HomeMy WebLinkAbout0125 GREAT MARSH ROAD - Health 125 GREAT MARSH RD., CENTERVILLE
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UPC 12534
No. 2 53LOR °osT-CONS�`�
HASTINGS, MN
No. 0 j0— 50 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ZippYication for ]Disposal *pstem Construction permit '
Application for a Permit to Construct( ) Repair(✓f Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location AUp
s or L(C�n No. �a s Grp*�4�5� Q� Ow er's Name,__--Address,and Tel.No.
%/I II� �k/�/Gi�PGtiPy
Assessor's /Parcelll a10-/o28- 00/ /as Crovyf a.-t Z/
Installer's Name,Address,and Tel.No. 6W a9Y 774oa Designer's Name,Address,and Tel.No.
Se, fr+Il0 Amr "elft/---h ft e
�'0.l�ox 33y MQ�,rhf�'!//� oar vk - - i
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 3 gpd Design flow provided 3 7'1 gpd
Plan Date {{��/02—/ /�`/y Number of
sheets a Revision Date
__//o Title p 5sr/ Sr/if c �v�s�`�a7� U/laY4t�P f/l�y,
Size of Septic Tank /S'�Os Type of S.A.S. . io ,Q�-XSsor"S
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
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 o ealth. /
Signed C. Date /a7—,Z-2 /0
Application Approved by — Date ' f —cc)
Application Disapproved by Date
for the following reasons
Permit No. o 4 ' 56 f Date Issued r "t d
�, --------------------------------------------------------------------
„ash. ar
r
0 1 Fee /�
No. �
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OFrBARNSTABLE, MASSACHUSETTS Yes
01pplication for ]Disposal 6pstem Construction Permit
Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Avr sj or Lage No. �,?S Gr�r� /�'l4,^ �� 0�:er's Name,Addres,an
Tel.No.
((`` ^kM fl /r k 19c�nPunP
Assessor's nap/Parcel 02/0-/02$' 401 /a5 Gr 517 A/ L67 Ile ,1R
Installer's Name,Add ess,and Tel.No. 5W yy'77d,a Designer's Name,-Adddres4and Tel.No.
J.G Ay�
Z0.l3ox 33-/ /s lo9 oa vfs 1
e of Building:
�'P {
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures 7
Design Flow(min.required) 3 3 gpd Design flow provided 3 y gpd
Plan Date Number of sheets a Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil f rr /J�l�✓�
I4 ,
I� <
Nature of Repairs or Alterations(Answer when applicable) Pr /7/2,-7
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 ealth.. /
Signed C. Date /_7-aa”
Application Approved by Date ' -cc)
Application Disapproved by Date
I! for the following reasons
Permit No. 4 - 58 0 Date Issued 1
---------------------------------------------------------------------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(� Upgraded( )
Abandoned( )by 1-2 f 71 7`i.JI 0-1
at /a S G��u �uvs� �y, has been constructed in accordance '
f; Io - Sc�
with the provisions of Title 5 and the for Disposal System Construction Permit No. ZO dated
Installer "-ph s 9: Designer P
#bedrooms Approvv d-de'st flo. 3 3 � gpd
The issuance of this permit shall 6t be co trued as a guarantee that the system will fun ti a de igned.
Date / Inspecta
------------------------------------------------------------------------------------------------------------------------J---------------
No. Ito- SU' Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
110isposai *pstem Construction Permit
Permission is hereby granted to Construct( ) Repair(V� Upgrade( ) Abandon( )
System located at /a s e {re av /7.-r f 4 1�2 d,
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit. �S
Date � Approved by
12/30/2010 16:39 5084775313 ENGINEERING WORKS PAGE 01
Town of Barstab e
Regulatory Services
Thomas F.Geiler,Director
Public Health Division
' Thomas McKean,Director
no Main Stree, Hyannis,MA OMI
office: 509-862-4644 F=: MR-79"304
Date: 1 Sewage Permit# ?0/V 0Assessor's MspJParcel 2 g''�• —a tl
Installer&Designer Certi - flan Form
Designer: W4-r_e__T� 'PE Installer. --TC—
Address: WMIS I n C. Address:
►Z W ��(Ls S f 04 0 �ors �l' 1
On was issued a permit to install a
(installer)
septic system at Z- 6'r'_c"-- 1^ based on a design drawn by
( )
fits (
esrgrrer)
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. Stripout (if required) was inspected and the soils
were found satisfactory.
I certify thin 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 systems)but in accordance with State&Local Regulations. Plan revision or
certified as-built by designer to follow. Stripout(if re inspected and the soils
were found satisfactory. y. OF
i
p£M T-
MCENTEF
(Installer's Signature) +
PEo.3510g O
(Des
igner's Signature) (Affix 7Stamp Here)
PLEASE RETURN TO BARNSTARLE I?UBLIC HEALTH DMUM. CERTIFICATE
OF COMPLIANCE WILL NOT BF, ISNUED UNTIL BOTH AND AS-
BUILT gAU ARE RECEIVEIa,BY THE BARNSTABLE PUBJ CEMALTH DIVISION.
THANK YOU.
q:1of&x Tmms%d6ig m wtiscAtion tbm.dm
<"4OWN OF BARNSTABLE
LOCATION M � 6re4"f /L1u,-sti Ad SEWAGE# c2O/7 ' SO/
l
VILLAGE CP�tP�✓,'/�� ASSESSOR'S MAP&XARCEL
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY.(type) 'o '{f�fy�f (size) A . X a S
NO.OF BEDROOMS 3
OWNER c Fu:n P
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
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Town of�Barnstable r# 13
Departinent of.Regulatory Services
PU fie:Bealth>Division ? �J
NAM Hate i C
200 Main Street,Hyannis MA 02601
- k
Date Scheduled a 17 d Time Fee Pd. `� Qrc �..C,C-)
Soil Suitability Assessment for Sewage Disposal
Performed By: ¢ •^j�t.c:�v+c-e E F E_ 5�z
- ! Witnessed By: L r(�W' S '^ C.
LOCATION:&.GENERAL INFORMATION
Location Address �.2j V Owner's'Name
w rt 1 /Z+Sgd 0�'tvV'S"YL
Address -
Assessor's Map/Parcel: Z j _ �-Z'F GCS ( Engineer's Name
NEW CONSTRUCITON REPAIR X Telephone# i $`�Q.'7 Z.-5
Land Use------ i Slopes(g'o) Z Surface Stones
Distances'fromi Open Water Body 72z z/ ft Possible Wet Area ft Drinking Water Well 2t� ft
Drainage Way NCB ft Property Line � ft .'Other ft
SKETCH:(Street name,dimensions of lo4 exact locations of test holes&:peratests,locate wetlands n proximity.to•holes)
7G a�
C�. Z
rt�sR �
n
� 0
q� tit,
Parent material(geologic, 6' �C�.c. "( O twcLSL'+
Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: Weeping from Pit RsCe
Esti t
mated&asonal,High Groundwater '1 / . ��
DETERMINATION FOR SEASONAL HIGH WATER TABLE p . » `
Method Used:
Depth Observed standing in obs.hole: in. Depth to soil mottles:
Dclith to weeping
Index.Well.# from side of obs.hole: in. Groundwater AdJustment
Reading Date: Index Well level..; �„ Adj.factor Adj.'draufldw;ter Level
PERCOLATION TEST Date , Tuna,. ,_
Observation I
Hole# r TSme at 4"
Depth of Pere Z 2i4 5 C I S Time.at 6" �
Start Pre-soak Time® 01. 91me(9"•6")
End Pre-soak :In
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:\SEPTICIPERCFORM.DOC
DEEP.OBSERVATION`HOI:E LOG" Hole#
Depth from Soil.Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA),. (Munsell) Mottling (Structure,Stonea;:Boulders.
Cons' vl
i
6 cy"y
DEEPOBSERVATION HOLE LOG Hole#
Depth•fiom. Soii Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders." .
onsi v
C=c. deal.: 2 S� �/�
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture. Soil Color soil Other "
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency. e
DEEP OBSERVATION`HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface;(in.) (USDA) (Munsell) Mottling (Structure,Stores;Boulders.
Flood Insurance Rate Man:
Above 500 year flood boundary No Yes/ .,
•"'Withiu'500year°boundary No: Yes/
Within l00 year flood boundary No Yes
Death ofNaturallv Occurrme=Pervious Material
Dome'.least four"feet of naturally occumng pervious inaterial exist in all areas:observed'througtiout,the
area proposed for the soil absorption system? ---
If"not,what is the depth'of naturally occurring pervious.material? -
Cerh>�ication <<_� .
L"I certify that on= - l (date):I have passed the soil:.evaluator examination approved . the.
Department of Environmental Protection and tliat the above analysis,was performed by me consistent with {
k•
CSC ed in lU CMR 15.017:
enence`d rb
tt►e required trainin ex pertise and exp ,
Si nature
Date
gi
Qi\S.BPTlC\PERCPORM:DOC
r
_ COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
ONE WINTER STREET, BOSTON MA 02108 (6 t 7)292-5500
TRUDY COXE
Secretary
ARGEO PAUL CELLUCCI DAVID B.STRUHS
Governor Commissioner
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION
Property Address: 125 Great Marsh Road, Centerville, MA Name of Owner: Paul Nelson
Address of Owner: 86 Plymouth Ave
Date of Inspection: August 13, 1999 Braintree, MA 02184
Name of Inspector: (Please Print) James M. Ford
I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000)
Company Name: James M. Ford
Mailing Address: P.O. Box 49, Osterville, MA 02655-0049 Map: 210
Telephone Number: (508)862-9400 Parcel. 128.01
CERTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposal system at this address and that the information reported, low is true,, to
and complete as of the time of inspection. The inspection was performed based on my training and experience i ilie proper function
maintenance of on-site sewage disposal systems. The system: `
� f0
✓ Passes j
Conditionally Passes 4j ` ��FQ r+
Needs Further Eval t n By.the Local Approving Authority 9
® ailsNpF r`99�
Inspector's Signature: Date: August 16 1999 'A
The System Inspector shall submi copy of this inspection report to the Approving Authority(Board of Health o,�E'P�),-xyithin, thirty'(30)days
Y
of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector=an�.the-system owner
shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the
system owner and copies sent to the buyer, if applicable,and the approving authority.
NOTES AND COMMENTS
revised 9/2/98 Page Iof11
Printed on Recycled Paper
Y
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 125 Great Marsh Road, Centerville, MA
Owner: Paul Nelson
Date of Inspection: August 13, 1999
INSPECTION SUMMARY: Check A, B, C, or D:
A. SYSTEM PASSES:
✓ I have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 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.
Indicate yes, no,or not determined(Y,N,or ND). Describe basis of determination in all instances. If"not determined",explain why not.
The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of
Compliance(attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection;or
the septic tank, whether or not metal, is cracked;structurally unsound, shows substantial infiltration or exfiltration,or tank
failure is imminent. The system will pass inspection if the existing septic tank is replaced with a complying septic tank as
t approved by the Board of Health.
r Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s)
or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of
Health) n
broken pipe(s)are replaced
„• obstruction is removed
distribution box is levelled or replaced
The system required pumping more than four 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
revised 9/2/98 Page 2oftl
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 125 Great Marsh Road, Centerville, AM
Owner: Paul Nelson
Date of Inspection: August 13, 1999
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 the
public health, safety and 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 THE PUBLIC HEALTH AND
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 AND SAFETY AND
THE ENVIRONMENT:
The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet to a surface water supply or
tributary to a surface water supply.
The system has a septic tank and soil absorption system and the SAS is within a Zone 1 of a public water supply well.
The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well.
The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a
private water supply well,unless a well water analysis 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. Method used to determine distance (approximation not valid).
3) OTHER
revised 9/2/98 Page 3ofII
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 125 Great Marsh Road, Centerville, MA
Owner: Paul Nelson
Date of Inspection: August 13, 1999
D. SYSTEM FAILS:
You must indicate either"Yes" or"No" as to each of the following:
I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303. The basis for this
determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure.
Yes No
Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool.
Discharge or pondin of effluent to the surface of the round or surface waters due to an overloaded or clogged SAS r
g g gg o
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 �h 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 Soil Absorption System,cesspool or privy is below the high groundwater elevation.
Any portion of a 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. If the well has been analyzed to be acceptable,attach copy of well water analysis for
coliform bacteria, volatile organic compounds,ammonia nitrogen and nitrate nitrogen.
E. LARGE SYSTEM FAILS:
You must indicate either"Yes"or"No"as to each of the following:
The following criteria apply to large systems in addition to the criteria above:
The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public
health and safety and the environment because one or more of the following conditions exist:
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
The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional
office of the Department for further info rmation.
revised 9/2/98 Page 4ofII
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 125 Great Marsh Road, Centerville, MA
Owner: Paul Nelson
Date of Inspection: August 13, 1999
Check if the following have been done: You must indicate either "Yes" or"No" as to each of the following:
Yes No
✓ _ Pumping information was provided by the owner,occupant,or Board of Health.
✓ _ None of the system components have been pumped for at least two weeks and the system has been receiving normal flow
rates during that period. Large volumes of water have not been introduced into the system recently or as part of this
inspection.
n/a As built plans have been obtained and examined. Note if they are not available with N/A.
✓ _ The facility or dwelling was inspected for signs of sewage back-up.
✓ _ The system does not receive non-sanitary or industrial waste flow.
✓ _ The site was inspected for signs of breakout.
✓ _ All system components,excluding the Soil Absorption System, have been located on the site.
✓ — The septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for conditions of baffles
or tees, material of construction,dimensions,depth of liquid,depth of sludge,depth of scum.
The size and location of the Soil Absorption System on the site has been determined based on:
✓ Existing information. For example,Plan at B.O.H.
✓ _ Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable)
[15.302(3)(b)).
✓ _ The facility owner(and occupants, if different from owner)were provided with information on the proper maintenance of
SubSurface Disposal Systems.
revised 9/2/98 Page 5of11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 125 Great Marsh Road, Centerville, MA
Owner: Paul Nelson
Date of Inspection: August 13, 1999
FLOW CONDITIONS
RESIDENTIAL•
Design flow: n/a g.p.d./bedroom.
Number of bedrooms(design): n/a Number of bedrooms(actual): 2
Total DESIGN flow n/a
Number of current residents: 4
Garbage grinder(yes or no): No
Laundry(separate system)(yes or no): No ; If yes, separate inspection required'
Laundry system inspected(yes or no): Yes
Seasonal use(yes or no): No
Water meter readings, if available(last two yearg;usage(gpd): 1998-69,000 gals.; 1997-31,000 gals.
Sump Pump(yes or no): Yes
Last date of occupancy: Currently occupied.
COMMERCIAL/INDUSTRIAL:
Type of establishment:
Design flow: mA(Based on 15.203)
Basis of design flow
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:
OTHER: (Describe)
Last date of occupancy:
GENERAL INFORMATION
PUMPING RECORDS and source of information:
Pumped 2 years ago-per owner.
System pumped as part of inspection(yes or no): No
If yes,volume pumped: gallons
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)
I/A Technology etc. Attach copy of up to date operation and maintenance contract
Tight Tank Copy of DEP Approval
Other
APPROXIMATE AGE of all components,date installed(if known)and source of information: Unknown
Sewage odors detected when arriving at the site: (yes or no) No
revised 9/2/98 Page 6ofII
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 125 Great Marsh Road, Centerville, MA
Owner: Paul Nelson
Date of Inspection: August 13, 1999
BUILDING SEWER: _
(Locate on site plan)
Depth below grade:
Material of construction: _cast iron _40 PVC _other(explain)
Distance from private water supply well or suction line
Diameter
Comments: (condition of joints, venting,evidence of leakage,etc.)
SEPTIC TANK: None
(locate on site plan)
Depth below grade:
Material of construction: _concrete _metal _Fiberglass _Polyethylene _other(explain)
If tank is metal, list age_ Is age confirmed by Certificate of Compliance_(Yes/No)
Dimensions:
Sludge depth:
Distance from top of sludge to bottom of outlet tee or baffle:
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:
How dimensions were determined:
Comments:
(recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert, structural integrity,
evidence of leakage,etc.)
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:
(recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert, structural integrity,
evidence of leakage,etc.)
revised 9/2/98 Page 7ofII
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 125 Great Marsh Road, Centerville, MA
Owner: Paul Nelson
Date of Inspection: August 13, 1999
TIGHT OR HOLDING TANK: None (Tank must be pumped prior to,or 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:
Alarm level: Alarm in working order: Yes_ No_
Date of previous pumping:
Comments:
(condition of inlet tee,condition of alarm and float switches, etc.)
DISTRIBUTION BOX: None
(locate on site plan)
Depth of liquid level above outlet invert:
Comments:
(note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc.)
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.)
revised 9/2/98 Page 8ofII
i
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 125 Great Marsh Road, Centerville, MA
Owner: Paul Nelson
Date of Inspection: August 1.3, 1999
SOIL ABSORPTION SYSTEM (SAS): ✓
(locate on site plan, if possible; excavation not required, location may be approximated by non-intrusive methods)
If not located, explain:
Type:
leaching pits, number:
leaching chambers, number:
leaching galleries, number:
leaching trenches, number, length:
leaching fields, number,dimensions:
overflow cesspool, number: I
Alternative system:
Name of Technology:
Comments:
(note condition of soil, signs of hydraulic failure, level of ponding,damp soil, condition of vegetation,etc.)
The overflow was 5'W x 4'T. The bottom to grade was 6'6". 1'of water was on the bottom There were no signs of failure
CESSPOOLS: ✓
(locate on site plan)
Number and configuration: I with overflow
Depth-top of liquid to inlet invert: --
Depth of solids layer: I
Depth of scum layer: 5"
Dimensions of cesspool: 5'x 5'
Materials of construction: Block
Indication of groundwater: --
inflow(cesspool must be pumped as part of inspection).
Comments: (note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation,etc.)
The cesspool was pumped for maintenance.
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.)
revised 9/2/98 Page 9ofII
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 125 Great Marsh Road, Centerville, MA
Owner: Pa
ul Nelson
Date of Inspection: August 13, 1999
Map: 210
Parcel: 128.01
SKETCH OF SEWAGE DISPOSAL SYSTEM:
include ties to at least two permanent reference landmarks or benchmarks
locate all wells within 100' (Locate where public water supply comes into house)
i
34 3a
revised 9/2/98 Page 10of11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 125 Great Marsh Road, Centerville, MA
Owner: Paul Nelson
Date of Inspection: August 13, 1999
NRCS Report name
Soil Type
Typical depth to groundwater
USGS Date website visited
Observation Wells checked
Groundwater depth: Shallow Moderate Deep
SITE EXAM Slope
Surface water
Check Cellar
Shallow wells
Estimated Depth to Groundwater 25 +/- Feet
Please indicate all the methods used to determine High Groundwater Elevation:
✓ Obtained from Design Plans on record
® Observed Site(Abutting property,observation hole, basement sump etc.)
Determined from local conditions
✓ Checked with local Board of Health
Checked FEMA Maps
Checked pumping records
Check local excavators, installers
✓ Used USGS Data
Describe how you established the High Groundwater Elevation. (Must be completed)
Using the Barnstable topographic and water contours maps, the maps were showing approximately 20' +/- to groundwater
at this site. A perc test was done on the new door lot I year ago and no water was observed at 11'. The high groundwater
adjustment for this site(MI W 29, Zone D, 7199)was 4.8'.
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.
revised 9/2/98 Page 11of11
d TOWN OF BA.RNSTABLE 1
LOCAT10N OS' Grt,aT w►Ars� Rd SEWAGE #
VILLAGE r[+nT' eVA, ASSESSOR'S MAP & LOT-a
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACII.TTY: (type) a ' C2SSp[f61S (size)
NO.OF BEDROOMS
BUILDER OR OWNER ?IALJI OY1
PERMTTDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
1
3�
/�
34� 3a
,,
L ® A ION S AGE PERMIT N0
PILLAGE
I.NSTA LLER'S NAME i ADDRESS.
'a/61 -
6UILDER OR 0WIfIR
L
® ATE PERMIT ISSYEO
DATE COMPLIANCE. ISSUED y
ti
a
� .`�
1 � `-
�� � �V
i \
S w �J
�sb
. - �,-
� ;
�=.
$ 10 00
No..........83_�1 r Fps..............................
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
Town -OF...........Barnstable
.................- ............................--------------------..............................
AVVIiratiutt for Dispasa1 Works Toutitrurtiutt nuti#
Application is hereby made for a Permit to Construct ( ) or Repair (X) an Individual Sewage Disposal
System at:
....15..0 oath_Lan.....Barnstable....MA---02620__-----• --•-•--•------------------------•---------•----
Location-Address or t
._William B. Kennedy............. 15 Coach Lane, Barns a fie, MA 02630
- -•----••------------------•-•-•-----•---.....-•--------------•-....----------•--•--•----•------...
Owner Add ss
aA & B Cess ool Service 128 Bishops Terrace, ffyannis, MA 02601
Installer Address
Type of Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms..................3........... .Expansion Attic ( ) Garbage Grinder ( )
............... No. of ersons_....____.Z.._.._..__._.__ Showers — Cafeteria
per., Other—Type of Building ..:.......... p ( ) ( )
at Other fixtures -----------------------------•-• .
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
04 Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................
W Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
x
Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by........ =--------------- ---------------------- --------------•--- Date---------------------------------------
aTest Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water-------------------------
44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
P ----•-•---------------------------------------------------------------------------------------------.........................................................
0 Description of Soil............Sand...................................................................................................................................................
x
W
UNature of Repairs or Alterations—A saver when applicable..__lastallation_-of _a 1.000__gall on--st one.....
packed leach fit (overflow) raised to grade.
------------------------------------------------------------------------------
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance h s en ued by the boar of he 1
Signe _ 8
---- -------------- ---------- -1...3. -
J � / a
Application Approved By-------- '.& . -- ............................... ...............
Date
Application Disapproved for the following reasons--------------------------------•-----------------------------------------------•----------------------....--••--
....................................................... -•-••----------•--...----••------...--•••--•---....••-•-•---•-----••-----•-•-------••----••-•--•---•---••-----•------•---------------------------
Date
Permit No................... ... Issued •. 4-/83
Date
No..........B3-•1-0 F.RB
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
................_...ToWn..........O F...........Barnstable
...... .............................................
App iraation for Disposal Works Tontrurtion rrutit
Application is hereby made for a Permit to Construct ( ) or Repair (X) an Individual Sewage Disposal
System at:
........ ..................•-•-•-•••-•--•--
Location-Address
ors t
William B Kennedy 1
� 141 02630
. .... ....!.t ................................................... --•--•------
................
Owner Add ss
a A_.& B_Cesspool._Service 12B Bishops Terrace, Hyannis, MA 02601
..
Installer Address
dType of Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms..................3........................Expansion Attic ( ) Garbage Grinder ( )
Other—Type e of Building No. of persons ............... Showers — Cafeteria
A
yP g P ( ) ( )
QIOther fixtures -------------------------------------------•-•--....--.------------•-----•••-•••--••---------------------•.....•----••--......--------•-•.............
d
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
P4 Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter_-.----_--_.-_ Depth................
W Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
x
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... .Date........................................
1.4
,_l Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water.........................
P-4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
P4 ---•----•--•-------------------------•--------•-----------------•--••----•----------•-•-••-•-•--...•.........................................................
DDescription of Soil.--------- SMd-•-------------------------------•--•------...-----------•------------------•---------------•-----------•---------------------•---...------..-----
x
W
------------------------------------------------------------------------------------------------------•--------------------------------------------------------------------------------------•----•...
Nature of Re airs or Alterations—Answer when applicable...iastallation__of-.a_1,`000___ ]a St U packed bath pit (overflow) raised tgrade.
. ---•- -----•. -----------•------------------------•----..........._..._.
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE, 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the boar _of health! /
Signed:'!T: f s C . = !.e'. = h � �( 4�83-
�, ` ! / a
Application Approved By------ . ."-11.�3. :. r'' • . •-------•-------------- .---•--•---- [ 3-----------
Date
Application Disapproved for the following reasons-------------------------------------------------------•-----------------------•---------------•------••.....••-
--------•-----------------------•--.-••--•-••---.....---•------------_---••--••--•--•----------.............-----•--------------------•-----------------------•-----•------------•----------------•_.....
Date
Permit No. •.... ..: Issued �....'�':�83 -._....
Date
THE COMMONWEALTH OF MASSACHUSETTS
. BOARD OF HEALTH .
....................T-o.wn...........OF..........Barn stable
. ..................................................................
Vrr#ifiraaU of Toutpliaaurr
T I S SCQQ P�o1T�erV� e� tIPZ i sYlops e e�DisspoW S-stq,cwtru6�e6 j ) or Repaired (X)
by....................................................................................................................................................................................................
15 Coach Lane, Barnstable, MA 026301=StVYlliam F. Kennedy
at......................................................................................................................................................................................................
has been installed in accordance with the provisions of TIJJ.'EF 5 of.The State Sanitary (4ep6scribed in the
application for Disposal Works Construction Permit No.........�__. s, rj�............. dated_--......__._.-_-.-._..........................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE...................Y/...4 83_..------........---.............----------. Inspector....._.... ....--- .............................................................
THE COMMONWEALTH OF MA SACHUSETTS
BOARD OF HEALTH
8 Town........OF._..__... Barnstable 10.00
No.... " ., ... -1............... FE> .......................
Disposal Works 0-fonstrudion rruti#
A & B Cess ool ervice
Permission is hereby granted -- --- --- •. •... S--••---------.
to Construct ( 11 or Re air ( an Individual Sewage Di�g�sal System
15 Co�.clp Lane, Barnstable, -IM 024- - William =�-. Kennedy
at No....................... -- - ---------------------
Stree
as shown on the application for Disposal Works Construction P rmit tI0'._.......•._.....If ated......._-_.�'�.4/�3...............
... ..,�. ,,•/ ........-••-.-•--......
4/ 4/83 and o Health
DATE................................................................................
FORM 1255 A. M.SULKIN. INC., BOSTON
N LEGEND
® Wequaquet -
Lake - 98 -- EXISTING CONTOUR 9
X 100.98 EXISTING SPOT GRADE v°� 6 tl
-W EXISTING WATER SERVICE
,m F 9 \
�yP -eHW OVERHEAD WIRES `I'll.
y okQc !o TEST PIT 102 101,96 ``J�. ,/'OO N 66.1`1_
Qo 0 4P BENCHMARK i '•�`� i �4„ w - D
10019s 170 Z
^P o l02.04 f 60'Great
Ma
e Ra °a c0 f X
R s 2a , x 101,65 11
I � ':
r`O°egg Route EXISTING CESSPOOLS °`;` 10
LOCUS Qz;o7 101.70
W TO BE PUMPED, FILLED W/ %; .�Playground &
e
Route 28 st Main St SAND AND ABANDONED. a9� •.swing set area +1o1,3s
LOCUS MAP 101.46
0 io '' x Iv
�0c° �, ''•.. +
NOT TO SCALE 100, 101.39 LOT 1
APN 210- 128-001
o 43,873S.F.
oo.s1
BENCHMARK SET .6q
/ �x�9.93 {;101
OUTSIDE COR.18OTT. STEP 100,13 e +100.07 `��0 `` -A 0 0:•
EL.=100.95 (Assumed) ' �P; �
PROPOSED
r i SEPTIC TANK 1 'ABC Yt
100.21
Q ". `�
0 oo `� 2 GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
t � 70 BOARD OF HEALTH AND THE DESIGN ENGINEER.
99.65 99.50\\ O 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
x i
} � OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
019.11 iN�sr LOCAL RULES AND REGULATIONS.
0'0 . FX/ /-x �� 99,2 1 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
n �I
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
i
100,74: DESIGN ENGINEER.
99.314. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
��'��" ••-4' � °pQ -)3 Q) 00 ENGINEER BEFORE CONSTRUCTION CONTINUES.
F 98,48 100,59 p0,g5 COY
0 �yoo.a9 7, O' �' 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
c 101,0 \ �,\\\p o NO •O�/ 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
100.54 7m HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
z 0 ¢ % "rs 100.23 7. WATER SUPPLY PROVIDED BY PRIVATE WELL.
a� X Q �
i ° S' i '► c59 i 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
CL a LAMP J ii a 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
_ / O 3 iy j DIRECTED BY THE APPROVING AUTHORITIES.
x 1oo.s4 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
100,10 + QP f"'1 ; o THE LOCATION OF ALL UNDERGROUND UTILITIES, 'PRIOR TO BEGINNING
0 � : �^�; i CONSTRUCTION.
L=45.00' 99,95 i 0 0 - J
/ `� v: o >3 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
R=460.00' +100.79 _ _ 2�g O�j +100,00 i 02.34 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
split roil fence 79.12'45" _ _ `___ REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
AA uP 1`_-split rail fence _-_ _�4-1� 2 . 0 �P 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
100.45 1oo.1a ed e of IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
r# PE
4A4SX y g pavement/berm 100.65 100.96
R T.
GREAT MARSH ROADPROPOSED SEPTIC SYSTEM UPGRADE PLAN
VIL 125 GREAT MARSH ROAD, CENTERVILLE„ MA
VIL. 35109 Prepared for: Frank McEneaney, 125 Great Marsh Rd., Centerville, MA 02632
a� £G/SZFR��
Engineering by: SCALE DRAWN JOB. N0.
E` Engineering Works, Inc. 1"=30' P.T.M. 251-10
12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET N0.
1Z(l�t W (508) 477-5313 12/17/10 P.T.M. 1 Of 2
TO PREVENT
b� NOTE: BREAKOUT,FIINISH GRADESHALLNOT gE < EPROPOSED
.97
FOR,A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. 21 5-4" POLYSEAL OUTLETS
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL INSPECTION PORT OVER END UNIT 2" 3" 74" POLYSEAL INLETS
T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE -7
EXISTING F.G. EL.=100.3t F.G. EL: 100.0t F.G. EL: 100.3(MAX.)
MAINTAIN 2% GRADE (MIN.) OVER S.A.S. �y O O
5�5 i° L
o
LO
L = 21 L 5' L = s' M INSPECTION PORTS
o6
® S=1% (MIN.) ( Ax) ( )
4"SCH40 PVC ® S=1% (MIN.) ® S=1% (MIN.) 2 MINIMUM
4"SCH40 PVC 4"SCH40 PVC
s N Top View Section
1o°I s" 11.3" TO D-BOX
14,. INVERT
INV.=98.25 48" LIQUID
LEVEL ADD INV.=97.67
GAS BAFFLE PROPOSED INV.=97.50 4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25.0'
INV.=98.00 D-BOX
4 OUTLETS (MIN.) SOIL ABSORPTION SYSTEM (PROFILE)
PROPOSED SEPTIC TANK
CONNECT TO EXISTING INV.=96.94 -ESTABLISH VEGETATIVE COVER
SEWER, INV.=98.60 -BACKFILL WITH"'DEAN NATIVE OR 75 �{
PERC SAND TO TOP OF CHAMBERS
NOTES: BREAKOUT=TOP
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP ELEV.=97.33
INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=96.94
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=96.00 III®Illlt®IIIII®II
GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 2.83' _
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. ABOVE BOTTOM OF r� 76"
3) INSTALL INLET & OUTLET TEES AS REQUIRED. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3'
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE EXISTING MATERIALITABLE PROFILE
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO G.W., EL=89.5 =
SEPTIC SYSTEM PROFILE WITH OWS NO SEPARATION BETWEENADS EACHBIROW &ENOUNITS STONE
N.T.S. TYPICAL SECTION 16"
N.T.S 11
SOIL LOG -1 /; C.)
DATE: DECEMBER 17, 2010 (REF# P-13160) r
4"m.
DESIGN CRITERIA O1 OIL DA EVALUATOR:S E HEALTH AGENT TER M 42) SECTION END CAP
QO� WITNESS:
R OF BEDROOMS: 2 BEDROOMS 5J1 "
NUMBER B 0 G
- BIODIFFUSER U
'L 16 HIGH CAPACITY (H 20) B IF ER NIT
5 Elev. � Elev. -
SOIL TEXTURAL CLASS: CLASS I �.�\5��� I I J5� � Depth Depth
DESIGN PERCOLATION RATE: <2 MIN/IN �OJ I �0 100.0 A 0" 100.0 A 0" MODEL 16" HICAP
DAILY FLOW: 220 G.P.D. I IC�(.O SANDY LOAM SANDY LOAM LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT
DESIGN FLOW: 330 G.P.D. 9P 99.2 1OYR 4/2 9 99.3 8 1OYR 4/2 EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
GARBAGE GRINDER: NO O�G� B B SIDE WALL HEIGHT 11 2" DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
LEACHING AREA REQUIRED: (330) = 445.9 S.F. o SANDY LOAM SANDY LOAM OVERALL HEIGHT 16"
10YR 5/4 3
1OYR 5/4 4640 TRUEMAN BLVD
.74 ^� � � C1 C
96.7 40" 96.8 38" OVERALL WIDTH 136 CF ® HILLIARD, OHIO 43026
PROPSED SEPTIC TANK: 1500 GALLON CAPACITY ���, ? ai PERC
PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED � 52" CAPACITY (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC.
1 LO M-C SAND M-C SAND
USE 4 ROWS OF 4 - 16" (H-20) ADS BIODIFFUSER UNITS o'• o; 20% GRAVEL 20% GRAVEL PROPOSED SEPTIC SYSTEM UPGRADE PLAN
v, 2.5Y 6/4 2.5Y 6/4
Wf NO STONE FOR AN S.A.S. WITH DIMENSIONS 11.3 x 25.0 ; °°,•N;� 92.0 96" 92.0 96" 125 GREAT MARSH ROAD, CENTERVILLE„ MA
(HIGH CAPACITY INFILTRATORS MAY BE SUBSTITUTED) a. C2 C2 Prepared for: Frank McEneane 125 Great Marsh Rd., Centerville, MA 02632
SIDEWALL AREA: NOT APPLICABLE MED. SAND MED. SAND P Y
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) V__ 2.5Y 6 4 25Y 6/4 SCALE DRAWN JOB. NO.
/ . Engineering by:
1F 1.3 89.5 126" 89.5 126" NTS P.T.M. 251-10
" "
16 UNITS x 6.26 LF x 4.7 SF/LF = 470.0 SF PERC RATE <2 MIN/IN. ( C HORIZONS) Engineering Works, Inc. DATE
DESIGN FLOW PROVIDED: 0.74 x 470.0 = 347.8 GPD S.A.S. LAYOUT 12 West Crossfield Road, Forestdole, MA 02644 CHECKED SHEET NO.
NO GROUNDWATER OBSERVED (508) 477-5313 12/17/10 P.T.M. 2 of 2