HomeMy WebLinkAbout0179 PARKER ROAD - Health 179 Parker Road
Osterville F/R
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LOCATION 1 �� f� SEWAGE #
VILLAGE ��JV�� ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY I cfbf c)%-A��
LEACHING FACILITY: (type) �� �/-��--
(size) (0�--6 td K f6t,
NO.OF BEDROOMS 10
BUILDER OR OWNE w�
PERMTTDATE: / 2- 03 COMPLIANCE DATE: �� �3
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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No. .9,03 5-7 ( FEE
COMMONWFALT14 OF MASSAC14USETTS CC
Board of Health, RRrJ3Ti�t"3 MA.
APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( ) RepairW Upgrade( ) Abandon( ) -,4Complete System ❑Individual Components
Location '1121% TS10 Owner's Name 1
Map/Parcel# Address
Lot# 2 Telephone#
81 Installer's Name - Designer's Name
Address S Address
Telephone# AS- 5310Telephone# C 6z(o
Type of Building \C��(l , Lot Size 26 1 / sq.ft.
Dwelling-No.of Bedrooms Garbage grinder (diA
Other-Type of Building No.of persons O Showers (KCafeteria V)
Other Fixtures L-flvey-ro ,, cVw-,c\ S\Zn f✓ 0V%ACtA
Design Flow (min.required) 3 cD gpd Calculated design flow Design flow provided'5�s .,S(a gPd
Plan: Date � 9n Number of sheets Revision Date
Title 0- 1 --A9-M '
Description of Soils) CA
Soil Evaluator Form No. Name of Soil Evaluator r, Date of Evaluation 03
DESCRIPTION OF REPAIRS OR ALTERATIONS _ 40 ENGINEER
INST MUST SUPERVA
THE SYSTEM WAS I IF V IN WRITING
A ;C R DANCE TO PLAN. T iv I
The unde igned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further a es to Otto place th in operation until a Certificate of Comp'ance has been issued by the Board of Health.
Signed 7 Date�� Z
L °1�- �S. II a VA
Inspections
q y 5
lr'r� r A�`�iMV�i*�M�`i'"' y/� r�V�/ ' ^fY•""'_ _ �'"" reT` /OFM
No.�V6 7 . FEEBoard of Health_- MA.
APPLICATION FOP, DISP®SALS�WTE 'J[ CONSTRUCTION PERMIT
i
Application for a Permit to Construct( ) Repair,,W Upgrade( ) Abandon( ) -,,Complete System ❑Individual Components
Location cue ' a �S Owner's Name ! j' 1 OP-1 E: 1
Map/Parcel# W \` 2 Address q a ,
"a* - Lot# } Telephone# -^
Installer's Name - Desi ner's Name
ke
Address '1 Address
f, - Address, 7'A MR 'p.ta. rnx (oa? 8, v Mcx
Telephone# (04 _ 5 3i o it Telephone# _(� Oa 5'31.0
f 9
Type of Building Lot Size sq.ft.
Dwelling No.of Bedrooms , Q Garbage grinder (NI
Other Type of Building 1 ' F'C1 r`�Q t\ C- , ao,o No.of persons Showerst(V<Cafeterial/i
Other Fixtures`- 0 } 1 bZY �a�t`C'�
P Design Flow(min.required) gpd Calculated design flow Design flow providc&S ,J(o gpd
.--Design
y Plan: Date 2,11 C) Number of sheets Revision Date '
Title tC. SA'GlYI .
Description of Soil(g)t SAG G�C�rt.C'1 CIA\
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Soil Evaluatort Form No. ""°'" Name of Soil Evaluator t, Date of Evaluation J 1 0.21
DESCRIPTION OF REPAIRS OR ALTERATIONS
The unde 1 igned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further a es to not to place the-1 tem in operation until a Certificate of Compliance has been issued by the Board of Health.
I
Signed ' / Date�� Z e
Inspections
- 4
•>... .,-,.--. „ _.. �:r =<_,.._,�"-., .,,.-.�_-. -'„.air....-.ate:=-.,,, �".:,,�...,-�:-. ?s`a= '. 'a:r_�=*.y,,....k:.:.-�.-.r :�*: -.v -.:',,.3- .1.z ..�
No. FEE i
COMMON WITH Of MASSACHUSETTS
Board of Health;.; �_S�
CERTIFICATE Of COMPLIANCE
i
Description of Work: ❑Individual Component(s) Complete System
The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ,Upgraded ( ),Abandoned ( )
by: eobphl 5 ,Sp 0,6 C.
r at O CT - _
/� �t. ..� . 1{ A. t
has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application` o.dZ U U — ated l 11�` 0 . Approved
(Design Flow (gpd)
Installer _ / f ./11,I. /�71 r^9 , l
Designer: Inspector: w J � :/1 !\ Date: /Z/ 03
V. x
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
No. FEE_
C'®MMONWWT14 Of MASSAC14USETTS
Board of Health, MA.
is
➢ ISPOSAL SYSTEM CONSTRUCTION PERMIT
t ,
Permission is h eb ranted to; Construct Re Upgrade(, Abandon an individual sewage disposal system
Yg ( ai) p ) ) ( ) g P ,
at i /,7 _� ,( �/t as described in the application for
Disposal System Construction Permit No. 00. —�]7 dated N
P Y t
Provided: Construction shall be completed within three years of the date ofp�fhi�pe it. All l cal conditions must be met.
l �
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date l l a v U Board of Health
V
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TOWN O BARNSTABLE
LOCATION ] �� �_ SEWAGE # -77
VIi,LAGE � V���-� ASSESSORS MAP & LOT
INSTALLERS NAME&PHONE NO.
SEPTIC TANK CAPACITY / cl kd-6 kJ
LEACHING FACIIL,
rly
(size)
y NO. OF BEDROOMS to
BUILDER OR 0
PERMIT DATE: COMPLIANCE DATE: 03
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
! Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility (If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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ff-20
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Sep - 20- 01 13 : 52 BARNSTABLE HEALTH DEPT 5087906304 N • U�
S25;Oi
X C)TICE: This Form Is To Be Used For the Repair Of Failed
Septic Systems Only.
PERCOLATION TEST AND SOIL EVALUATION EXENIPTION
FORM
�F t-tip ' � `P hereby certify that the engineered plan sip ed by me
cl�cec _ I al -63 concerning the property located at
0`�'XkAe _ meets all of the
f,^I!ow;ng .rtten0,
• This failed system is connected to a residential dwelling only. There are no
ornmercia! or business uses associated with the dwelling.
• T17.e soil is ciass;;:ed as CLASS I and the percolation rase is less than or equai to
-ri.nutes per !rich. The applicant may use historical data to conclude (h)s f3c: or may
:Dnduct Pre!irr.tnary tests at the si;e without a health agent present
• There :s no increase in flow and/or change. in use proposed
• here are no vanances requested or needed.
The bottom of the proposed leaching facility will not be located less than fourteen
'ee: aoove the maximum adjusted groundwater table elevation. (Adiust the
rnundwa;er table using the Frimptor method when applicable)
Please complete the following:
-fnp ,at Ground Surface Elevation (using GIS information) _ �bC• C�b
F; G.w' Elevation _ zdlustrment forini;h G.W. 2!(p. = o
BETWEEN and B , o
S G'WED C-- DATE: �0?�
NOTICE
31asec i-on tr-e aGove rformauon, a repair permit wil! be issued for 7edr�erns
addtoonal bedrooms are authorized to the future without en,tncerec
:ept. sy,te n plain.
1r:nn:r,:Ocf pciccam
I A
Permit Number: Date:
Completed by:
HIGH GROUND-WATER LEVEL COMPUTATION
Site Location: 1 n Lot No.
o�
Owner: Address: i
Contractor' ��CY'KA �c,��crZc �tk6-11�r Address: �n�� �.Imaok-f,,uet �
Notes: � t2 VSIC�(1
V
STEP 1 Measure depth to water table
tonearest 1/10 ft. .............................................................................. .Date
rnonthydayd ear
STEP 2 Using Water-Level Range Zone
and Index Well Map locate
site and determine:
OA Appropriate index well....................................................
OB Water-level range zone .....................................................
STEP 3 Using monthly report "Current
Water Resources Conditions"
determine current depth to ��,������,,��•,, Q
water level for index well ........................... U
coon t h/year
STEP 4 Using Table of Water level Adjustments
for index well (STEP 2A), current depth
to water level for index well (STEP 3),
and water-level zone (STEP 2B)
determine water-level adjustment
STEP 5 Estimate depth to high water
by subtracting the water-
level adjustment (STEP 4)
from measured depth to water -
level at site (STEP 1) ................................................. ' ........
I;
I Figure 13.--Re roducibl g p e computation form.
15
CARMEN E. SHAY (508)-5 8-0796
ENVIRONMENTAL SERVICES, INC. P.O.Box 627,East Falmouth,A A 02536
December 3, 2003
RE: Certification of Title V Septic System Installation:
Residential Property 179 Parker Road, Osterville, MA
Dear Sir or Madam:
On December 1, 2003, Roger Roberts, Inc. was issued a permit to install a Title V Septic System at 179
Parker Road, Osterville, MA, based on a design drawn by Shay Environmental Services on November
21, 2003.
I Certify That The Septic System Referenced Was Installed Substantially According to the Plan
XX I Certify That the Referenced Above Septic System Was Installed With Changes but in
Accordance With State and Local Regulations, Revisions or As-Built Plans/Ske ch will Follow.
The Septic System Was Not Installed Per State and Local Regulations and Corrective P.ction is
Required.
If you have any questions, please do not hesitate to call the undersigned at(508)-548-079 .
Sincerely,
CARMEN E. SHAY
ENVIRONMENTAL SERVICES,INC.
OF
t
E.
SHAY
en E. Shay, R.S., C.S.� . f Vic. ""j
President
SgNITF
r
~ FAILED INSPECTION
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
u v
DEPARTMENT OF ENVIRONMENTAL PROTECTION
RECEIVED
ED
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ti
5,lb SEP 2 3 2003
TOWN OF BARNSTABLE
TITLE 5 HEALTH DEPT.
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM
PART A
CERTIFICATION 11AP
Property Address: 179 PARKER ROAD OSTERVILLE, MA 02655 �ZZ 'ARCM y!Z
Owner's Name: ESTATE OF ALLEN
Owner's Address: 179 PARKER ROAD OSTERVILLE,MA 02655 L®�
Date of Inspection: 9/3/03
Name of Inspector: (please print) JOHN GRACI,INC. FA!LED INS IPECT"C"
Company Name: SEPTIC INSPECTIONS
Mailing Address: P.O. BOX 2119 TEATICKET,MA. 02536
Telephone Number: 508-564-6813 FAX 508-564-7270
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 sses
Needs Furth valuation by the Local Approving Authority
X Fails
Inspector's Signature: Date: 9/3/03
The system inspector shall submit a lopy 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.
Notes and Comments
SYSTEM FAILED TITLE V INSPECTION. MAIN CESSPOOL IS STRUCTURALLY UNSOUND- BRICKS ARE
CAVING IN-OVERFLOW CESSPOOL PIPES ARE AT DIFFERENT ELEVATIONS.
****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 S Incne.ntinn Form 6/1 SO000 1
Page 3Af l 1
OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 179 PARKER ROAD OSTERVILLE, MA 02655
Owner: ESTATE OF ALLEN
Date of Inspection: 9/3/03
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 n/a
"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:
n/a
z
Page of I 1
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 179 PARKER ROAD OSTERVILLE,MA 02655
Owner: ESTATE OF ALLEN
Date of Inspection: 9/3/03
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:
SYSTEM FAILED TITLE V INSPECTION. MAIN CESSPOOL IS STRUCTURALLY UNSOUND-BRICKS ARE
CAVING IN-OVERFLOW CESSPOOL PIPES ARE AT DIFFERENT ELEVATIONS.
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.
n/a 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: n/a
n/a 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: n/a
n/a 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: n/a
i '
Page-4 xof 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 179 PARKER ROAD OSTERVILLE,MA 02655
Owner: ESTATE OF ALLEN
Date of Inspection: 9/3/03
D. System Failure Criteria applicable to all systems:
You must indicate"yes"or"no"to each of the following for alLinspections:
Yes No
X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool
X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged
SAS or cesspool
X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool
X Liquid depth in cesspool is less than 6"below invert or available volume is less than %day flow
X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times
pumped NOT IN THE, LAST YR PER OWNER.
X Any portion of the SAS, cesspool or privy is below high ground water elevation.
X Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply.
_ X Any portion of a cesspool or privy is within a Zone 1 of a public well.
X Any portion of a cesspool or privy is within 50 feet of a private water supply well.
X 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.]
YES (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 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.
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
X the system is within 400 feet of a surface drinking water supply
X the system is within 200 feet of a tributary to a surface drinking water supply
X 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.
d
Pabe`5 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM j
PART B
CHECKLIST
Property Address: 179 PARKER ROAD OSTERVILLE,MA 02655
Owner: ESTATE OF ALLEN
Date of Inspection: 9/3/03
Check if the following have been done. You must indicate"yes" or"no" as to each of the following:
Yes No
X _ Pumping information was provided by the owner,occupant, or Board of Health
X Were any of the system components pumped out in the previous two weeks
X Has the system received normal flows in the previous two week period'?
X Have large volumes of water been introduced to the system recently or as part of this inspection ?
X Were as built plans of the system obtained and examined?(If they were not available note as N/A)
X _ Was the facility or dwelling inspected for signs of sewage back up`?
X _ Was the site inspected for signs of break out'?
X _ Were all system components,excluding the SAS, located on site'?
X _ 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?
X _ 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
X _ Existing information. For example, a plan at the Board of Health.
X _ 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)]
Page 6 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 179 PARKER ROAD OSTERVILLE, MA 02655
Owner: ESTATE OF ALLEN
Date of Inspection: 9/3/03
FLOW CONDITIONS
RESIDENTIAL
Number of bedrooms(design): 2 Number of bedrooms(actual): 2
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 220
Number of current residents: n/a
Does residence have a garbage grinder(yes or no): NO
Is laundry on a separate sewage system(yes or no): NO [if yes separate inspection required]
Laundry system inspected(yes or no): NO
Seasonal use: (yes or no): YES _
Water meter readings, if available(last 2 years usage(gpd
Sump pump(yes or no): NO
Last date of occupancy: n/a
COMMERCIAL/INDUSTRIAL
Type of establishment: n/a
Design flow(based on 310 CMR 15.203): n/agpd
Basis of design flow(seats/persons/sgft,etc.): n/a
Grease trap present(yes or no): NO
Industrial waste holding tank present(yes or no): NO
Non-sanitary waste discharged to the Title 5 system(yes or no): NO
Water meter readings, if available: n/a
Last date of occupancy/use: n/a
OTHER(describe): n/a
GENERAL INFORMATION
Pumping Records
Source of information: NOT IN THE LAST YR PER OWNER
Was system pumped as part of the inspection(yes or no): NO
If yes,volume pumped: n/agallons--How was quantity pumped determined? n/a
Reason for pumping: n/a
TYPE OF SYSTEM
_Septic tank,distribution box, soil absorption system
X Single cesspool
X 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): n/a
Approximate age of all components, date installed(if known)and source of information:
1930 BY OWNER
Were sewage odors detected when arriving at the site(yes or no): NO
Page 7 of I I
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 179 PARKER ROAD OSTERVILLE,MA 02655
Owner: ESTATE OF ALLEN
Date of Inspection: 9/3/03
BUILDING SEWER(locate on site plan)
Depth below grade: 36"
Materials of construction:_cast iron =40 PVC other(explain): n/a
Distance from private water supply well or suction line: n/a
Comments(on condition of joints,venting,evidence of leakage,etc.):
TWO INLETS-ONE AT 30 " AND IT IS 4" 40 PCV-SECOND IS AT 8" AND IT IS 3" 40 PVC
SEPTIC TANK: (locate on site plan)
Depth below grade: 0"
Material of construction: Xconcrete_metal_fiberglass_polyethylene other(explain)n/a
If tank is metal list age: n/a Is age confirmed by a Certificate of Compliance(yes or no): NO(attach a copy of certificate)
Dimensions: n/a
Sludge depth: 0"
Distance from top of sludge to bottom of outlet tee or baffle: 0"
Scum thickness: 0"
Distance from top of scum to top of outlet tee or baffle: 0"
Distance from bottom of scum to bottom of outlet tee or baffle: 0"
How were dimensions determined: n/a
Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related
to outlet invert,evidence of leakage,etc.):
n/a
GREASE TRAP:_(locate on site plan)
Depth below grade: n/a
Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a
Dimensions: n/a
Scum thickness: n/a .
Distance from top of scum to top of outlet tee or baffle: n/a
Distance from bottom of scum to bottom of outlet tee or baffle: n/a
Date of last pumping: n/a
Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related
to outlet invert,evidence of leakage, etc.):
n/a
7
Page'8 of 1 I
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 179 PARKER ROAD OSTERVILLE,MA 02655
Owner: ESTATE OF ALLEN
Date of Inspection: 9/3/03
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): n/a
Dimensions: n/a
Capacity: n/a gallons
Design Flow: n/a gallons/day
Alarm present(yes or no): N/A
Alarm level: N/A Alarm in working order(yes or no): NO
Date of last pumping: n/a
Comments(condition of alarm and float switches,etc.): „
n/a
DISTRIBUTION BOX: _(if present must be opened)(locate on site plan)
Depth of liquid level above outlet invert: n/a
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.):
NONE
PUMP CHAMBER: _(locate on site plan)
Pumps in working order(yes or no): NO
Alarms in working order(yes or no):NO
Comments(note condition of pump chamber, condition of pumps and appurtenances,etc.):
n/a
R
Page 9 of I I
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 179 PARKER ROAD OSTERVILLE, MA 02655
Owner: ESTATE OF ALLEN
Date of Inspection: 9/3/03
SOIL ABSORPTION SYSTEM (SAS): X (locate on site plan,excavation not required)
If SAS not located explain why:
n/a
Type
n/a leaching pits, number: n/a
n/a leaching chambers, number: n/a
n/a leaching galleries, number: n/a
n/a leaching trenches, number, length: n/a
n/a leaching fields, number: n/a
5' X 5' BRICK OVERFLOW overflow cesspool, number: ,
CESSPOOL innovative/alternative system
n/a Type/name of technology: n/a
Comments(note condition of soil,signs of hydraulic failure, level of ponding, damp soil, condition of vegetation,etc.):
MAIN CESSPOOL IS STRUCTURALLY UNSOUND-BRICKS ARE CAVING IN. SYSTEM NEEDS TO BE
REPLACED. PIPES TO OVERFLOW ARE AT DIFFERENT ELEVATIONS
CESSPOOLS: X(cesspool must be pumped as part of inspection)(locate on site plan)
Number and configuration: 1
Depth—top of liquid to inlet invert: n/a
Depth of solids layer: n/a
Depth of scum layer: n/a
Dimensions of cesspool: 5' X 5"'
Materials of construction: BRICK
Indication of groundwater inflow(yes or no): NO
Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.):
MAIN CESSPOOL IS STRUCTURALLY UNSOUND-BRICKS ARE CAVING IN-CESSPOOL 1S EMPTY-
SYSTEM NEEDS TO BE UPGRADED TO TITLE V STANDARDS.
PRIVY: (locate on site plan)
Materials of construction: n/a
Dimensions: n/a
Depth of solids: n/a
Comments(note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation,etc.):
n/a
,. 4
Page.10 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 179 PARKER ROAD OSTERVILLE,MA 02655
Owner: ESTATE OF ALLEN
Date of Inspection: 9/3/03
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.
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Page H of I I
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 179 PARKER ROAD OSTERVILLE,MA 02655
Owner: ESTATE OF ALLEN
Date of Inspection: 9/3/03
SITE EXAM
_Slope
_Surface water
_Check cellar
Shallow wells
Estimated depth to ground water 10+feet
Please indicate(check)all methods used to determine the high ground water elevation:
NO Obtained from system design plans on record-If checked,date of design plan reviewed: n/a
YES Observed site(abutting property/observation hole within 150 feet of SAS)
NO Checked with local Board of Health-explain: n/a
NO Checked with local excavators, installers-(attach documentation)
NO Accessed USGS database-explain: n/a
You must describe how you established the high ground water elevation:
GROUNDWATER WAS DETERMINED FROM HAND AUGER AT 10+FEET
A VANI T • �� ! -
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1d THICK v ON -
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.5 -ea'-
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--- -- - ----- ------------------- --- ---------- - ---- --- N
_ TYPICAL NOTES:
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__—__—__——_— __ _______________________. _ S¢yT
_ Cl— ———————————————— — - -——— .I B. DOUBL!FLOOR JOLTS UNDER ALL PARALLEL rARTTIONS, S 1s 01_
_ ------ _J }-———STeCLPWKAn wmna - L gill J - ' -t' Oyu III ~ 'BreCL'EDCAt+'MwxYa I S. I I GIrCOIaNroe SLAB
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+ -
- : SECTIQN`A_ _A _. 1 2 0 /
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T min. fr E 40 P.V.C.
BE 4 SCHEDULE T Pt �Least 4 inches #a1
NOTE. ALL PIPES To vEN PE { 2 7 P F LE W OF AD]7ITION 0 FLEA` I G ' i�uounEr>�Iees - - ,-. ( RO I VIE T CAN SYSTEM
n Foundation tank :; educe 4,0 PVC w arcoal Odor FNter
Existing au d �house to septic to Schedule /Ch DisTRreuTroN Box SHALL BE
2
' _' co CFtE1E COVER
_, SET: ,FOR T T
Septic tank covers must Da , ' 3.Of 1 a 1 2 Washed Peaston tEVE1 A LEAS 2 FT
"'0000000",N
_ (Assumed) ,
sp i / -
ELEV.`100 Ob As
TOP OF FOUNDATION
( de b '
within.6 M. of"fki4shed grade 3 4 0 1 1 Washed d Stan
t 2. ed Crushed ko ... ..:
r D ox- 99.00 over SAS 99.00 s _ _ .
Grade over Septic Ionic 99.25 Orode over 9 E_ S., -:: _ _ .. ouTt£T ,•.._k-:a.. a Road_ 2 West B y
'fcNoacouTs
5
r
12 NJ1 ET p
s o.az OUTLET a
S HOLE H-10 .Top Load-Ekv. .e95.98 ' _ -� , 6
3 iwldl um Cover
tM51.BOX T f ..9 t d 0
Top a SAS Elev 5.50 \ e':,
Sg0 8',z. � o -
_ �r1' q0• NEW .O, or Groot : �. q!
NEV PrE -: - ^, (D 1.500 GAL - . .r , r •s; -.�x 2 E,
S 0.01 per foot`
n ,n 92 o^Effective rn
- fROM ♦=xtsT.F'OtMnaTmN a, .: SEPTIC TANK ,.. cV - .._., E iMp 'i6.5'' .- - � i SITE °! .
- n zc 1.75• d Y
H 10 : 9 Units 2 6.25 56.25
p � > y
00 - a
N ` '
> PLAN-SECTION' SECTIONa
. _ a� .�s SE CROSS
coNciz fuu rovNonTio m x 3.25a_ > m 0.83 (10 mches) ,
ti.25
7B m 0 0, o
m "7 0 ,
6 In.of 3/4 ,, , 2.So 6 HOLE DISTRIBUTION BOX
SYSTEM PROFILE jr n ,� w
c Kempaeted stone > v u > rn Effective Length
_ NOT TO SCALE
Not #o Scale � �
m
> . g LOCUS
C p
4 -•- 4 SOIL ABSORPTION SYSTEM (SAS) L O 1.U S M A f-
'c 11�2.5'
. $ 10' " SNFILTATROR HIGH CAPACITY 'CH-20 LOADING)/ GEOR 'BRI N
B in.of 3/4*-1 1/2
GE a E GENERAL NOTES
compacted stone EFrec Nve Vkith
.. OR EQUIVALENT) Not to:Scale
o ( EQ ) -1. Contractor is 'responsible for Di safe notification
-NOTE: ALL COMPONENTS MUST HAVE RISERS TO WIT1fIN 6 BELOW GRAM ® f � Dig
safe o Teat Hail , Eie. 32:00 m - NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18` CTIVE HEIGHT 10` and:protection of all underground Utilities and pipes.
No Groundwater Observed O 132 �E P g PPE'
2. The septic tank an distribution box shall be set
level on 6 of 3/4 -1 1/2 stone.
3. BackfEli should be clean sand or ravel with no
9
stones over 3" in size.
. This system is subject to .inspection during installation
by,Carmen E. Shay Environmental Services,- Inc. ,
T N Ofd 26 35 W
5 The contractor shall Install this system in accordance
PERCOLATION TEST , with Title V"of the Massachusetts tote code, the approved plan
- and 'focal-Regulations.
4 we 9
180.00 Vent Pipe 6. If, dune installation the contractor encounters an
Date,of Percolation Test. - November 15, 2003 : t, g. . .a, y
- - 'Soil conditions or site conditions :that ore different
Test Performed B . CARMEN E. SHAY R.S: C.S.E. Shed .
Y
from":.those::shown on the coil log or in our design
Results' Witnessed By. WAIVER ( per Barnstable B.O.H.) 21.5 g g
installation :must hat ,& immediate notification_ `
SHAY ENVIRONMENTAL SERVICES, INC. t tobe
de o CarmenEnvironmental: e iPercolatron,Rate. Less Than 2 MPI ® 36 ` ma t E. Shay." . Services,cos. Inc.I
oa : 2.5, 7. No vehicle or heavy, , machine shall :drive over the
T septic system 'n es e` ,
--_. _ .. a st u 1 s noted as H 20-,se tic components.
W - >+. y > + . . r. P Y P P
� -- � • 8. Install Tuf--Tito as baffles or equals', ati outlet tee ends:
Testle
.. g q s.on
_-__ _�t
- --_ " - -y_ : _ .. _ _ .. .. II Distribution n s` h II e 4 ,
�____ -: 9 ALines shall b diameter Schedule 40 NSF PVC pipes.
--- ----
. .. _ 1 I solid piping, -
_� o0 0. All o d tees & fittrn s ahall be 4 diameter
DEPTH SOILS. ELEV.
/ ___ P P 9 9 ,
W l
r Sched e 40 NSF PVC pipes -with w ter,tight pints.
o s.00
0 _ p,p a t g 1
11. Municipal'Water 1s Connected to ALL OF e Residence and Abutting
Loam The 9
d _
son . _ �_ t Properties Within 150 Feet. ,
10YR32
:.: q.. :.
o a A 99.25 ., THE .PROPERTY LINES ARE'APPROXIMATE AND
Sandy:
i COMPILED FROM .THE SURVEY PLAN GENERATED BY
Y EXIST7ING
l'. A NYE. INC.Loom
� B XTEN2 & YE, i C OF OSTERVILLE, MA
2 BEDROOM
, I
O
� ENTITLED PLAN ,OF'LAND-& bWEWNG OF LOT 2, PARKER.ROAD
,o YR S/g 1 t 7 ,
r
HOUSE t OSTERVILLE 'M.A DATED, MAY 31 1978
B H SE �,.^-�--- I to .
8 - 34 r : 9r3.20
f i AND IS NOT INTENDED TO BE'A SURVEY PLOT PLAN
-Medium 179 ,,, 1
# t 98.6>
Sand i �• IT SHOULD BE 'USED FOR, NO PURPOSE OTHER :.THAN.
2.5 Y 7 Failed t / THE SEPTIC SYSTEM INSTALLATION.
/6
34"-132 p / N OOd 09/ 04 - E I
a.on � Cesspool r� .,
f i x
� EXISTING..CESSPOOL TO BE'PUMPED OUT AND
I >� I t co co co W
PROJECT BENCH MARK .__..- r 03 c0 4. C FILLED iN PLACE.
TOP `OF FOUNDATION
/ 14 Q NOTE: ANY STRIPPED OUT `SOIL CONTAINING LEACHATE
ELEV. = 100.00 Assumed
C ) FROM THE EXISTING C P 0
t Foiled ��.. 1500 gal.,' R, � g E E5S OOL T BE DISPOSED
I Cesspool ,Se tic Tdrik C_ OF AS PER BOARD OF HEALTH SPECIFICATIONS.
t P 125 :P F
+� NO WETLANDS ARE `PRESENT WITHIN3 200 OF THE PROPERTY
Pere #1 Co c
" I _ p a• ASSESSORS MAP 116, PARCEL 122
Depth to Perc: 40' to 58
Perc Rate Less Than 2 MPI I co
�� tit No Observed ESHWT I Q LEGEND
No Groundwater Observed 0132'
t ° DENOTES PROPOSED
� I 104X 1
�� SPOT GRADE
GARAGE t X DENOTES EXISTING
10446 SPOT GRADE
-
i' LOT �#1
PL PROPERTY. UNE .
n 96P PROPOSED CONTOUR
�\
i I - - - -97 EXISTING CONTOUR
I � .
DEEP TEST HOLE &
3-24 DIAM. ACCESS MANHOLES
t PERCOLATION TEST LOCATION
--• 6 FOOT STOCKADE FENCE
�s. :. E
LOT ;<#2
i
20,940 Square FeetOW ET
NLET
-�
t
INLET / e
THE ACCESS COVERS FOR THE SEPTIC TANK,
I I 98
DISTRIBUTION BOX AND LEACHING COMPONENT I i P LOT P LAN 82.5 • ��
:a.•,..,-..----.r..,--- -,•r.,.,a.:-•�..:�:�- SHALL BE RAISED TO WITHIN s of I 02d 1 1 20. E
-c-•-. -.�.�. .. -"?;,+ - ._ .,•-�.: .,,•. FINISHED GRADE. :1
STEEL RETNFORCEC? PRECAST CONCRETE ,' :INSTALL TUF-TiIE GAS BAFFLES OR EQUALS I l
-OF PROPOSED SEPTIC SYSTEM UPGRADE
ON ALL OUTLET TEE ENDS ----
PLAN VIEW _�:__-- --- PREPARED. FOR
3 2 REMOYA9L£COVERS
- --- FRANCIS 8c MARJORIE ALLEN -
- - - - _ 4+
OA
PA� .E� Al
�3' min. dearonoe », HLET
79 PARKER ROAD
4v, :
e• minr�2 mkt Inlet to ouHet e•mti: = RIGHT OF WAY) E 0 D
a,nEr (40 FOOT10'min. l.�T erd : --r : s _r OSTERVI L MA
�$ LE,
4'-•0"min. "• -
�...�. : ttyUrd fttn Design Calculations
i a H OF MqS
PREPARED BY:
'Number of Bedrooms: 2 Equivalent to 220 Gal. Da 330 Gal. Da Min. per Title V ti
_ .
q � Y ( � Y P ) G
. ., ._•:. - t -•_. �_ ••..•- ..•- -t .. � � __.,••-:" Garbage Grinder: 'No
N
-
to'-o 5 Leaching Capacity Proposed,. 550 Gal./Day Minimum (Min. Per Title V) 1" R it Li 1 Y E. Sff 1
_ a
, Septic. Tank 3 x"S50 Gcil:'Da 1100 USE 1,500 GAL Septic Tank. ..
CROSS SECTION END-SECTION., g e , P ENVIRONMENTAL SERVICES, INC.
' SOIL ABSORPTION -AREA: Using percolation rate;of <2 min. inch > 0 20, 40 50 p` 1
g p
,
Bottom Area: 0,74 0l s ft. x 625 ft:-_ 46 .50 gallons
9 � EI q 2 9 F 0 P.O. . BOX 627
_ G P,
Sidewoll Area: 0.74gal./sq. ft, x 120,35 s ft. 89.59 gallons ..
/STE _
TYPICAL 1500 G 0 q g - �5 0 ALL N SEPTIC TANKw Sq ,�a EAST FALMC)UTH, MA 02536
Providin : _, 551.56 gallons
NITAR
9 9 9
NOT To SCALE o TEL FAX 50$ 54$ D796
SCALE._ 1 20
Use. 9 Fi T 1 1 _
IN LTRA OR H GH CAPACITY H UNITS HAVING A 0.83 10 INCHES) P
O ( CHE ) EFFECTIVE DEPTH, • - ., ,
SCALE. 1 H 10 LOADING) S 24 DRAWN BY. CES GATE. NOV 1 00
� 2 2 3
TO BE USED WITH 4,0 OF'WASHED STONE:ON THE SIDES, AND'3.25 OF WASH
� WASHED STONE
N TH N 0 E ENDS. NO STONE UNDER.
_ _ ROJECT SD 95 _, FILENAME. SD495PPDWG :SHEET 1 OF. 1
SECTION A A . 1' = 2000' +i-
10 min. from *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. ,
Existing Foundation [house to septic tank VENT PIPE (� Least 24 inches ton) PROFILE VIEW OF ADDITION TO LEACHING SYSTEM ALL OUTLET PIPES FROM THE
Schedule 40 PVC w/Chorcool Odor Fntet OISTRit3UTtON Box SHAH BE
TOP OF FOUNDATION ELEV. 100.00 Assumed Septic tank covers must be 12' -
\. within 6 in. of finished grade ' 3' of 1/8' - 1/2" Washed Peaston SET LEVEL,FOR AT LEAST 2 FT. CONCRETE COVER
0rode over Septic Tmk - 99.25 :.Grade over D-Box- 99.00 de over SAS-99.00 / /
3 4' to 1 1 2 ' Washed Crushed Stan '-�'•
' 8 - r ouniT �.- 2' West Bay Road
r - KNOCKOUTS
S •. 0.02 ' S 5'
W. 8 HOLE H-10 Top Lood Elev. =95-33 OUTLET (� , 12' MILET TS
d
6' B• ,� Oa O
C15T. 80X 3' Maximum Cover Top of SAS- Bev. -94.83 )If C NEW Sffi0.01 or Greater �
NEV PIPE rn S 1,500 GAC
FRDM EXIST. FOUNDATION rn SEPTIC TANK n ., 35' S- 0.01' per foot i0"Effect
:•. c :.:-i-a
n rn H-10 vi M 2 tie Depth 15.5•' s SITE
oo.s.n. rn o ut n 9 Units @ 6.25' s 56 25' t.75' j L
CONCRETE FU1 FOUNOA ' - (t
y - os3' (10 inches) 25, 3.25' PLAN--:SECTION CROSS SECTION a
of 4'- _ 1 O' O 6.25
SYSTEM PROFILE '
6 , 3� /z- n 2.50' 6 HOLE DISTRIBUTION BOX t.°,
compacted atone , o i M
Not to Scale A c V m a Effective Length NOT TO SCALE
_ > °' 4, 4• p SOIL ABSORPTION SYSTEM CSAS) LOCUS M A P
cCL
2.5�
_ y
m.of 3/4'-t t/2• t0' 0 INFILTATROR HIGH CAPACITY CH-20 LOADING)/ GEORGE ❑'BRIEN
GENERAL NOTES
" compacted stone Effective ~h
OR EQUIVALENT) Not to Scale 1. Contractor is responsible for Digsafe notification
NOTE. ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6 BELOW GRADE m Bottom of test Hole t Elev. 8tT.00 m C ) • ,
No Groundwater observed o 132' NOTE OVERALL HEIGHT OF INFILTRATOR IS IS- /EFFECTIVE HEIGHT IS 10' and protection of all underground utilities and pipes.
2. The septic tankand distn ution box shall be set -
level on 6 of 3/4"-1 112" stone.
3. Backfill should be clean sand or gravel with no
stones over 3" in size.
4. This system is subject to inspection during installation
by Carmen E. Shay Environmental Services, Inc.
35++ , 5. The contractor shall install this system in accordance
PERCOLATION ;TEST N 01 d 26 with Title V of.the Massachusetts state code, the approved plan
4" Fvc and Local Regulations.
Date of Percolation Test: November 15, 2603, 180.00' vent Pipe Shed 6. If, during installation the contractor encounters an
f0 5 9 Y
Test Performed By.' CARMEN E. SHAY, R.S., C.S.E. S' soil conditions or site conditions that are different
Results Witnessed By. WAIVER ( per Barnstable B.O.H.) from those shown on the soil log or in our design
SHAY ENVIRONMENTAL SERVICES, INC. installation must halt & immediate notification` be
�x ti
Percolation Rate: Less Than 2 MPI 0 36" 1 r • �• • 1- r • • -r made to Carmen E. Shay - Environmental Services, Inc.
7. No vehicle or heavy machinery shall drive over the
W 1.20- septic,system unless noted as,,H-20 septic components:
Test Hole " co TEST HOLE 1 8. Install Tuf-rite gas baffles or equals on all outlet tee ends.
ELEV. 99.00 o-Box
NO. 1 ---------_ � 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.
DEPTH SOILS ELEV. �� O -__ 10. All solid piping; .tees & fittings shall be 4" diameter
-------------------=- -
0 99.00 p 1500 al. -'�`�. cu Schedule 40 NSF PVC pipes with water tight joints.
40.75 Septic Tank p
Loamy P 11. Municipal Water is Connected to ALL OF The Residence and Abutting
Sand _- \ Properties Within 150 Feet.
10 YR 3f2 i'�_ _ �-'-�.. �
o'-e' A, 99.25 THE PROPERTY LINES ARE APPROXIMATE AND
Sandy EXISTING % ���J�� �i3 ' '`zj COMPILED FROM THE SURVEY PLAN GENERATED BY
Loam BAXTER '& NYE, INC. OF OSTERVILLE, MA
10 YR 5/8 2 BEDROOM Co Co ENTITLED " PLAN OF LAND & DWELLING OF LOT 2, PARKER ROAD
8'- 34- B. 96.20 HOUSE i
co OSTERVILLE, MA', DATED MAY `31; 1978
Medium
sa d #179 i �� + i AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
98.61 I / IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
25 Y 7/8 Failed / / / CO
r
THE SEPTIC SYSTEM INSTALLATION,
34•- 132 8.00 Cesspool J N OOd 09i' 04" E i CO
t0
EXISTING CESSPOOL TO BE PUMPED OUT AND
PROJECT BENCH MARK I ,,, I 1 ,t� co to co CA
------------- _ ; ;y/in ca co .A �.,. FILLED IN PLACE.
TOP OF FOUNDATION
ELEV. = 100.00 (Assumed) i : I I 1 /' cb ,p NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
Foiled�• ,�/ ��' R P FROM THE EXISTING CESSPOOL TO BE DISPOSED
/ ( Cesspool �/ ti OF AS PER BOARD OF HEALTH SPECIFICATIONS.
i ,; _ _ U1 NO WETLANDS ARE PRESENT WITHIN 200'-OF THE PROPERTY
Pere #1 iCo
_
Depth to Pere: 40' to 58" I f2, -, A �. ASSESSORS MAP 116, PARCEL 122 ,
Pere Rate- Less Than 2 MPI j O
No Observed ESHWT - i W ' '
. LEGEND
No Groundwater Observed 0132 I /
t ' 104X1 DENOTES PROPOSED
�\ r-� SPOT GRADE
GARAGE l X 104.46 DENOTES EXISTING
SPOT GRADE
I I /
: l / LOT #>
�\ PL PROPERTY LINE
I , _ 96P}---- PROPOSED CONTOUR
-- - -97 EXISTING CONTOUR
3-24'OIAM. ACCESS MANHOLES I .' ' ' DEEP TEST HOLE &
IV-6• 99-?- ----_- ; PERCOLATION TEST LOCATION
r- a .;.. • _-• •;�_-•= I .� , co 6 FOOTSTOCKADE'�.�-.� • =;�.. �...,._. FENCE
LOT #2 ,
_ ►
20 940 s re Feet f I - REV.: 1 4� � � I , �_ 2 3 0 Moved Tank and SAS Location to AS Built Locations '
INLETOff FT
i I I 98
THE ACCESS COVERS FOR THE SEPTIC TANK.
- ,- DISTRIBUTION BOX AND LEACHING COMPONENT 82,5 ' I ' < � ++
P LCIT P LA N
SHALL BE RAISED TO WITHIN 6 OF:_.•: ..< .:n n •.:.r-. FINISHED GRADE I .�j'' 02d 1 1 20 L'
F PROPOSED
STEEL.REINFORCED"PRECAST.CONCRETE INSTALL TUF-7ITE GAS BAFFLES OR EQUALS
_0 RO OSED SEPTIC SYSTEM UPGRADE
ON ALL OUTLET TEE ENDS
PLAN VIEW 1
� �-__ � PREPARED FOR
----------
;- 3-24 REMOVABLE COVERS
/- 1 FRANCIS 8c MARJORI A
---____ E LLEN
D
,.
-R O- AT
_ -3 min. clearance
' , '"
179 PARKER ROAD.
MtEr 8' min 2'min'kdet to a,net' s' HT"OF WAY - l�/. -
- OUTLET r - �,� 41J FOOT RIG
uquw,evN �
t h rr
s' -7• :.
. OSTERVILLE MA
E
'4-0 min. .. .�
Lk,id depth Design,Calculations
9 �..
s +.
�of r,�
A
..� PREPARED `BY. _
q
_ C <.
Number of Bedrooms. 2. -£ urvalent to 220 Gal. 0 330 Gal. Da Min. per Title V �� �� � \-
q ID Y ( / Y P )
-. .� T.. •. - Garbage Gander: 'No
a .>�
Leaching Capacity Pro {
9 t Proposed: 550 Ga. a Minimum Min. Per Title V ��E Li 1 Y li . A HA P Y P /D Y � )
o
Septic Tank 3 x 550 Gat: Da 1100 USE 1,500 GAL Septic Tank. I.
CROSS SECTION. END SECTION / _y p ENVIRONMENTAL
SOIL - .
0 : 20 40 50 ', , E NTAL SERVICES, INC.
S L ABSORPTION AREA., Usm percolation rate of`<2 min./inch Inch 1
Bottom Area• ; 4 a
O.7 got/sq. x 625 sq. ;ft. = 462.50 allons o
g �. P.O. BOX 627. -
Fa
Sidewoll Area. : 0.74 al. s . ft. x 120.35 s . ft.: 89.59 gallons
/sTi
TYPICAL 1500 GALLON: SEPTIC TANK g / q q 9 �,
v . . _ �,. S �� d EAST FALMOUTH; MA 02536 -Providing: - 551.56 gallons ,. A1V. RJR a
NOT o SCALE ty TEL FAX 508 548 0796
SCALE: , -20
Use. s N - C 1
- } , INFILTRATOR HIGH'CAPACITY H 10 UNITS, HAVING A 0.83 10 INCHES EFFECTIVE DEPTH n ;
1
C ) _
- H 0 OADING CAL 1 -20 R WN E ANOV.�. � SCALE D A DY. C S . DATE:, NO 2 2003
TO BE USED WITH 4.0 OF WASHED STONE ON THE SIDES, AND 3.25 OF WASHED STONE
ON THE:
„ ENDS NO STONE P UNDER. . P
,,, ROJECT#SD495 FILENAME. . SD495P .DWG , SHEET '1 0F 1