Level
PERCOLATION TEST JUN .Pe Ttme
Observation
Hole# l _ ( 'rime at 9"
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Depth of Perc Time at 6"
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Start Pre-soak Time @ _ _ j Time(9"-6")
End Pre-soak
Rate Min./Inch, Z-
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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 onj (1) week prior to beginning.
Q:\.SEPTICU'ERCFORM.DOC
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DEEP.OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture .Sdil Color Soil Other
Stuface(in.) (USDA) I(Munseli) Mottling (Structure,Stones;Boulders,
on istenc ravel
�>- 3 y __� � (�- to �1,2�•(�� ,
_ I
— I
— s I
DEEP OBSERVATION HOLE LOG Hole# z-
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) i(Munsell) Mottling (Structure,Stones,Boulders.
Consistency,% rave
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DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture (Soil Color Soil Other
Surface(in.) (USDA) i(Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Grave
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-- --
- I.
DEEP OBSERVATION HOLE LOG. Hole#
Depth from Soil Hoft)n Soil Texture Soil Color 8011 Other
Surface(in.) (USDA) i(Munsell) Mottling (Structure,Stones,Boulders.
Consistency, I
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Flood Insurance Rate Mat:
t
Above SOD year flood boundary No Yes� �.,
Within 500 year boundary No Yes_...,»:-
Within 100 year flood boundary No . Yes
Depth of Naturally Occurring Pervious Material j
Does at least four feet of naturally occurring pervious'material exist in all areas-observed throughout the
area proposed for the soil absorption system? r
If not, what is the depth of naturally occurring pervio Is material?
i
Certification
I certify that on, �� `t4 (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 describ ed in 310 CMR 15.017.
Signature V"l - ._�._..__ Date
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Q\SEPTICTERCFORM.DOC
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1
„'T _
-gg --EXISTING CONTOUR Ro .
ji x 100.98 EXISTING SPOT GRADE B�MPUs s
W EXISTING WATER SERVICE N
y -�/-/• y(L-OVERHEAD WIRES, _, ® y O CHESTNUT ST
_ TEST PIT z o
S 83'14'1 1» { BENCHMARK Q LOCUS CHERRY ST
9 0 110.00, FENc LEGEND �G
Y ^ E L/NE
x 98.5 �o
C� ✓j y �-12.8-►� \��9 9
TP-1TP :7
n
N r•. LOTS 96 & 97 LOCUS MAP
r:Y• p :�' �� 14,450 fSF x 98.69 NOT TO SCALE
20 ;t.. .a� x 99,16
x �`� :� \ GENERAL NOTES:
99.42 + 99,20 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
00 p PROPOSED BOARD OF HEALTH AND THE DESIGN ENGINEER.
SEPTIC TANK 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
EXISITNG CESSPOOLS 0 LOCAL RULES AND REGULATIONS.
PUMP, FILL WITH -�(�O- --1ff018 N 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
SAND & ABANDON O1 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
99.39 TBM DESIGN ENGINEER.
x 100.29 100.8 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
W DN FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
EX/ST, 5E�1, 99,91 ENGINEER BEFORE CONSTRUCTION CONTINUES.
99,84 //V�-99.0' 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
/ 99,41 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
00
99. EXISTING I !` c�D 1t THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
o to HOUSE(#29) I' C u') HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
T.D.F.=101.3t ^� 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
Z 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
BENCHMARK I Ix 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
COR./BOTT. STEP : ;1�:'. : 100.
EL.=100.82 , AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
- DIRECTED BY THE APPROVING AUTHORITIES.
x 10 0.21
/ 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
Cp ,�.,1: ` V 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).
/ x 100,20t ; 'j ; 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
x 100,43 LAMP _ NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
_ 1 ..<,.99,55,' 110.00' 3 .10 .08 ,
100, 6 J. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC
99.49 - 2%� rN �'`: CB SYSTEM COMPONENTS NOT SHOWN ON THE PLAN
99.44
of WSo 100,42 PARCEL ID: 309-150
99,38 edge 100,13
e
�P��� OF Mgss9� pav rnent 99.54 0,00
o . PETER T. G� A CO �T 99,64
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
McENTEE 1 �/ ROAD
99.7229 BACON ROAD, HYANNIS, MA
CIVIL `n
No. 35109 Prepared for. D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
GrISZF��`� k`� OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO.
�F REYNOLDS, MARY ELLEN TR Engineering Works, Inc. 1"=20' P.T.M. .109-17
297 BISHOPS TERRACE 12 West Crossfield Road, Forestdole, MA 02644 DATE
HYANNIS, MA 02601 CHECKED SHEET
1 (508) 477-5313 2/3/17 2 P.T.M. 1 .Of 2
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NOTE: TO PREVENT BREAKOUT, FINAL GRADE
SEPTIC TANK SHALL NOT BE AT, OR BELOW, EL.=96.5
INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' FROM THE EDGE
OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D-BOX OF THE PROPOSED S.A.S. /EXISTING
INSTALL RISER & COVER PROPOSED S.A.S. I HOUSE(#29)
SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F.=101.3E
T.LGEL.
01.3t SET TO 3" OF F.G. TO SER PECTION PORT
i
=100.1t F.G. EL.=99.5f F.G. EL.=99.4f F.G. EL.=�4f R9,
MAINTAIN 2% SLOP,E OVER S.A.
L = 21' 3(max.) r L = 30' L = 5'
® S=1% (MIN.) ; ® S=1% (MIN.) ® L (MIN.) t
4'SCH40 PVC 6• - 4'SCH40 PVC 4"SCH40 PVC 2DOUBLE WASHED STONE
2" 56'26 .6. OO. 6'•
14. 8" SoaSaan OR APPROVED FILTER FABRIC)
tp
INV.=97.25 48" LIQUID Solomon -3/4" TO 1-1/2" DOUBLE -
LEVEL ADD INV.=96.27 PROPOSED 4' 4.8' 4' WASHED STONE ,
GAS BAFFLE D-BOX INV.=96.10 > > cry
' EFFECTIVE WIDTH = 12.8' • '1 �' '
.... . . . . •. . .. INV.=97.00 3 OUTLETS
INV.=96.00
PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS
SURROUNDED WITH STONE AS SHOWN 0
ICONNECT TO EXISTING SUITABLE SEWER PIPE/S H-10 RATED 3" LAYER OF 1/8" TO 1/2"
AT HOUSE, AT OR ABOVE, INV.=99.0t verif DOUBLE WASHED STONE cn
TOP CONC. ELEV.=96.8f (OR APPROVED FILTER FABRIC) I D
NOTES: BREAKOUT ELEV.=96.50 seas
INV. ELEV.=96.00 ®aaaB
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & aBaaaaaBaaa SEPTIC LAYOUT _
INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. aaBaaaaaaaa �12 8��
BOTTOM ELEV.=94.00
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' 2 x 8.5' = 17.0 4'
TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0'
SIX INCH CRUSHED STONE BASE, AS SPECIFIED PERVIOUS MATERIAL
IN 310 CMR 15.221(2). 5' (MIN.) ABOVE G.W.
LEACHING SYSTEM SECTION
3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TEST PIT, EL.=88.1 3/4" TO 1-1/2" DOUBLE ®®E ® ®® 3
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE WASHED STONE
H ®®®®®® ® ®®®® 33"
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. W ®®®®®® ® ®®Ea
N Z ®�1 ®®® ® ®®® ®
SEPTIC SYSTEM PROFILE
102"
DESIGN CRITERIA SOIL LOG
4" KNOCKOUT
NUMBER OF BEDROOMS: 2 BEDROOMS DATE: JANUARY 4, 2017 (REF#15,257)
S SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 20" DIA. COVER
OIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) WITNESS: DAVID STANTON R.S. HEALTH AGENT
DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP- 1 DEPTH ELEb. TP-2 DEPTH 4" KNOCKOUT / 4" KNOCKOUT 58"
DAILY FLOW: 220 GPD 99.1 A 0" 99.2 A 0"
0
DESIGN FLOW: 330 GPD SANDY LOAM I SANDY LOAM
10YR 4/2 10YR 4/2
98.7 98.7 4" KNOCKOUT
5„ 6" OU
GARBAGE GRINDER: NO-not allowed with design g � B
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF SANDY LOAM 1 SANDY LOAM
10YR 5/6 10YR 5/6
.74 GPD/SF 96.3 3 4" 96.5 33" 500 GALLON CAPACITY, H-10 LOADING
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY C PERC i CHAMBERS
PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 30"/48" ;
N.T.S.
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES i
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES M-C SAND M-C SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN
2.5Y 6/6 2.5Y 6/6
SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. '
29 BACON ROAD, HYANNIS, MA
BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
TOTAL AREA:.............................................................. 471.2 S.F. Engineering by: SCALE DRAWN JOB. NO.
88.1 132" 882 ,32" Engineering Works, Inc. N.T.S. P.T.M. 109-17
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD PERC RATE <2 MIN/IN. "C" HORIZON 12 West Crossfield Road, Forestdole, MA 02644 DATE
CHECKED SHEET N0.
NO GROUNDWATER ENCOUNTERED (508) 477-5313 2/3/17 P.T.M.
2 of 2
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