HomeMy WebLinkAbout1340 BUMPS RIVER ROAD - Health 1340 BUMPS RIVER ROAD
Centerville
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S M EAD
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Town of Barnstable
OF TFIE l0
Regulatory Services
x x Richard V. Scali,Interim Director
x x
* BARNSTABLE, �
6�. �0� Public Health Division
EDP`A Thomas McKean,Director
200 Main Street,Hyannis, NIA 02601
Office: 508-862-4644 Fax: 508-790-6304
` installer& Designer Certification Form
Date: ��19 rt� Sewage Permit#4�0 t1-9_5-T Assessor's Map\Parcel
Designer: �r►y',wee�;� wo r44t ., 1 n c. , Installer: 'P ,A-. Z ce: vj (�
Address: IZ W, Crbssn/ ,e (j iZd Address: =d + O-f-I(. kq-"—
T;�,e s V-ata to MA 6 2G 4 M-a O-z c3 z
On9 0 17 L�U✓t ,"-C was issued a permit to install a
(date)* (.installer)
septic system at based on a design drawn by
1M L.G,,+.ct ,NL (address)
Ev►5 new��"n�� Wo--O u /11 C , dated 2 17
(designer)
I certify'that 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_ 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 1.0' 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 construct e ance with the terms
of the IAA approval letters (if applicable) > t0OF
PETER T `�..
M CENTEE Co
CML
aller's Signature) NO.351oo
�ISTEi�`�O
3
('Designer's Signature) (Affix Designer tamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. 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.
QAScptic\Dcsigncr Certification Fonn Rev 5-14-13.doe
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered;n com ter:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
01ppfication for Misposai 6pstem Construction permit
Application for a Permit to Construct( ) Repair(� Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. i'3U 13u,,,,�s [��'v�,� Owner's Name,Address,and Tel.No.
.C-C,)ref vkl),Q
Assessor's Map/Parcel 1 �CL"�PS
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
'Trjc 14S i._Cir1CS
Type of Building:
Dwelling No.of Bedrooms Lot Size 18; sq.ft. Garbage Grinder( )
Other Type of Building Cam' �«� No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) S!�,a gpd Design flow provided 3' gt '7 gpd
Plan Date {3_2 2_- 1'-7 Number of sheets Revision Date
Title
Size of Septic Tank ► YC5p a Cx9M4 -1 t7 Type of S.A.S. 2 ��n �j�Slv`"�'— JA \o- jA- �
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) ojSye 1c cc,N. r�lc�oX
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.
ig e G� Date
Application Approved by - Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
No. Fee—/(2/
" r THE COMMONWEALTH OF MASSACHUSETTS Entered in corn puter:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
- ftplitation for bib osaf 6pstem Construction Permit
Application for a Permit to Construct.( ) Repair(4grade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 1*3 q V f''j v,,,,P C Owner's Name,Address,and Tel.No.
Ce-JEr e 4%i),
Assessor'sMap/Parcel 1 6?j, _049)
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
�o�c�lco� A !�row,\)
Type of Building:
Dwelling No.of Bedrooms Lot Size 1 8,2 qC) sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) S gpd Design flow provided 3 L/R, 7 gpd
Plan Date f3-? 2- 1`'7 Number of sheets IL_ Revision Date
Title
Size of Septic Tank 1 SOO a WM\Q Type of S.A.S. 2 9(!;Oo U c. 6^3 C IA(,,.,,,\OrfS 1,-A[)
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) 1 4e, c►\) r w 5 Ca 1'c.,4\c CoeK,p
o
v
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.
-&igneq rr , � ��/1,//� � �y�'�' Date eP ~ �.� " �7Application Approved by (/(I �i � f" �/ /4 G+C Date
� v V /Application Disapproved by ,/ Date
for the following reasons
Permit No. // �j J Date Issued , / r
r
----------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( !`f`Upgraded( )
Abandoned( )by ,/. yr/o 9 A 13!a... T. c
at /3 %® %j orn, �.s�i �� (rnl;P✓vrl(ehas been consttrjucte�i_n aacc rd�cl-4
with the provisions of Title 5 and the for Disposal System Construction Permit No.e){ �/ _, a't�d
rr w
Installer ��5 h � tcv.,,•5 "C Designer 1G,vt j.-0r-yr f 't /Jyfi✓Irk
#bedrooms Approved design flow '�(� gpd
-
The issuance of this permit shall not be construed as a guarantee that the system will functiomas desi`�--..suegned.
Date 1 Inspector
- __ . ----No.-- '-( / f ----�-�---=-=------------------------------------------------------------------------Fee---- �..�
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal .6pstem construction Permit
Permission is hereby granted to Construct( ) Repair( Vr� Upgrade( ) Abandon( )
System located at 11, 1/0 / rim 4 /1:.nl'4t rI/ y
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:Construc 'on ,�st a com leted within three years of the date of this permit.
Date /% / Approved by
r
TOWN OF BARNSTABLE
LOCATION 13G/O 51ttyp,� ���� SEWAGE# AW 7.-Ay7
VILLAGE t�rjl � ASSESSOR'S MAP&PARCEL 168-OgF3
INSTALLER'S NAME&PHONE N0.Q6Ja5A � PLori
SEPTIC TANK CAPACITY I-�O6 A,p(Y)p0
LEACHING FACILITY: (type) aA h-2C7 (size) 12 ,0 X 2 S—)( 2-
NO.OF BEDROOMS—?,
OWNER _J
PERMIT DATE: C,r1)7 COMPLIANCE DATE: Z
T
Separation Distance Between the: NOmt qk peo(`
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 B Ah�(y
'9k cy-
IA J 3 .
c
o l lJ ®ut ID ,
`T
T
G
Town of Barnstable P t# /
�y' '� Department of Regulatory Services �Llo
mumurABLA Public Health DivisionMAn Date Z)3!,4 (7
�A s619• �e�; 200 Main Street,Hyannis MA 02601 rw'
rfv Mat� �
Date Scheduled ( � Time Fe e Pd. P
Spoil Si tability Assessment for Sew e Disposa
Performed By: / /'4 [�yZ -
Witnessed By: Cn
LOCATION& GENERAL INFORMATION
Location Address f^J Owner's Name �,,�� S
Address l3zJm,41- t'Z,I,•-•
Assessor's Map/Parcel: MIA &`tfi 3
/ �—Q tlb` Engineer's Name ,
NEW CONSTRUCTION I// s ��
REPAIR Telephone#
Land Use '`-&S L 'Lc" �Clk t Slopes 90 Z 1
P ( )_ _ �urface Stones
Distances from: Open Water Body N!4— ft Possible Wet Area AJ J`— ft Drinking Water Well
Draina a Way Y ft Property Line 2 ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
(L tkt,1 i
� I
tl PJ
Parent material(geologic)
`� � Depth to Bedrock.
Depth to Groundwater. Standing Wal'er in Hole: Weeping from Pit Face i O/V
Estimated Seasonal High Groundwater ( �
DETERMINAiTION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: in, Depth tc sail mettles:
Depth to wc;eping from:;idv of obs.hole: _ --in, Groundwater Adjustment ,._a__,� It.
Index Well# Reading Date:' Index Well level — Adi,factor, ,_ AdJ.!(lrtwndwuter level
PERCOLATION TEST bate - Time,
Observation re�.z
Hole# I_r_ _ Time at 9" w
Depth of Perc 4 Z6 cez) Time at 6"
Start Pre-soak Time @ Time(9"-6")
End Pre-soak
Rate Min./Inch. 2—
Site Suitability Assessment: Site Passcd Site Failed:_ Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to 11be conducted within 100' of wetland,you must first notify the
Barnstable Conservation Division at least one (1) week prior to beginning.
Qa.SEPTIC�PERCFORM.DOC
r
a
DEEP.OBSERVATION]ROLE LOG Hole# e
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
consistency,%Graven
0 -4 A L5GKc/ Ia. Y/'ZVI-ti
n S�NJY�� Z6 Z 5.V0.".,1
CL i.sQ► d Z.-s-Y"l
DEEP OBSERVATION HOLE LOG k1ole# Z
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel
LI S4,IJ �a �gZsl
P/9 Ze <,,,,,`
DEEP OBSERVATION HOLE LOG B)Ie#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
--.Consistency. o Gravel] _
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mot(Iing (Structure,Stones,Boulders.
Consi ten
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 Idaturaily 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 material?
Certification
I certify that on . 4 - (date)I have passed the soil evaluator examination approved by the;
Department of Environmental Protection and that the above analysis was pzrformed by me consistent with
the required trai ' ,expertise and experience described in 310 CMR 15.00.
Signature_ Date
Q:\SEMCIPERCFORM.DOC
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——100—— EXISTING CONTOUR
r EXISTING CESSPOOLS x 100.98 EXISTING SPOT GRADE ILOCUSI N
CB TO BE PUMPED, FILLED W/ —W EXISTING WATER SVC.
34.80 SAND & ABANDONED. 3°
—G EXISTING GAS SVC.
--6.H-W. - 'OVERHEAD WIRES o
BENCHMARK: , TEST PIT
COR./BOTTOM STEP BENCHMARK Bumps River Rd deg Pie y
ELEVATION=32.54 m
i' 33.29 . . SHED LEGEND
>
v �A
x2,52 " a
m 0
i TP
i i 10 (on. 32.50 31.28 x 2° 825-, Bacon Lane
07' a LOCUS MAP
4 Li ��`TP 2.� PROP. 31.50 x N NOT TO SCALE
O O SEPTIC
4 POI rn . :� 3 ,68 \ 32 5 O Q BM TANK '
17�--
N) ao :.X; x• `` 0 O + 1�67
o
1 VENT 2.,10
Z `,�• DEC CCESSOR l
1 shrubs WALK DWELLING 1.98 0
(1 BEDROOM) 32.14
\ EX. SEWER /
INV.=31.5t (!SLAB
33.51
\ ,EXISTING _
\ x HOUSE(#1340)
\ x .shrubs (PRIMARY DWELLING) 32,26;.
\ 33.54 `'32.30:
m (3 BEDROOMS) EDGE OF LAWN
•) r±� T•0.F•=34.9f '.: `PAVED
\\ :o lr X shrubs �4,20 ' DRIVEWAY.
\ C) .shrubs) 10
/ \ ':' O V- L
to
34,58 LAMP 3z,48: 'S : 't 3228 / ��EpLTHOFM,;s9
• / i � : // 2 �EEERT
c NTEE 0
\. v ._•:,.;:.`.:: CIVIL
,\ + 3.73 X :' / NO.35109
PARCEL ID•. /188-048
�/ TER
34,49 x 18,241UU1 ±SF � 6.......: oN
170.33 1�
j
S 85'42'45" E SIDEWALKS [ice l
SIDEWALK 35.02 SIDEWALK
35.46 35.10
35.61 \
35.58 EDGE OF PAVEMENT/BERM
35,50. 35,61 3 72 35.91
't
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
BUMPS RIVER ROAD 1340 BUMPS RIVER ROAD, CENTERVILLE, MA
' Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO.
JAMES, MARY M Engineering Works, Inc. 1"=20' P.T.M. 230-17
1340 BUMPS RIVER ROAD i
12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
CENTERVILLE, MA 02632 !
(508) 477-5313 8/22/17 P.T.M. 1 Of 2
NOTE: TO PREVENT BREAKOUT, FINAL GRADE
SHALL NOT BE AT, OR BELOW, EL.=29.0
FOR A DISTANCE OF 15' FROM THE EDGE
SEPTIC TANK PROPOSED D-BOX OF THE PROPOSED S.A.S.
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER PROPOSED S.A.S.
OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE I
INSTALL RISER & COVER OVER EACH CHAMBER AND
T.O.F. VARIES SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT
F.G. EL VARIES F.G. EL.=31.3t F.G. EL.=33.0f F.G. EL.=33.5f VENT
MAINTAIN 27- SLOPE rOVER S.A.S.
L = 16'(PRIMARY) ,
L = 20'(ACCESS.) :. L = 43' L - 23'(MAx.
S=1% (MIN.) ® S=1% (MIN.) ® S=1% (MIN.
4'SCH4 PVC 4'SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2"
6" DOUBLE WASHED STONE
,�°, 6 aeagaaa (OR APPROVED FILTER FABRIC) GENERAL NOTES:
14" 14" 9aa9a®B
INV.=29.50 48" U0. aaaaaBa -3/4" To t-1/2" DOUBLE 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
LEVEL WASHED STONE BOARD OF HEALTH AND THE DESIGN ENGINEER.
INV.=28.80 PROPOSED 4' 4.8' 4'
GAS GAS INV.=28.63
BAFFLE BAFFLE D-BOX EFFECTIVE WIDTH = 12.8' 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
INV.=29.25 3 OUTLETS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
INV.=28.50 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
PROPOSED 1500 GALLON (H-10) SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS
(2 COMPARTMENTS) SURROUNDED WITH STONE AS SHOWN -310 CMR 15.405(1)(b):
COMPARTMENT NO. 1 - 1000 GALLON MINIMUM STORAGE H-20 RATED 1) A 3' variance, depth of cover, for 6' (max.) of cover over S.A.S.
COMPARTMENT NO. 2 - 500 GALLON MINIMUM STORAGE 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR ,
CONNECT TO EXISTING SEWER(PRIMARY), INV.=31.5(MIN.) TO
ELEVV._=29.00 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
INSTALL NEW SEWER OUTLET (ACCESSORY), INV.=29.7(MIN.) INV. ELEV.=28.50 aa0Ba9 DESIGN ENGINEER.
NOTES: aeaaaBBaBaa 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOM ELEV.=26.50 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
INVERTS, PRIOR TO INSTALLATION. 4' 2 x 8.5' = 17.0' 4' ENGINEER BEFORE CONSTRUCTION CONTINUES.
4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0'
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL & TRUE PERVIOUS MATERIAL 5. ALL ELEVATIONS BASED ON AN ASSIGNED DATUM.
TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED 5' (MIN.) ABOVE G.W. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). LEACHING SYSTEM SECTION THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD .OF
3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TEST PIT, EL.=21.5
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
4) CONTRACTOR SHALL INSTALL A GAS BAFFLE ON THE
OUTLET TEE. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
SEPTIC SYSTEM PROFILE 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
DESIGN CRITERIA DIRECTEDAGREED UPON
TBE APPROVING AND
AUTCONTRACTOR OR AS OTHERWISE
SOIL LOG
NUMBER OF BEDROOMS: 2 BEDROOMS (PRIMARY DWELLING) 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
1 BEDROOM (ACCESSORY DWELLING DATE: AUGUST 10, 2017 (REF#15,454) THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
SOIL EVALUATOR: PETER McENTEE PE(SE#1542)
3 BEDROOMS - TOTAL WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT CONSTRUCTION.
SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
DESIGN PERCOLATION RATE: <2 MIN/IN 33.2 A 0" 33.0 A 0" REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
DAILY FLOW: 330 GPD SANDY LOAM SANDY LOAM 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
DESIGN FLOW: 330 GPD
B 32 7 10YR 4 2 6" 32.5 10YR 4 2 6" INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
GARBAGE GRINDER: NO-not allowed with design SANDY LOAM SANDY LOAM 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF
30.0 10YR 5/6 38„ 29.7 10YR 5/6 39" NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
C1 C1
74 GPD SF 42" 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC
/ MED. SAND MED. SAND P SYSTEM COMPONENTS NOT SHOWN ON THE PLAN
PROPOSED SEPTIC TANK: 1500 GALLON-2 COMPARTMENT 2.5Y 6/4 2.5Y 6/4 60'
COMPARTMENT NO. 1 - 1000 GALLON MIN. STORAGE >20% GRAVEL >20% GRAVEL
COMPARTMENT NO. 2 - 500 GALLON MIN. STORAGE 25.7 90„ 25.7 88"
PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED C2 C2 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES FINE SAND FINE SAND SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 1340 BUMPS RIVER ROAD, CENTERVILLE, MA
2.5Y 6/6 2.5Y 6/6
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
21.7 138" 21.5 138"BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. I Engineering by: SCALE DRAWN JOB. NO.
PERC RATE <2 MIN/IN. "Cl & C2' HORIZONS Engineering ineering Works, Inc. N.T.S. P.T.M. 230-17
TOTAL AREA:.............................................................. 471.2 S.F. NO GROUNDWATER ENCOUNTERED
12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD (508) 477-5313 8/22/17 P.T.M. 2 Of 2.