HomeMy WebLinkAbout0064 ELLIOTT ROAD - Health 64 Elliott Rd.
Centerville
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No. 42101/3 ®RA
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COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
TITLE 5
OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM
PART A
CERTIFICATION
Property Address: 64 Elliott Road
Centerville, MA 02632
Owner's Name: Cynthia Eaton 2
Owner's Address:
Date of Inspection: August 11, 2005
Name of Inspector: (Please Print) James M. Ford
Company Name: James M. Ford t
Mailing Address: P.O.Box 49
Osterville,MA 02655-0049
Telephone Number: (508) 862-9400
CERTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposal system at this address and that the inforiration reported °=
below is true,accurate and complete as of the time of the inspection. The inspection was performedb;aced on my '�
training and experience in the proper function and maintenance of on site sewage disposal systems. am a DEP ua
approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system
✓ Passes
Conditionally Passes
Needs her Evaluation by the Local Approving Authority
Fails
Inspector's Signature: Date: August 13, 2005
The system inspector shall submit opy of this inspection report to the Approving Authority(Board of Health or
DEP)within 30 days of completing is inspection. If the system is a shared system or has a design flow of 1.0,000
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.
Notes and Comments
****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.
Title 5 Inspection Form 6/15/2000 page 1
Page 2 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE-DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 64 Elliott Road
Centerville, MA
Owner: Cynthia Eaton
Date of Inspection: Auzust 11, 2005
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:
B. 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
distribution box is leveled or replaced
ND explain:
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:
2
Page 3 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 64 Elliott Road
Centerville, MA
Owner: Cynthia Eaton
Date of Inspection: August 11, 2005
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 system
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 a salt marsh
2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the
system is functioning in a manner that protects the public health,safety and environment:
The system has a septic tank and soil absorption system(SAS)and the 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 I 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.
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 and volatile organic compounds indicates that the well is free from pollution from that facility 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:
3
Page 4 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 64 Elliott Road
Centerville, MA
Owner: Cynthia Eaton
Date of Inspection: August 11, 2005
D. System Failure Criteria applicable to all systems:
You must indicate either"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
✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or
cesspool
✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than 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 of the SAS, cesspool or privy is below high ground water elevation.
✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface
water supply.
1 .
✓ An portion of a cesspool
_ y p spool or privy is within a Zone 1 of a public well.
✓ 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 coliform bacteria and volatile organic compounds
indicates that the well is free from pollution from that facility 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.]
No (Yes/No)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 System:
To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd.
You must indicate either"yes"or"no"to each of the following:
(The following criteria apply to large systems in addition to the criteria above)
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.
4
Page 5 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 64 Elliott Road
Centerville, MA
Owner: Cynthia Eaton
Date of Inspection: August 11, 2005
Check 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)
✓ Was the facility or dwelling inspected for signs of sewage back up?
✓ Was the site inspected for signs of break out?
✓ _ Were all system components,excluding the SAS, located on site?
✓ _ 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?
✓ 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:
Yes No
✓ _ 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(3)(b)].
5
Page 6 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 64 Elliott Road
Centerville. MA
Owner: Cynthia Eaton
Date of Inspection: August 11, 2005
FLOW CONDITIONS
RESIDENTIAL
Number of bedrooms(design): 3 Number of bedrooms(actual): 3
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330
Number of current residents: 2
Does residence have a garbage grinder(yes or no): No
Is laundry on a separate sewage system(yes or no): n/a [if yes separate inspection required]
Laundry system inspected(yes or no): No
Seasonal use(yes or no): No
Water meter readings,if available(last 2 years usage(gpd)): Unavailable
Sump Pump(yes or no): No
Last date of occupancy: Currently occupied
C OMMERCIALANDUSTRIAL
Type of establishment:
Design flow(based on 310 CMR 15.203): spd
Basis of design flow(seats/persons/sgft,etc.):
Grease trap present(yes or no):
Industrial waste holding tank present(yes or no)
Non-sanitary waste discharged to the Title 5 system(yes or no):
Water meter readings,if available:
Last date of occupancy/use:
OTHER(describe):
GENERAL INFORMATION
Pumping Records
Source of information: Never pumped-per owner
Was system pumped as part of the inspection(yes or no): No
If yes,volume pumped: _gallons--How was quantity pumped determined?
Reason for pumping:
TYPE OF SYSTEM
✓ 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)
Tight Tank Attach a copy of the DEP approval
Other(describe):
Approximate age of all components,date installed(if known)and source of information:
Installed on 12128101 -per as built card
Were sewage odors detected when arriving at the site(yes or no): No
6
Page 7 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 64 Elliott Road
Centerville, MA
Owner: Cynthia Eaton
Date of Inspection: August 11, 2005
BUILDING SEWER(locate on site plan)
Depth below grade:
Materials of construction: _cast iron _40 PVC _other(explain):
Distance from private water supply well or suction line:
Comments (on condition of joints,venting,evidence of leakage,etc.):
SEPTIC TANK: ✓ (locate on site plan)
Depth below grade: 12"
Material of construction: ✓ concrete _metal _fiberglass _polyethylene
_other(explain)
If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of
certificate)
Dimensions: 1500 gal.
Sludge depth: 2"
Distance from top of sludge to bottom of outlet tee or baffle: 30"
Scum thickness: 3"
Distance from top of scum to top of outlet tee or baffle: 6"
Distance from bottom of scum to bottom of outlet tee or baffle: 10"
How were dimensions determined: Measurinfz stick
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 were present. The liquid level was even with the outlet invert. There did not appear to be any signs of IeakaQe.
GREASE TRAP: None (locate on site plan)
Depth below grade:
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:
Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,liquid levels
as related to outlet invert,evidence of leakage,etc.):
7
Page 8 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 64 Elliott Road
Centerville, MA
Owner: Cynthia Eaton
Date of Inspection: August 11, 2005
TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan)
Depth below grade:
Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain):
Dimensions:
Capacity: gallons
Design Flow: gallons/day
Alarm present(yes or no):
Alarm level: Alarm in working order(yes or no):
Date of last pumping:
Comments(condition of alarm and float switches,etc.):
DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan)
Depth of liquid level above outlet invert: Even
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.):
The D-box was level. No scum was present.
PUMP CHAMBER: None (locate on site plan)
Pumps in working order(yes or no):
Alarms in working order(yes or no)
Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.):
8
Page 9 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 64 Elliott Road
Centerville, MA
Owner: Cynthia Eaton
Date of Inspection: August 11, 2005
SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required)
If SAS not located explain why:
Type
leaching pits,number:.
✓ leaching chambers,number: 2-500 Qal, chambers- 12.8'x 25'(per as built card)
leaching galleries,number:
leaching trenches,number,length:
leaching fields,number,dimensions:
overflow cesspool,number:
Innovative/alternative system Type/name of technology:
Comments(note condition of soil,signs of hydraulic failure, level of ponding, damp soil,condition of vegetation,
etc.):
The leach field had 1"of liquid on the bottom. The scum line was at the same level There did not appear to be any signs of
failure.
CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan)
Number and configuration:
Depth-top of liquid to inlet invert:
Depth of solids layer:
Depth of scum layer:
Dimensions of cesspool:
Materials of construction:
Indication of groundwater inflow(yes or no):
Comments (note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.):
PRIVY: None (locate on site plan)
Materials of construction:
Dimensions:
Depth of solids:
Comments(note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation,etc.):
9
Page 10 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 64 Elliott Road
Centerville, MA
Owner: Cynthia Eaton
Date of Inspection: August 11, 2005
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.
0
A (3 s
13i s a O �,
3 yl as`°
33
S cla3 a9
10
Page 11 of 11
OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 64 Elliott Road
Centerville, MA
Owner: Cynthia Eaton
Date of Inspection: August 11, 2005
SITE EXAM
Slope
Surface water
Check cellar
Shallow wells
Estimated depth to ground water 30+/- feet
Please indicate(check)all methods used to determine the high ground water elevation:
Obtained from system design plans on record-If checked,date of design plan reviewed:
Observed site(abutting property/observation hole within 150 feet of SAS)
✓ Checked with local Board of Health-explain: topographic and water contours maps
Checked with local excavators, installers-(attach documentation)
Accessed USGS database-explain:
You must describe how you established the high ground water elevation:
Using Barnstable topographic and water contours maps the maps were showing approximately 30'+/-to ground water at this
site.
This report has been prepared and the system inspected and passed as of the date of inspection. This report is
not a warranty or guarantee that the system will function properly in the future. There have been no warranties
or guarantees, either expressed,written or implied, relating to the system, the inspection and/or this report.
11
No. C • { .. Fee /60
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
Zippfication for Oigooat *p� ear Cori"tr ction permit
Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components
Location Address or Lot o. Co �l_ f/L ;o ® Owner's Name,Address and Tel.No. C YN'r1L A C-4_rW
C'ieA?ty -`�`t°l71e CoV M.4ao°TT R,0, CeArrerV 11e
Assessor's Map/Parcel I'M Q Parcels:?
Installer's Name,Address,and Tel.No. t Q '1,� 6 C e Designer's Name,Address and Tel.No. �.. c'r� (01a-
Po &)c F°oresronle *m . c53�6yy J5A6ie Stkr1eV;AJ6 -a-,.ae-
Sze 8 6_2 9-d j$ 1943 Ro"7e
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size f sq.ft. Garbage Grinder( )
Other Type of Buildin 1 No.of Persons Showers( Cafeteria( )
Other Fixtures Q
Design Flow a R-0 ,r gallons per day. Calculated daily flow a7 gallons.
Plan Date 31 �tCOI Number of sheets f Revision Date
Title
Size of Septic Tank &L Type of S.A.S. -6bb rt , 1!id 4er5
Description of SOB 10 i a to Xao-jio 4, Lay-el
Nature of Re airs or Alterations(Answer when applicable) fx v>'t ®�,fQ cess,A0
T�sT I iUu���u� �►Nk ,�� �•, /�aC C ry
Lam►th --cZ,ra"ie
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 Certifi-
cate of Compliance has been issue by this Board oj1jealth.
Signed Date a�®�
Application Approved by Date <
Application Disapproved for the following reasons
Permit No. Date Issued
_ �� \ 6S I.. � ` ,.._. st�.,a.,,u• f��_
Fee
• ''" �5 ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y�V/
�"•.,PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE} MASSACHUSETTS
Application for Oiopooal *po em Construction 3perm�it
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components
Location Address or Lot o. r' l-L ;o77, 6.� Owner's Name,Address and Tel.No. C yN�"/l ii A �4 T�/1/
C,w,tyr Vr IylcCo 51 El.L s o7T R0. C 1;erVIII),0
Assessor's Map/Parcel/nd le a ric
e f
Installer's Name,Address,and Tel.No. 7al-4 of C A&c tv Designer's Name,Address and Tel.No. S09 3(0a-$/ ,-
Po C3ox CP�'G� F'o��s7"GtiAte t . o�yy FAGIe SuAr✓eY%/J&
So9 629 - da/g qa3 /�ou7P (19 Y��o toa rT ina Q�fn
Type of Building:
Dwelling No.of Bedrooms Lot Size I Jr. sq.ft. Garbage Grinder
Other 'Type of Building],,,� /r o►rt 41 No.of Persons Showers( ) Cafeteria( )
Other Fixtures ee
Design Flow 336 gallons per day. Calculated daily flow yA gallons.
Plan Date OC.7— 3l aOOI Number of sheets Revision Date /
Title
Size of Septic Tank 66t Type of S.A.S. S"QO (76t al- .,. 6 C/VAWd �.
Description of Soil: 02e Lk ro - CAA1Q -t 6ra01P ,r X
/h;.t,)
J a.
Nature Doff Repairs or Alterations(Answer when applicable)� 0/e C. rSS /'>o
�6J5 iK l/ A-jeu> Etjc�.ti. ra/yi �'SoX /rU c� iUG C�iAM�rr�
�.��; rh CT ro e► °-
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 Certifi-
cate of Compliance has been issueo,by this Board of /H/�ealth. dlt
Signed C4 Date
,.
Application Approved by � k C�,�--Q _ Date 1
Application Disapproved for the following reasons
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(ORep 'red( )Upgraded(V
Abandoned( )by Z Ani PS flat (e C Nat C a 00_ iA&
at Go Y E L L 1 O 7T /Ot 0 Ce/VTr '.V 0(,e has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 0 COS-`7(05 dated I�
Installer MA m r'S r 6 c-e Designer F4 61e Lk r•Vet/1206 dC_ ,
The issuance of this perrqit shall not be construed as a guarantee that the syM w' 1 function pdesigned.
Date 1 2 1 Inspector G,,.. Vf_1' _
No. Fee /W
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Migpoof *pgtem Con5tructiou Permit
Permission is hereby granted to Construct( )Repair )Upgrade Abandon
System located at G /_/ E L 1- + of OQO if
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this p.emit.
Date: c� 11(3 l C )) Approved by t
TOWN OF BARNSTABLE
;�XF'dON � SEWAGE # 009I —26J'
'y :J,AGE �Mrlc V1� ASSESSOR'S MAP& LOToZ98' S3
INSTALLER'S NAME&PHONE NO. �5caA e
SEPTIC TANK CAPACITY 1 500
LEACHING FACILITY: (type) �' S� �• c4A^64/s (size) Q-g k a S
NO.OF BEDROOMS
BUILDER OR OWNER �ATOr1
PERMITDATE: 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 leac ng1facility) . 1 Feet
Furnished by_ /t sA D T c
O
a g L
� O
_O
a- 3s as y
3 NI as`°
Y S'� 33
qc3 ag
r` TOWN OF BARNSTABLE
:CATION Q 7 SEWAGE # 766'
�« UAEE I%P_ ASSESSOR'S MAP & LOT �
INSTALLER'S NAME&PHONE NO. YyI fS )cir—( --:Z6
SEPTIC TANK CAPACITY 1500 61t�.
LEACHING FACILITY: (type) 'Tturc>l'La knbrrf(size) ,d a
NO. OF BEDROOMS
BUILDER OR OWNER / I h / /C9!✓
PERMITDATE: COMPLIANCE DATE: �2
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 10
within 300 feetof leaching fa ' 'ty) /7, Feet
Furnished by
16
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o
: }
t
ACCESS COVERS MU T BE W1THIN S
-/ . NOTErc ONS D S �N C -lTER lA GENERA� S
6. DF FlNlSH GRAD .
98,7
JNVERT AT BUILDING. D SIGN F OW.
3 MAXIMUM:COVER _ E L .
0
FIRST ,f! T 2 . TO
i. TH/SPAN S OR E ' GN AND CONSTRUCTION
97.S - 3 BEDROOMS AT 10 G:P.D, PER L I F 'THE DES N C TR TlON `
,. INVERT IN SEPTIC ;TANK l
BE
LEVEL
M!N 2 OF PEA 3 TONE 97.2' BEDROOM .EQUALS 330 G.P,D. :
OF THE SEWAGE DISPOSAL SYSTEM ONL Y.
INVERT OUT;SEPTIC TANK, 5
+f D/AMP .>
INVERT IN DlST. BOX
27. 1
` _ ,A M
3/4 l l/2 - D/A. NO GARBAGE GR 1 NDER
2, VERTICAL: DATU JS`ASSUMED, FOR BENCH MARKS
o V 0 . : 9 6.98
,IN ERT OUT DIST. B X _
o _ -
SET.,_SE Sl A
DOUBLE WAS SHED,'S ONE
E TE PLAN.,
7 � To L H T
9 .25
98. 7 96.98 FH-20 INVERT 1N LEACH CRAM 96. 7
GAS o L H CHAMBER:s
, .v 94.7
:.`SEPTIC TANK REQUIRED:
97 5 97.-15 � 96. E
BAFFLE
7
, '
.BOTTOM OF LEACH CHAMBER
T
2_500 GAL LEACHING CHAMBERS
330 'G.P,D X204x 660 GAL J. ALL CONSTRUCTION METHODS DS' ND MATERIALS
AL5 AN
D .
3 OUTLET ADJUST D GROUND WATER N E RO
_ MANTNA' ' F y - _A
.v l E NCE 0 THE,SEPTIC S STEM SH LL
_ D .BOX
W/4 STONE AROUND. 72:8 X 2S X 2
A
SEPTIC TANK PROVIDED: /500:GAL. ''MIN.
N/.,.OBSERVED GROUND WATER .
I SOO GAL R CONFORM TO MASS. D.E.P. TITLE S AND LOCAL .
BOARD OF _ A
BOTTOM OF TEST HOLE #!. 89.7 . HEALTH REGULATIONS,
SEPTIC :TANK - 6 CRUSHED :STONE OR SOIL L ABSORPTION l ON`SYSTEM REQUIRED
COMPACTED :BASE
DESIGN PERC RATE l 5 M/N/l NCN
SOIL .TEXTURAL CLASS. t
4, ALL SEPTIC SYSTEM COMPONENTS `LOCATED UNDER
: ` -
AREAS SUBJECT TO VEHICULAR TRAFFIC' OR GR TER''
PROFILE NOT TO SCALE EFFLUENT LOADING RATE 0.74 GPp/SFEA
- ' HAN 3• IN DEPTH SHALL BE CAPABLE OF WITH- .
330 GPD / 0. 74 GPD/SF 446 S.F.SF 'REOU/REDE
STANDING H-20 WHEEL LOADS,D .
PROVIDED: 2- 0 : AL, LEACHING CHAMBERS E 5 0 G
• 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
W/4 STONE AROUND. A 4ll _SF. _ E L
_ APPROVED 471 `S.F. x 0. 74 348 G.P.D. EQUAL.
' N
•
6. SEPTIC TANK AND D-BOX SHALL B REINFORCED
SO / TES 7- / n
P L E E p
! � 1 � ! P. l , i UQ �H :PRECAST CONCRETE AND WATERTIGHT., D-80X SHALL
BE'WATER
` .
TES TED, TO CHECK FOR L E VEL WHEN THERE
INDICATES INDICATES 'S MORE_THAN ONE OUTLET.
PERCOLATION � OBSERVED
TEST
, _ '..GROUNDWATER
-SAFE'7. BEFORE CONSTRUCTION CALL 'D!_ G
TP *!
8 -SA.,.. l 88 D!G FE AND THE LOCAL-WATER DEPT.
r FOR LOCATION OF UNDERGROUNDUTILITIES.-
LOAMY .
HORIZON TEXTURE COLOR E
0- 99. 7 ,
lOYR
S8. EXISTING CESSPOOL TO BE PUMPED. DRY AND
SAND 3/2
/ ?O. BACKFILLED.
/O. 5 99.3
.... ..LOAMY /DYR >
8 RM/ AT ON 9. NO DET HAS BEEN MADE AS TO
SAND 5/8 E N ! E
S
COMPLIANCEWITH DEED RESTRICTIONS OR ZONING26 97.
_ REGULATIONS I T `SHALL REMAIN TH
...MEDIUM f DYR E CL/ENT$
C �
RESPONSIBILITY TO OBTAIN A PERMITS. SPECIAL
SAND AND 6/6' L N ALL PE 1 T C1
`
PERMITS._ VARIANCES ETC - FOR THIS PROJECT.
GRAVEL l
{
Q ,
l0. IT SHALL REMAIN THE CLIENT'S RESPONSIBi'L lTY
60 c,
Q•. � S 94. 7 TO HAVE THE PROPOSED BUILDING FOUNDATION
I t,>
` ! CC DESIGNED TO ACCOUNT FOR THE EXISTING 6RAe,x.
F,
r O F. �
_.. AND SO t L-. COND IONS A T. .HE OCA ..ION
tT T L OF,
r c,
f
- • PROPOSED BUILDING:
LOT 2 FpR
'Y40F\
1 F ,
{ B F ...
1 N�
/ J oo� F\ NO'WATER
r 120 89. 7
J
IIIIS _ S. F. BAI. CORYER CONCRETE
•. {
O r EL D
� p SHED DATE: OCTOBER 26. 200/
{ / Cq
rm
! R
o p Fq TEST sT-
/N ROP E BY EPHEN HAAS
/NG os ;
f
A Fp
A/
.w rcy PERC RATE. C 2 MIN/INCH
00 FN r--. i
14 0AAl
t 'E
GRA 6..L DRIVE
VE +
4
1 -_
e i
o <� I try +
ev V Bcep !
ROO { 1
TO o O
33. / 14'CAI t O
d a +
O !y ••..,,,,� ;/ y: gar r;
e14 co
1500 GAL / r
6 1 r'LLp.K 14
(k
2 � � SEPTIC TANK .. ..>• .yrr ! ,
S�
CESSPOOL•
0 3 \
• '- rP.j: l .,0 454 ELL I O T T R 04 L7 . M/-1 P .2 4 8 PA R CEL 5 3
30, �,�
i F \ /p y r ti/
w / i ? w f�/
r' ., ti Og �� IQa O\O
2 500 GAL
• ,. _.. cR � ,. :...:_ �� R ,N S T�4 t3 l• CE'/V TE"R V / L L E`AYFL LEACHING CHAMBERS
L E . /1�1,4 .
✓ :s ''may R/` \
W/4` STONE AROUND
RE -OR
StREE
Yiv TN To w
G
i J
L�C( S
SCA L E : : / - 20 OCTOBER
o, ; +,.r-- � �%• ,� ,• ,., ; Y;�, 923' Route` 6 A
Y a r rno r
h �-{ , t ,.�• �•--� u t f1 p o t MA . 02675
508 362-81 32
( 508 ) 432-5333
0 ,. /0 '• 20 40
OCUS MAP Ja _
L B N0: 01 OTO F I EL D CFW/AFW CAL C. ;:SAHICFW CHECK,:, CFW DR • SA
, . N H