HomeMy WebLinkAbout0180 SCHOOL STREET - Health 180 SCHOOL ST.,MARSTONS MILLS
- - A= 046 003 .�
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Commonwealth of Massachusetts
Executive Office of Environmental Affairs
Dept. of Environmental Protection
John Grad
One winter Street,Boston,Ma. 02108 D.E.P. Title V Septic Inspector
P.O. Box 2119
Teaticket, MA 02536
(508)564-6813
WILLIAM F.WELD
Governor 3
ARGEO PAUL CELLUCCI
Lt.Governor
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FO
PART A c
CE TIFICATION
4 o
Property Address: 180 School St.Marstons Mills Address of Owner:
Date of Inspection: 5/18/98 *' (if different) ttiNOF ��
Name of Inspector: John Graci Laura Nickerson yFA�Ty�Fpil481e �� V//7
I am a DEP approved system inspector pursuant to Section 15.340 of Title%(310 CMR 15.000) ��
Company Name,Address and Telephone Number: j
6 ,
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 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:
x P855e5 This inspection Is based on criteria dented in This V
code 310 CMR 16203.My findings are of how the system is
_ Conditionally 5asses performing at the time of the Inspection.my Inspection does
Needs th Evaluation By the Local Approving Authority notimpNanywwrentyorguamntesofthelongsvltyofthe
septic system and any of Its components useful tire.
Fails
F r
ls
Inspector's Signature: Date: 5118l98
The System Inspector shall lubmit a copy of this inspection report to the Approving Authority within thirty(30)days of completing this
inspections. 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.
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INSPECTION SUMMARY:
Check A, B,C,or D:
A] SYSTEM PASSES:
x I have not found any information which indicates that the system violates any of the failure criteria
defined as in 310 CMR 15.303. Any failure criteria not evaluated are indicated below.
COMMENTS:
B] SYSTEM CONDITIONALLY PASSES:
One or more system components need to be replaced or repaired. The system,upon completion
of the replacement or repair,passes inspection.
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 Infiltiation or 0xfiRNA1011, UI Wilk
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.
(revised t1/me7)
One Winter Street • Boston,Massachusetts 02108 • FAX(617)556-1049 • Telephone(617)292-5500
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SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
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Property Address: 180 School SL Marstons Mills
Owner: Laura Nickerson
Date of Inspection:5118199
_ Sewaae backup or.breakout.or. hioh.static water level observed.in.the distribution box is due to a broken.
or obstructed pipe(s)or due to 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 leveled 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:
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 PROTECT.THE PUBLIC HEALTH AND SAFETY AND THE
ENVIRONMENT:
_ The system has a septic tank and soil absorption system and is within 100 feet to a
surface of water supply or tributary to a surface water supply.
_ The system has a septic tank and soil absorption system and is within a Zone of a public watersupply well.
The system has a septic tank and soil absorption system and 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 presense of ammonia nitrogen and nitrate nitrogen is equal to or
less than 5 ppm. Method usedto determine distance (approximation not valid)
3)Other
D] SYSTEM FAILS:
You must Indicate either"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 in facility or system component due to an overloaded or clogged SAS or
cesspool.
D&harge or ponding of 011011110 the surface of Ilse ground or surface waters due to an overloaded or clogged
cesspool.
SAS is in hydraulic failure.
(revleed 04rt7l87)
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 180 School St.Marstons Mills
Owner: Laura Nickerson
Date of Inspection:5118M
D]SYSTEM FAILS(continued)
Yes No
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 1/2 day flow.
Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).
Numbers 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:
_ 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.
(revised 0427137)
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SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECLIST
Property Address: 180 school st.Marstons Mils
Owner: Laura Nickerson
Date of Inspection:5I18I98
Check if the following have been done:YOU[must indicate either"Yes"or"No"as to each of the following:
,c_ — Pumping information was requested of the owner,occupant,and Board of Health.
x None of the system components have been pumped for at least two weeks and the 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.
x As built plans have been obtained and examined. Note if they are not available with N/A.
x The facility or dwelling was inspected for signs of sewage back-up.
x — The system does not receive non-sanitary or industrial waste flow.
_x_ — The site was inspected for signs of breakout.
x _ All system components, excluding the Soil Absorption System,have been located on the site.
x 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.
x 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 Systens.
x Existing information. Ex. Plan at B.O.H.
x Determined in the field(if any failure criteria related to Part C is at Issue,approximation of distance is
— — unacceptable)[15.302(3)(b)]
(revleedO4127l87)
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 180 School SL Marstons Mills
Owner: Laura Nickerson
Date of Inspection:5118199
FLOW CONDITIONS
RESIDENTIAL: d/bedroom for S.A.S.
Design flow: 330 g'p' '
Number of bedrooms: 3
Number of current residents: 4
Garbage grinder(yes or no): Yee
Laundry connected to system(yes or no): Yes
Seasonal use(yes or no): No last two 2 year usage d
Water meter readings,if available:(as ( )y g (gp )'
rda
Sump Pump(yes or no): No
Last date of occupancy: nia
COMMERCIAL/INDUSTRIAL:
Type of establishment: nta
Design flow:0 gallons/day
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: rde
Last date of occupancy: rda
OTHER:(Describe) rva
Last date of occupancy:
GENERAL INFORMATION
PUMPING RECORDS and source of information:
lag pumped In September
System pumped as part of inspection:(yes or no)Na
If yes,volume pumped:0 gallons
Reason for pumping: nla
TYPE OF SYSTEM
x Septic tank/distribution box/soil absorptions 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 Information:
6 years old
Sewage odors detected when arriving at the site:(yes or no) No
(revised 04127)97)
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 180 School St Marstons Mills
Owner: Laura Nickerson
Date of Inspection:5118198
SEPTIC TANK: x
(locate on site plan)
Depth below grade: 1'
Material of construction:x concreate_metal_FRP_Polyethylene_other(explain)
If tank is metal, list age nia . Is age confirmed by Certificate of Compliance No (Yes/No)
Dimensions: Le'H57"W8'10"
Sludge depth:2"
Distance from top of sludge to bottom of outlet tee or baffle:25"
Scum thickness:"'
Distance from top of scum to top of outlet tee or baffle:8"
Distance form bottom of scum to bottom of outlet tee or baffle: 17"
How dimensions were determined: measured
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.)
Septic tank end all components are structurally sound and IUnctionlng properly.Recommend pumping every two years.
GREASE TRAP:
(locate on site plan)
Depth below grade: Wa ( p lain_other ex
Material of construction: _concrete_metal_FRP_Polyethylene )
Dimensions: nla
Scum thickness:rJa
Distance from top of scum to top of outlet tee or baffle:rda
Distance from bottom of scum to bottom of outlet tee or baffle:nla
Date of last pumping;i_
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.)
nfa
BUILDING SEWER:
(Locate on site plan)
Depth below grade: 1`5"
Material of construction:_cast iron x 40 PVC_other(explain)
Distance from private water supply well or suction line"
Diameter: 4"_
Q mments' (conditions of joints,venting,evidence of leakage, etc.)
(revlaed 04R7l87)
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 180 School St.Marstons Mills
Owner: Laura Nickerson
Date of Inspection:5118198
/ TIGHT OR HOLDING TANK:
(locate on site plan)
Depth below grade: rva
Material of construction:_concrete_metal_FRP_Polyethylene_other(explain)
Dimensions: We
Capacity: rda gallons
Design flow: rda gallons/day
Alarm level:_n1a Alarm in working order? Yes No
Date of previous pumping-.-
Comments:
(condition of inlet tee,condition of alarm and float switches,etc.)
Ma
DISTRIBUTION BOX:
(locate on site plan)
Depth of liquid level above outlet invert: nla
Comments:
(note if level and distribution is equal, evidence of solids carryover,evidence of leakage into or out of box etc.)
rda
PUMP CHAMBER:
(locate on site plan)
Pumps in working order:(yes or no)No
Alarms in working order(yes or no)_ve:
Comments:
(note condition of pump chamber, condition of pumps and appurtenances, etc.)
rda
(revised 04127197)
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 180 School St.Marstons Mills
Owner: Laura Nickerson
Date of Inspection:5118198
SOIL ABSORPTION SYSTEM(SAS):x
(locate on site plan,if possible;excavation not required,but may be approximated by non-intrusive methods)
If not determined to be present,explain:
roe
Type:
leaching pits, number: onel000gallonleachpit
leaching chambers,number:We
leaching galleries,number: roa
leaching trenches, number,length: roa
leaching fields,number,dimensions:We
overflow cesspool,number:roa
Alternate system: roa Name of Technology:_roa
Comments:(note condition of soil,signs of hydraulic failure,level of ponding, condition of vegetation,etc.)
Leach pR and ail components are structurally sound and functioning properly.Leach pltwas haRNll.
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CESSPOOLS:
(locate on site plan)
Number and configuration: roa
Depth-top of liquid to inlet invert: roa
Depth of solids layer: roa
Depth of scum layer: roa
Dimensions of cesspool: We
Materials of construction: roa
Indication of groundwater: roa
inflow(cesspool must be pumped as part of inspection)
rda
Comments: (note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation,etc.)
roa
PRIVY:_
(locate on site plan)
Materials of construction: We Dimensions: rue
Depth of solids: roa
Comments: (note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation,etc.)
roa
(reyieed 04127)97)
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
180 School St Marstons Mills
Laura Nickerson
5118f98
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)
�ac,,A�
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(revised 002797)
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SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continue ld)
180 School St.Marstons MI05
Laura Nickerson
5118/99
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Depth of groundwater 12
Please indicate all the methods used to determine High Groundwater Elevation:
Obtained from design plans on record.
Observation of Site(Abutting property,observation hole, basement sump etc.) 1,
Determine it from local conditions
Check with local Board of Health
Check FEMA Maps
Check pumping records
Check local excavators, installers
x Use USGS Data
Describe in your own words how you established the High Groundwater Elevation.(MUST be completed)
USGS maps and charts
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19q• e[ 30
(rsvissd04)2TM 7 10
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/ TOWN OF BARNSTABLE
LOCATION ko+ SEWAGE #
VILLAGE �1-_S ASSESSOR'S MAP Cz LOT -
_ o
INSTALLER'S NAME & PHONE NO. 77 5 _d�_7()Q
SEPTIC TANK CAPACITY 500 G,_
LEACHING FACILITY:(type) (size) /( jrj a
NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER «S I rt_.
t—.
BUILDER OR OWNER rn r� ���M'ut C v C \p 5
DATE PERMIT ISSUED:
DATE COLIPLIANCE ISSUED: s- %t
VARIANCE GRANTED: Yes No
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L THE COMMONWEALTH OF MASSACHUSETTS
BOO, R® OF EALTI—I
- .-
1
,�mIfirFation for Dhipoii al lgorkii Tumitrnrtiun Vamit
Application is hereby made for a Permit to Construct ( `) or Repair ( ) an Individual Sewage Disposal
System at:
..:5. .L.......5f MARS164- S M/4Cs 4of. ' 1300� 3 _S......... ...---- •----•-•----- .............•--...
Locati -Address .- or Lot No.
'I r� r. � �..... �........ ...................................................
Owner A ress
Installer Address
Type of Building Size Lot_1Y.T71--4......Sq. feet
U Dwelling—No. of Bedrooms--------- ..................... .Expansion Attic ( ) Garbage Grinder ( !�
aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
dOther fixtures --------------------------------------------------•--.-------•---•••-••--•-----•-•--------•--------------•••--•-•--•••-•....._......--•••--•-•.•....
W Design Flow............................................gallons per person per day. Total daily flow.........q..9.5 ......................
WSeptic Tank—Liquid.capacity/Sg-O..gallons Length................ Width................ Diameter................ Depth................
Disposal Trench—No..................... Width.......... ....... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No--------------------- Diameter.-`'.�_ _�a Depth below inlet....A_y........ Total leaching area..................sq. ft.
Z Other Distribution box ( ) r� Dosing tank ( )
~' Percolation Test Results Performed by._._00A!A.....C PP......1 #G Date........................................
a Test Pit No. 1.. .. minutes per inch Depth of Test Pit......LO.......... Depth to ground water......Z a-.±...__.
4 Test Pit No. 2._`.Z....minutes per inch Depth of Test Pit......zi..'..... Depth to ground water-_-_-__-
....•..' ._...
Description of Soil 2------- �' P ..�{ !n. •�.So/,�
x
c., ....*.r_a.I a M.....r�fir•- S A:.mP,..----•�itlq._...� c�_was..................................................
w
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 TITI.L 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been i ued by the board of health. f
Signed-- -... �� b' ,<7 �. '
Application Approved By -• •---• --•. ... .-•------
Date
Application Disapproved for the following reasons:----------------------------------------------------..........................................................
........... ..... ........ ----•-•---------....------........---•---------•-••-.........................._..• Date
�j
Permit No../0-
- Issued L
Date
No.----•-•--�--- �,1 Fps. .........
THE COMMONWEALTH OF MASSACHUSETTS
BO RD OF EALTE-1
Appliration for Disposal Works Tonstrurtion Vrrutit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
-•--....••--••..................••-•--•----------....----•----------------.._.....---•-•------.... ...........------•-•-•-----...---•----......-- ...........
.A104Locati Address or Lot No.
Y - � Y-------• ............................................. ............................
Owner Address
Installer Address
Type of Building Size Lot----------------------------Sq. feet
U Dwelling—No. of Bedrooms.............................. .. .Expansion Attic ( ) Garbage Grinder ( )
--------------- No. of ersons............._........_.___. Showers — Cafeteria Other—Type of Building _____________ p ( ) ( )
Q' Other fixtures -----------------------------------------------•-
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid capacity............gallons Length---------------- Width.............._ Diameter---------------- Depth................
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation-Test Results Performed by.......................................................................... Date........................................
Test Pit No. I................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................
fT Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
P+ -•-•-•••. -------------------------------------------------------------
--•-- ..----------
---------
-......
-------------------
---------------
ODescription of Soil...............................................................................................................................................................................
V ....--•-••••••••---••--•----••-••----•-•--•-----------••--•-•••-----•••-••--••••-•-••----------•---•--•-•--•-••---•-----------•---------•..............................................................
W
----•-----•--------------------------------------------------------------------------------------------•--------------------------------------•---•---------..........................................
M.
Nature 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 TITIL 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 board of health.
Signed...................................................................................... ................................
O Q Date
Application Approved By----- ............••••-_. --•-------•---
-- ---- :!��,..�_._..., . .��1'/�y'-'�'�� ---------
Date
Application Disapproved for the following reasons------------------------------------------------------------------------------------------------------------•---
.......................................................................................................................................................................................................
Date
Permit No._..-- 1-5Issued........
W THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
..... �roU)d........OF.......�?� �/...1''.. .�..........
QIlrdifiratr of Toutplianrr
THIS IS TO CERTIFY, t the Indivi ual Sewage Disposal System constructed ( or Repaired ( )
.....i±7 ... .. ...................................................
-
has been installed in accordance with the provisions of TIT 5 LE of he_,,State Sanitary Cod . as escribed in the
application for Disposal Works Construction Permit No..__. Q _ `t '' _--_- dated... . -_._ _. ..
THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUE® AS A GUARANTEE THAT THE
,SYSTEM WILL FUNCTION SATISFACTORY.
DATE................................................................................ Inspector............................................ -----
THE COMMONWEALTH OF MASSACHUSETTS!`
BOARD OF HEALTH
� O F...... .. .........
i FEE....
Disposal Forks %onotr ion rrutit
Permission is hereby granted. ----------••••.............``...................---...... '.
4S1
to Construct ( ) or Repair ( ) an Individual Sewage Disposal System
v -- - .
Sret
as shown on the application for Disposal Works Constructio Permit N 2!f�_..... ated.. ..............
�r- ---- -'- --------•---•--•-
o rd o ealth
DATE------....Y.. -- _... ---------------
FORM 1255 LKIN, INC., BOSTON
� -
TOWN OF BARNSTABLE
y�F THE T�l
OFFICE OF
Y
11JHa9T►13L i
BOARD OF
HEALTH
� MAl0. pj
1639. `�� 367 MAIN STREET
8 N k HYANNIS,MASS.02601
March 2, 1990
Mr. Donald Walker
Walker Engineering
75 Kimball Street
Belchertown, MA 01007
RE: Lot 5 School Street, Marstons Mills, Ma.
Dear Mr. Walker:
Your Application for a Disposal Works Construction Permit (#90=45) for the
above referenced site behalf of Morgan Nominee Trust, is revoked because
the submitted plans dated January 15, 1990 do not meet 310 CMR 15.00, the
State Environmental Code Title V: Minimum Requirements for the Subsurface
Disposal of Sanitary Sewage.
If you should have any questions, please contact Ms. Donna Miorandi, Health
Inspector for the Town of Barnstable at (508) 775-1120 extension 182 during
the office hours of 8:30 A.M. - 9:30 A.M. and 12:45 P.M. - 2:00 P.M.
Sinc rely yours,
G./))
Thomas A. McKean
Director of Public Health
Town of Barnstable
TM/bs
copy: Morgan Nominee Trust
Francis Mogan.
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i7 tItI10 ItWEW,�`OF7 t ........n sh-grade'riot ;�Pia` le'�to',,be''within INIS r ise Iticlean i,ouV NVERT 3 0, OtM r1r T IM m n i tIN ET,' EV II 7 it77 Iti ...... Pre c a's-,,INLET',ELEV. "PVC,LET At IIIt y D I A e e's tar EFFE TVE',,,
tT IItill IIImpac e ast d 6 o' tit :7A Y'�1500. -E PT I C N K:CAPACIT tLE,itIA G ttl I �-PLAN ' V EV OF SY ST,E M , f ---- --rec t W *all a 56T at IIito b hf'tj I10 14 0 ititIItdf6.z iititJ 44 Vic- I 92 tight)IPv-c,itttiIIf t. itI �Tlc TAN SEI P IT".........7 itH F-reci,iI '7' tDATA"S D E I G,N IWt 14V,�' 'DESIGN�,HYDAULIC IOADING 'Ei eva t f o'n S �-r.: ito -an sum"d d at t)[1h te rooms "at s 'per. day er e Shown j' l eV it6d 0 gallon b droom"-Garba �-uni I enc ar tests perforined -�n accor ance 6 gpd t i S i ,, lot' I n ie�allowed 2 �'-:'S o i I d Ith"ithe mass. tate,�Rovifohmontai ,,c-&d6,,(T'Env ohmeni-at S wh ein IhO-to orm o-'3 All 'dofi�itructi s �,�5 t 4 11 SEPTIC TANK 5 ZE ton S%veag'a--,da ly -ga ,Ioard o,f I flow a n ite e erious,ma er
;:A1 01 e6ioved`frotd )se
d opq SLZO otank �iiovid6d ept leac i : f ifiotfi` al I dite- tibns',theret m 0 'tacil ty h rig'�-DESIGN 1ACTORS�,,, ga s. ro Ico C.� .Per' latibn,�rate I., i che' 16 i"itia 1 p'�'ft a�l' �reqU ga es lMP7 n -J tom n c a - rganici oub4clex A /sf/d tlea gr or, s an 7inat Or 61, ,after,"p acementi:o 2 ml av ng a atl6n,,%and thi t bn"ratei CUlar Bottom1oadin 'factor a Is per d/sf1 ewal 77 Sid 1 d'Ida Iginal o6
� ti Of he 'grOun 5` iTh dedlgn.�eng neer :i Oes,,nOt',Wa 0 IREMENTS-j, ,D. -LEACHING ,AREk�MQU' d, ha'n ja 'stone� in..Abe ,� eac Ing ,area,,;mus'A',n��er -a ga s s oa 3.ng:pro'v ed *�s u id d 6 �'All washe f Ave e s 1'pipes�"qr. ergroun gal s or t e Sid6wall�lbading provided of und
b location t
sf itt P t ��tiermine Dy the S'116��ieSt'!—nethv s 1"11 nd d g 200 ls eve
I d 27 Bottom �K �,-All o nits: etween:,,�b-.1igbt:jo1.nt`p ping t8P d f .,Polyviol
day'
��COITS ISi 0 ed 'b Finished� gtae ng .TO , e d ne oadint 7q e 8'ge c 15'P05a ass,ov a st, 9 Feavy'pAchi not perlditted Ao e �,the leacr it D _ZCod ach ng an -an c IotAl loading prov d ft-b-�gpd and piping to be'Anade�.watertig d
are MU I f the �100 �,3expans ow,Ar ea-e over 10 truc ure,,may , u bujis ruct A'b'50 arger', or.�garb4 No ipei4�neht`s wi �Man t:c� o f h �syst er ot s ng� t-be ,retponsl lie as shown�---Any;41 e it ,ft
I "rVqUJ.L t:j': pt d e S Board: o' Ha The- t 'ta :approv .n e,.,� esig ,eng neeri;ATA
-tto,;i,certr an agent,. o the' Do ard'i,o 'Hea t nilxeq PERCOLATION ta iUire.,.iucn per on,tng n IDATA'ti"'eer f iI"A t O "wor as e or ance 1.,i t,in g �'jn aCC Iove p atig o e at e epth Ovation at e h c,o �li:tjdd d
it
EG D D H 4, he- appr IItAnk,�sh6uld Ae4s i:once Ia 71 i it4 13 F ,be�,cneCKed,'at t I'ENCI-11.' EXTRA MEAVYVAST MIMI.,PROP XX OstDr cbNTOUR A oy ittA
I', 1CONyOUR t 'M A:4005CO 'FINISME6 GRADE VATER"41ERVIFULINE" OLE 7T7777-7--'6.-! '-...�.APiPROX.:PROPE*YY LINE l,*��� L �1, - - , �i - I 1,DEEP x X-i Gh M 0,n
ao e p T t It D VIR S , Dee, eSt H'I Test-,Hole''XXX -.SPOT,KLE�ATIOM OYE REA E D WIN6 itS I D IPE �T)6D jh t e D a ij....... M LOC AT I ON- ORM ORA titititit_T �De�t `s6il,16�:�,HOLE, " N P IA�VASIN -13�*Aii*YL�OLOR iot 14ft I ;CONCAETIE 6OUND M I/V 1,iLE' 3 E L E�aTl ON -,; 1, 111 I ', I i I N G."by 0 $'A 5'A SCHED F t ...... T 0,VA i5 'K IM6ill A/�o C�A' 7 DI OUTL S Grd:Wat 0,0 I ,own a S i rt 40 0 P FOMAT�ON '1jN1MT`AT TR 'A UT 'box"INUT 8 TB TO#StRIBt�tiON"'BOX JNVERT,'AT ET TIM ATI 1 3 f 2�3
1EACHING i.3'1N rD�Y 7 T IOM T. 1E TION A L VA kT,i,"-SEPTI C IitiI7, tT it2
IitIItiiti
77
'PROFILE VIEW OF SYSTEM
FLOT PLAN.
FINISH GRADE: see plot plan Manhole to be within 1 , finish
grade
��'FINISHFD GRADE,
ic
OUTLET INVERT lean out
ELEV.
C)
'T, ELEV.
9772 6 5
INLE
-2 mi ri
ton
Ej
411PVC
recas
OUTLET 7
pipe
sa OUTSIDE 'DI h�
s
'DIA
EFFECl
IT ,
i 6 firl. or 60' c:om' pacted base
t7 6
CAPACITY gals. SEPTIC *7ANK L CHING. , 17.�-
EA1
17, 7
NO.
TANK 7E, rA ' OF TANKS
(-T
' cretei-
s e,pti!;, 'a 1h
ft. 'to on
PLAN VIEW OF.. SYSTEM
10
All sonlifori-ises to be*41 at
3 :1
the convorline of tha lank
oo
shL (3/4- 1 z one
Z
min.
4
1pe
lipVc
OUTSI
4"PVC tight IoW pipe 13
SEPTIC
-LE-AC -� ' PIT ;
G
ReInforcod Corill
TA -y2
T
_S G N DATA N OT E'S'.
DE;
Bedr
ns p6i-,,dAy 1. Elevation an,assumed,datum'��' "
6r, b e M
droo
ge disposal. unit i s rk (BM) is shown on:Plot-Plan. Elel�
Bench MA
sts performed in- accordan' 6e, nm tal �C o'det,"( it"le
T f
j , I I -- -t 6 d c
I - A 17" a
jo \ . ' iystem. 2. S w t�e' Mass.-.State' Env ro
A P r 3. All construction to,c' dnfor the 'Massi`,Stat`6 Env rohmentat e - Titiei,5�, and- the 0
Average d a i f I ow Board oftlealth requireme ts
=33.Q xj_U =_y n
.�y gals.
fany must,ite th p,roposed
�7 Size of tank pro 4. 0
eterious�mat removedfr6m beneath
v All topsoi and del '.
'T -of , file t m-t1lidirections t ere
achin ce.� 6 fro f r6m 'And it ORS -.,I e 9 facility- and_,,for 'a distan' h
Percolation rate, requyr,
,IDD - �)3 td
inches'below',the level�of' th ('n I b oil. aibkfill,� as i ' ',w, th 'a
mpi
ay,organic -matter, and - s
a
Sidewall loadi -clean grav�l or sand materi 1, f tee' from f ifies"," I ' I
sf/day,
/00 — - I I I I : �, I I � I I
ctol Ile) gals./sf/day-. perculati&n rate, in_,its original ,location, and after 2-placement, of
D. LEACHING ARE&REQUIREMENTS
nt the,c oes not war"ra haT�a r �o e 'gro' d4e; g,. boulders
engineer d un or le ge:
gn
o otber�,un ergroun str
Sidewall loading provided i-j.Lrsf:x ucture'st'
or the location of pipes r
gals/sf/
-,,must�h -rater 11 ni
day =�Ujgpd. 6. All washed s e leaching' area�� aVie-leis than� 0 2% of tfie I a f ii er, tha6,�
H.0 0 1- F T
-; a number 200 sieve as determined by�th,e AASJIO ,test.,met ods T-11 and Z-2'� edift. n
5
7. Tight joint piping to consist of Polyvinyl Chloride,,pipe ,'(PVC).,_All "j*oinis -beti4cen-'cofiibretb�',",
day =J51gpd.
_5?Pgpd. de watertighto- accordii��h Plot Fla �-,and Schedule� of�'Elevat n�s
hu AL� 8. Finished .grading to be done in n
Cgpd. Leaching
r garbage d itt�e
isposal. a e perm d to pass over, theleachimig acility.
tructure maybe� ostc the 100% ,e)�pansion 'Area.
s ,sys em c, ed-,-1,
hi t
will not be responsib mance 6f,,,4 s. const%,U t
11*%,4,,.Walker Eng le,lfor :the perfor u
_h��design e
t ..be ippibve d in
wn aiion's a writing' by -ti ng neer.:
SOIL DATX
12.' Thelocal' Board of, Heajt� shall,' e uire inspection:of,'all'constructio�n bythe ,
PERCOLATION TES
L%ngineer or by an agent Of the Board of 'Health adi- eire sudb.persbn� o-certify,
LEGEND
d cc o
;riting, tbat all the ,work has been,complete in' a ordance with the terms f- the Hole Date Depth Elevation- Rate
. ........ :and t eppr"ed plans -�year.
13' F e rformance, itht- septic tank,should'be'',ichecked� at leasvonce4
XX�-�...��..PROPOSED CONTOUR ENCI.............EXTIRA HEAVY CASTOM i
t� A,,
ra*XX.X FIN13MEO SMADE W—.......WATER SERVICE LINE IV CA t
3 Al A I N S R r- 6T _YA R At 0 U IA 0,267S
APPLICANT FOR A MSM'
PRO]
xx�_� .......APPROX.PROPERTY LINE B
......EXI"Q CONTOUR Ivo DEEP HOLE DATA TO
&,A
Deep, Te
STINQ �SPOT ELEVATION W, 'Date,
XXXI...........EXI 0 .......OVERHEAD WIRES t Hole 1. Date
st Hole' 2.
h F1 eva t i on
HOLE LOCATION D........STORM RAIN PIPE Dept Flevations Dppth� Soil Lot
Date T A,M_
TO P -,,A V L) TO P A Al
......POLYVINYL CHLORIDE PIPE 12 ............CATCH fAASIN
90UND 3
M /0 r-, r) 1b
/V
7,
OF ELEVATIONS SCHEQULE S A 4/4) \jG I N E ERI N
E T(jP ,Or FOUNDATION INVERT AT DISTRIBUTION Box rNUT 0
INVERT AT DISTRIBUTIO -10 -crd '�,Yate
mball -St.:'
Kin'
BASEM11iT"MOOR X OUTLETS NOrd ;Wate'r
0
Ll
INVERT AT -.FOUNDATION PIPE - '.:INVERT AT LEACHING Pl-t INLET lchertown -2 , 7
-9-6 / 1)0 - r,Al C 0 0 417F- CP _'IT,A eERT, AT'SEPTIC�TANK INLET -INVERT,-AT LEACHING END
'INV 0' 2
3�
413
NVER I UTLM ELEVATION AT BOTTOM "
I T