HomeMy WebLinkAbout0068 HUCKLEBERRY LANE - Health 68 Huckleberry Lane
Marstons Mills
A= 102-140
TOWN OF BARNSTABLE
LOCATION SEWAGE#. 9R
VILLAGE ASSESSOR'S MAP&PARCEL j U 2 1lJ
INSTALLER'S NAME&PHONE NO. 3�14�
SEPTIC TANK CAPACITY Innp 1 5Tr w C*
LEACHING FACILITY:(type) t+j&p T LJ+ff 4r t} (size) 4 IZOW%
NO.OF BEDROOMS 3
OWNER
PERMIT DATE: III i0q 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
Al -�� b i v �,q-
GP2q
V,"s CA- Ll S is Ko
IA-1 cap Vk-28
' � 1
G 7 '
No. pool-a°I3' Fee� � �THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Zfppfication for Ti6po5a[ *pgtem Congtructiou permit
Application for a Permit to Construct( ) Repair(/Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Address or Lot No. ag llaci CbC err 6.4_`e. Owner's Name,Address,and Tel.No.
Assessor's Map/.Parcel 02
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
slys A Btowio .i_Nc 1/7 3!
Type of Building:
Dwelling No.of Bedrooms ?, Lot Size �/e7 sq. ft. Garbage Grinder ( )
Other Type of Building Aorl5 t! No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided 3 y7. j gpd
Plan Date -7 '1n5 Number of sheets Revision Date
Title
Size of Septic Tank .%G00 j&,S4'Ak' Type of S.A.S.
Description of Soil -pIc.^3
Nature of Repairs or Alterations(Answer when applicable) 1-nos e-J.) &)eu) S. A . S
i
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 rd of Health.
Signed Date
Application Approved by 4 Date
Application Disapproved by: Date
for the following reasons q o
Permit No. o�� [ (� Date Issued �L�—O
No. -/J' _-^ ! FeeG/
�,y)
THE c6UMONWEAL'TH�OF MASSACHUSETTS Entered in computer. Yes
PUBLIC HEALTH DIVISION,- TOWN OF BARNSTABLE, MASSACHUSETTS
Rppgication for Di5pont �&pE;tem Con0truction permit
Application for a Permit to Construct( ) Repair(C/Upgrade( ) -Abandon( ) ❑.Complete System ❑Individual Components
3
Location Address or Lot No. G w�kl�br j��, `� Owner's Name,Address,and Tel.No. CC��f9IIy
Assessor's Map/Parcel 422
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Z&sle 5 A
Type of Building:
Dwelling No.of Bedrooms Z `Lot Size C, sq. ft. Garbage Grinder ( )
Other Type of Building A",- No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required)=n gpd Design flow provided :3 gpd
Plan Date Number of sheets Revision Date
'r Title ) /
Size of Septic Tank .yZe= Type of S.A,S. .,,/ �h �5
Description of Soil Q: r
r
Nature of Repairs or Alterations(Answer when applicable) t nsZ:\r1T0,ow S- A
t
Date last inspected: t
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 ( 5 Date ��1— /e(-0
Applicatiori.Disapproved by: Date
for the following reasons
Permit No. a 0-0 Date Issued -��-/'O�j
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of (Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (V7-�Upgraded ( )
Abandoned( )by t .`���' A ,rm , I 1 4)C
at has been constructed in accordance q�
with the provis' ns of Title 5 nd the for Disposal System Construction Permit No. ; OQ9-a 3 dated 9,/L/-a 1 .
Installer 0 Designer r „^>y,. Mr,
#bedrooms I Approved design flow ! G/7 S gpd
The issuance of this permit shall not be construed as a guarantee that the system will-fh c io as designed.
Date Insp (tor
_
,`?�-T.i'r'��.T4- vc�a-rasa.�c7r.$.vial1�'ac-'"'�.acsr�Y9s�B•a.rsr.�da,.9p.7—Qral ��e �l-�w�a o�T��P�iT�w—:�����s�F�
No. 0 n ! a�3 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
Digoat i§p5tem Con5trUction Permit
Permission is hereby granted to Construct ( ) Repair ( Upgrade ( ) Abandon ( )
System located at /C �>��f/� /i��p.�t• 444ef,- . bi1.( Y4
and as described in the,above Application fbr Disposal System Construction Permit.The applicant recognizes his/her duty
-to comply with Title S and-the following local proviSions'or speciatconditions:— --
Provided: Construction must be completed within three years of the date of this permit. n
Date - t7 Approved by
f
rj►
TRANS. NO.:
CITY/TOWN:
APPLICANT: �� A • ru �,�. [n c.
ADDRESS: Cd8 �e�C`e-�y�-i 1�vw� . R"
DESIGN FLOW: gpd
REVIEWED BY: j��4 er T� M �.Z DATE: 71 Z6- 0-
N/A OK NO
Legal boundaries denoted [310 CMR 15.220(4)(a)]
Street, Lot, tax parcel number and lot number noted on plan [310
CMR 15.220 4 'u
Locus Provided 310 CMR 15.2204(t)]
Plan proper scale?(1"=40'for plot plans, 1"=20' or fewer for
components) 310 CMR 15.220 4
Easements shown 13.10 CMR.15,220(4)(b)]
System located totally on lot served [310 CMR 15.405(1)(a)for
upgrades]- if not, a variance is required 310 CMR 15.412(4)]
Location of impervious surfaces(driveways, parking areas etc.)
[310 CMR 15.220(4)(d)]
Location all buildings existing and proposed 310 CMR
15.220(4)(c)]
Location and dirpensions of system components and reserve areas.
310 CMR 15.220(4)(e))
System Calculations 310 CMR 15.220 4
day flow ✓
septic tank capacity(required andprovided)
soil absorption system(required andprovided)
whether system designed for garbage grinder
North arrow 310 CMR 15.220(4)(g)]
Existing and ro osed contours[310 CMR 15.220(4)(g)] L/
Location and log of deep observation holes(existing grade el. on
each test) [310 CMR 1 5.220 4 h
Names of soil evaluator and BOH representative [310 CMR
15.220 4 h and i ]
Location and date of percolation tests(performed at proper
elevation?) [310 CMR 15.220 4 i
Percolation test results match load rate? [310 CMR 15.242]
Certification statement by Soil Evaluator [310 CMR 15.220(4A)]
Observed and Adjusted groundwater(method for adjustment
given or indicated) [310 CMR 15.103(3)and 310 CMR
15.220(4)(n)]
Address Sheet 1 of 9
N/A OK NO
Location of every water supply, public and private, [310 CMR
15.220(4)(k)]
within 400 feet of the proposed system location in the case
of surface water supplies and gravel packed public water supply (/
within 250 feet of the proposed system location in the case
within 150 feet of the proposed system location in the case
of private water supply was
Location of all surface waters and wetlands located up to 100 ft.
beyond setbacks listed in 310 CMR 15.211 and any catch basins
located within 50 ft. 310 CMR 15.220(4)(1)]
Water lines and other subsurface utilities located [310 CMR
15.220(4)(m)] Eater-line cross see 3 i0'CMR 15.211 I 1
Profile of system showing invert elevations of all system
components and the bottom of the SAS. 310 CMR1.5.220(4)(o)]
Stamp of designer 310 CMR 15.220 1 and 310 CMR 15.220 2
Stamp of Registered Land Surveyor(required if construction
activities within 5 ft. of lot line) [310 CMR 15.220(3)]
Test Holes adequate(two in each of the primary and reserve
unless trenches as permitted in 310 CMR 15.102(2) or as
approved for an upgrade under LUA at 310 CMR 15.405 1 k
Test hole adequate to demonstrate four feet of suitable material?
310 CMR 15.103 4 ]
Test Holes adequate to confirm adequate groundwater separation?
310 CMR 15.103(3)1
Benchmark within 50-75' of system 310 CMR 15.220 4
Materials specifications noted? [various sections of 310 CMR
15.000
System components not> 36" deep (unless Local Upgrade
Approval or LUA requested) 310 CMR 15.405 1
Address Sheet 2 of 9
�i
N/A OK NO
Size OK? 310 Chit 15.223 1
Inlet tee located ten inches below flow line [310 CMR 15.227 6
Outlet tee 14" on 14" + 5" per foot for increase ft depth [310
CMR 15.227 6
Outlet tee with gas baffle or approved filter[310 CMR 15.227(4)]
Note regarding installation on stable compacted base [310 CMR
15.228(l)] Tlv�
Separation between inlet and outlet tees(no less than liquid depth)
310 CMR 15.227(2)]
Inlet/Outlet elevations at least 12" above high groundwater
(except as descried 310 CMR 15.227(5)) or permitted for
upgrades under LUA[310 CMR 15.405 1 k ]
Minimum cover 9 (Tanks.buried more.than 9" must have risers
on all openings and on the d-box) [310 CMR 15.2228(1) and 310
CMR 15.232 3
Three access covers(inlet and outlet must be 20" or greater) -
middle access at least 8 7/07 310 CMR 15.228(2)]
Access to within 6 of grade -one port for systems<1000gpd,
two fors stems>1000 gpd 310 CMR 15.228(2)]
All at-grade covers secured to unauthorized access? [310 CMR
15.228(2)]
> 10 ft from building foundation 310 CMR 15.211 1
Buoyancy calculation Required/Done 310 CMR 15.221(8)]
H-20 Where appropriate? [310 CMR 15.226 3
Setbacks from resources 1310 CMR 15.211]
Required when gther than single-family dwelling or flow>1000
d 310 CMR 15.223 1 b ]
First compartment 200% daily flow; Second compartment 100% A)A��
daily flow 310 CMR.15..224 2 and _3
"U" pipe througli or over bale, outlet of each compartment with
as baffle or approved filter [310 CMR 15.224(4)]
Address Sheet 3 of 9
N/A OK NO
WIN
Located at least ten feet from any water line? [310 CMR
15.222(2)]
Disposal piping it least 18"below water line(when water and
sewer cross, see 310 CMR 15.211 1 1
Cleanouts required/provided ? 310 CMR 15.222(8)]
Thrust blocks sppcified in force mains? 3-10 CMR 15.221(6)(c)]
Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable . I/
310 CMR 15.222.6
Proper pitch on all runs? (.005 within gravity-distributed trenches ✓
and beds) [310 CMR 15.251 9 and 310 CMR 15.252(2)(c)]
Siphonproblem/ eachfield below pump chamber
Endca s or vent manifoldspecified?
Size and orientation of discharge holes specified? (not smaller than
3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR
15.252(2)(h)]
Materials specified (310 CMR 15.251(5) specifies various pipe /
types allowed) l/
Stable compacted base [310 CMR 15.221(2) and 310 CMR
15.232(2)(a)] v
Splash plate or b;affie tee required on inlet/provided? (when /
pressure sewer to d-box or steep pitch of gravity sewer) [310
CMR 15.323(3)(a)]
Riser if deeper than 9 310 CMR 15.232 3
Inside minimum dimension 12" 310 CMR 15.232(2)(b)]
Minimum su 310 CMR15.232 3 e
Watertight cover if<2000gpd); waterproof manhole if>2000gpd
310 CMR 15.232(3)(d)]
Capacity(emergency storage above working=design flow)? [310
CMR 231(2)] //F
Proper setbacks [310 CMR 15.211 same as septic tanks
Watertight.20-in minium access manhole at least 20"MUST BE
TO GRADE 310 CMR 15.231 5
Service components accessible(not too deep with piping,
disconnects accessible
Alarm floats - alarm on circuit separate from pumps specified?
Exceeds two units-must have two pumps operating in lead-lag
mode. 310 CMR 15.231 6 and 8 ]
Stable Compacted Base[310 CMR15.221 2 .
Address Sheet 4 of 9
All
lBuoyancy calculations needed ?Provided? 310 GMR 15.221(8)]
Address Sheet 5 of 9
•
N/A OK NO
Calculations correct?
4 feet of naturally occurring material demonstrated? [310 CMR
15.240 1
Required separation togroundwater? 310 CMR 15.212
Aggregate specified as double washed 310 CMR 15.247(2)]
System Venting required/provided?-(system under driveway or
>36" deep) 310 CMR 15.241
Inspection ports specified and within 3"final grade? [310 CMR
15.240 13
Breakout requirements met? (No violation-of breakout elevation
within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and
Guidance Document]
mom
Chambers and Gal. in trench configuration supplied with inlet
every 20 ft. [310 CMR 15.253(6)]
Each structure with one inspection manhole(if>2000 gpd must be
tograde) 310 CMR 15.253(2)] O)zl
Aggregate P minimum-4'maximum: 310 CMR 15253 1
2' sidewall credit maximum 310 CMR 15.253 1 a
In bed configuration,inlet evM 40 N. ft. 310 CMR 15.253(6)]
Width 2'minimum 3' maximum 310 CMR 15.251 1 b ]
15 251 1
100 feet -maximum length 310 CMR a ]
Minimum separation 2x effective depth or width whichever greater /
3x if reserve between trenches 310 CMR 251 l d �G
Situated along cpntours 310 CMR 15.251 2
Breakout OK? 10 CMR 15.211 1 4 and Guidance Document
WINm
minimum 2 distribution lines 310 CMR 15.252(2)(a)]
Maximum separation between lines 6' 310 CM R15252 2 d
Maximum separation between lines and outside of bed 4' [310
CMR 15.252(2)(e)]
Aggregate depth below discharge pipes 6" minimum, 12" /
maximum. 310 CMR 15.252(2)(g)] l/
Separation between beds 10' minimum. 310 CMR 15.252 2
Bottom area used in calculations only 310 CMR 15.252(2)(i)]
Address Sheet 6,of 9
N/A OK NO
Pressure Dosed System ? Provided pump and piping calculations
as required 310 CMR 15.220(4)(r)]
Pressure dosing Tequired on all systems>2000gpd or alternative
systems under remedial approval [310 CMR 15.254(2) and UA
Remedial UseApprovals]
If used in gravelless system-make sure jet is directed as not to j n
scour soil interface [Guidance Document] c/ U�
Inspections once per year(systems<2000 gpd)or quarterly
>2000 dgood to note on plan 310 CMR 15.254(2)(d)]
Construction in fill -Did the plan specify that the fill shall meet /
the s ecification,of 310'CMR 15.255 3 ?
Impervious barrier and/or retaining wall? Guidance Document
Impervious barrier installation must be supervised by designer
310 CMR 15255 2 b V
Retaining wall must be designed by Registered Professional
Engineer 310 CMR 15.255 2 a
Side slope riot exceed 3:1 ? 310 CMR 15.255 2
Breakout requirements met?[310 CMR 15.252(2)and
Guidance Document
At least 5 ft. from impervious barrier to edge of SAS (10 ft.
recommended 10 CMR 15.255 2 e
Check DEP Approval letters for credits and design conditions
If used with pressure dosing do not allow pressure discharge /
to scour soil interface c/
Was DEP Approval Letter provided and/or have you
reviewed the letter for conditions?
Is the technology being properly applied and does it meet all
DEP Approval Conditions?
Is there a q:ote on the plan regarding the requirement for
perpetual maintenance eement?
Any alarms involved on separate circuits
Did the applicant submit an operation and maintenance
manual?
Has a liwt submitted a cou of a maintenance a eement?
Are the variances listed on the plan? [310 CMR 15.220
4
RLS Stamp.-necessary on plan if a component is within five
feet of property One 310 CMR 15.412(4)]
Address Sheet 7 of 9
New construction or increased flow proposed - [Refer to 310
CNIR 15.414
Address Sheet 8 of 9
r
4
N/A OK NO
Is the system in a Designated Nitrogen Sensitive Area(Zone H for
a public supply Nell)? [310 CMR 15.214, 310 CMR 15.215 and
310 CMR 15.216 - also refer to Policy regarding upgrades of such
existing systems]
Is the system proposed on the same lot as served by private well? c�
310 CMR 15.214-2
Are the nitrogen loads proposed in compliance? [310 CMR
G b w
Pumping to septic tank? [ 310 CUR 15.229] '
Shared System [�i-O CMR 15.290
Address Sheet 9 of 9
I a
TerraFilter,LLC.
P.O.Box 227 10 Main St.
ai. „ Sturbridge,MA 01566
O
���M �a���np Tel: (877)347:7263
!! [�J/ (877)347J263
Fax:(508)347 9857
August 10,2009
Peter McEntee
Engineering Works, Inc.
12 W.Crossfield Road
Forestdale, MA 02644
RE: Particle Size Analysis (Alternative to Perc Test)
68 Huck Lebeery Lane, Marston Mills, MA
Dear Peter.
Below are the results of the particle size analysis from the sample submitted for the above referenced
property. The analysis was performed utilizing the hydrometer method of Gee & Bauder (1986) in
Methods of Soil Analysis, Part 1. Physical and Mineralogical Methods 2nd Edition.
Sand Silt Clay
(2.00 to.05mm) (.05 to.002mm) (<.002mm)
Portion Passing 97.5% 2.3% 0.2%
#10 Sieve
USDA Soil Textural Classification: Sand
MA Section 15.243 Soil Classification: Class 1
` Based upon the DEP's Title 5 Alternative to Percolation Testing Policy for System Upgrades,the following
effluent loading rates apply:
Un-compacted Soil 0.74gpolsf
Should you need additional information, or require further testing services, please do not hesitate to
contact our office.
r
Sincerely,
Mark Farrell, Soil Scientist
6
09/18/2009 04:35 5084775313 ENGINEERING WORKS PAGE 01
Town of Barnstable
Regulatory Services
Thomas F.Geiler,Director
KAM 1 Public Health Division
9
Thomas McKean,Director
200 Main Street, HY88815,MA 02601
Office: 508-862-M44 Fax: 508-79"304
Date: 911-71 01 Sewage Permit# Assessor's Map/Parcel 16 2 0
Installer&Desialr Ce do
Designer: In C • Installer: ,I
Address: n- W• CM J st k 1 CA C<A Address:
M14 zGyy ew �/tk MA-d9 32
On /7,l�r /�2�i1 //I was issued a permit to install a
(date) (installer)
septic system at HUL, �&ern9 based on a design drawn by
(address)
dated
(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 tank. Stripout (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. Stripout(if required)was inspected and the soils
were found satisfactory. 1,A OF
PETER T.
4018erKsSignature) McENTEE
CIVIL
N0.35109 C
igner'sSignature) (A D ,S )
O HARM—TIAME LUJUM HEALTH a X AU
CE WILL 13M B
THMK
q:�ozFiw fp��deai�oartiiiw�fonoo.doc
Town.of.Barnstable r# ( �2,_
~ • 5 •..� -
� Department-of Regulatory Services
Public Health:Division Hate" �� Q5
t
i679 200 Main Street;Hyannis MA 02601 i
Date Scheduled P_10 1 Time � ��M Fee Pd.
a
Soil Suitability Assessment for Sewage Disposal
Performed B :t "trey-MC. �.���,e p�
)" Witnessed By: vI'd W:. •�. S
LOCATION& GENERAL INFORMATION
I ovation Address �,C-L<($ �. Owner's Name
' �� we .. C'o:ro-1 Cava 1\
f—�rs.dzirs V%"kv1 �8 klv�tc to �.v7 LYo.r
Address. P•�w�s 4-u✓as l`'l.l\S (''� 0
Assessor s.Map/Parcel.• 16 2/ 1 t-t Q Engineer's Name 2c_�k E,*e
NEW"CONSTRUCTION REPAIR Telephone# C 5-08 4
Land Use IDS�` �(-J Slopes(%) 2 ..,Surface Stones A-P,
Distances from: Open Water Body -')'15-6 _ft Possible Wet'Area>13-6 _ft Drinking Water Well
(. —2J
Drainage Way ft Property Line /aS � `� ft .Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands)'n proximity to holes)
S
�l
Q 2
/ t
C''
4 Parent material(geologic) �C�Gi 4 �'��-�tJ /j Depth to Bedrock 13Z
u+
Depth'to`Oroundwater. Standing Water in Hole: /*-f J�. Weeping from Pit Face Al
Estimated Seasonal High Groundwater CLn
DETERMINATION 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 ft.
Index Well# Reading Date: Index Well level Adj,factor�..-� Adj.Groundwater Level m
PE TESL' bate. , Time
Observation "
Hole# �•�,, Time at 4"
Depth of Perc `r�``m� Time at 6"
Start Pre-soak Time® "t�fD an e Z rime(9110611) "
End Pre-soak
Rate MinJlnch J ce P
Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N) .
raw
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:\SBPTICIPERCFORM.DOC
DEEP-OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil- Other
Surface(in.) ----- _(USDA) - ' (Munsegl) Mottling '(Structure,Stones;Boulders.
C01106t ,. .v l
23
96 Cz
DEEP OBSERVATION HOLE LOG Hole# Z�
Depth from Soil Horizon Soil Texture . Soil Color. Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Stiucture,.Stones,Boulders.: .
ns• 9�iorugn
G233
q0 —51' C.L M-C_ Sit
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color. Soil Other
n Bo
ulders.
Surface(in.) (USDA) (Munselq Mottling (Structure,Stones,
Consistency. Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon. Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munselq Mottling (Structure„Stones;Boulders.
< Consistency.
Flood Insurance Rate Man_
Above 500 year flood boundary No_ Yes
4
Within500 year boundary No Yes _
Within l00 year flood boundary No V Yes
Depth of Naturally Occurrine'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? e�
If not,what is the depth of naturally occurring pervious material? _._ .....
Certification
I`cerdfy that on 11 L'IA (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 in g,expertise and experience described in 10 CNJIt 15A17.'
Date
Signature ----->_`'
Q:\SFP'Y MERCFORM.DOC ^
f -
TOWN OF BARNSTABLE
LO ATION
z I1tiG-II�p n.-►�-r L, SEWAGE
VILLAGE
ASSESSOR'S MAP & LOT/OcC P✓ O
NINSTALLER'S NAME & PHONE NO.
SEPTIC TANK CAPACITY,/ ,Q
LEACHING FACILITY:(type) /
r
` (size)
',NO OF BEDROOMS--7_PRIVATE WELL Q�IC WATER
BUILDER OR OWNER .fit,!` �
DATE PERMIT ISSUED:
DATE .COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes
No
I
i
i
i
I
�G �
. - : TOWN OF BARNSTABLE -�
Lj' ATION %o"��% l7U�I�lw: n� �/� SEWAGE
VILLAGE 10,J11/11 i ASSESSOR'S MAP & LOT/OZ- L)
INSTALLER'S NAME & PHONE NO.� C-) uS,d
SEPTIC TANK CAPACITY
1 , /
LEACHING FACILITY:(type) --Y � � ' 7 (size)
QNO. OF BEDROOMS _PRIVATE WELL BLIC WATER
BUILDER OR OWNE � �il✓
DATE PERMIT ISSUED: 1
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
y`-
Y
BAc1<,
C?6
4- ASSESSORS MAP NO: L D 2. — p Fes$
No.... ...J..... —PARCEL NO.: .................
THE COMMONWEALTH OF M S
JAg BOARD OF HEALTH
. .�(� �J!✓ ...............OF.... !7A !'_�,�:`... q.. .................................
Appliration for Ditipmal Works Tiamit.rn.rtiun Prrutit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at: p
Ty a/ ... . lc tam �9N� g .? . !�� - �............................................
Locati
�Address or No.
..... ... •.. .......... ......"`'�'y' -- ------- J L�.1.. _..
,( Ow / `� Addre
...........
M Installer Address
dType of Building Size Lot. .-. .....Sq. feet
Dwelling—No. of Bedrooms..........................................Expansion Attic ( ) Zarbage Grinder ( )
Other—Type of Buildinn ..... No. of persons........2................. Showers ( ) — Cafeteria ( )
Q' Other fixtures
NJa
d -•-----------------------------------------------------------------------••.-.----------•------------
WDesign Flow........./4.........................gallons per person per day. Total daily flow................... ..............gallons.
WSeptic Tank—Liquid capacity.g allons Length................ Width................ Diameter................ Depth--..... ---__
x Disposal Trench—No. .................... Width_................... Total Length.................... Total leaching area... a�.6.. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leachin rea ..sq. ft.
.e 1 Z�
Other Distribution box ( ) Dosi ( ) /�
z Percolation Test Results Performed by G. !A3. (.-!P.'!� .:^�--•................ Date�.�'' ..... ...........
,tea Test Pit No. I 4._2_-_minutes per inc Depth of Test Pit.................... Depth to ground water... .AI�[!1 .
(i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
0 Description of Soil rl -.... 6-_....�/� 9=�._....- � �oi` '. .....----••----••......-•-•-.......---••-•...
-•----------------------• •-
W y
VNature of Repairs or Alterations—Answer when applicable_______________
-----------------------------------------------------------•--------- ......•-••--••••---.....••--•---••---•-•-------....-----•---••••----.....------••-•--•--•-••-------•-•----•-•-•-...........•.....
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System.in accordance with
the provisions of iITLL 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in
operatitiion�until a C -ificate of Compliance has been ' ed by the board of lth.
Signed----•- -•-. ..Q.lss� t..---.---_�.-•--•-..................... ................................
Date
Application Approved By....... - 6.V..- ------•-u •---� ..................... ...... -. i j
Date
Application Disapproved for the following reasons:...............................•------------•--......_...--•-•--•-------...•....----••......-•-•••••-•-•......
-•-•-•.....................•--•••-•-•--••••----•--••--•-----•---••-----•-•••-------------..._.......-•----•-•-•-•-..........•-----•.
Date
PermitNo......................................................... Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.................:........................O F.................... ................
Allpliratiun for Dispuiittl Works Tonstrurtion Vamit
Application is hereby made for a Permit to Construct ) or Repair ( ) an Individual Sewage Disposal
System at:
....:...:....._-- .. ............................................... ..... -- ....--- •. ......--
Locate Address
0
..... r. ...... .... lJ/l !!
......lr . ... %e 2lc
Owner Ad���.Z ......
....... ... / ..... .. f -� ..:— ..r--�--...c./.�.�....d.............,....
Installer ..,..,...
Address
lr r
d Type of Building Size Lot.. .......:.:.............Sq. feet
U Dwelling—No. of Bedrooms.........I...............................Expansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building ..._t'C': '_ %.......... No. of persons........4................ Showers ( ) — Cafeteria ( )
d Other fixtures. .!�1'.f` -------••-----------------------•--- .
W Design Flow...............'J___---....-_----_gallons per person per day. Total daily flow............._....?..5.�..............gallons.
WSeptic Tank—Liquid capacity./6nn-%'gallons Length................ Width...._........... Diameter................ Depth.............
x
Disposal Trench—No. .................... Width..................... Total Length.................... Total leaching area............. ft.
Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching—area,._.............sq. ft.
z Other Distribution box ( ) Dosiiigwta}c
Percolation Test Results Performed by. --------••-=•-.... •----------- Date_..:--------•--..... ---•- ...........
Test Pit No. 1..' ?._7._..mmutes per inch./Depth of Test Pit.................... Depth to ground water...222 1!f1'_`-
- ----------
44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
P •-----•••••�... ................•-------.................-•-.---- --
D Description of Soil :. �f_ _�C_.j' ' '' 7. J t. ,/->r�'_ �, --....... - --- -
.......................................:............................................................... .......---.............__.._.._
..............................................
W .................. J ....... r...f.7�.._..._. . ...............
VNature of Repairs or Alterations—Answer when applicable................................................................................................
-------------•----------•------.........------------------•--------.....-----------•--•------...•--•-•--------••--••---••-•---------------•------------••••--•----------•....._••-------•-----•••-----•
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in
operation until a Cex iti to f Compliance has been ed by the board of health.
�dU� l� r .r1
Signed ...-.---- ........ z:.: - .....-----•-- =`` --------•-----•--- ..........................
- Date
d
Application Approved BY �. ----------- -----� .------�`1 i r�a/� '-•-----•-----•-•--•-•--...-•-•--- --- ----•-••------------Date..............
Application Disapproved for the following reasons:-------"-------•-----•--•--•-•-------------------------•-----------------------------•--•-•-•••-------•........
------------------------•----•---.........------...--"---------..............---•----------•------------•............---•------------------••-----•-------------•--•-----------••-•----......------•-----
Date
PermitNo................................................... Issued-.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
......:.....:............................OF.....
`..:..................................................................
(9rrtifiratr of Gampliatta
THIS'IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired ( )
w• j •t Installer J
00
at =' / ✓✓ , / /, �" /` ,°E, l r� ,-, i{?did ' •``�>r �.... .......... --..._..----------- ......---------...... ......._... ....._...._..__..I...._....... .... .-................... ....................
has been install- in accordance with the provisions of TI"' r 5 `he State Sanitary C de a$ de, ibed in the
application for Disposal Works Construction Permit No....... � ... :............. dated-... ....�,_(:=:.. .................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM- WILL FUNCTION SZTISF�ORY.
DATE..... ........r =- --------- - Inspector -------..---
THE COMMONWEALTH OF MASSACHUSETTS
� �� ..� '✓ / BOARD .OF HEALTH
N J.
.................OF....: . / _ '...------------........................
o.v. J:
FEE........................
Disposal ,�o�r (Iunutr�u#iun "prrnttt
Permission ' hereb ranted..... t.............. ........ ...'�.....---.......-•--•-----....................---......................Y g ....
to Construct ( ) or Repair ,( an Individu .:Sewage Disposal Syst
Street
as shown on the application for Disposal Works Construction P rmit No. 0._....� !J Dated...............r.......................
�1. .---- c:: -----•-----•------------------------------_
DATE. Board of Health
FORM 1255 A. M. SULKIN, INC., BOSTON
7
r
Iu
3
Lord
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V 1 D¢ivF I
AY 36. 9,moo s
P'r I
WArF� �Z Li,�� sv.�P
p'ww of _._. 00 8
... Q Tb3LT Fv�v�yFD S�PTjG I OOK SOT y/¢L
tl. l i►Z.
• � 1� 33 ' � I
q —
� `IN
`C
\
�7-A"13o j'o/¢/
I '
NoTg"- �6'✓•g77o�v3 d'�1S'�';V p,V S'
LOCATION •!`?'`l!?STowS M/LG S
SCALE . / = ' •.
. . 3o. . . . DATE .D�;/8 /p�S
r•° PLAN REFERENCE
LLEY
0.
1�tV I CERTIFY THAT THE
SHOWN ON THIS PLAN 19 LOCATED ON THE ()ROUND
AS SHOWN HEREON AND THAT IT CONFORMS TO THE
SETBACK REQUIREMENTS OF THE TOWN OF
. . . . . .. WHEN CONSTRUCTED.
oBE�T �it/�c/oLG - Oe-7-17-10A/t.;� DATE . . . . . . . . . .. ,
REGISTERED LAND SURVEYOR
I
_ TOP OF FOUNDATION
CONCRETE COVERSCONCRETE COVER
•
3.8i 4 CAST IRO 'ON 2 MAX. '
OR SC
HEDULE II
40
V.C. PIPE � 12"MAX. 71
4 SCHEDULE 40 PV.C.(ONLY)
• PITCH 1/4"PER.FT. PIPE - MIN.
?;. PITCH 1/4"PER.FT. LEACH
INVERT PIT
•o
EL PRECAST
..iz./�..
SEPTIC TANK INVERT
a LEACHING
INVERT i/B DI ST, INVERT : w PIT OR
/000 .. .. GAL. EL..... .INVERT BOX EL.!/?�. ° >_ EQUIV.
' ELA..7A INVERT
3 wwwo 3/4"TOI
/D' .•. W ,'.:• WASHED
;•! '� '� rc.8.3c' STONE
.• i4-� DIA. 8.3'
PROFI LE OF ZT• _ _ _ _
SEWAGE DISPOSAL GROUND WATER TABLE
SYSTEM "'"'� `�/�v&
i,v sw.q"1P wE-sT
NO SCALE oc �cus
P- ¢B36
SOIL LOG WITNESSED BY:
DATE 9BS TIME./o:ooq.y Sq,yE3 Ca.vLo�v
TEST HOLE I TEST HOLE 2 BOARD OF HEALTH
L�Lv�ZD
ELEV.. .!4-00„ • ELEV. .!'¢�/� ENGINEER
3L" � Sub Sorb. DESIGN
o a DATA :
NUMBER OF BEDROOMS
SAWD Ptuc. CognS6 3
C�zL 4B r s g TOTAL ESTIMATED MATED FLOW 3 30
9C" B4" C,¢Ati�- GALLONS/DAY
ZZ•oc.00 ez• 7.46 BOTTOM LEACHING AREA �-5-�l` . SD.FT./PIT/C.f?D.
/lop/ SIDE LEACHING AREA . . . �-�/,• SO.FT./PIT�,�29,9C.RD,
GARBAGE DISPOSAL !�AMv (50% AREA INCREASE)
-SstNv Sq,vD .
a
TOTAL LEACHING AREA . . -�8, Sp,FT
/ PERCOLATION RATE !G-;3S 7'1/.qv Ty�/o
/off.. . MIN/INCH
•NQ .WATER ENCOUNTERED LEACHING AREA PER PERCOLATION RATE'f, ,8•
B S0.FT.
/G.RD•
NUMBER OF LEACHING .PITS ,y vG� PoT ti/iT,t/
APPROVED . .. . . . . . . • , , BOARD OF HEALTH • Fo`�2. F&Z77. oF,S?a!!�• a,v ,qZ
L
DATE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S/!jam , . . . . . . . . . . . . . . . . . . . . . . . . . .
AGENT OR INSPECTOR
:ELLFY iC
PETITIONER : '� 7zT• Co.vrvaG�Y. • , ` ''c t;_��', _ d�NnAa►�j
E� LEGEND N
® LOCUS
—— 98 —— EXISTING CONTOUR
x 100.98 EXISTING SPOT GRADE
mom
OVERHEAD WIRES °j
aj
PLAN BK 138/PG 25 (Lot 129) EXISTING SHED G EXISTING GAS SERVICE �� o W
EXISTING SEPTIC TANK pJ 3 < „ 0 F � "
REMOVE & RELOCATE TOP OF TANK, EL.=79.20f 1/1/ EXISTING WATER SERVICE ? D Shubael
INV.(OUT)=77.87f TEST PIT A o o ° Pond »
EXISTING LEACH PIT
TO BE REMOVED BENCHMARK
Lakeside Or
(SEE NOTE 11) Calvin Hamblin Flint St
Road
N 03'00'00" E m
0
98.00fq
'
-TP-1 I 4 X -88J� LOCUS MAP
/ SHE 251 a) NOT TO SCALE
STRIPOUT r,• T---'t7h 8.0,E �I'' l o
SEE NOTE 11
I it-mt =M l l edge'o{
r'_ _IT---7--
4 " GENERAL NOTES:
P OP. .A.S
�r_--s--t o
�r-`-L-- --1 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
81,53", o BOARD OF HEALTH AND THE DESIGN ENGINEER.
\ PATIO 82,00 h 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
Benchmark Set o o - OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
Top of Sono tube(orange) X 79,52 % N ZN LOCAL RULES SAND REGULATIONS.
EL.=80.74 (Assumed) ECK 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
__ _ TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
:a 80y�i9 r-- �\ DESIGN ENGINEER.
w
a `BCD 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
00 O ;o O 0 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
O O Ex�ST�NG O p
O p r p p 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
1 r` o :o 0 HOUSE (#68) o
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
rr fOF=82.48f' 81-06 ao THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
Z ;�� fn HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
/• 80.58
! CL_"Q_ '� 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
Ix 80.07 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES.
-- '� �• � ' 10. IT SHALL BE- THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
Stone,
Lot' 129 _ ____--Dritone THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
y /' CONSTRUCTION.
MAP t10 'I 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
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
PARCEL O "Y 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.
N 03'00'00" .E I 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
\_. IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
A 75,87 ^a
__-_1� OWNER OF RECORD
�9 " Edge of pavement ER 74t CONNOLLY, CAROL A
9 P 74,16 68 HUCKLEBERRY LANE
Ag t 0 �P��� �F Mgss9o� MARSTONS MILLS, MA 02648
HU CKL EBERR Y LANE o PETER T. PROPOSED SEPTIC SYSTEM UPGRADE PLAN
M EE
CINVIL 68 HUCKLEBERRY LANE, MARSTONS MILLS, MA
No. 35109 Prepared for: D. A. Brown, Inc., P.0 Box 145, Centerville, MA 02632
o
RfGISTE �Q Engineering by: SCALE DRAWN JOB. NO.
Engineering Works, Inc. 1"=20' P.T.M. 166-09
12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 7/25/09 P.T.M. 1 Of 2
NOTE: TO PREVENT BREAKOUT, THE PROPOSED '
FINISH GRADE ;SHALL NOT BE < EL:77.33
FOR A DISTANCE OF 15' AROUND THE t
PERIMETER OF.THE S.A.S.
SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. 21" 5-4" POLYSEAL OUTLETS �. .
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT 2" 2" 1-4" POLYSEAL INLETS
T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE
EXISTING7
F.G. EL: 80.3(MAX.)
F.G. EL.=80.2t F.G. EL: 80.Ot
MAINTAIN 2% GRADE (MIN.) OVER S.A.S. cv • 0 0
N
' INSPECTION 00
® S=1% (MIN.) ® S=18((MXN) PORT
4"SCH40 PVC 4"SCH40 PVC
6.. ,
10.I e" 11.3" TO - 04 Top View Section
14" D-BOX
EXISTING 48" UOUID INVERT
LEVEL ADD INV.=77.27 PROPOSED INV.=77.10 4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25.0'
GAS BAFFLE
INV.=77.87t D-BOX INV.=76.94 SOIL ABSORPTION SYSTEM (PROFILE)
EXISTING 4 OUTLETS (MIN.)
EXISTING SEPTIC TANK ESTABLISH VEGETATIVE COVER
BACKFlLL WITH"ftEAN NATIVE OR 75"
PERC SAND TO TOP OF CHAMBERS
NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE BREAKOUT EL.=TOP EL. :•.:;•••:' ";,'''1: ,•,:..;.:`•;
ON A MECHANICALLY COMPACTED SIX INCH CRUSHED TOP ELEV.=77.33
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). INV. ELEV.=76.94 FILTER
UNITS
C
2) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM ELEV.=76.00 (RECOMMENDED) wm
3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 2.8
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL.
4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 5 MIN. ABOVE BOTTOM 76" -
INVERTS PRIOR TO CONSTRUCTION. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3'
EXISTING SUITABLE PROFILE
NO GROUNDWATER, EL=68.7 z MATERIAL
SEPTIC SYSTEM PROFILE 4 ROWS RA 16"ON BETWEEN
ADS BIODIFF & N UNITS WITH
NO SEPARATION BETWEEN 'EACH ROW & NO STONE
TYPICAL SECTION 16"
N.T.S. N r.a 11.2"
SOIL LOG �-----34 --�
DESIGN CRITERIA DATE: JULY 22, 2009 (REF#12,637) SECTION END CAP
SOIL EVALUATOR: PETER McENTEE PE(SE#1542)
DECK WITNESS: DAVID STANTON R.S. 16"" HIGH CAPACITY (H-20) BIODIFFUSER UNIT
NUMBER OF BEDROOMS: 3 BEDROOMS 1� M �� HEALTH AGENT
SOIL TEXTURAL CLASS: CLASS 1 �`�2' 66.9, N- � ELEV. TP=A ,IDEPTH ELEV. TP-2 DEPTH
cv MODEL 16" HICAP
/ 89. \�S, 80.2 A 80.2 A LENGTH 76"
DESIGN PERCOLATION RATE: <2 MIN IN A �") 0 0 NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT
DAILY FLOW: 330 G.P.D. - _ SANDY.LOAM SANDY LOAM TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
T 10YR 3/3 10YR 3/3 EFFECTIVE LENGTH 75 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
DESIGN FLOW: 330 G.P.D. , '. 78.7 18 78.7 18"
PROPOSED �' SIDE WALL HEIGHT 11.2"
GARBAGE GRINDER: NO
$,A,$, �� SANDY LOAM SANDY LOAM OVERALL HEIGHT 16"
LEACHING AREA REQUIRED: (330) = 445.9 S.F. gyp), ____ �1 10YR 5/6 10YR 5/6 4640 TRUEMAN BLVD
75.7 54" •75.7 54' OVERALL WIDTH 34"
74 1 --25..0.' C1 C1 13.6 CF ® HILLIARD, OHIO 43026
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY SILT'LOAM SILT LOAM CAPACITY
PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED (UNSUITABLE) (UNSUITABLE) (101.7 GAL) - ADvANcED DRAINAGE SYSTEMS, INC.
2.5Y 5/3 2.5Y 5/3 72.7 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
�� 90" 72.7 90"
USE 4 ROWS OF 4 - 16 (H-20) ADS BIODIFFUSER UNITS C2 IL C2
W/ NO STONE FOR AN S.A.S. WITH DIMENSIONS 11.3' x 25.0' M-C SAND M-C SAND 68 HUCKLEBERRY LANE, MARSTONS MILLS, MA
(HIGH CAPACITY INFILTRATORS MAY BE SUBSTITUTED) 2.5Y 6/4 2.5Y 6/4 Prepared for: D. A. Brown, Inc., P.0 Box 145, Centerville, MA 02632
SIDEWALL AREA: NOT APPLICABLE SAMPLED FOR. _ -
S.A S LAYOUT 5` SIEVE"ANALYSIS Engineering by: SCALE DRAWN JOB. NO.
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) 138' 68.7 138"470.0 SF Engineering Works, Inc. NTS P.T.M. 166-09
16 UNITS x 6.25 LF x 4.7 SF/LF = g 9
• t SIEVE ANALYSIS RESULTS: 'GLASS I SOILS {SEE ATTACHED) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
DESIGN FLOW PROVIDED: 0.74 x 470 = 347.8 GPD .* NO GROUNDWATER ENCOUNTERED (508) 477-5313 7/25/09 P.T.M. 2 Of 2