HomeMy WebLinkAbout0148 STONEY CLIFF ROAD - Health 148 Stoney Cliff Road
Centerville
A= 190 - 033
12534UP15L��Ir
TOWN OF�B�ARNSTABLE
' Sl�v.�,�CC, - EEWAGE# 6 C )-7
!!CATION
ILLAGE C� �rv���� ASSESSOR'S MAP&PARCELNSTALLER'S NAME&PHONE NO.�
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) C�-nc-, CZ. rn�r► ize) S"' v�:S x ;�
NO.OF BEDROOMS
OWNER \
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility , S 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 -S—
ao's'l`
� o y
Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2ppYication for Disposal 6pstem Construction 3dermit
Application for a Permit to Construct( ) Repair( ) Upgrade(v<Abandon( ) ❑Complete System [ nndividual Components
Location Address or Lot No. Qj Owner's Name,Address,and Tel.No.771l�-
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No.S6�'-'�Kjf,6DS*5_ Designer's Name,Xddress,and Tel.No.�g�6-331 l
s�� r o ' •�.. p® �3�yc �l �' c�
Type of Building:
Dwelling No.of Bedrooms Lot Size o c/t/c,%es,S eft. Garbage Grinder( )
Other Type of Building ��� _ No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.re(tired) gpd Design flow provided ,? �/�, gpd
Plan Date 3 Number of sheets_ Revision Date
Title
Size of Septic Tank S b0 ���� �x Type of S.A.S.
Description of Soil S-�,P
Nature of Repairs or Alterations(Answer when applicable)
SROCli..any�yXd4—,r �,�
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health. /
Signed Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. ��(0 Date Issued V �S
a4� No.dc/Cad —V 7 �/ a� Fee
W. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
01pplication for Disposal *pstem Construction Vermit
Application for a Permit to Construct( ) Repair( ) Upgrade(Abandon( ) ❑Complete System (,)ndividual Components
Location Address or Lot No. �� 4`�'\ � Owner's Name,Address,and TeL No.-77,�-_
Assessor's Map/Parcel /0
Installer's Name,Address,and Tel.No. Designer's Name,Xddress,and Tel.No. 33
'l�.ec-.A.����-Cr E.�c.ot..5'C:� ��KG-�" -�- So-�S,Zv.G-•
Type of Building:
Dwelling No.of Bedrooms Lot Size o 3 C/0,c Kr_S s A. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided _�Q. gpd
Plan DateT Number of sheets Revision Date
Title
Size of Septic Tank \St:cZ) ����i,t; Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
SoQ �'.�\lam .. L;--'-..cc.,t� C�,. �,�1,��,r � � � `Y� c3-§• �c��.�
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health. /
Signed Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. /lei (]' / Date Issued �� 6
---------------------------------------------------------------------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(L I-f
Abandoned( )by
at has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.,-90/j _0 dated
Installer Designer VrV\Z_-,,
#bedrooms Approved design flow 3 ZO gpd
The issuance of t fis pe : it shall not be construed as a guarantee that the system will f niffibbn wasdesigned.
Date 1l l Y� Inspector F✓ (1;� _ �✓
------------------/---------------
1l0 ---------------------------------------------------------------------------------------------
No. Q 2 Y Fee `
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal 6pstem Construction Vermit
Permission is hereby granted to Construct( ) Repair( ) Upgrade(of Abandon( )
System located at
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.
M
Provided:Construction m st be coT,pleted within three years of the date of this p it.
Date �. (!z Approved b 1
i
Town of Barnstable
FINWE o� Regulatory Services
* Richard V. Scali, Interim Director
aaxtvsrns[.e.
9�AMASS. �0 Public Health Division
rEvtuwte Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form J�
Date: Sewage Permit# Qc)kC-- C57'-t Assessor's Map\Parcel w 3,3
Designer: 47& Installer:
Address: Address:N,-�5 1?C(,
MBA
02522q
On 3 ( 15, I r. �was issued a permit to install a
(date) (installer)
►►�- b f�
septic system at AA l f � FV > based on a design drawn by
MeuH4
(adds ss)
dated
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow. Strip out(if required) was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructe e with the terms
of the I\A approval letters (if applicable)
7ns aIle r s ignatu re) lo: 1
AA U
(Designer's Sign re) (Affix Designer amp Here)
' PLEASE RETURN TO BARNST LE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:\Septic\Designer Certification Form Rev 8-14-13.doc
Town of Barnstable P# Pl9�o
Department of Regulatory Services
aAMerA tom. . Public Health Division Date
�p 1639• ,b� 200 Main Street,Hyannis MA 02601 Pr'1
? N
Date Scheduled— > I�' Time ✓} ✓`^ Fee Pd. t•: .
O}
Soil Suitability Assessment for Se cage Disposal
Performed By:, QA MOWU Witnessed By:
LOCATION& GENERAL INFORMATION
Location Address ` ` 14\ � ^` Owner's Name Lam, � -u
��k, d✓;�`I Address )L1-2 �'Cs V^
Assessor's Map/Parcel: `� Engineer's Name'�,,.rra
NEW CONSTRUCTION REPAIR / Telephone# `� o - 3 �'� '3
Land Use V� L
5 6 r--►J rl A-l/ Slopes Surface Stones
Distances from: Open Water Body >200 ft Possible Wet Area 7��ft Drinking Water Well ��U ft
Drainage Way }��� ft Property Line ->-/�ft Other ft
SIMETCII:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
Sy -A
3
Parent material(geologic) Cc «C , Depth to Bedrock [
Depth to Groundwater. Standing Water in Hole: Weeping from Pit Pace-
Estimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL HIGH WATER FABLE
Method Used:
Depth Observed standing in obs.hole: - __ in. Depth to sail mottles: in.
Depth to weeping from side of obs.hole: _ _ in. Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level-- Adj,factor- Adj.Groundwater Level_
PERCOLATION TEST bate Thne.__�__
Observation
Hole# Time at 4" N Q
Depth of Perc 33 q1 N Time at 6"
„
Start Pre-soak Time @ Lo� Time(9 6 )
End Pre-soak
10
Rate Min./Inch
Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within 100' of wetland,you must first notify the.
Barnstable Conservation Division at least one (1) week prior to beginning.
Q:\SEPTIC\PERCFORM.DOC
1
DEEP.OBSERVATION DOLE LOG Eiole#
Depth from Soil Horizon Soil Texture .Sdil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
onsistency,%Gravel)
of, g ct,4 lb p-3l-v
are 14�1 8
.�r
•�_.r u
31
DEEP OBSERVATION MOLE LOG Mole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.% ravel
Wam art
S� U �oam Ir Y
31
DEEP OBSERVATION DOLE LOG Bole# -A
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Sol) Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.
a
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?
If not,what is the depth of naturally occurring pe vious material?
Certification I
I certify that on b (date)I have passed the soil evaluator examination approved by the
Department of Environhiental Protection and that the above analysis was performed by me consistent with
the requir' tra' i ,expe t' a iind xperience described in 310 CMR 15.017.
Signature Date
Q:WIEPTIC\PI RCFORKDOC
COMMONWEALTH OF MASSACHUSETTS {{
T'•i l�•rA ik` :tl.'. r_i !k(1 i.i 1 �'. -t��
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS aa
DEPARTMENT OF ENVIRONMENTAL PROTECTFON 4,3 , t`a 3
TITLE 5
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM
PART A
CERTIFICATION
Property Address: 148 Stoney Cliff Road
Centerville, MA 02632
Owner's Name: Charles Darcy
Owner's Address: c�
Date of Inspection: August 22, 2005
Name of Inspector: (Please Print) James M. Ford
Company Name: James M. Ford
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 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 maintenance of on site sewage disposal systems. I am a DEP
approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system:
✓ Passes
Conditionally Passes
Need urther Evaluation by the Local Approving Authority
ails
Inspector's Signature: Date: August 29, 2005 .
The system inspector shall subs i a copy of this inspection report to the Approving Authority(Board of Health or
DEP)within 30 days of complete g 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.
Notes and Corrunents
****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 I
Page 2 of 11 a
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 148 Stoney Cli fRoad
Centerville, MA
Owner: Charles Darcy
Date of Inspection: August 22, 2005
Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D
A. System Passes:
✓ I have not found any infonnation 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: 148 Stoney Cliff Road
Centerville, MA
Owner: Charles Darcy
Date of Inspection: August 22, 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 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.
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 colifonn
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: 148 Stoney Cli,{fRoad
Centerville, MA
Owner: Charles Darcy
Date of Inspection: Auvust 22, 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.
✓ Any portion of a cesspool 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 15,00.0 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: 148 Stoney Cliff Road
Centerville, MA
Owner: Charles Darcy
Date of Inspection: August 22, 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 nonnal 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 facilityowner and occupants if different from owner provided with information on the proper
( p )p p P
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: 148 Stoney C1iffRoad
Centerville, MA
Owner: Charles Darcy
Date of Inspection: August 22, 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): Yes
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
COMMERCIALANDUSTRIAL
Type of establishment:
Design flow(based on 310 CMR 15.203): Qpd
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: Pumped in 2004-per owner
Was system pumped as part of the inspection(yes or no): No
If yes,volume pumped: _gallons--How was quantity pumped detennined?
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 May 17, 1994-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: 148 Stoney CliffRoad
Centerville, MA
Owner: Charles Darcy
Date of Inspection: August 22, 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: 8"
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 jzal.
Sludge.depth: 2"
Distance from top of sludge to bottom of outlet tee or baffle: 30"
Scum thickness: 2"
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: Measuring stick
Comments (on pumping recotrunendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels
as related to outlet invert,evidence of leakage,etc.):
Cement tees were present. The liquid level was even with the outlet invert. There did not appear to be any signs of leakage.
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: 148 Stoney Cliff Road
Centerville, MA
Owner: Charles Darcy
Date of Inspection: Autrust 22, 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: Qallons
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 alarn and float switches,etc.):
DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan)
Depth of liquid level above outlet invert: Even
Conunents(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 solids were 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
I
Page 9 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 148 Stoney CliffRoad
Centerville, MA
Owner: Charles Darcy
Date of Inspection: August 22, 2005
SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required)
If SAS not located explain why:
Type
✓ leaching pits,number: 1 - 6'x 6'(1000 a� l.)
leaching chambers,number:
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 nit had P of liquid on the bottom. The scum line was 2'up from the bottom. There did not appear to be any signs of
failure. The cover was 16"below grade.
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: 148 Stoney Cli f Road
Centerville, MA
Owner: Charles Darcy
Date of Inspection: August 22, 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.
a
3
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• Page 11 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 148 StoneLCliffRoad
Centerville, MA
Owner: Charles Darcy
Date of Inspection: August 22, 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
t TOWN OF B.: STAB_ LE
LOCATION I l d ��n C�1 � SEWAGE #
V1Lt.6,GE ASSESSOR'S MAP & LOT ���� 3
P STALLER'S NAME&PHONE NO. e
SEPTIC TANK CAPACITY 1 TOO
LEACHING FACILITY: (type) r,T 4 x C (size) /O b U
NO.OF BEDROOMS
BUILDER OR OWNER T—) �-
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 'ng facility) Feet
Furnished by 1/1G IX% -77 F0r
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QMOM THE COMMONWEALTH OF MASSACHUSETTS
!'q
BOARD OF HEALTH
TOWN OF BARNSTABLE
Appliration for Diripaml Wurkai Cell ntAr rtj ri r"mit
Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal
System at: t
.. .. -------------- ---•--...-- ---- --- ....
0cr tdn:-\ddror
( , �44
/ -
1.4 Installer �--Adres��
UType of Building Size Lot............................ q. feet
w Dwelling— No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder
aOther—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria
dOther fixtures ------------------------------•-----------------------.....----------------------------- --.....-•--••••---------•------•--•--•-•-----..........----•-
W Design Flow--------------------------------------------gallons per person per day. Total daily flow...._.._............._._.........__...._._..gallons.
WSeptic Tank—Liquid capacity........___gallons Length--_.-_----.---_ Width---------------- Diameter.........._.._- Depth................
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area_..........._.......sq. ft.
3 Seepage Pit No..................... Diameter...............__... Depth below inlet..._......._........ Total leaching area....._.._.........sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by-------- ---------------••...•-••----••....-•---•--.._.._......--••--••--- Date........................................
Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................
L14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
9 ------------------------------------------
•-------------------------------------------------
-.......
-------------------
-----•-------------•------------------
0 Description of Soil........................................................................................................................................................................
x
V ...............•------------••-•---•--....---•--------•---•-••--------------------••------•--------•-•------------------•-•------•------------•--•-••-•-•---•-•............................-----.......
----••-----------------------------------•--••------. ... .........•-----•----------...----------••----•-••.
U Nature of Repairs r Itera ' s—A v w n applicable./,5 __��..-_. , e .....
..... �....... '...... -----. ..---. --- .._..._ ..
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Co —The undersigned further agrees not to place the
system in operation until a Certificate of Co Tian ha en issued by th boar of health. _
Signed ........... ..... :�/L,/� .....=�� ............ ...... ... ...
Dace
Application Approved By ............... ...� Q
Dare
Application Disapproved for the following reasons: .........
................................. ........ ......... ... . ....... . .................................................................................................... ........................................
Dace
Permit No. ...... Issued
Dare
Fas...........................
V///"", I
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF, HEALTH
TOWN OF BARNSTABLE
Appliratiutt for Diripniul Wurk.5 Tottstrnrt-fart rrrmit
Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal
System at: -
Locaticin- \ddre S
/ "00-
!1A __ �L��C i �-� or Lot
�.. f - -------------- . . ---- ..................................
...�....
Installer
UType of Building SizerLot............................Sq. feet
t-t Dwelling— No. of Bedrooms......................................__.._E�pansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building --------------- ----------- No. of persons._..----_.-_______-_-_..____ Showers ( ) — Cafeteria ( )
Q Other fixtures ---------------------------------•-----•••...------..._
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid capacity............gallons Length---------------- Width---------------- Diameter---.------------ Depth................
x Disposal Trench-- No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
3 Seepage Pit No.................. Diameter............. Depth below inlet.................... Total leaching area..................sq. ft.
z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by......... ................................................... -••••--•-... Date........................................
W
uTest Pit No. 1................nnutes per inch Depth of Test Pit.................... Depth to ground water........................
(� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
�G -----------------------------------•-.........._.......••--•--••--.......•-•••-•.........._.._...........•--..........----.....•-•-•-•.....--••-....-------- .
0 Description of Soil---------------------------------------•------------......-•--•--•--------...-----------------------------------------....---•--------=---------••••....----------.••---
V ..................................••........._..•-•-.......•-•--•••-••••-----•••-•-........•--•--....•-•-•--------•••--•-•••....•---•--•--••-------•••--•-•--••----•••-•-•-••---......------............
W
x •------------------------- -----------------•--••-•---•- •--------------.....-------------------------------- ----Z-4------------------------------•-------------........... --------------
U Nature of Repairs Iteratr s�Answer_when pplicable./_5_�__��__._.. .. .. ,.. �'<.......
s �
Agreement:
r
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Corr(p-fiance ha •een issued by the,board of health.
Signed ......... ......... .v1a- � ... ....... ..... ...1.......
Dace
ApplicationApproved By ...............( ...� --------------------- .................................... . .... ..........
Dare
Application Disapproved for the following reasons: ..... .. ................`..............................................._............._..............--..._..............
........ .......................................... . ... ................. .... .......................................................................... ...... ........................................
Dare
PermitNo- -- ------------------------------------------ -------------------- Issued ...................................................--..............
j Dare
I; t
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate of C ontylianre
THIS 0 CERTI That the Individual Sewage Disposal System constructed ( ) or Repaired ( �)
by .....- ..L1....f 5.. ............................................... .........................M........................................._...................
— In cakt r
at ..... . ......1�G.-....----.:_yXr�rr� -------�'f�1.... G l e
.. .ram-.-to........ —. .. ...... ...........
has been installed in accordance with the provisions of TITLE of The State Environmental Code as described in
the application for Disposal Works Construction Permit No. ...4.�f. ........... dated .............
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
C
DATE ............._.................... ------............. - Inspector • ...._.. _.. .......
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
c� TOWN OF BARNSTABLE
FEE.::-..-.�..•'�_...`....
Rapnod Workii Tomitrrtrtion "amit
Permissionis hereby granted ------------------------------ ---------------------------------------------------------------------•--------................
to Construct ( ) or epail (V) an Individu I .Sewage Dis osal Systern
at No... � ��L � ��/�-..(.: �''C /�' C.. f. .. ...e ---------------------------------
�- Street m•----••--... q
as shown on the application for Disposal Works Construction Permit No. _-;1-��` Dated.._...;�r.�_c ...(,..��'(.......
--•-••----••---••---••••••...••• .x- - -•------------------•--•------------_------------•---------
•••----••-'---•-••-•--.. Board of Health
DATE..........—5 =� -�-
FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS
TOWN OF BARNSTABLE
!.00ATION 148 STONNY CLIFF ROAD SEWAGE # 911-212-
VIL AGE CENTERVILLE ASSESSOR'S MAP & LOTIg4-40,:RY
INSTALLER'S NAME & PHONE NO. ELLIS BROTHERS CONST . CO
SEPTIC TANK CAPACITY 1SG®
j
LEACHING FACILITYAtype)T g�1 (size)
IVO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER 600 rnFt
DATE PERMIT ISSUED: -✓ �`1v �L
DATE COMPLIANCE ISSUED: 57�17 �9�!
VARIANCE GRANTED: Yes No �
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LEGEND CENTERVILLE
PROPOSED CONTOUR
® PROPOSED SPOT GRADE i
Q
--98 -- EXISTING CONTOUR 2 0
+ 96.52 EXISTING SPOT GRADE
50 y s
W— EXISTING WATER SERVICE _ _ 100.00'
TEST PIT r50.i5
LOT 16
SCALE: 1"=20' AREA = 15000 sf+— �10
PLAN BOOK 204 PAGE 11 7 LOCUS
' ASSR MA.P190 PCL 33 ,� 1 O+F�
QO-0
C7 q� I v
LOCUS MAP
LOCUS INFORMATION
+150.61 12.5' C1 / -
�J-o-Cs TITLE REF: 20382/339
�} PARCEL ID: MAP 190 PAR. 033 IN EST. PROT. DIST.
11 ft
�_, O
1
' ° '�- ,So SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
01
BENCH MARK 148 STONEY CLIFF RD.
+ so.a1 deck i
BULKHEAD CORNER* CENTERVILLE, MA.
1
1 50.90 PREPARED FOR
EXISTING USGS DATUM ASSUMED TIMOTHY&ELIZABETH GRIMM/
DWELLING READY ROOTER EXC.
MARCH 15, 2016
® G
TOP OF FNDN
+ 39 50. OF
1 E L = 51 . 4 5-}- — �� �Ass9�y
1 G
o D RNM.
EXIST. 1 500G
R�
SEPTIC TANK G W D 1K4
<
m
RfGISTE
EXIST. 1,000G ' SgNITAR\P� I
LEACH PIT i m �j 1l
l b
I �
w MEYER & SONS, INC.
-- --�--- �oo.00' P.O. BOX 981
EDGE OF PAVEMENT j• EAST SANDWICH, MA. 02537
CLIFF I F F ROAD D PH: (508)360-3311
STONEY FAX: (774)413-9468
meyerandsonsinc@gmail.com
SHEET 1 OF 2 J#1808
1
ELEV. TOP NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS 1?
FOUNDATION BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE 4
(Existing) FINISHED GRADE (50.4)
51.45 F.G.EL: 50.5 F.G.EL: 50.39 F.G. EL: 50.4;
a l 3� MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
s at
F.G.EL: 49.49 ti} ;' 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2"
,• . STONE OR FILTER FABRIC DOUBLE WASHED STONE
A 6„
f: 4" SCH 40 PVC
1o"I 14 6 C� S= 1 MIN. ®®®®®® E®®
A' TEE'S ARE TO BE ( , ®®®®®® ®®
„ INV.47.65
4 SCH 40 PVC 2 EFF. DEPTH ®®
INV.48.15 INV.47.48
GAS j • 4' 2 X 8.5' 4'
PROPOSED OB-3 =
EXISTING OUTLET BAFFLE
: .- DISTRIBUTION BOX EFFECTIVE LENGTH 25'
INV. 48.40 ` (1-120) INV. ELEV.= 47.0
EXISTING 1 ,500 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON �`� OF MAssq BREAKOUT
OUTLET TEE AS MANUFACTURED BY DA EN Sys ELEV.= 48.0
TUF-TITE, ZABEL, OR EQUAL TOP CONC. ELEV.= 48jjgE3
0
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING / N 4 INV. ELEV.= 47.0 ®® ®®PIPE INVERTS PRIOR TO CONSTRUCTION ®®®®®®®2) D-BOX SHALL BE SET LEVEL AND TRUE TO R£G/$T ®®®®®®®®®®®®®®GRADE ON A MECHANICALLY COMPACTED SIX MNITAR BOTTOM EL.= 45.0 ®®®®®® ,INCH CRUSHED STONE BASE, AS SPECIFIED IN r / 5 FT. 3.7 5
310 CMR 15.221(2) J
3) REPLACE EXISTING 1,500 GALLON SEPTIC TANK SEPARATION 5.40 FT. EFFECTIVE WIDTH = 12.5'
WITH GALLON SEPTIC TANK IF FAILED, SEPTIC SYSTEM PROFILE
DAMAGEDED,, NOT H2O LOADING, OR UNDERSIZED.4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL: 39.60 SOIL ABSORPTION SYSTEM (SECTION)
GAS BAFFLE AS REQUIRED (500 GALLON LEACH CHAMBER)
GENERAL NOTES:
SOIL LOGS P#:14970 DESIGN CRITERIA
1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL NUMBER OF BEDROOMS: 3 BEDROOMM
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: MARCH 11, 2016 SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE DESIGN PERCOLATION RATE: <2 MIN/IN
LOCAL RULES AND REGULATIONS. SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR WITNESS: DAVE STANTON, BARNSTABLE HEALTH DAILY FLOW: 110 G.P.D. X 3 BR DESIGN FLOW: 33o G.P.D.
=
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE GARBAGE GRINDER: NO (not designed for garbage grinder)
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SEPTIC TANK:
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Elev. TP- 1 Depth Elev. TP-2 Depth 330 gpd x 200% = 660 gpd, USE EXISTING 1,500 GAL. SEPTIC TANK
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 50.6 A 0" 50.6 0"A LEACHING AREA REQUIRED:LOAMY SAND (330) = 445.94 S.F.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 1OYR 3/2 LOAMY SAND •74
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 10YR 3/2 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 49.93 8" 49.93 8" USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4,
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. B LOAMY SAND B STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D
8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED tOYR 6/8 LOAMY SANG
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 10YR 6/8 BOTTOM AREA: 25 x 12.5= 312.5 SF
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 48.02 31„ 48.02 31" ( )
SIDE AREA: 25 + 12.5 X 2 X 2 = 150 SF
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING C C
CONSTRUCTION.
10. EXISTING LEACH PIT TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. PERC TEST MAD' MEDIUM_ TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION ® 46.6 2.5Y 6/6 SAND DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd
2.5Y 6/6
12. THIS PLAN AND 5 NOT STO BE TO ECON CONSIDERED A USED FOR EPROPERTY LINE SURVEY PTIC SYSTEM PURPOSES ONLY PROPOSED SEPTIC SYSTEM UPGRADE PLAN
13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 39.60 132" 39.60 132" 148 STONEY CLIFF ROAD, CENTERVILLE, MA
14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. <2MIIN/INCH IN "C";SOILS
15. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPECIFIED) adR for: Grimm e
NO GROUNDWATER OBSERVED Prepared / Y Rooter Exc.
Engineering and Survey by: SCALE DRAWN
• I. Darren M. Meyer, R.S., CSE, hereby certify that I am current) approved by MADEP MEYER&SONS,INC. N.T.S. DMM
y pursuant to 310 CMR 15.017 PO BOX 9B1
to conduct soil evaluations and that the above analysis has been performed by me consistent with the PO BOX NDW/CH,MA02537 GATE CHECKED SHEET N0.
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in October, 1999.
606-s2-2922 03/15/16 DMM 2 of 2