HomeMy WebLinkAbout0021 QUAKER ROAD - Health 17 Quaker Road
Hyannis
A= 3,10-304
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No. ' Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTSP1
2ppYlLat1011 for MIBpDsaY 6p9tPlU COI1SrCUPtI0I1 pPririlt
Application for a Permit to C r (F e ) Upgrade( ) Abandon( ) ❑Complete System ❑Ind. Mdual Components
Location Address or Lot No. 0,1 d 3 i< t"1 a.A4t Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel G n�� ��(`/',u1 Si`a'
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
�� 3o�x �e3 � 2�'y �✓en�e� ►�,wy
Type of Building:
Dwelling No.of Bedrooms Lot Size Z � 1 ¢ sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( Cafeteria( )
Other Fixtures
Design Flow(min.required) L/L gpd Design flow provided Y4,1 2 gpd
Plan Date /a—/U" Z C,E® Number of sheets Revision Date
Title -7 0- V)4� tty
Size of Septic Tank r_X, rAj /ac, o sw— /OVQ Type of S.A.S. L S 1^Uu Ct
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected: 0
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 his Board of Health.
ig a Date
1a - 13 - b ,s
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
--------------------------------------------------------
t
r► 4 !
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Enteredincomputer: J
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS "'Yes
Iapplication for Disposal Opstem Construction permit
Application for a Permit to C - ( ) Upgrade( .:) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. t 4 Z3 11c"a t'1 a LJALe r• nq Owner's Name,Address,and Tel.No.
11t C1 (�Jin�rj�ov fir.
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No.C Designer's Name,Address,and Tel.No: S C Cy)i�,�, t
'QU P.�cTic 7b3 Z8��1 �d'�nbervt 11Ta,r r
01 w03,r.(,w
Type of Building:
Dwelling No.of Bedrooms �( Lot Size �, 1 I'6 sq.ft. Garbage Grinder( )
Other Type of Building �U A i e s( No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) kq 0 gpd Design flow provided gpd
Plan Date �—�p`� 2 y/O Number of sheets Revision Date
- Title a
_ Size of Septic Tank C*,Sri,y 1 n Te 0 Vj Type of S.A.S. Z S ri1 t s
Description of Soil Nature of Repairs or Alterations(Answer when applicable)
+✓
i
! Date last inspected: .2 0/O
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 his Board of Health.
H,. ig a Al �' Date I a -- t 3 _ u 1,
F f�
j Application Approved by Date
Application Disapproved by Date
for the following reasons
,t
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(A Upgraded( )
Abandoned( )by C AQte�d'%a.e 0K 1-U- Q e 5 L L L
at 17 Cl✓N4,r 6 At) 1�yt r,,..;' has been constructed in ac ce
with the provisions of Title 5 and the for Disposal System Construction Permit No. O ated
Installer C N Q,�>,cL Designer -S . C .
#bedrooms L� Approved design flow n y�(� gpd
The issuance of this VermiJshall not be construed as a guarantee that the system will iun t•onlas designe .
Date ll ,j o Inspector d !
� 1
No. Fee
'i THE COMMONWEALTH OF MASSACHUSETTS
k PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal *pstem Construction 131ermit
Permission is hereby granted to Construct( ) Repair O Upgrade( ) Abandon( )
System located at 1
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 mr be co pleted within three years of the date of this permit. f
Date Approved by,
Town of Barnstable
Regulatory Services
Thomas F" Geller, Director
''nARNSTAB11, PubliC .Health. Division
\MAM
En "' Thomas McKean, Director
200 Main Street, Hyannis, MA 0260*1
I
t71'ficc": 5:)8-8r,'+.,.T644 i'a�; 501 'YSrt c u 1
- - i
Date: I ~1�> 1 a _ Sewage Permit# , _ Assessor's Map/1"arcel
Installer & Desig_ner Certification Form
Designer: ,S_(.__._._�`�:�:ta.69Nii�� Tn(, Installer: 1�G1��u.tc�tclF_ LY11er�c+s-�� �
_. . ... -ci .e---....._......_...----�—_
Adclresy, C ccv, ,_c _J_it ! w ' -._.....,. Address,
c=.as� Oar.+rer,��r H� ol .!h - _ ,.._...- -- �.�.._..,�.........
(:)n .--..............._....._..__.._....---...__......_..._.,. ,..,.................._...............-..._-...........---.......--------
--- was issued a permit to ilstali a
idtrti») (installer)
f
Septic sv,te:m at 21 7.?, (,.UQjcer (,OctG �„i��, �'/ 0u"'kt, � based on a dosign drawn by
_................_..- -- -..._....._...._.___.__........... ----- -....... --
('address)
:SL L o �,)cet(A,5 Tyl dated Ue rt, 2,cI
I certify that the: septic system retere:nced above was installed SUbslantially accordiol; to
the design, which may include minor approved changes such as lateral relocation of the
distribution box rated/or septic tank. Stripout (if required) was inspected and the' Soils
w= found satisfactory.
Lotter ththat
i!)the
lale ail`relocation`otrd C SAS enced lor anvvertical installed
relocationntRl��{n�f�tt nlpli (.i.)t
Y par)c:nt
Of the septic system) but in accordance with State & Local Regulations. Plain revision m-
certitied as-huilt by desiL;ncr to follow. Stripout (if req rishected and the;" soiIs
were; found satislIKA01'y- I � OF4,��
a
llns,t.aller 5ignaturC) NO
signer Si gn:3tiar {Ar ix csi}, e s }np Here)
PLEASE RE�I URN `I O BARNSTABLF PUBLIC I-I'EALTH DIVISION. CERTIFICATE.
0 MI'IAANCE WILL NOT UR ISSUED UNTIL L;�)'� 't'iIS FORM AND AS
13t!II�"I' PU
C�I2.1) ARIA:, RECEIVED
I3Y THE BARNSTABLI!; I3I..IC III?,ALTH DIVV�0N_
Z0 'd 2-920 zZZ 80S !DNI2133NIDN33r WO V0: 0T 0TOZ-9T-03a
oil Commonwealth of Massachusetts
W Title 5 Official Inspection Fora j
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
°M 17 Quaker Road, AKA 21-23 Quaker Road
Property Address
Claudio Netto
Owner Owner's Name i
information is Hyannis, Barnstable MA 02601 11/23/2010
required for every y � �
page. City/Town State Zip Code Date of Inspecti n
I
Inspection results must be submitted on this form. Inspection forms may not be altered in any
way.
Important:When A. Genera8 Information
filling out forms
on the computer, I
use only the tab 1. Inspector:
key to move your V
cursor-do not
Brian K. Tilton
use the return Name of Inspector
Y
The Building Inspector of Cape Cod
Company Name "
PO Box 307
Company Address
Eastham MA 02642
City/Town State Zip Code
508-255-9343 S14392
Telephone Number License Number
B. Certification
I certify that I have personally inspected the sewage disposal system at this address and th t the
information reported below is true, accurate and complete as of the time of the inspection. The inspection
was performed based on my training and experience in the proper function and rriaintenancj of 0`r;ite
sewage disposal systems. I am a DEP approved system inspector pursuant to Sectiom-15i.340'bf
Title 5(310 CMR 15.000). The system:
❑ Passes ❑ Conditionally Passes =NFail
s
❑ Needs Further Evaluation by the Local Approving Authority
11/23/2010
' Inspector's Signature Date
The system inspector shall submit a copy of this inspection report to the Approving Authority (Board
of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or
has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the
report to the appropriate regional office of the DEP. The original should be sent to the system owner
and copies sent to the buyer, if applicable, and the approving authority.
****This report only describes conditions at the time of inspection and under the conditions of use
at that time. This inspection does not address how the system will perform in the future under
the same or different conditions of use. I
L/
17 Quaker Road t5insp•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disp sal System•P ge 1 Iof 15
Commonwealth of Massachusetts
L Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
M '5 17 Quaker Road, AKA 21-23 Quaker Road
Property Address
Claudio Netto
Owner Owner's Name
information is Hyannis, Barnstable MA 02601 11/23/2010
required for every �_ "
page. Cit; l-avr State Zip Code Date of Inspection
1)a Spster.a Information (coat.)
Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties
to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet.
Locate where public water supply enters the building.
DRIVENVAY
DRIVEWAY
DUP LEX.
A B
PA IO
o o 0
1,000 CST
NOT TO SCALE.
SLOPE
A1=43' B1_23' A3=55' BY 191
A2=48'B2=20' A4=63- B4-=24'
17 Quaker Road t5insp•03108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 15
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
_ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
o^M 17 Quaker Road, AKA 21-23 Quaker Road
Property Address.
Claudio Netto
Owner Owner's Name
information is required for every Hyannis, Barnstable MA 02601 11/23/2010
page. City/Town State Zip Code Date of Inspection
B. Certification (cont.)
Inspection Summary: Check A,B,C,D or E/always complete all of Section D
A) System Passes:
❑ I have not found any information which indicates that any of the failure criteria described
in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are
indicated below.
Comments:
13) System Conditionally Passes:
❑ One or more system components as described in the "Conditional Pass" section need to be
replaced or repaired. The system, upon completion of the replacement or repair, as approved by
the Board of Health, will pass.
Answer yes, no or not determined (Y, N, ND) in the ❑ for the following statements. If"not
determined," please explain.
❑ The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is
structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent.
System will pass inspection if the existing tank is replaced with a complying septic tank as
approved by the Board of Health.
*A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate
of Compliance indicating that the tank is less than 20 years old is available.
ND Explain:
Observation of sewage backup or break out or high static water level in the distribution box due
to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will
pass inspection if(with approval of Board of Health):
❑ broken pipe(s) are replaced
❑ obstruction is removed
17 Quaker Road t5insp•03l08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 15
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
M 17 Quaker Road, AKA 21-23 Quaker Road
Property Address
Claudio Netto
Owner Owner's Name
information is required for every Hyannis, Barnstable MA 02601 11/23/2010
page. City/Town State Zip Code Date of Inspection
S. Certification (cunt.)
B) System Conditionally Passes (cont.):
❑ distribution box is leveled or replaced
ND Explain:
i
❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The
system will pass inspection if(with approval of the Board of Health):
❑ broken pipe(s) are replaced
❑ obstruction is removed
ND Explain:
i
i
I
C) Further Evaluation is Required by the Board of Health:
❑ Conditions exist which require further evaluation by the Board of Health in order to determine if
the.systern is failing to protect public health, safety or the environment.
1. System will pass unless Board of Health determines in accordance with 310 CMR
15.303(1)(b)that the system is not functioning in a manner which will protect public health,
safety and the environment:
❑ 'Cesspool or privy is within 50 feet of a surface water
Cesspool or privy is within 50 feet of a bordering vegetated wetland or allsalt marsh
1
2. System will fail unless the Board of Health (and Public Water Supplier, it any)
determines that the system is functioning in a manner that protects the public health,
safety and environment: j
❑ The system has a septic tank and soil absorption system (SAS) and the I'SAS is within
100 feet of a surface water supply or tributary to a surface water supply.
❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water
supply.
❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water
supply well
17 Quaker Road t5insp•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 15
i .
I
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
° M 17 Quaker Road, AKA 21-23 Quaker Road
Property Address
Claudio Netto
Owner Owner's Name
information is required for every Hyannis, Barnstable MA 02601 11/23/2010
page. City/Town State Zip Code Date of Inspection
E. Certification (cunt.)
C) Further Evaluation is Required by the Board of Health (conL):
❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or
more from a private water supply well".
Method used to determine distance:
'* This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform
bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or
less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be
attached to this form.
3. Other:
D) System Failure Criteria Applicable to All Systems:
You must indicate "Yes" or"No"to each of the following for all inspections:
Yes No
® ❑ Backup of sewage into facility or system component due to overloaded or
clogged SAS or cesspool
❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters
due to an overloaded or clogged SAS or cesspool
z n Static liquid level in the distribution box above outlet invert due to an overloaded
or clogged SAS or cesspool
z U- Liquid depth in cesspool is less than 6" below invert or available volume is less
than '/z day flow
❑ Required pumping more than 4 times in the last year NOT due to clogged or
obstructed pipe(s). Number of times pumped:
❑ Any portion or the SAS, cesspool or privy is below high ground water elevation.
❑ E Any portion of cesspool or privy is within 100 feet of a surface water supply or
tributary to a surface water supply.
17 Quaker Road t5insp-OX08 Title 5 Official Inspection Form:Subsurface Sewage Dispcsal System•Page 4 of 15
Commonwealth of Massachusetts
w Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
4.117 Quaker Road, AKA 21-23 Quaker Road
Property Address
Claudio Netto
Owner Owner's Name
information is required for every Hyannis, Barnstable MA 02601 11/23/2010
page. City)Town State Zip Code Date of Inspection
Eld. Certification (cont.)
D) System Failure Criteria Applicable to All Systems (cont.):
Yes No
❑ Any portion of a cesspool or privy is within a Zone 1 of a public well.
❑ I Any portion of a cesspool or privy is within 50 feet of a private water supply well.
❑ ❑ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet
from a private water supply well with no acceptable water quality analysis. [This
system passes if the well water analysis, performed at a DEP certified
laboratory,for fecal coliform bacteria indicates absent and the presence
of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,
provided that no other failure criteria are triggered. A copy of the analysis
and chain of custody must be attached to this form.]
❑ IZ The system is a cesspool serving a facility with a design flow of 2000gpd-
10,000gpd.
❑ The system fails. I have determined that one or more of the above failure
criteria exist as described in 310 CMR 15.303, therefore the system fails. The
system owner should contact the Board of Health to determine what will be
necessary to correct the failure.
E) Large Systems: To be considered a large system the system must serve a facility with a
design flow of 10,000 gpd to 15,000 gpd.
For large systems, you must indicate either"yes" or"no" to each of the following, in -addition to the
questions in Section D.
Yes No
❑ ® the system is within 400 feet of a surface drinking water supply
❑ ® the system is within 200 feet of a tributary to a surface drinking water supply
❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection
Area— IWPA) or a mapped Zone II of a public water supply well
if you have answered "yes" to any question in Section E the system is considered a significant threat,
or answered "yes" in Section D above the large system has failed. The owner or operator of any large
system considered a significant threat under Section E or failed under Section D shall upgrade the
system in accordance with 310 CMR 15.304. The system owner should contact the appropriate
regional office of the Department.
17 Quaker Road t5insp•03/08 Title 5 Official Inspection Form:Subsurface Sewage Dia;osal System•Page 5 of 15
Commonwealth of Massachusetts
F Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
^M 17 Quaker Road, AKA 21-23 Quaker Road
Property Address
Claudio Netto
Owner Owner's Name
information is required for every Hyannis, Barnstable MA 02601 11/23/2010
_
page. City/Town State Zip Code Date of Inspection
C. Checklist
("heck if the following have been done. You must indicate"yes" or"no" as to each of the following:
Yes No
® ❑ Pumping information was provided by the owner, occupant, or Board of Health
❑ Were any of the system components pumped out in the previous two weeks?
® ❑ Has the system received normal flows in the previous two week period?
❑ ® Have large volumes of water been introduced to the system recently or as part of
this inspection?
,� ❑ Were as built plans of the system obtained and examined? (If they were not
available note as N/A)
N ❑ Was the facility or dwelling inspected for signs of sewage back up?
E n Was the site inspected for signs of break out?
0 ❑ Were all system components, excluding the SAS, located on site?
f�l Were the septic tank manholes uncovered, opened, and the interior of the tank
inspected for the condition of the baffles or tees, material of construction,
dimensions, depth of liquid, depth of sludge and depth of scum?
1Z ❑ Was the facility owner(and occupants if different from owner) provided with
information on the proper maintenance of subsurface sewage disposal systems?
The size and location of the Soil Absorption System (SAS) on the site has
been determined based on:
Existing information. For example, a plan at the Board of Health.
® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue
approximation of distance is unacceptable) (310 CMR 15.302(5)]
17 Quaker Road t5insp•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 15
f
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
° M 17 Quaker Road, AKA 21-23 Quaker Road
Property Address
Claudio Netto
Owner Owner's Name
information is Hyannis, Barnstable MA 02601 11/23/2010
required for every H y _
page. City/T own State Zip Code Date of Inspection
0 System Mohr tion
Residential Flow Conditions:
Number of bedrooms (design): 4 Number of bedrooms (actual): 4
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440
Number of current residents: 5
Ekes residence have a garbage grinder? ❑ Yes ® No
Is laUndry on a separate,sewage system? [if yes separate inspection required] ❑ Yes ® No
Laundry system inspected? ❑ Yes ® No
Seasonal use'? ❑ Yes ® No
Water meter readings, if available last 2 ears usage d '08= 294 GPD,
9 ( y g (gpd)): '09= 249 GPD
Sump pump'? 0 Yes ® No
Last date of occupancy: Current
Date
Commercial/Industrial Flow Conditions:
.Type of Establishment: N/A
Design flow(based on 310 CMR 15.203):
Gallons per day(gpd)
Basis of design flow(seats/persons/sq.ft., etc.):
Grease trap present? ] Yes ❑ No
Industrial waste holding tank present? ❑ Yes ❑ No
Non-sanitary ayaste discharged to the Title 5 system? ❑ Yes ❑ No
'Water meter readings if available:
Last date of occupancy/use: Date
Other(describe):
17 Quaker Road t5insp-03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 15
Commonwealth of Massachusetts
w Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
°M 17 Quaker Road, AKA 21-23 Quaker Road
Property Address
Claudio Netto
Owner Owner's Name
information is MA 02601 Hyannis, Barnstable 11/23/2010
required for every �_ _
page. City/Town State Zip Code Date of Inspection
D. System h for]° ation (cons.)
(General Information
Pumping Records:
Source of information: Owner
Was system pumped as part of the inspection? ❑ Yes ® No
If yes, volume pumped: gallons
How was quantity pumped determined?
!'season for pumping:
Type of System:
X Septic tank, distribution box, soil absorption system
❑ Single cesspool
❑ Overflow cesspool
❑ Privy
Shared system (yes or no) (if yes, attach previous inspection records, if any)
❑ Innovative/Alternative technology. Attach a copy of the current operation and
maintenance contract(to be obtained from system owner) and a copy of latest
inspection of the I/A system by system operator under contract
Tight tank. Attach a copy of the DEP approval.
]❑ Other(describe):
Approximate age of all components, date installed (if known) and source of informaton:
Unknown with]each field replaced in '713/ 1996
Were sewage odors detected when arriving at the site? ❑ Yes No
17 Quaker Road t5insp•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 15
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
^M 17 Quaker Road, AKA 21-23 Quaker Road
Property Address
Claudio Netto
Owner Owner's Name
information is required for every Hyannis, Barnstable MA 02601 11/23/2010
page. Cityrrcwn State Zip Code Date of Inspection
D. System informat un (Cont.)
Building Sewer(locate on site plan):
2'
Depth below grade: feet
Material of construction:
[] cast iron g40 RVt;, ❑ other(explain):
Distance from private wa er-supply well or suction line:
feet
Comments (on condition of joints, venting, evidence of leakage, etc.):
Septic Tarok (locate on site plan):
Depth below grade: 1.5'
feet
Material of construction.
econcrete ❑ Metal ❑ fiberglass ❑ polyethylene ❑ other(explain)
'f tank is metal, list age: years
°s age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No
-------------------------------------------------- ---------------------- -----------------------------
Dimensions: 5'8°x8'6°x4'10"
Sludge depth:
10"
Distance from top of sludge to bottom of outlet tee or baffle
20"
2"
'Scum thickness —
Distance from top of scum to top of outlet tee or baffle Over invert
?distance from bottom of scum to bottom of outlet tee or baffle
14"
Accu-Sludge, Baffle Stick and
How were dimensions determined? Tape measure
17 Quaker Road t5insp•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 15
Commonwealth of Massachusetts
W Title 5 Official inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
°M 17 Quaker Road, AKA 21-23 Quaker Road
Property Address
Claudio Netto
Owner Owner's Name
information is required for every Hyannis, Barnstable MA 02601 11/23/2010
page. �;it1/�"lwr State Zip Code Date of Inspection
0. System Wormation (cunt.)
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
Tees in place, SAS failed. System needs to be repaired.
Grr ase'Trap (iocat,3 on site plan):
Depth below grade: N/A
feet
Material of construction:
❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain):
Dimensions:
Scum thickness
Distance from top of SCUM to top of outlet tee or baffle
Distance from bottom of scum to bottom of outlet tee or baffle
Date of last pumping: Date
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan):
Depth below grade: N/A
Material of construction:
( concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain):
17 Quaker Road t5insp•03foB Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 15
Commonwealth of Massachusetts
wTitle 5 Official inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
° M 17 Quaker Road, AKA 21-23 Quaker Road
Property Address
Claudio Netto
Owner Owner's Name
information is H annis Barnstable MA 02601 11/23/2010
required for every _�_—� _ _
page. City/Tcvin State Zip Code Date of Inspection
Flu System information (corit.)
Tight or Holding Tank(cont.)
Dimensions: N/A
Capacity:
gallons
Design Flow: gallons per day
Al&'rrn prese:it. ❑ Yes ❑ No
A!a.rrn level: -- Alarm in working order: ❑ Yes ❑ No
O,:tte of last pumping: Date
;�omrnents (condition of alarm and float switches, etc.):
*.Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No
I1istribution Box (if present must be opened) (locate on site plan):
Depth of liquid level above ot.ttlet invert
0"
Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any
evidence of leakage into or out of box, etc.):
U-box over filled with black staining from Anoxic bacteria due to clogged SAS
Pump Chamber(locate on site plan):
Rumps in working order: ❑ Yes ❑ No
Alarms in working order: ❑ Yes ❑ No
17 Quaker Road t5insp-m/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 15
Commonwealth of Massachuseft
wTitle 5 Official inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
° M 17 Quaker Road, AKA 21-23 Quaker Road
Property Address
Claudio Netto
Owner Owner's Name
information is required for every Hyannis, Barnstable MA 02601 11/23/2010
—
page. Cit✓!1'�w'l State Zip Code Date of Inspection
E1® Sys-tem 'Wormation (coat.)
Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.):
Soil Absorption System (SAS) (locate on site plan, excavation not required):
If�:AS not located, zxp'ain why:
Type:
leaching pits number:
teaching chambers number:
4
El leaching galleries number:
El leaching trenches number, length:
Ej leaching fields number, dimensions:
overflow cesspool number:
innovative/alternative system
Tyke/name of technology:
Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of
vegetation, etc.):
I_aiwn over top of 4 plastic infiltrators in series, saturated Clay soil in hydraulic failure, system needs to
be replaced.
17 Quaker Road t5insp•03i08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 15,
I
CommonwaeaBth of Massachusetts
L Title 5 Official inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
M
17 Quaker Road, AKA 21-23 Quaker Road
Property Address
Claudio Netto
Owner Owner's Name
information is required for every y annis, Barnstable MA 02601 11/23/2010
_.y _
page. C�v/;'-kvn State Zip Code Date of Inspection
D. 83;ysterrd Information (cunt.)
Cesspools (cesspool must be pumped as part of inspection) (locate on site plan):
Number and configuration N/A
Depth—top of liquid to inlet invert
Depth of solids layer
?d p':h of scum fay3:
Diniensions of'cesspool
Mat€trials of construction
Indic..,;ltion of(yrnundwater inflow ❑ Yes ❑ No
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
etc.):
Privy (locate on site plan.):
NIFiterials of construction: N/A
Dimensions
Depth of solids
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
eic.):
17 Quaker Road t5insp•m/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 15
Commonwealth of Massachuse is
wTitle 5 fficial Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
° M 17 Quaker Road, AKA 21-23 Quaker Road
Property Address
Claudio Netto
Owner Owner's Name
information is required for every �F{. annis, Barnstable MA 02601 11/23/2010
_
page. pity lewri State Zip Code Date of Inspection
U. System information (coat.)
Site Exam:
j Check Slope
Surface water
Check cellar
Shallow wr lls
L
1 -.tirnate�_l depth to high groundwater: Not calculated due to failure
feet
Please indicate all methods used to determine the high ground water elevation:
�] Obtained from system design plans on record
!f checked, date of design plan reviewed: Date
f� 0h2erved site (abutting property/observation hole within 150 feet of SAS)
Checked with local Board of Health -explain:
Checked Nvith local excavators, installers- (attach documentation)
El '\messed USOS database -explain:
You must describe how you established the high ground water elevation:
Not calculated due to failure, new perk tests are required and a soil evaluation is needed`
17 Quaker Road t5insp•03fO8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 15
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m d m
al
on Form
Subsurface Sewalge Disposal System Form - Not for Voluntary Assessments
17 Quaker Road, AKA 21-23 Quaker Road
Prope:t,v Address
-- --- ---- ---
Ci
OL.dlo Nette
Owner Owner's iNarne —--- --
information is
required for every, H.Yannis, Barnstable _ MA 02601 11/23/2010
page. State Zip Code Date of Inspection
�i.'. � Sliu dl!. ).l"n��s�ils�v.��iJ
tc:h Of Sev;!age Disposal System: 'rovide a sketch of the sewage disposal system including ties
-a at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet.
c cate where public water supply enters the building.
DRIVEWAY
DRIVEWAY
DUP EX
A B
FA 10
c 0
c 0
LPrZT
NOT TO SCALE
- SLOPE
A1=43' B1=23' A3=55' B3=19'
A2=48'B2=20' A4=65' 1]14=24'
17 Quaker Road t5insp•P:1,co Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 15
Town of Barnstable P# Z l
Departinent of Regulatory Services
> a Public Health Division Date
rF32 3 200 Main Street,Hyannis MA 02601
Date Scheduled_ f Time Fee Pd.
Soil Suitability Assessment for Sewage pisposal
Performed By: l r c4►�l `i�nenrZ F L C S�
Witnessed By: ✓, w., ;
LOCATION& GENERAL INFORMATION
Location Add;,s '7 Q,),,k f P / H
�C A �� Owner's Name (;i q v(�("U
Cl/23l s Address y li S�erti O4`e El iG✓10is
Assessor's Map/Parcel:/ 3 j0 0 y �e
3 Engineer's Name CNJ �^'�6& t-JG Fn-,nneeQnS,— C.
NEW CONSTRUCTION REPAIR Telephone# 508'273-0377
Land Use duV e X rescdrnklu( tku,@ltip,_ Slopes(%) /� Z
Surface Stones
Distances from: Open Water Body ft Possible Wet Area
ft Drinking Water Well ft
Drainage Way ft Property Line 7/D ft Other — ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes)
(
Ste 4 K�G�►eG� p�cdl
Parent material(geologic) I;UEunAA }�f 2 O S
Depth to Bedrock,
4 �I2O�
Depth to Groundwater Standing Water in Hole: 7(2b tri S� Weeping from Pit Foce b9s
Estimated Seasonal High Groundwater 7 120" 55
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: DtCeG� 6b52 uo�i
Depth Observed standing in obs.hole: >(26. in, Depth to Soil mottles: 17 f2 B in.
Depth to weeping from side of obs.hole: -2 i 2C in, Groundwater Adjustment .
Index Well# Reading Date: —... Index Well level -Adj.factor� Adj.Clrnundwnter Level,,;e
_.
Observation
PERCOLATION T +'ST Dgte 12-9 i0 Time it A/+
Hole# Time at 9" r
Depth of Perc 2 1 y2 Time at 6" �
Start Pre-soak Time @ l l-'2 A 4 Time(9"-6")
End Pre-soak l I 31 A d
Rate MinJlnch Z Z —
Site Suitability Assessment: Site Passed ✓ Site Failed: Additional Testing Needed(Y/N) 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:\.SEPTICIPERCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture .Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
CguLmtran-cy,%Gravel)
21- BY C-1 C S 2.5Ym -
/6 5-io�� 5r�''�� •
8y-120 C -2 M S 2� .5
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 en % rave
1 �S /V yr 5/C r, r
�j Y-(20 2 Yl s — /des e
C- Z. 5 � �/�
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) . Mottling (Structure,Stones,Boulders.
Consistency, GraveR
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Consistency, 1
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 pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? 5
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on r°-21 Qt1 (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,expertis and ex ience described in 3 10 CMR 15.017.
Signature - Date 12-10^/0
Q:ISEVnC%PERCFORM.DOC
TOP OF FOUNDATION = 50•3'± PROVIDE EXTENSION RISER INISH GRADE OVER D-BOX= 49.0'$ " °/° GENERAL N CST E S
WITH COVER OVER INLET& 4 SCHEDULE 40 PVC MIN. SLOPE 1 FINISHED GRADE OVER BIODIFFUSERS= 48.8 - 49•0 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
FINISH GRADE @ FND. EL.= 49.6'± OUTLET TO WITHIN 6"OF F.G.
REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. METHODS SMALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
(TYP OF 4) INSPECTION PORT WITH ACCESS BOX TO
F.G. OVER TANK EL.= 49.31± F.G. OVER 1,000 GAL. TANK EL.= 49,3' RISER TO WITHIN 6"OF FINISHED GRADE " CODE AND ANY APPLICABLE LOCAL RULES.
"�--- ---- -" 5"DIA. OUTLET(S) WITHIN 3 OF F.G. (ONE PER TRENCH) 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
9"MIN. t 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
3"7 36"MAX. 9"MIN. SYSTEM UNLESS OTHERWISE NOTED.
PROP. 4" 36"MAX. TOP OF SAS/B.O. = 46,00' 4
3"DROP MAX g" " 2"DROP MAX. SCH.40 PVC TO PREVENT BREAKOUT THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
- 2"DROP MIN SLOPE 1%min. 6" 3"DROP MAX.
�� (I 10" 3 9" SLOPE @ 1%min. PROVIDE WATERTIGHT ELEVATION =46.00' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
`46 '± 10„ JOINTS (TYP.) 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
14" 14" 4"PVC IN FROM THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
CONTRACTOR 48" I " "
SHALL VERIFY SIZE 46.1 O 48 , SEPTIC TANK 4 PVC OUT TO 1.33
AND CONDITION OF OUTLET LIQUID 745.93 0 LEACHING FACILITY (�,P ) n10.1"TYP
6"TYP 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM.
0.90,EXISTING TANK TE LEVEL OUTLET 12" 6" 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
I 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
CONTRACTOR F SHALL VERIFY GAS BAFFLE 45.87' MIN. 45.70' 45.57' �--44.67' (LAID FLAT) 2.875'(34.5")---I�--5.75' -I FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
CONDITION OF EXISTING TEES 6"CRUSHED STONE GAS BAFFLE
AND REPLACE AS NECESSARY C' OVER MECHANICALLY 6"CRUSHED STONE 5 0' (TYP.) NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
COMPACTED BASE OVER MECHANICALLY (TYP,) 11.50' AND DESIGN ENGINEER.
EXISTING COMPACTED BASE 5'MIN.
PROPOSED 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 70.00' ESTABLISHED
1 ,000 GALLON SEPTIC TANK 1 ,000 _SE_PT_IC TANK 5 OUTLET DISTRIBUTION BOX 40.0'(TYP FOR BOTH TRENCHES) ON A NAIL SET IN A TREE AS SHOWN ON PLAN.
TO BE INSTALLED ON A LEVEL STABLE
Length=8-3.5" Width- -5.5" Height=5'-7.5" BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.- < 39.00� 9. CONTRACTOR SMALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
5'
THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
PIPES TO BE LAID LEVEL. 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
EXISTING1 000 GALLO6 SEPTIC TANK CROSS SECTION VIEW BIODIFFUSER (PROFILE) BIODIFFUSER (END VIEW) TO THE DESIGN ENGINEER.
'CONTRACT-OR TO VERIFY EXISTING PROPOSED 000 GALLON SEPTIC I TANK 16 - ARC 36HC #3616 S DBIODIFFUSERS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT.
ELEVATION PRIOR TO ANY WORK & V 6 �-a` DISTRIBUTION BOX DETAIL
NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
_ .___.____ __ _-_-._.___ _.____ ____ __-_-_ ____.__-_ ___ _ __. REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
i u Jl TEST PIT DATA• APPROPRIATE AUTHORITY.
O PERC NO. 13158 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
a
INSPECTOR: David W. Stanton, R.S. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
♦ EVALUATOR: Michael Pimentel, E.I.T. THEY SHALL WITHSTAND H-20 LOADING.
r • 0$ C.S.E.APPROVAL DATE: Oct. 27, 1999 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
• DATE: December 9, 2010
ZONE 2 • 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
MAP 31 O TEST PIT#: 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
c - - ELEV TOP 49.00'
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
-- '" =
PARCEL 306 FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
• • ELEV WATER= < 39.00 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
u.
PERC RATE_ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
j 16. PROPOSED PROJECT IS LOCATED WITHIN:
PROPOSED 1,000 GALLON SEPTIC TANK • DEPTH OF PERC= 24"-42"
ASSESSOR'S MAP 310 PARCEL 304
EXIST. 1,000 GAL. SEPTIC TANK TO BE +� LOCUS TEXTURAL CLASS: 1
I / UTILIZED AS PART OF THIS DESIGN ) z ! OWNER OF RECORD: CLAUDIO NETTO
MAP 292 Q ADDRESS: 9 WINDSHORE DRIVE
PARCEL 185 (� / NT s"4g'40"W 1 ' a 0" 49.00' HYANNIS MA 02601
MAP 310 49,, 155.9p _ ''' Fill
o - f w - 1 a : * 6" 48.50'
N EXIST. °` >- Loam Sand FEMA FLOOD ZONE C
xo PARCEL 304 / _ i- = g y COMMUNITY PANEL# 250005 0005 C
^� 23,166S.F.± SHED _47 j ' �Z 10Yr5/8
24" �t 47.00' 17. DEED REFERENCE: LAND COURT CERTIFICATE#158657
���lddd Perk : . 18. PLAN REFERENCE: L.C. PLAN NO. 21173-F
a N 42" 45.50'
PROPOSED TOTAL 16 ARC 36HC 4 / 1 0 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
9- _
BIODIFFUSERS (8 BIODIFFUSERS 11� Coarse Sand 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
EACH TRENCH) PAVED DR�' a N C-1 2.5Y 6/6 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
VE
wAY I cU p (5-10/°gravel) FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
TREE (TYP) V I 3 I Q
x 49`
0 O
PROP. D-BOX O #EXISTING#17) �0� "' ` 1 84" 42.00
/ � .-� ��V �� I �
PROPOSED INSPECTION PORT WITH TP 2 9� W 2-BEDROOM / O Medium Sand
ACCESS BOX TO GRADE (TYP OF 2) 17�4, -�'0 DWELLING
LOCUS PLAN
� a
C-2
TOF = 50.3'± -� °' �Q 2.5Y 6/6
�
/ (loose)
O J " VO ��� I I SCALE: 1"= 1000'
#21 aka#17 120" 39.00,
O )(
/rn w ' 1
MAP 292 a ' � EXISTING \� � ! No Mottling, Standing or Weeping Observed
C,jcn \ TP 1
2-BEDROOM
PARCEL187 ,, 0' zs3, DWELLING �Ati,� DESK DATA TEST PIT DATA
49.7 LEGEND
\ TOF = 50.3'± I PERC NO. 13158
Vc9 INSPECTOR: David W. Stanton, R.S.
�✓ NUMBER OF BEDROOMS(DESIGN) 4 EVALUATOR: Michael Pimentel, E.I.T.
EXISTING SPOT GRADE
1 !o q�k
DESIGN FLOW 110 GAUDAY/BEDROOM _
o �49 P TOTAL DESIGN FLOW 440 GAUDAY C.S.E.APPROVAL DATE: Oct. 27, 1999 - 50 - - EXISTING CONTOUR
Benchmark i gVED pR�V / DATE: December 9, 2010 50 PROPOSED CONTOUR
Nail Set in Tree ° EXIST. DISTRIBUTION / Fwq y \ DESIGN FLOW X 200 % = 880 GAUDAY
Elev. =50.00' /// SOX TO BE ABANDONED / TEST PIT#: 1
Elev. =. M.S.L. ( / USE EXISTING 1,000 GALLON SEPTIC TANK(48 HRS. DETENTION) ELEV TOP: 49.00' U/H/W EXISTING OVERHEAD UTILITIES
ApprEXIST. LEACHING SYSTEM / USE PROPOSED 1,000 GALLON SEPTIC TANK(24 HRS. DETENTION) GAS ------ EXISTING GAS LINE
ELEV WATER= <39.00
?.,Y\ TO BE ABANDONED / ^ / PERC RATE = W W-- _ EXISTING WATER LINE
90 \�.
gss9'0 �\ Fti / �ti INSTALL 16 - ARC 36HC (#361613D) BIODIFFUSERS DEPTH OF PERC= TEST PIT LOCATION
SWING-TIES SCALE: 1"=20' \ �� / SYSTEM CAPACITY TEXTURAL CLASS: 1 FO
O 0
EXISTING 1,000 GALLON SEPTIC TANK
DESCRIPTION HC-1 HC-2 \�� �/
MAP 292 \� �� // (TOTAL L.F. OF BIODIFFUSERS)(7.8 SF/LF)(0.74 GPD/SQ.FT.)= GPD O O PROPOSED 1,000 GALLON SEPTIC TANK
SEPTIC COVER IN (1) 52.8' 29.6' \ (80.0')(7.8 SF/LF)(0.74 GAUSQ.FT.)= 461.2 GAL. LEACHING/DAY 0" 49.00'
PARCEL 17-02 '�\ / ` Fill PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
SEPTIC COVER OUT(2) 49.2' 31.4' 4r1 / 6" 48.50'
BIODIFFUSER CORNER(3) 62.5' 37.T _1 TOTALS: B Loamy Sand PROPOSED DISTRIBUTION BOX
10Yr 5/8
BIODIFFUSER CORNER(4) 56.6' 42.2' �\ TOTAL NUMBER OF BIODIFFUSERS: 16 24" 47.00' PROPOSED ARC 36HC(#3616BD) BIODIFFUSER
TOTAL NUMBER OF COUPLINGS: 0
BIODIFFUSER CORNER(5) 94.2' 79.3' / TOTAL LEACHING AREA: 624.0 SQ.FT. REV. DATE BY APP'D. DESCRIPTION
BIODIFFUSER CORNER(6) 97.8' 77.0' �� TOTAL LEACHING CAPACITY: 461.2 GAL./DAY Coarse Sand _---��- --- - _ _
PROPOSED SEPTIC SYSTEM UPGRADE
C-1 2.5Y 6/6
(5-10%gravel) PREPARED FOR:
HCA NOTE: CAPEWIDE ENTERPRISES
EFFECTIVE LEACHING AREA OF 7.80 SF/LF OBTAINED FROM THE LOCATED AT
DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER 84" 42.00'
"MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO 21 & 23 QUAKER ROAD
#23 (aka#17) ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003(LAST
EXISTING MODIFIED FEBRUARY 18, 2010). TRANSMITTAL NUMBER=W000052. C-2 Medium Sand (A.K.A. 17 QUAKER ROAD)
2-BEDROOM 2.5Y 6/6 HYANNIS, MA
(5 4) DWELLING (loose) - -_-------- __-----------
-"---40A' TOF = 50.3'± ISCALE: 1 INCH = 20 FT. DATE: December 10, 2010
CONSTRUCTION NOTES: 120" 39.00'
0 10 20 40 80 FEET
No Mottling, Standing or Weeping Observed
'n 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP
77T1 #21 (aka#17} PREPARED BY:
EXISTING
EDGE OF EACH SEPTIC SYSTEM COMPONENT.
(6 3) JC ENGINEERING, INC.
2-BEDROOM RESERVED FOR BOARD OF HEALTH USE JOHN L.
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE Chu C JR.
L ;
DWELLING � 2854 CRANBERRY HIGHWAY
TOF = 50.3'± LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE N 41807 EAST WAREHAM, MA 02538
CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. sT
HC-2 SITE PLAN REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS �, -% 5O$.273.0377
ARE NOT CONSISTENT WITH TEST PIT DATA. r - - - - -
SCALE: 1"=20' Drawn By: MCP _ Designed By:MCP Checked By:JLC JOB No.1923