HomeMy WebLinkAbout0267 GLENEAGLE DRIVE - Health 267 GLENEAGLE DR., CENTERVILLE
A= 080 505
OVA
No,153LOR
HASTINGS,PAN
No. .a dy j-1 4 t. Fee 16D
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: J/
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ZippYication for �Digo!gal 6pgtem Cori.5tructiou Permit
Application for a Permit to Construct( ) Repair(grade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Address or Lot No. 2G 7(o%nlPu �� VJ'- Owner's Name,Address,and Tel.No.
C e�i-�'�YI p ON/
Assessor's Map/Parcel -/ Q_—.1L
Installer's Name,Address,and Tel.No. Designer's Name,Addresst and Tel.No.
r
, v3l u 5 14 fJ e'Ck VAJ S0"00-7/v_y
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size fSOS_0 sq. ft. Garbage Grinder
Other Type of Building �&Z5 to No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3-3O gpd Design flow provided f3y7, +, gpd
Plan Date Number of sheets `2 Revision Date
Title
Size of Septic Tank , Type of S.A.S. i�iCt�Sz'/,� f/�`t XC2S—
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) �+ /�r✓ ..
re w 5af
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 Boar ealth f�
Signed L Date 0 /T v
Application Approved by DateIV
Application Disapproved by: Date
for the following reasons
Permit No. Qty�'" —————————Date Issued —
------ Tl���
.:,".,�,,,�..�.,.—r-•..�..si .+...,4.�y5� � _..,-, _ ...�.�..:�'.""`"w�.,,+a•....•�-r.�.,....-:,_,:_»-,'-` -'w. � ..=r,.....�-.-'.-•-:.i•may >.r--_...--• ,— � -, .= a ,. . -
SX l/!/ r / 7
No. � . � Fee /
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: tom/
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Zlpplication for ThgpoeW 6p$tem Conoruction Permit
Application for a Permit to Construct( ) Repair(-Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Address or Lot No. `.1 G'7 GJa oIP,,�i J� V� Owne�r'j Name,Address,and Tel.No.
s�1-:rr v,t I e cl /`C U./CIUfi
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
i✓Slus A f5l'CAAJN SOS- 00-7/5S FivSrvwr�r�•f 1.���/�$
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 0S-6 sq. ft. Garbage Grinder (N .
Other Type of Building 4 0d5 &e No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) S'3O gpd Design flow provided :31V7,R, gpd
Plan Date Number of sheets 2 Revision Date
Title
Size of Septic Tank ,!per 91v 5 Type of S.A.S. ^wSr/C
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) - r,//j✓r, ft./ S, A . S
Aw1177� `
X 1
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 Boa Healt f/
Signed -: Date ,0///T v
Application Approved by r S Date
Application Disapproved by: .- } Date
for the following reason s/
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS U�
(Certificate of Compliance
THIS IS TO C�E.RTTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (Upgraded ( )
Abandoned( )by �diJ�5 ,� �clir v�
at 16 7 G/rnirei,/e- ;,-/ 1rrv,,ewi/At- has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. U ' L[o dated L110 .
Installer2:4-0,1 &4,v�/� Designer i f!!Z / I
w
#bedrooms Approved design ow ly, 7,0 gpd
l
The issuance of this permit shall not be construed as a guarantee that the system will ri}tion as designed.
Date -__ Inspector rl,✓
———————————————————————————=————————————————
44
No.'9 co 7�r� Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION.-BARNSTABLE, MASSACHUSETTS
Oi!gpoal 6p5tem Con5truction Permit
Permission is hereby granted to Construct ( ) Repair (r/ Upgrade ( ) Abandon ( )
System located at G 7 64-42c-,r,f/r V/ /1.1
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title 5 and the following local provisions or special conditions.
Provided: Construction must be completed within three years of the date of this permit. �f j
l U
Date
f / ."� Approved by
TOWN OF BARNSTABLE
LOCATION 1 SEWAGE# s?�" _ _
VILLAGE (tOn1 J-e{L ` e ASSESSOR'S MMA"P&PARCEL
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) C ¢ (size)
NO.OF BEDROOMS
OWNER 1Z Ve,1,0 If'
PERMIT DATE: COMPLIANCE DATE: (/$�
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility feet
Private Water Supply Well and Leaching Facility(if any wells exist
on site or within 200 feet of leaching facility) feet
Edge of Wetland and Leaching Facility(if any wetlands exist
within 300 feet of leaching facility). feet
FURNISHED BY
L I�v1 �
16/2008 09:57 5084775313 ENGINEERING WORKS PAGE 01
;. Town ®f Barnstable
Regulatory Services
iV p Thomas P. Gefier,Director
p � m
Public health Division
Thomas McKean,Director
200 Mein Street,Hyannis,MA 02601
Offaar: 508-8.62 Arc: 509-79 3Qy8
Sewage Permit# Assessor's Map1\P.a" 19 Z 1 y
Po
ya. -----------
IY
Attie I� (/� �s ��.�� �0�
Add►r_ rr--
k p; 3",
O_ _ was issued a permit to install a
El` ( ) (installer)
4r: c s. ffit ° 7 ��, bated on a design dmwn by
j (address)
�14c- ��.�-�� dated
s
1 _� : I that the septic. ep � system referenced above was installed substantlail. mac., 47
' to
i the, h may include manor approved changes such as lateral relorti the
�? box and/or septic w*.
.
f ' 3 I certify that the septic s stem referenced above was installed with major c e.
fVV&W thw to, lateral relocation of the SAS or any vertical relocation of guy component
Of.the c system) but in accordance with State & LocaI Regulations. PIS ¢evision or
cadW as-built by desipar to follow.
OF U4
' ® TER T.
` q i McENTEE
9a si tmv) clVi
No. 09
C.X
} /
G S �I 1
• ; . ��9F � cy�
ESSIONAtiff
s.�' tore Affix Designer's Swap 1 )
D NET I�LF PL]lII i[` IiALI'Ii b 0AXIBAU OF
.: C YU A TN D,AP.NS '.BI.,F,f'UBLIC ILA .T1FI DIVI�IOPI. TfIA1�K�O[J.
Q Cer ificadon Form 3-26-44.doc
p, r
.1 t
Town of$ar sta
S
Department df Regulato, Services
r� = Public,Health D �ision Date I y
tsJA«�� 200 Ivlatn Street;-HyanzE
nis MA 02601
� F
Date Scheduled m Time Fee Pd. t
Soil Suitability Assessment fob Seage
Performed By. QSc-� Witnessed By ,l i•! �.�
•
L,( �CA ' CXN: EI I1�'CJTC11T. ::' lilt
Location Address Owner's Name
C'evlb-2nl,1L-e Address �
Nv d 3
Assessor's Map/Parcel: Engineer's.Name
V� NEW CONSTRUCTION REPAIR Telephone# �0$—y"1?331jd — 151A7 (p0
., 'Land Use. I Slopes(So) �2-- Surface Stones
Distances from Open Water Body ft Possible Wet Area_Z �ft Drinking Water Well `ft
Drainage Way :Zt Property Line _ft Other tt
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
Zta� < wco
.
t-
.� I CD . . .rn. '
Parent material
(geologic) Depth to Bedrock
Depth to Groundwater. Standing Water in Hole:— L� Weeping from Pit F&oa
Estimated Seasonal High Groundwater
RA -81GHWAT
Method Used:
Depth Observed standing in obs.hole: In. Depth to soil mottled: la
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level .m Adj.factory Adj,groundwater Level
PURCOI AIXON-1-AS'r'
Observation i
Hole# I Tlme at 9"
Depth of Perc �— t1� Time at 6" ..,..�,,._
Start Pre-soak Time O Time(9"•6") ,.�..�
End Pre=soak
Rate MinAnch Z
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within 100'of wetland,you must first notify the
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:\SEPTTC\PERCFORM.DOC ,
DEEP 0 SERVATIOP4 LE LOG hole*
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,,Boulders.
�-1 rn
' FEP 0� 1VA�'I11QIrE LOi H61e
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA)... (Mansell). . .. .
Iviottlin
`12 �L
g ($fracture,Stones,Boulders. .
iisistenc o
6 S ( a (Ls
AL�U_ 2�T
D VIV00URVATTON HOLE LOB I isle.#
Depth from Soil Horizon Soil Texture Soil Color +
Surface(in:) Soil.:. Other
(USDA) (Ivtunsell) Mottling (Structure;'Stones,Boulders
-,Consistency,%Gravel)
�1►EX ORSERVAVON MOLE LOG dale:#
Depth from Soil Horizon Soil Texture Soil Color Soll Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Flood'Insurance Rate Man
Above 500.:year flood boundary No_ Yes
Within 500 year boundary No r� Yes
_:Wtthtn 100;year flood boundary No.� :. Yes
Depth of.Naturally Oecurrine Pervious:Material
Does at least,fourfeet of naturally occurring pervious maferial,exist ink all areas observed:throughout the
area proposed for.the soil absorption system?.
If not,what ts.<the de th of:naturall occurrin ervi us material?P. Y g p c
Certi�atlon
I certify that on )lCl date I have passed the soil evaluator examination approvedby the
Department of Env.iro6'ntal Protection.and that the.above analysis was performed by me consistent with
the required train' g,exp. tise and experience desd 'bt d'm 310 CMR 1.3 017. :` s
Signature' Date
QA.SEPTICIPRC#�OR.M DOC`
a t a
J
s
90
0 - SOS
TROY WILLIAMS
SEPTIC INSPECTIONS
Certified by MA Department of Environmental Protection (5'08) 385-1300
19 Hummel Drive Cb
South Dennis, MA-02660
COMMONWEALTH OF MASSACHUSETTS fl , pCjEfVIC
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS A1JG 2 5 1998
r
DEPARTMENT OF ENVIRONMENTAL PROTECTION T0X/1VOF
ONE WINTER STREET. BOSTON, MA 02108 617.292.5500 8EATLyDCPTAB(['
19
WILLIAM F.WELD fiRUI)Y COaE
Govcmor
Sccrcary
ARGEO PAUL CELLUCCI DAVID B.STRUHS
Lt.Govcmor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Commissioncr
PART A
CERTIFICATION
Property Address: "��O 7 Gl�., at�� f/r �r+tcru;111 Address of Owner:
Date of Inspection: K.�.. �v U H
Of different) S><
Name of Inspector. Troy Williams y/
I am a DEP approved "em inspector pursuant to Section 15.340 of Title S (310 CMR 15.000)
Company Name: Troy Wi 11 iams Septic Inspections M`` '
Mailing Address: 19 HUmmPI Dri VP , South Diann i s , MA 02660 O/6 /.2
Telephone Number: ( 502) 38 5-130 0
CERTIFICATION STATEMENT
1 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 inspection: The inspection was performed based on my training and experience in the proper function and
maintenance of on-site sewage disposal systems. The system:
,Passes
_ Conditionally Passes
Needs Further Evaluation By the Local Approving Authority
_ Fails /J f
Inspector's Signature: Adjsf l Date: 8 6 b �S a
The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty(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 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.
INSPECTION SUMMARY: Check A, B, C, Or D:
AI SYSTEM PASSES:
I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303.
Any failure criteria not evaluated are indicated below.
COMMENTS:
BI SYSTEM CONDITIONALLY PASSES: /V/I
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 exiiltration, or tank
failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank
as approved by the Board of Health.
Paq• 1 of 10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
267 Glen Eagle Drive, Centerville,MA
Property Address: Kim Vucina
Owner: August 18, 1998
Date of Inspection:
B) SYSTEM CONDITIONALLY PASSES (continued) AIIA
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). Describe observations:
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
C) FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: /V14
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 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 APPROPRIATE) 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 I 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
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 267 Glen Eagle Drive, Centerville,MA
Owner: Kim Vuona
Date of Inspection: August 18, 1998
DJ SYSTEM FAILS: A1114
You must indicate ewer "Yes" or "No" as to each of the following:
I have determined that the system violates one or more of the following failure criteria as defined 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 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 112 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 I 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.
El LARGE SYSTEM FAILS: A1/1,
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 bring the system and facility into full compliance with the groundwater treatment program
requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information.
(r.v1..d 04/25/93) P.C. 3 of 10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
267 Glen Eagle Drive, Centerville,MA
Property Address: Kim Vu0na
Owner: August 18, 1998
Date of Inspection:
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.
_ As built plans have been obtained and examined. Note if they are not available with N/A.
v _ 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.
V _ The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of
baffles or tees, material-of construction, dimensions, depth of liquid, depth of sludge,depth of scum.
t! The size and location of the Soil Absorption System on the site has been determined based on:
The facility owner(and occupants, if different from owner) were provided with information on the proper maintenance of
Sub-Surface Disposal System.
_- Existing information. Ex. 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)]
(rwis.d 04/25/97)
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C .
SYSTEM INFORMATION
Property Address: 267 Glen Eagle Drive, Centerville,MA
Owner: Kim Vuona
Date of Inspection: August 18, 1998
RESIDENTIAL: FLOW CONDITIONS
Design flow:.330 Q.p•d./bedroom for S.A.S.
Number of bedrooms:
Number of current residents:
Garbage grinder (yes or no):_.,V o
Laundry connected to system (yes or no):-y�g-7S
Seasonal use (yes or no): /V&
Water meter readings, if available (last two (2) year usage (gpd): P-k//o.. 5 g 6 = yy r o
Sump Pump (yes or no): Ato
Last date of occupancy:_6 c- %dj2 r^e d
COMMERCIAUINDUSTRIAL•
Type of establishment:
Design flow: t allons/day
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:
System pumpedas part 4f inspection: (yes or no)IV-
If yes, volume pumped: gallons
Reason for pumping:
TYPE SJF 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. Copy of up to date contract?
Other
APPROXIMATE AGE of all components, date installed (if known) and source of information:
Sewage odors detected when arriving at the site: (yes or no) �/(3
(rw im.d 04/25/97) a-_-
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 267 Glen Eagle Drive, Centerville,MA
Owner: Kim Vuona
Date of Inspection: August 18, 1998
BUILDING SEWER: A/A
(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:-/
(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:_/0 rr
Scum thickness:_
Distance from top of scum to top of outlet tee or baffle:
Distance from bottom of scum to bonom of outlet tee or baffle: /0 �r
How dimensions were determined: pp-_ bt .
Comments:
(recommendation for pumping, condition of inlet and outlAtees or baffles, depth of liquid level in relation to outlet invert,/structural
integrity, evidence of leakage, etc.) u C- -ct ,-- ;k /� �- ,„,cA c_.�
InJ C.-v1--- il n "1 1 w .� /-L e. 6 rca Ala r c�5 -� O Y
A i_ ).� � c t LJ•C✓ ` T��d d ' .
GREASE TRAP:_,A///,-?
(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.)
(rsviv-d 04/25/97)
i
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 267 Glen Eagle Drive, Centerville,MA
Owner: Kim Vuona
Date of Inspection: August 18, 1998
TIGHT OR HOLDING TANK:/V//� (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 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:,]/
(locate on size plan)
Depth of liquid level above outlet invert: lGui
Comments:
(note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.)_
../--6'� 'C •L c.�h .�6, t.,+U,— c, r�c3 c✓ /`/•-+ J
•v�
PUMP CHAMBER: /" ,//g
(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.)
(r. i..d 04/25/97)
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 267 Glen Eagle Drive, Centerville,MA
Owner: Kim Vuona
Date of Inspection: August 18, 1998
SOIL ABSORPTION SYSTEM (SAS):z
(locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods)
If not determined to be present, explain:
Type:
leaching pits, number.�vre
leaching chambers, number:_
leaching galleries, number:
leaching trenches, number,length:
leaching fields, number, dimensions:
overflow cesspool, number:
Alternative system:
Name of Technology:
Comments:
(note condition of soil, signs of hydraulic failule, level of ponding, condition of vegetation, etc.)
„-d� bt 4 � o
s L
.c, c
•
CESSPOOLS: �
(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 (cesspool must be pumped as part of inspection)
Comments:
(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.)
PRIVY:_N/�
(locate on site plan)
Materials of construction:
Depth of solids: Dimensions:
Comments:
(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.)
(ravla.d 04/25/97) Page a of 10
i
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 267 Glen Eagle Drive, Centerville,MA
Owner: Kim Vuona
Date of Inspection: August 18, 1998
SKETCH OF SEWAGE DISPOSAL SYSTEM:
include ties to at least two permanent references landmarks or benchmarks
locate all wells within 100' (Locate where public water supply comes into house)
2S' S
��� /oov y�- ► • i
027 �
0-/.�vx
eX� r C
(rwised 04/25/97) Page 9 of 10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address. 267 Glen Eagle Drive, Centerville, MA
Owner: Kim Vuona
Date of Inspection: August 18, 1998
Depth to Groundwater Feet adjusted high groundwatcr levcl
Please indicate all the methods used to determine High Groundwater Elevation:
Obtained from Design Plans on record
V/Observation of Site (Abutting property, observation hole, basement sump etc.)
V Determine it from local conditions
Check with local Board of health
Check FEMA Maps
Check pumping records
Check local excavators, installers
Use USGS Data
Describe in your own words how you established the High Groundwater Elevation. Must be completed)
✓G✓H .� W 4-7--4✓ c� T 4 kv) s� �. i�✓�'�r G/t`O O' -
/y �� ,,,� v yC' /.G.0. ems. ; 1.., �,,, C• S �. ' G '� _A
(revleed 04/7S/97) Pave 10 of 10
_ TOWN OF BARNSTABLE
Lie#.TION � �I ►., ray l� vim. SEWAGE # ,
VILLAGE ASSESSOR'S MAP& LOT
f±
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY Div l
LEACHING FACILITY: (type) �' (size) C e 5h d
146:OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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 byI.J
t
f
i �� 'Sc
: , , . ?,&1 1?0-9(06-
L d C AT IONr 'f SEW G E PERMIT NO.
b-
VI•LLAGE --�
1NST LLER'S� N. ME i ADDRESS
Ll t?C" n0
BUILDER OR OWNER
DATE PERMIT ISSUED /2- 23-e0
DAT E COMPLIANCE ISSUED G /?
I�
RemR I
l/- /o r-a
o. .... D _ .� . . Fms... .................
_
THE COMMONWEALTH OF MASSACHUSETTS
_ BOAR® OF HEALTH
® OF....13 l?IV s� ��-�-------------------•--•---•--------
Appliration for Dhgpoual Worse Tunitrnrtiun Prrutit
Application is� ,eade fora Permit to Construct (x) or Repair ( ) an Individual Sewage Disposal
System at:
aEF4 ���
......................... :I....... ..• ----.--------••-•--•••-•--------•--- p..•-•-----•-••------=-• .............
Location-Address _ or Lot No.
er Address
...............................................................
a staller Address
Type of Building Size Lot__ ®.S ...Sq. f t
Dwelling—No. of Bedrooms............�__________________________Expansion Attic ( ) Garbage Grinder (/ �j
04 Other—Type of Building ____________________________ No. of persons___________________________ Showers ( ) — Cafeteria ( )
Q' Other fixtures ____________________________
W Design Flow___________________________�r......gallons per person per day. Total daily flow____.___..__._______.3_P__.______.. flon`f
WSeptic Tank-l-Liquid capacity/N?ggallons Lengthp_'(..___. Width_4_ 1_ _ Diameter________________ Depth_ _ _..
T ____. Widt/_____..f..__..___._ Total Length Total leaching area____________________s ft.
x Disposal Trench—No ______________ g g q.
� �Seepage Pit ?�o...___ _. Diameter_6_ +J__ Depth below inlet___?______________ Total leaching area_�:�
----------- ----- P - g -- ----------sq. ft.
Z Other Distribution box ()� Dosing tank ( _) >
`~ Percolation Test Results Performed b .w .' �___�__/_"__________________________ Date_._ �1 �U
Test Pit No. 1LESS__2._minutes per inch Depth of Test Pit---J-T¢_...... Depth to ground water..!.VD_...W W-f
fi Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
-••-- -------------------------------�--------- --•••-••-••••-•-•-••••--••..._.......---...• ----`�-------•----------------------•-------•I----__
----
Ox Description of S!o�il__c_C. ��?Y✓�4 r1T �L VA06� - 04Lr-r41V
___ _ _ _ €DU
••••••c �4 DU� e �•
W -----S-U-0-7-Q2 k---------------------------------------------------------------------------------------------=------------------------------------------------•-----•-------------------
UNature of Repairs or Alterations—Answer when applicable_______________________________________________________________________________________________
-----•----••--••-••--••-----•------••---•--•-------•-•••••••••-•---••----------••••••-•---••-•••••••••••••-•••••--------••------•--•••-•••••••••-•-•-•••--••-----••••••••-••----•--•-•••.....•---•--••••
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of .:.TI 7 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 t e board of bealt .
Sign ----• ••-••--- - .h y�
-- •--•-•----••••...--•--•••-
`----Date.... ._
,�(
Application Approved By......../ --•-- = +K //-_l y
--------•-•----------------------•---------------------..__Date
Application Disapproved for the following reasons:_______________________________ .__........__
/4 iermit No/(/ ------------ ------------ /C/.._. "/`��p/� Issued.......................................................
d
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
QUA/ `.....__......OF.....�_r�..�c'lll STf-IU
Applira#ion for Dh4poti al Works Tontrnrtion rrrinfit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at: 2 , G4 E N 1-"a G E L�/,7/U E . 'f 1
- ..... . ..-- ----------------------------------•................. ......----•...----------• ---- ..�
... - ------------------•.
Location-Address or Lot No.
�> � �� v'�c 1 _ S. �if�n � ° N,r� � /(_-;o AJ �c?:. 1 J!V ca(Lr!
w ................ — ......-.. 4---` .. ---.-- .... .... ......-. ......
7ner Address
staller Address J
Type of Building Size Lot.... fe t
Dwelling—No. of Bedrooms.............�..._..............___....Expansion Attic ( ) Garbage Grinder (F*V.
aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
aOther fixtures --------------------------------------------------•-----------•------•---•-•••••••••••--•---•--•--•••--••---•--••-•-•---......-••-••--••--•....-•-••-
W Design Flow .......................i�. ...__gallons per person per day. Total daily flow_.......,..............U......._._gallons.
WSeptic Tank ....Liquid capacity.vngggallons Length.3�`:Vie.':. Width..4.`..L� 'Diameter................ Depth..:!:. 4�t
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
:+-
Seepage Pit No-------I............ Diameter.. .--�_I_�.._. Depth below inlet... ............. Total leaching area..:.U....sq. ft.
Z Other Distribution box O Dosing tank ( ) ` 1
~' Percolation Test Results Performed b �mil`�.•.. S•�f................................. Date....C/� .l_!
Test Pit No. _-_-2-_minutes per inch Depth of Test Pit----;1_ 4..---- Depth to ground water___f_Ai__-k!'6i-ri
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
D Description of Soil ............. f= (/.l _/=!iJ...S ..!v i••••••......U_ .'..... .....a-----C z_Grid U i1y f_"...............................
tt
f �'r= r?..� t��✓ u� r U ....•-••-•-- _ - ..... - .... ........... . � _ ..... . _ ......-------- --•---.
L••••....................................................................................................................................................................
UNature of Repairs or Alterations—Answer when applicable--------------------------------------------------------------_................................
-----------------------•---•------•------------------•----------------------•-•----............--•••••---•----•--••-•--•••-•••••--•••-•---••-••----•--•-----•----•-•••••-•••-•-•--•--••-...........•••-
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of r'1T TLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issue by the board health.
Signe � .. •.
� Date
Application PP lication Approved B � •! 4a.Gf - -'_��!
Y '
Date
Application Disapproved for the following reasons--------------------•---- ....................................................................................
Date
--------------••-------------•------------------•--•------------•------------------------------------------------------------------------------------------------------------------------ ----------
PermitNo......................................................... Issued-....................................................... -
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD O' HEALT
.................. ......OF...... � . .. y� ..�, .................... �.
f�rr#ifiralr of TonapliFanrr
T S I TO CER�. That the Individual Sewage Disposal System constructed ( or Repaired ( )
by.... �• .•.... ---
nstallerzy
at--- -- -�--•-C:_--�,-�-1-• --•-•--fYYh�'"�----------� -�-:5.�_ ---- �-�---- _.. .--.-'-`fit--•-- •- - ----------
has been installed in acc r-ance.with the provisions of TIT 5 of The State Sanitary ode a described in ie
�'........ dated /L.-/__�� _... r .
application for Disposal Works Construction Permit No... ..... �`__
THE ISSUANCE OFTHIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE.................................................���f� �1 ------- Inspector..............12!
THE COMMONWEALTH OF MASSACHUSETTS
!.,BOARD O HEALTH
I........OF.....- .. ....-• -���...:........................................... FEE---
l� ........... ............. ` 1�..........
tuaa k
tnotnution rrntit
Perm>ss>on t by granted-------.. .._... ��-------------------•-•------------------------------------ •-.......... ......;:...
to Constrauct r Repai ( ) an Indi du ' Sewage 46sal System•?
at No.r>Iu .... ...-/, 4'
r
Stre t ��••~~��
as shown on the application for Disposal Works Construction IN/o_%__�___Z7_ Dated.__I -_l._�
....... ...fi�t2-1. .K 61-4 ..............................
3 _ Board of He tl,
DATE.....L?... °`1 .....................................
FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS
*.' I10!1'11'13)�
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_
LEGEND N
d � LOCUS
- 98 ......... .- EXISTING CONTOUR
x 100.98 EXISTING SPOT GRADE
BENCHMARK: 2so/ �� ~P� —�9�--= PROPOSED CONTOUR
CORNER OF BULKHEAD 6K �� Moon Fenny
ELEVATION = 100.61 pLAN 99 PROPOSED SPOT GRADE b
(ASSUMED DATUM)
_ W EXISTING WATER SERVICE
EXISTING LEACH PIT P' 421
(LOCATION TAKEN FROM RECORD (, EXISTING GAS SERVICE 8
AS—BUILT PLANS) " U UNDERGROUND WIRES
TO BE REMOVED (SEE NOTE 11)
FE-NCE N 13'05'12 E —QHW— OVERHEAD WIRES
` X 99.25 - -_ 121.55' x 99.73 x 99.51 `, - TEST PIT woodvule Ln Co,leton�n c
VIE N T' r
j x 99.50 �} BENCHMARK
EXISTING SEPTIC TANK *--25--r-'' : 10' LOCUS MAP
(LOCATION TAKEN FROM RECORD ___I- I
AS-BUILT PLANS) fl' �,ROpOSEiI!� r? NOT TO SCALE
TOP OF TANK, EL.99.34t 11_S_ .StRa GENERAL NOTES:
INV,(OUT)=98.00t 7 00
^•..
�•-� 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
r� BOARD OF HEALTH AND THE DESIGN ENGINEER.
x 100.47 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
TP-1 LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
rSNEb f' r SITP-2 310 CMR 15.405(1)(b):
1) A 1' variance to the 3' maximum cover requirement, for no greater
x: 99,30 than 4' of cover. S.A.S. shall be vented and H-20 Rated.
F ,, �„„� , r 86
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
x 100.06 r r , ,' .r ,'' b y wy
�'. �' TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
' EXISTING ';'' �' x�i ' 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
x �O 3. FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
N r e r HOUSE (#267)y ( 2..�
u7 r ,, ,� ,� ,,' ,, ,. t � ENGINEER BEFORE CONSTRUCTION CONTINUES.
00 '�GARAGE ''ter '~ -T.O.F.=101.94'
N N r'' �' /� �' -'' O r`i ,f r O� 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
C14 CD
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
00
z ~ ' '" -_ _.m.1x 99,95 N ONO �x.•99,82 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
•� r., _ .�.._ N _
HEALTH FOR PROPER INSPECTION DURING CONSTRUCTION.
z 7. WAITER SUPPLY PROVIDED BY TOWN WATER SERVICE.
10U.6Ei x 101.OEti x 100.78 x Z 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
I ' 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
f G 11 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES.
• 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
S' THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
LOT 25 CONSTRUCTION.
( G 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
DRIVEWAY APN 192-141
f y IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
15,058±SF ! REPLACE WITH CLEAN SAND AS SPECIFIED IN 3.10 CMR 255(3).
{ 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
G INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.
0 I O
Q S OF M� 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
4� IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
121,50' PETER PROPOSED SEPTIC SYSTEM UPGRADE PLAN
T• Gr✓,,
`�— McENTEE
- S 11°31'40" W� CIVIL '
{ --wj.i_ No. VIL 267 GLENEAGLE DRIVE, CENTERVILLE, MA
+ ._,,�-..- -. .W -. AEG/$1E�``� �� Prepared for: Kathleen Roycroft, 267 Gleneagle Dr., Centerville, MA 02632
CATCH®51 N.......,�......_.ws...-........__...-____..-----
EDGEOF .......PAVEM........._............._....�..-..-.-----_-,,.....,.,......_................�..
1`a �L c� ENT Gib ` NAI E��'\ Engineering by: SCALE DRAWN JOB. N0.
GLEN EAGLE DRIVE (` Engineering Works P.T.M.
214-08
12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
U ' (508) 477-5313 8/23/08 P.T.M. 1 Of 2
�' ``� avoa-yam
• f
` NOTE: FIINISHEGRADEBSHALLUNOT BE PROPOSED 3
FOR A DISTANCE OF 15' AROUND THE
PERIMETER j'OF THE S.A.S.
5-4POLYSEAL.
"
SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. 21"
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL INSPECTION PORT OVER END UNIT CHARCOAL 2" 2" t
T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE VENT P
EXISTING F.G. EL.=l 00.Ot F.G. EL: 99.6t F.G. EL: 99.3t
LfMAINTAIN 2% GRADE (MIN.) OVER S.A.S. N
'nJ .9i nn SSaY to NSPECTION O
L = 15, L = 7'(MAX) PORT{
M07C E, ::7-
@ S=1% (MIN.) 0 3=1% (MIN.) }
4"SCH40 PVC 4"SCH40 PVC 1 c
N Top View Section
10-1 S' 11.3" TO
14 INVERT D-BOX
EXISTING 48" LIQUID - t
LEVEL ADD
GAS BAFFLE INV.=97.17 PROPOSED INV.=97.00 4 ROWS OF 4 UNITS SAT 6.25'/UNIT = 25.0'
INV.=98.00t D-BOX INV.=94.94
EXISTING 4 OUTLETS (MIN.) SOIL ABSORPTION SYSTEM (PROFILE)
EXISTING 1000 GALLON SEPTIC TANK
ESTABLISH VEGETATIVE COVER
BACKFILL WITH"ftEAN NATIVE OR -75
PERC SAND TO TOP OF CHAMBERS I
NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE
ON A MECHANICALLY COMPACTED SIX INCH CRUSHED BREAKOUT=TOP
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2).
TOP ELEV.=95.33
2) INSTALL INLET & OUTLET TEES AS REQUIRED. INV. ELEV.=94.94
3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM ELEV.=94.00 II III IIIII�II
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. t-2-83' �-- 76" 'I
4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 5' MIN. ABOVE BOTTOM OF
INVERTS PRIOR TO CONSTRUCTION. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3'
EXISTING SUITABLE PROFILE
NO G.W., EL=87.8 r MATERIAL
4 ROWS OF 4 - 16" (H-20) ADS BIODIFFUSER UNITS
SEPTIC SYSTEM PROFILE WITH NO SEPARATION BETWEEN EACH ROW & NO STONE
TYPICAL SECTION 16"
N.T.S. N.T.S. { 11.2'
wt,
SOIL LOG 34"---•�
DESIGN CRITERIA DATE: AUGUST 14, 2008 (REF#12,325) SECTION END CAP
SOIL EVALUATOR: PETER McENTEE PE
NUMBER OF BEDROOMS: 3 BEDROOMS �.,, ,zz WITNESS: DOA NH M AGENTORANDI R.S. 16"" HIGH CAPACITY H-20 BIODIFFUSER UNIT
SOIL TEXTURAL CLASS: CLASS I L
�Z.�\ZZ``�*�.�\. ELEV. T'P- 1 DEPTH ELEV. TP-2 DEPTH
DESIGN PERCOLATION RATE: <2 MIN/IN L i -+._; �. MODEL 16" HICAP
� � y . 99.3 q 0•• 99.3 0„
DAILY FLOW: 330 G.P.D. \iT SANDY LOAM FILL LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT
`r-� 1OYR 4 2 98 3 A 12 c' TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
DESIGN FLOW: 330 G.P.U. "�- titer , z;`:� °' 98.8 / 6" SANDY LOAM EFFECTIVE LENGTH 7� DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
GARBAGE GRINDER: NO `��� 0)\�L B ` 10YR 4/2 SIDE WALL HEIGHT 11.2"
v SANDY LOAM 97.8 18"
LEACHING AREA REQUIRED: (330) = 445.9 S.F. k�\ Z`� °1 1OYR 5/8 B OVERALL HEIGHT 16"
I, \� ; •�,, Q1 i 95.. C1 I 48" SANDY LOAM OVERALL WIDTH 34" 4640 TRUEMAN BLVD
.74 z , , ; ; 4. P.ERC / HILLIARD, OHIO 43026
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY .' ` ' ' 95.3 48" •
H �, C1 CAPACITY
PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED i Ao iN LOAMY SAND 60 LOAMY SAND (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC.
ss?ao• I �' i 1QYR GRAVEL
,O. AV PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 4 ROWS OF 4 - 16" (H-20) ADS BIODIFFUSER UNITS >2�% GRAVEL >20� GRAVEL
W/ NO STONE FOR AN S.A.S. WITH DIMENSIONS 11 .3' x 25.0' �-11•3'� 93 ' C2 72 93.3 C2 72" 267 GLEN EAGLE DRIVE, CENTERVILLE, MA
(HIGH CAPACITY INFILTRATORS MAY BE SUBSTITUTED) M-C SAND M-C SAND
2"5Y 6/4 2.5Y 6/4 Prepared for: Kathleen Roycroft, 267 Gleneagle Dr., Centerville, MA 02632
SIDEWALL AREA: NOT APPLICABLE y SCALE DRAWN JOB. NO.
87.8 138" 87.8 138 Engineering by:
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) S.A.S. LAYOUT
�� Engineering Works
NTS P.T.M. 214-08
x16 UNITS x 6.26 LF 4.7 SF/LF = 470.0 SF PER / ("Cl"RATE <2 MIN IN. HORIZON) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
DESIGN FLOW PROVIDED: 0.74 x 470.0 = 347.8 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 8/23/08 P.T.M. 2 of 2