HomeMy WebLinkAbout0035 SIMMONS POND CIRCLE - Health ol
35 SIMMONS POND CIRCLE, HYANNIS
A Y'
of
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No. —v l Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ZippliLatlon for Misposaf 6pstrut Construction 3permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ndividual Components
Location Address or Lot No. 35' S4A,^6,,%' Qo�,� C Q rcV, Owner's Name,Address,and Tel.No. AN%A\'IN
Assessor's Map/Parcel :L2R ") 741
Installer's�Name,Address,and Tel.No.-i® G � e „r®� Designer's Name,Address,and Tel.No.
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) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) ��,A>.., �! +�� �„��_ go Lp e
e-V l' k ' t �c o r"�r. A/tA✓ P ,w.
P s Ltorv- tY,5 rjDate.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 Environme tal Code and not to place the system in operation until a Certificate of
Compliance has been issued bylhis Bo Health.
n 3vfj
i
gn Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. Ptate Issued 7
No. C1 `✓ FeeTHE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Rpplication for Disposal 6pstem Construction Permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System Afndiidal Components
Location Address or Lot No. 35 $;rnr�a„S Qo n� (; -(a f, Owner's Name,Address,and Tel.No. �.►���� t: (�.���
NyRM:S a^Z
Assessor'sMap/Parcel 2 —I-)Sf
Zl,r
Installer's Name,Address,and Tel.No.- G �� �C xp Designer's Name,Address,and Tel.No.
JvytL8�p rt;n Str e ,C /
Type of Building:
Dwelling No.of Bedrooms Lot Size. sq.ft. s Garbage Grinder(-
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) ��
A e" i. .�— F r e^ �1✓ Jkfl c r s,0„-
(Nf ` Ve-r F
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 Enviromn tal Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Boa a o Health.
,
r gne - = Date 43
Application Approved by �" Date
Application Disapproved by Date
for the following reasons
Permit No. =/Date Issued� �
----------------------------------------------------------------------------------------------7-----------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Se wa a Disposal system Constructed( ) Repaired( ) Upgraded( {
Abandoned( )by L
at has been constructed jaccordance
with the provisions of Title 5 and#5p5for Disposal System Construction Permit No. ( dated
X Installer ,".4 t o ,�_ Designer
#bedrooms ti I Approved design flow and
The issuance of this permit shall not °e construed as a guarantee that the system will functto has esign
Date Inspdct�or / )
No. -..Q I#-- Fee '
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal 6pstem Construction Permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( Abandon( )
System located at �i , rr, C
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 ermit.
Date //t,/b Approved b
TOY STABLE
r ZN
LUCATION �-S Mf #
`�
.,�IL,LAGE k-��G nQ� ASSESSOR'S MAP & Lr6T'9 IN L�
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY b 6
LEACHING FACILITY: ( ) �� (size) L lf)o
NO. OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by )v, �
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L`0 C AT ION SEWAGE PERMIT NO.
V I L L A C E
INSTA LLER'S/ NAME i ADDRESS
e U I L D E R OR OWNER
DATE PERMIT ISSUED
DATE COMPLIANCE 15SUED �i� 8y
N
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No.. R"—w- Fmic...... . ............
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF H-FALTH
....OF......................... ---------------------------------------------
Appliration for Disposal Warkii Tomitrurtion ramit
Application is hereby made for a Per Construct or Repair an Individual Sewage Disposal
System at
..... ...... . .................................................. ....................... .........r..
Location-Address or Lot No.
u..
................. ....... or .
. .............................................................................................
ow er Address
e,
...........
... .............
Installer Address
Type of Building Size Lot............................Sq. feet
U
Dwelling=No. of Bedrooms...............Z?---------------------Expansion Attic Garbage Grinder ( )
Other—Type of Building ............................ No. of persons............................ Showers Cafeteria ( )
Other fixtures ...................................................................................................
.......... --- ------------------------
Design Flow............................................gallons per person per day. Total daily flow----------37.'o---------------gallons.
04 Septic Tank—Liquid capacity/066gallons Length................ Width.......--...---. Diameter--------_------- Depth.......
Disposal Trench—No. .................... Width.................... Total Length---................. Total leaching area...2.6---G.sq. ft.
Seepage Pit No..................... Diameter.........---.--..... Depth below inlet.................... Total leaching area..................sq. f t.
Z Other Distribution box Dosing tank
Percolation Test Results Performed by..............................C......C................C............... Date ---
minutes per inch Depth of Test Pit.................... Depth to ground Z
�--4 1 .- u Date....
Pit No. n w er----------
Test Pit No. ........minutes per inch Depth of Test Pit.................... Depth to ground water.-----------_--_---.
............................ ....................................................;;.7le.......................................................
0,
0 0 , . ...
0 Description of SO4 .............................................. ---- ------------- ------ ------- ....•... .................... -----------------
W 4r- C_
_------------------------------------"........*"*------------------------------------------------;i�............... ......... ...................................................
......................................................................................................................r--------------------------------------------------------------------------------
U 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'lIrLlLj 5 of the State Sanitary Code-,The y signed further agrees not to place the system in
operation until a Certificate of Compliance has been issue,.�Y,ee board Ith. e
Signed--.--. . . ........ ... ........:�..... .../� /
.....
ate f
ApplicationApproved By................................................................................................. ........... ...... ........
Date
Application Disapproved for the following reasons:....;.........................................................................................................
........................................................................................................................................................................................................
Date
PermitNo......................................................... Issued......................................................
Date
------------------------------------ ---
ti
-.
No.................. F�$... ' .............
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF ALTH .
r •
.... .....OF.......................
Appiira#ion for Dtopoii al Works Toustrurtion "C.e n it
Application is hereby made for a Per to Construct ( ) or Repair ) an Individual Sewage Disposal
System at* ,
G—� f/.✓mod' ,� c<! r.yCZ
... _ ................. .. .................--•---•--------...... ----....._---•--•-• . ----.----- ------------..... ...........--
Location-Address ' or Lot No.
............. s fl_ �'..:,,t....._.l.k.e:�..C .. :!...5....1 . ......................`---...----.......--....------..........................---
7 Address
.....!..,.r.....=:__" 6J f..�i�4'' � 1 a-.-......................................................
Installer Address
d Type of Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms_._.......= :----_---•-.__.__--Expansion Attic ( ) Garbage Grinder ( )
aOther—Type
of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
A4Other fixtures --------------------------------------------------••--.--•--•••••••------------•---------•----••-...
W Design Flow............................................gallons per person per day. Total daily flow--------- gallons.
W Septic Tank—Liquid capacity/M10gallons 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 ( )
~' Percolation Test Results Performed by._•••_____________________ .�.. ..... ................ Date...✓r .. .
14 Test Pit No. 1,�_. minutes per inch Depth of Test Pit.................... Depth to ground w ter.._.............-_..._-.
f14 Test Pit No. -�.--•---- ----- - - ........................9.------------`•--------.Depth to ground water...---------------------
minutes per inch Depth of Test Pit__
/ -•------ -- ......................................................
O Description of Soil-------•-•-----------------------------•• .... . --...----•-------.
x 1
� C
�--- r
U
UW -----•-----•----------------•---•----------------•--•-----•----•----•---•-•--•---------•---••-••-•..-----------•-•--
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 TITIS 5 of the State Sanitary Code— The un $rsigned further agrees not to place the system in
operation until a Certificate of Compliance has been issu -b�eh board z lth.
f
,fr''
Signed . ---•----- -------- --.....
?'".�' �; ate
--------
Application Approved By . ` -` ?c �. ................. �•.-:'�-
PP PP Y -------••---
Date
Application Disapproved for the following reasons---------------••------------•---•-----------------------------------------------------------•--•-•-•--........�
..............•-----••------••-----------•---------------•--•--------------...------------...------....----•--•----••••---•••••-•••---••-••............................................................
Date
PermitNo......................................................... Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
..........................................OF.....................................................................................
�rr�ifirtt� laf f�na?t�fi�aa�re
THIS IS TO,G IF at the JW
' ]v>du ewagZ
oral S stem constructed ( ) or Repaired ( )
b ............. !
Installer
at.•••-••--••--•••-••--•---•• ......-.. „ . ........... c.!' 'L_ ?::.. .-Gf d/7-......-- 'yY......... G.......... ....Y•.-....
has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No......................................... dated................................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION/SATE FAQTORY.
DATE...................................... lam'"a,�7 .._._f...----....•.. Inspector-•-•A'l�Al�------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
...........................................O F............--.............................------....................................
No............................... FEE........................
Disposal Nor �asir io amit
o �c .��-
Permisston is hereby granted------------------------- --- -- ------�_.__.--------•----- -....---.��..1��............._....._....
to Construct 4`,' r)Repair ( ) an Individual Sewage Disposal Sy em
atNo. ---•---•------------------------••------------------....•....-----•--.---------.._....•-•----------•--------••••------------•----------•••---------••-•-••---........
Street
as shown on the application for Disposal Works Construction Permit No.., :=..c11' _ Dated..........................................
�.171e
.............. _
Board of Health
DATE............................. ..... -------••-•-••.....
FORM 1255 A. M. SULKIN, INC.,.BOSTON
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EXISTING SPOT ELEVATION ` 0x0 CERTIF;ED PLOT PLAN
' t.EXISTING _ CONTOUR --- 0 --- Z014&C-6 R$ Z07 19 SimMo s p0;70 CrRr- c
FINISHED. .SPOT ELEVATION E-25 �o,aoo s�
FINISHED CONTOUR O
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�PPR®VED_ BOARD OF HE L i H
S TPA-ctts ,�
DATE AGENT SCALE: /'�o - DATE : Z� 8
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L®R,E®GE ENS/^lEEd4/nIG CO. IN CLIENTAI/ckv4ds- I CERTIFY THAT
THE PROPOSED 8
h EGISTERE REGISTERED JOB NO. 02 BUILDING SHOWN ON THIS PLAN
F CIVIL LAND CONFORMS TO THE ZONING LAWS
yr ENGINEER SURVEYOR DR.BY:
-� OF BARNSTABLE, MAS
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7I.2 MAIN STREET ,—, CH. 8Y: a �
HYANN I S, .MASS OF DATE Z G/!
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COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAI AFFAIRS John Grad
DEPARTMENT OF ENVIRONMENTAL PROTECTION DEP Title V Septic Inspector
ONE WINTER STREET BOSTON MA 02108(617)292-3500 P.O.Box 2119
TeaTicket,Ma.
(508)564-6813
TRUDY CORE
Secretary
ARGEO PAUL CELLUCCI DAVID B.STRUHS .
Governor Commissioner
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION ��( 4
Property Address: 35 SIMMONS POND CIRLCE HYANNISPORT
Name of Owner MR.JONES
Address of Owner: BOX 396 HYANNISPORT MA.02647
Date of Inspection: 9/27/99 '
T <0 Meg
Name of Inspector:(Please Print)JOHN GRACI
1 am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) Qi0F 1`9`99
Company Name: n/a �� F
Mailing Address: nla
Telephone Number: n/a a
9
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 Passes The inpection is based on criteria defined in Title V
Conditionally Passes code 310 CMR 15.303.My findings are of how the system is
Needs Further Evaluation.By the Local Approving Authority performing at the time of the inspection.My Inspection does
Fails not Imply any warranty or guarantee of the longgevity,of the
septic system and any of Its components useful life.
Inspector's Signature: Date:9/27/99
The System Inspector shall iubmit a copy of this inspection report to the Approving Authority(Board of Health or DEP)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.
NOTES AND COMMENTS
THE SYSTEM PASSES TITLE V INSPECTION.RECOMMEND PUMPING THE SYSTEM EVERY TWO YEARS TO PROLONG THE SYSTEM'S
USEFULL LIFE.
revised 9/2/98 Page 1 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 35 SIMMONS POND CIRLCE HYANNISPORT
Owner: MR.JONES
Date of Inspection:9/27/99
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:
System passes Title V inspection
B. SYSTEM CONDITIONALLY PASSES:
n(a 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.
nta 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
approved by the Board of Health.
n(a 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).
_ broken pipe(s)are replaced
_ obstruction is removed
distribution box is levelled or replaced
nla 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 2 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 35 SIMMONS POND CIRLCE HYANNISPORT
Owner: MR.JONES
Date of Inspection:9/27/99
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 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 of 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 nLa.(approximation not valid).
3) OTHER
nLd
revised 9/2/98 Page 3 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 35 SIMMONS POND CIRLCE HYANNISPORT
Owner: MR.JONES
Date of Inspection:9/27/99
D. SYSTEM FAILS:
You must indicate either"Yes"or"No"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
X Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool.
X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool.
X Static liquid level in the distribution box above outlet Invert due to an overloaded or clogged SAS or cesspool.
X Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow,
X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).
Number of times pumped n1a.
X Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation.
X Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply.
X Any portion of a cesspool or privy is within a Zone I of a public well.
X Any portion of a cesspool or privy is within 50 feet of a private water supply well,
X Any portion of a cesspool or privy is less-than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality
analysis.If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic ompounds,
ammonia nitrogen and nitrate nitrogen.
X The liquid level in the SAS is over the invert pipe,is in Hydraulic Failure.
E. LARGE SYSTEM FAILS:
You must indicate either"Yes"or"No"to each of the following:
The following criteria apply to large systems in addition to the criteria above:
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
X the system is within 400 feet of a surface drinking water supply
X the system is within 200 feet of a tributary to a surface drinking water supply
X the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public
water supply well)
The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.30412).Please consult the local regional office of the
Department for further information.
revised 9/2/98 Page 4 of 11,
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 35 SIMMONS POND CIRLCE HYANNISPORT
Owner: MR.JONES
Date of Inspection:9/27199
Check if the following have been done:You must indicate either"Yes"or"No"as to each of the following:
Yes No
X Pumping information was provided by the owner,occupant,or Board of Health.
X 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.
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.The size and location of the Soil Absorption
System on the site has been determined based on:
X Existing information,For example,Plan at B4O,H,
X Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable)
(1 5.302(3)(b)]
X 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 5 of 11
• i
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 35 SIMMONS POND CIRLCE HYANNISPORT
Owner: MR.JONES
Date of Inspection:9127/99
FLOW CONDITIONS
RESIDENTIAL:
Design flow:-M g.p.d./bedroom
Number of bedrooms(design): 3 Number of bedrooms(actual):.1
Total DESIGN flow: =
Number of current residents:2
Garbage grinder(yes or no):NQ
Laundry(separate system)(yes or no): NO If yes,separate inspection required
Laundry system inspected(yes or no):M
Seasonal use(yes or no):M
Water meter readings,if available(last two year's usage(gpd): Iva
Sump Pump(yes or no): NQ
Last date of occupancy: nLa
COMMERCIAL/INDUSTRIAL
Type of establishment: n&
Design flow: n&gpd(Based on 15.203)
Basis of design flow: n(a
Grease trap present:(yes or no):M
Industrial Waste Holding Tank present:(yes or no): NQ
Non-sanitary waste discharged to the Title 5 system:(yes or no):NQ
Water meter readings.if available:n&
Last date of occupancy: n(a
OTHER: (Describe)
Wa
Last date of occupancy: Wa
GENERAL INFORMATION
PUMPING RECORDS and source of information:
1993
System pumped as part of inspection:(yes or no):NO
If yes,volume pumped nLa_ gallons
Reason for pumping: n&
TYPE OF SYSTEM
XSeptic tank/distribution box/soil absorption system
Single cesspool
Overflow cesspool
Privy
Shared system(yes or no)(if yes.attach previous inspection records,if any)
1/A Technology etc.Attach copy of up to date operation and maintenance contract
Tight Tank Copy of DEP Approval
Other: nLa
APPROXIMATE AGE of all components,date installed(if known)and source of information:
THE SYSTEM IS 14 YEARS OLD.
Sewage odors detected when arriving at the site:(yes or no): N12
revised 9/2/98 Page 6 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 36 SIMMONS POND CIRLCE HYANNISPORT
Owner: MR.JONES
Date of Inspection:9/27199
BUILDING SEWER:
(Locate on site plan)
Depth below grade: EC
Material of construction:_ cast iron X 40 PVC _ other(explain)
Distance from private water supply well or suction line: TOWN
Diameter: nLa
Comments: (condition of joints,venting,evidence of leakage,etc.)
nLa
SEPTIC TANK: X
(locate on site plan)
Depth below grade: X
Material of construction:X concrete_ metal Fiberglass _ Polyethylene _ other(explain)
nta
If tank is metal,list age Is age confirmed by Certificate of Compliance(Yes/No): No
nla
Dimensions: L 8'6"H 6'7"W 4'10"
Sludge depth: Z_
Distance from top of sludge to bottom of outlet tee or baffle: M
Scum thickness: V
Distance from top of scum to top of outlet tee or baffle:
Distance from bottom of scum to bottom of outlet tee or baffle: M
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 AND ALL COMPONENTS ARE STRUCTURALLY SOUND RECOMMEND PLUMPING EVERY TWO YEARS
GREASE TRAP:
(locate on site plan)
Depth below grade:
Material of construction:_concrete metal_ Fiberglass _ Polyethylene_other(explain)
nLa
Dimensions: n/A
Scum thickness: nLa
Distance from top of scum to top of outlet tee or baffle:-nLa
Distance from bottom of scum to bottom of outlet tee or baffle n/a
Date of last pumping: n&
Comments:
-s (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.)
. nLa
revised 9/2198 Page 7 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 35 SIMMONS POND CIRLCE HYANNISPORT
Owner: MR.JONES
Date of Inspection:9/27/99
TIGHT OR HOLDING TANK: NO (Tank must be pumped prior to,or at time of,inspection)
(locate on site plan)
Depth below grade: Wa
Material of construction:_ concrete_ metal_ Fiberglass _Polyethylene_ other(explain)
Wa
Dimensions: Wa
Capacity: Wa gallons
Design flow: nta gallons/day
Alarm present: NQ
Alarm level:-ala- Alarm in working order:Yes_No_: NQ
Date of previous pumping: WA
Comments:
(condition of inlet tee,condition of alarm and float switches,etc.)
n(a
DISTRIBUTION BOX: X
(locate on site plan)
Depth of liquid level above outlet invert:LIQUID LEVEL WITH BOTTOM OF PIPE
Comments:
(note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc.)
DISTRIBUTION BOX IS STRUCTURALLY SOUND
PUMP CHAMBER: NQ
(locate on site plan)
Pumps in working order:(Yes or No): NO
Alarms in working order(Yes or No): NQ
Comments:
(note condition of pump chamber,condition of pumps and appurtenances.etc.)
Wa
revised 9/2/98 Page 8 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 35 SIMMONS POND CIRLCE HYANNISPORT
Owner: MR.JONES
Date of Inspection:9/27199
SOIL ABSORPTION SYSTEM(SAS): X
(locate on site plan,if possible;excavation not required,location may be approximated by non-intrusive methods)
If not located,explain:
nLa
Type:
leaching pits,number: 1000 GALLON LEACH PIT
leaching chambers,number: _uLa
leaching galleries,number: j3La
leaching trenches,number,length: nLa
leaching fields,number,dimensions: nta
overflow cesspool,number: n&
Alternative system: n&
Name of Technology: _nLa
Comments:
(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.)
THE LEACH PIT IS STRLICTLIRALL SOUND AND FUNTIONINC PROPERLY THE PIT WAS 1/2 FULL AT THE TIME OF THE INSPECTION
CESSPOOLS: _
(locate on site plan)
Number and configuration: n&
Depth-top of liquid to inlet invert: n&
Depth of solids layer: n/a
Depth of scum layer. n&
Dimensions of cesspool: n&
Materials of construction: WA
Indication of groundwater: n& inflow(cesspool must be pumped as part of inspection)Wa
Comments:
(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.)
nLa
PRIVY: _
(locate on site plan)
Materials of construction:nLa Dimensions:n&
Depth of solids: n&
Comments:
(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.)
nta
revised 9/2/98 Page 9 of 11
J r r
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 35 SIMMONS POND CIRLCE HYANNISPORT
Owner: MR.JONES
Date of Inspection:9/27199
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)
n/a
0
O
A 4S
y
�c 1�
revised 9/2/98 Page 10 of 11
i
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 36 SIMMONS POND CIRLCE HYANNISPORT
Owner: MR.JONES
Date of Inspection:9/27/99
NRCS Report name: nLa
Soil Type: nLa
Typical depth to groundwater: nla
USGS Date website visited: Wa
Observation Wells checked: MQ
Groundwater depth:Shallow _ Moderate _ Deep _
SITE EXAM _ Slope
_ Surface water
_ Check Cellar
Shallow wells
Estimated Depth to Groundwater n/a Feet
Please indicate all the methods used to determine High Groundwater Elevation:
_ Obtained from Design Plans on record
X 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
_ Checked local excavators,installers
_ Used USGS Data
Describe how you established the High Groundwater Elevation.(Must be completed)
GROUNDWATER DETERMINED FROM HAND AUGER,NO WATER ENCOUNTERED AT 13'6"
revised 9/2/98 Page 11 of 11
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R303.1:HA31fABLF ROOM5 V311,1-5TAIEWAY5 CONNECTING THE LFAO-ING F06E5 OF THE frEA175.
WA3ITAPLE EOOM5 5HALL HAVE AN AGGREGATE GLAZING AREA OF NOT LF55 THAN 8 PFRCENf OF THE FLOOR AREA OF SUCH ROOM5. E311.7.1:WIVTH 2 VMEVE THE TOP OF THE aLWV 5EEVF5 A5 A I-MPFAIL ON THE OPEN 5119E5 OF 5TAE5,ME TOP OF THE GtWP 5HALL PF NOT LE55 THAN:-4
NATUP.A. VENfIGAf701V51 A I M THROUGH WINDOWS,5KYLIGHf5,VOOE5,L009E5 OR OMFE,'PPf 007OPENING5 TO THE 5fAIRWAY5 MALL M NOT LE55 THAN 36 NCHES(9M MM) IN CLEAR WIDTH AT ALL POINf5 ABOVE THE PERMITTEV INCHE5(864 MM)ANV NOT MOIL MAN 38 INCHE5(965 MM)A5 MFA5UFFP VERTICALLY FROM A LINE CONNFCENG THE LEAVING EVGE5 OF
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PUILD ING OCCUPANTS.THE OPENABLE AREA TO THE OUTDOORS SHALL PE NOT LE55 THAN 4 PERCENT OF THE FLOOR AREA II (I14 MM)ON EITHER 5IDF OF THE 5TAIEWAY ANV THE CLEAR WIDTH OF THE 5TAIEWAY AT ANV BELOW THE HAN17FAL HFIGHf, V312.15 OPENING LIMI1ATION5.EEQUIREV Gl(AW5 MALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE MQUIREV 6UAtV NEIGHf THAT
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ON ONE 51VE EXCEPTIONS:
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MECHANICAL ArNMA7101V5Y5TEM 1511\15TALLE2 IN ACCORDANCE WITH 5ECTION MI507.- EXCEPTION:THE WITHTH OF 5PI.AL 5TAFWAY5 MALL 6E IN ACCORDANCE WITH 5ECiION R31i.7,l0.1 PA55P6E OF A SPHERE 6 INCHE5(153 MM) IN 121NAETEE,
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OF 30 INCHE5(762 MM)ABOVE THE FLOOR LEVEL, S.OPEV LINE AVJOINING THE TREAD NOSING OF FROM THE FLOOR SURFACE OF THE LANDING OF PLATFORM ON THAT R317 4
3,USE OF 5UNROOM AND PA110 COVENS,A5 VEFINEV IN SECTION E202,SHALL PE PEEMITTEP FOE NAfURAI. VPNMAfION IF IN PORTION OF THE 5TAIRWAY.
EXCE55 OF 40 PERCENT OF THF EXTERIOR 5UNROOM WA15 ARE OPEN,OF ME FNCLO5FV ONLY PY IN5FCf 5CEEENING. EXCEPTIONS: I?506: CONCI?�1'F F�00I?5 CON 6FOUN17)
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MTHROONI5 WHICH THE 5TAIE PA55E5,ME FLOOR OPENING SHALL BE ALLOWEV fO PROJECT HORIZONTALLY INTO THE REQUIRF[ CONCRETE 51,AB-ON-6EOUNV FLOOV5 SHALL PE A MINIMUM 3.5 INCHE5 THICK(FOR EXPANSIVE SOILS,5FF 5ECfION R403.1.8).THE
MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION MI507 15 REOUMP FOR ALL MPHROOM5 WITH A 5HOV EE OR 3AMTUP HEADROOM NOT MORE MAN 4 3/4 INCHE5(121 MM). 5PECIFIE12 COMPRIF551VE 5TEENGTH OF CONCRETE SHALL PF A5 5FT FORM IN 5FCT1ON V402.2.
ANV ROOM5 WITH A TOILET. 2,THE HEADROOM FOR SPIRAL 5TAJWAY5 5-KL PF IN ACCORDANCE WITH SECTION E311.710.1. E506.I I:CONTROL JOINTS AMENDS[PER 780 CMR 51.00:8TH EV.5LAB5 SHALL PE CON5TEUC1E0 WITH CONTROL JOINTS HAVING A DEPTH
K311.7.5:STAIR 1EFA125 AN[RISERS OF AT LFA5f ONE QUARTER OF THE SLAB THICKNE55 PUT
310, �M F,6MY�5CAF� ANP p�5CT OF NIN65 V311,7,5,1;RISERS NOT LE55 THAN I INCH(25 MM),JOINTS SHELL PF SPACED AT INTFVVAL5 NOT GREATER iW 30 FEET(9,1111 MM) IN EACH PIEECTION.
210 EMEEGENCY ESCAPE ANP EE5CUE REQUIP.EP THE EI5EE NEIGNT XIALL PE NOT MORE MAN 61/4 INCHE5(210 MM),THE EI5U SHALL PE MEA5UREV VERTICALLY CONTROL JOINf5 SHW.L PE PLACEV AT LOCATIONS WHERE THE 5LA13 WIP1 OR LENG TH CHAN GE
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0,,4'eMgNfS,NAWTA6LEA07C5AND EVERY 5 FEPING ROOM SNAIL HAVE NOT LE55 MAN ONE OPERABLF EMEEGENCY F5CMF ANV PETWEFN LEAVING FV6F5 OF THE AVJACENf 1REA05.THE GVFA1F5f EI5FV NEIGNT WITHIN ANY FLIGHT OF 5TAIE5 SHALL NOT. EXCEPTION:
EExUE OPENING,WHERE 0A5EMEN75CONTAN ONE OR MORE SLEEPING ROOMS,AN EMEEGENCY ESCAPE AND EExUE OPENING EXCEED THE 5MA I-E5T PY MORE MAN 3/6 INCH(9.5 MM).VI5ER5 SNAIL PE VERTICAL OR 5LOFF12 FROM MF UNDER51Pr I.CONTROL JOINTS MAY PE OMITTEV WHEN THE SLAB 15 FEINFORCED IN ACCORDANCE WITH TAPLF R50611:REINFORCEMENT 5 JA L PF PLACED
SHALL PE VEQUIREV IN EACH SEEPING ROOM.EMEEGENCY F5CAn ANV VE5CUF OMNINC45 SHALL OPEN VRECTLY INTO A PUPLIC OF THE N051NG OF THE TOAD AT AN ANGLE NI MORE MAN 30 DFGEFF5(.51 EAI2) FROM THE VERTICAL,OPEN E15EP5 AT THE MID-VEPTH OF THE SLAP OR 2 INCHE5 FROM THE TOP OF%KA 5 GOATEE THAN 4 INCHE5 IN 111ICKNE55. '
WAY,OR TO A YAW\ OF COURT THAT OFFN5 TO A PUPIL IC WAY,' AM PERMIT1E[PROVIVF[THAT THE OPFNIN65 LOCATED MORE TI-M 30 INCHE5 C 762 MM),A5 MFA5URE12 VERTICALLY, P506.2 51TF PRFPFVA110N
EXCEPTION: TO THE FLOOR OR GRADE PELOW n0 NOT PERMIT THE PA55AGF OF A FOUE-INCH-DIAMETEE C 102 MM) SPHERE. THE AREA WITHIN THE FOUNDATION WALL5 SNAIL HAVE ALL VEGETATION,TOP SOIL AND FOREIGN MATEVIAL REMOVE[,
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E310.1.1:MINIMUM OPENING AREA 2.THE R15FR NEIGNT OF 5PIEAL 5TARWAY5 SHALL PE IN ACCORDANCE WITH SECTION E311,7,10.1 SLAB,ANV EXCEPT WHFRF PPPP0VEI?THE FILL VEPTH5 SHALL NOT EXCEED 24 INCHE5(610 MM)FOR CLEAN 5AN12 OR GRAVEL ANV 8 INCHE5
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TOOL5 OR SPECIAL KNOWLEDGF.WIN[OW OPENING CONTROL VEVICF5 COMPLYING WIM A5TM F 2090 SHALL PF PEEMITTED FOR THE frEAP PERM SNALI,PE NOT LE55 THAN 9 INCHE5(229 MM).THE TREA12 DEPTH SHALL BF MEA5UEFV HORIZONTALLY R506.2,2 RASE
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V310.2:FMEEGENCY F5CAPF ANV RE5CUF OPFNINC45 SHALL HAVE MINIMUM 2MEN510N5 A5 5PECIFIFn IN TH15 5FCTION. TRFAV'5 LEAVING FVGF THE GEFATF5T TREAD DEPTH WITHIN ANY FLIGHT OF 5TAIE5 SHALL NOT EXCEED THE 5MALLF5f PY DIA5T-FURNACE SLAG PA551%A 2-INCH(51 MM) 51EVE SHALL PE FLA02 ON THE PREPARED 50-GEAOE WHERE THE 51,A315 MLOW C+PA17C,
R310.2I:MINIMUM OPENING AREA EMERGENCY ANV F5CAPF EExUF OPENINGS SHALL HAVE A NET CLEAR.OPENING OF NOT LE55 MOPE THAN 3/8 INCH(9,5 MM)CON515TFNSY SHAPE[WIN19ER5 AT THE WALKLINE SHALL PF ALLOWED WITHIN THE FXCFPIIION:A PA5E COURSE 15 NOT EFQUIEFD WHERE THE CONCEFIE SLAB 15 INSTALLED ON WELL-MRANEV OR 5ANV-GRAVEL MIXTUEF 5011,5
THAN 51 5QUAM FFFf(0530 M2),THE NET CLEAR OPENING 19IMEN51ON5 REQUIM19 PY THI5 SECTION SNAIL M OPTAINFV PY THE 5AMF FUGHT OF STARS A5 RECTANGULAR TREA25 ANV 120 NOT HAVE TO M WITHIN 3/8 INCH OF THE EFCTANGUI-V TIYAV CLA551FIE19 A5 GROUP I ACCORDING f0 THE UN1919 SOIL CLA551FICATION 5Y5TEM IN ACCORDANCE WITH TABLE R4051
NORMAL OPERATION OF THE EMEEGENCY E5CAPE ANP EF5CUF OPENING FROM THE IN510F,THE NET CLEAR HEIGHT OPENING SHALL It PEP m. E506.2.3.VAPOR VEIARVFR
NOT LE55 THAN 24 INCHES(610 MM)ANFI THE NE CLEAM WITHTH SHALL PF NOT LF55 THAN 20 INCHF5(508 MM). 1?311,7.5.2.1 WINDER iEFA125 A 6-MIL(0.006 INCH;192 MM)POLYETHYLENE OR APPl:0VF,9VMOE kEfMMER WITH JOINf5 LAPPED NOT LE55 THAN 6 INCNF5 0I 2 MM)
FXCFPfION5: WINDER TP.FAV5 SHALL HAVE A MINIMUM fEEAO DEPTH EQUAL TO THE THE fEEAV I2FPTH OF THE 5TP.AIGHf RUN PORTION OF SHALL PF PLAaP PETWEEN THE CONCRETE FLOOR SLAB AND THE PA5F COUR5F OF THE PREPARED 5U13CAME WHERE NO MSE COUR5E FXI5T5.
L G�FLOOR OR PELOW 67 5 OPENINGS SHALL HAVF A NET CLEAR OPENING OF NOT LF55 THAN 5 ME STAIRS MFASUREn A5 ABOVE AT A POINT IZ INCHF5 FROM THE SINE WHERE THE(READS AVE NARVOWEE.WINNER SQUARE FEET(0,465 FXCFPfION5:THE VAPOR RFTARDFV 15 NOf EFQUIREP FOR THE FOLLOWING:
'
MD• I.GAMGE5,UTILITY MILDING5 ANV OTHER UNHEATED ACCE55✓Y'1 Sfl Ill 5
1VEA0HALL 5 S HAVE A MINIMUM 11REA2 PERM OF THREE INCHES AT ANY POINT,WITHIN A FLICK OF STARS,ME GEEAIEST
2.SINGLE HUNG AND/OR[OU3LF HUNG WINnOVVS SNPLL HAVE A MINIMUM NET CLEAR OPENING OF 33 SQUA?F FEET(031 M2). Z FOR UNHEALED STOF ROOMS HAVING AN AREA OF LF55 THAN 70 SQUARE FEET(6,5 MZ)ANV CARPORTS.
WINnFR TP.EA2 VFPTH AT THE L F IZ INCH WALKINE SNPLL NOT EXCEED THE SMALLEST PY MORE 1NAJ 3/8 INCH(9.5 MM).
-
IN SUCH CA5E5,THE MINIMUM NET CLEAR OPENING PIMEN510NHALL 5 S PE 20 INCHE5(508MM)PY 24 INCHE5(610 MM) IN V311.7.7:STAIRWAY WALKING SJEFACF 3 DRIVEWAYS.WALK5,PATIO5 ANV OTHER FLATWOP.K NOT LIKELY TO PE ENC05FD AN[NEATEN AT A LATER PATE.
EITHER VIVECTION. THE WALKING SURFACE OF TREA05 ANn LANPING5 OF 5TARWAY5 SHALL BF 5LOPE19 NOT 51EFPEV THAN ONE UNIT VERTICAL 4.WHERE AnPPOVCI7PY THE OILILPN;CPPICIA!,13A5EV ON LOCAL SITE CONVITION5.
311: MFAN5 OF �6p�55 N 48 INCHF5 HORIZONTAL(2 PERCENT SLOPE). E506.2.4:EFNF0FCFMFNf 51UPPOET
11 MEANS OF EGRESS R311.7.8:NANDEFILS WHERE PROVIVEP IN 5LAB5 ON GROUND,REINFORCEMENT SHALL PE 5UPPOETEV f0 REMAIN IN PLACE FROM THE CENTER f0 UPPER ONE THIRD OF
12MLLIN6 UNIf5 SHALL PF PEOV10En WITH A PRIMARY AN[5ECON12ARY MFAN5 OF FGPE55 IN ACCORDANCE WITH 111I5 SECTION HANDRAIL5 SHALL PE PPOVIVFD ON NOT LF55_ MAN ONE 51VF OF EACH CONiINUOU5 RUN OF TREA05 OR FLIGHT WITH FOUR THE SLAB FOR THE VUP.A110N OF THE CONCRETE PLACEMENT, $
EACH MEAN5 OF FGF55 9-KL FEOVIDF A CONiINUOU5 AND UNOP5TRUCTED PATH OF VERTICAL AND HOEIZONfAI FGVE55 TRAVEL OR MORE RI5FE5. E6041 WOOD 5101,11JE1 PANEL
FROM ALL PORTIONS OF THE DWELLING TO THE F6EE55 VOOE5,THE PRIMARY MEAN5 OF EGRE55 SHALL NOT REQUIRE TRAVEL V311.7:8.1:HFIGHf R604.1 IDENTIFICATION AND GRAVE.WOOF 5TFUCTURPL PANFL5 SHALL CONFORM TO DOC P51,DOC P5 2 OR AN51/ARA PER 210,C5A 0437 OR
THROUGH A 6AV6F,PU'T THE 5FCON12MY MEAN5 OF EGP.E55 MAY.THF REQUIREn F6RE55 VOOR5%KI-OPEN DIRFCTLY INTO A HANIPFAL NEIGNT,MFP5URFV VER1i-CALLY FROM MF SLOPED PLANE ADJOINING THE TP.EAP NOSING,OR FINISH 5UEFACE OF C5A 0325.PANFL5 51ALL PF 1[EN11FIED PY A GEA[E MARK OR CERTIFICATE OF INSPECTION 155UEV PY AN ApPPOVEbAGENCY,
PUMIC WAY OR TO A YARN OR COURT THAT OPEN5 TO A PUMIC WAY. RAMP%OPF,SHALL PE NOT LF55 THAN 34 INCHE5(864 MM)ANV NOT MORE THAN 38 INCHE5 C 9(25 MM), E604.2 ALLOWABLE 5PAN5.THE MAXIMUM ALLOWMLF 5PAN5 FOR WOOD 5TEUCTUEA1-PANEL WALL 51-EATHIN6 SHALL NOT EXCEEI2 THE VALLE5
N01E5 FXCEPf10N5: 5ET FOVM IN TABLE E6023(3).
1.IN MULfI-LEVEL 2WELLIN65 INCLUDING,PUf NOT LIMIfFV TO TOWNHOUSES,5PLIf-LEVEL AND PA15FP RANCH 5fYLF 1.THE USE OF A VOLUTF,TUPNOUf OR 5fARfING EA51NG 5WIL PE AI-LOWED OVER THE LOWE5T MAV P6043 IN51ALLAVON,WOOD 5TRUCTURAL PANEL WALL 5HEA1HING SMALL PE AfTACHFD TO FRAMING IN ACCOEOANCF WITH TABLE R602.5(I)OR
LAYOUf5,THE TWO SEPARATE F(AIF55[OOR5 MAY PE LOCATF[ON[AFFERENT LEVEL5. 2.WHERE HANVRAL FIffING5 OR 13FNVING5 ARE USFV TO PROVIDE CONTINUOU5 TPFN51fI0N PETWEEN FLI6Nf5, E6023(3).
2 WHERE 511E TOPOGRAPHY PREVENT5[IEECT ACCE55 AT TWO REMOTE L0CATION5 TO GRAVE FROM THE NORMAL LEVEL OF ENfkY, TRAN5111ON5 AT WINVEV TREA195,ME TRANSITION FROM HANDRAIL TO GLlAV7 OR U5E0 AT THE START OF A FUGNT,THE s A
THE TWO 5EPMATE EGRE55 VOOR5 MAY PE LOCATED ON DIFFEVENT LFVEL5. HANVEAL NFIGNT AT THE FITTIN65 OR PFNVING5 SHALL PE PERMIfTFD TO EXCEED 38 INCHE5(956 MM). p8n7; ATTIC ACC�55
R3112 FrAFF55 VOOE5 V311.7.8.2:CONTINUITY V807..1 ATTIC ACCE55.BUIL0N65 WITH COM3U5iIBLE CFIUNG OR ROOF CON5TRUC11ON SHALL HAVE AN AffICACCF55 OPENING TO AMCAl FA5
A PRIMAP.Y ANP 5ECONVARY FGEF55 POOR SHALL PE PROVI[FV FOR EACH PANELLING UNIT ANV SHALL PF A5 REMOTE A5 1`0551131-F HANPFAL5 FOR 5TARWAY5 SHALL M CONIINUOU5 FOE THE FULL LENGTH OF THE FLIGHT,FROM A POINT DIRECTLY ABOVE THAT HAVE A VERTICAL HEIGIif OF 30 INCHE5(762 MM)OF GREATER OVER AN AREA OF NOT LE55 AIN 30 50UARE FEET(2 8 M2).THE
FROM EACH OMFR.THE PRIMARY FGEE55 POOR SMALL PF 51VF-HINGFV,AND SHALL PROVI[F A CLEAM WIVfH OF NOT LE55 MAN 32 THE fOP R15EE OF THE FLIGHT fO A POINT DIRECTLY ABOVE THE LOWE5f E15FE OF THE FUGNT.HANDPAL FNV5 SWA.L PE VERTICAL NFIGNT SHALL PF MFA5UEF[FROM THE TOP OF THE CELL-ING FRAMING MFM13FV5 TO ME UNVFV51[F OF THE ROOF FFANING MFMPEV5.
INCHE5(613 MM) WHFEF MFA5URFV PETWEFN THE FACE OF THE POOR ANP THE 5fOP,WITH THE POOR OPEN 9012F6REE5(157 VFTURNFV OR SHALL fFEMINATE IN NEWEL PO5T5 OR 5AFE1)'TERMINALS,HANINA1,5 AVJACENf TO A WALL SHALL HAVE A
RFD).THE 5ECONVARY FGRF55 POOR SFWLL 3E 51PE-HINGEn OF SLIDING,AND SHILL PEOVIVE A CLEAR WIDTH OF NOT LE55 THAN SPACE OF NOT LF55 MAN 11/2 INCHE5(38 MM) PETWEEN THE WALL ANV THE HANVRAL5. THE OTHER
A19ILY OPENING SNFLL PE NOT LE55 MAN 22 INCHES PY 30 INCNF5 C 559 MM PY NOT
55 AND SMALL F LOCATE[IN I HALLWAY
28 INCHE5(711 MM)WHERE MFA%FF[9 PEfMEN THE FACE OF fNF POOR AMP THE STOP,WITH THE DOOR OPEN 90 DEG1'TE5 EXCFPfION5: OR OTHER WAVILY ACCFSSIPLE LOCATION.VVNEVE LOCATED IN A WALL,THF OPENING NPLL PE NOT LESS 111AJ 22 INCHF5 WIVE BY 30 INCHE5
C I.51 M).THE CLEAR NFIGNT OF 5119F-HINGE[?POOR OPENIN65 SHALL PE NOf LE55 MAN 78 INCHE5(1,981 MM)IN NEIGNT I.HANPRAL5 5HA.L PF PEVMIfi"E[TO PE INT I]FTEV PY A NEWEL P05f AT THE TURN. HIGH(559 MM WIDE PY 762 MM NIGH) WHERE THE ACCF5515 LOCATFV IN A CEILING,MINIMUM UNOP5IRUCTFO NEAP-ROOM IN THE Ar17C5PACF
MFASUEEV FROM THE TOP OF ME MRFSNOL[TO THE POTTOM OF THE STOP.5 IVING DOOR CLEAR WIDTH MAY BE S IGHTLY LE55 2,THE USE OF A VOLUTE,TURNOUT,5TA?fING EA51NG OR 5TAMTING NEWEL SHALL PF ALLOWED OVFV THE LOWE5T frEA12. SHALL PE 30 INCHE5 C 762 MM)AT SOME POINT ABOVE THE ACCE55 MEA5UVED VERTICALLY FROM THE POTTOM OF CFILING FRAMING MEMPER5.
-n-M 28 INCNF5(7I1 MM) TO CONFORM fO INVUI FABRICATION 5TANVAE05,OTHER VOOE5 SHALL NOT PE REQUIRE[TO p3 2 GUAI?b5 SEE SECTION MI305.13 FOR ACCESS REQFlooNTS O WHERE II NCNICAL EQIlI,MENf15 LOCATED IN AfACS,
COMPLY WITH MF5F MINIMUM 121WN51ON5,EGEE55VOOE5 SHALL PF CAPABLE OF PFING VFAPILY OPFNEV FROM INSIDE THE E312.1.1:WHERE EEOUIVF[ p9�5: p�OUIp�M�NTS FOP,�OO� COV�t?INGS
DWELLING WITHOUT HF USE OF A KEY OR 5PFCIA,KNOWLEDGE OR EFFOEf. GLIA'V59 ALL BF LOCATFV ALONG OPEN-51VE19 WALKING 5UEFACF5,INCLUDING 5TAE5,RAMP5 ANV LANVIN65,THAT ARE E905'22:%OFF
?11,21L INTERIOR 00OV5 LOCATED MORE THAN 30 INCHF5(762 MM) MFA5UI VERTICALLY f0 THE FLOOR or GIPArg PFLOW AT ANY POINT WITHIN V9051242%OFF.ASPWJ,T 5HIN61LE5 9-KL PE U5E0 ONLY ON ROOF 5LOPF5OF TWO UNIT5 VERTICAL IN 12 UNIf5 HORIZONTAL(2:12) OF
ALL POOV5 PROVIDING ACCE55 TO HA3ITAPLF VOOM5 SWA-L HAVE A MINIMUM NOMINAL WIVM OF 30 INCHE5(762 MM)ANP A 36 INCHF5(914 MM)HORIZONTALLY TO THE FVGF OF THE OPFN 519.IN5FCf 5CRI-ENIN6 SMALL NOT PF CON510FME12 A5 A GEEATFV.FOE ROOF SLOPES FROM TWO UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL(2:12) UP TO FOUR UNIf5 VERTICAL IN 12 UNI5 HORIZONTAL
MINIMUM NOMINAL NEIGNT OF 51X FEET,5IX INCHF5. C+LlAPO (4:12),[OUPLF UNVEVLAYMFNT APPLICATION 15 REQUIRE[IN ACCORDANCE WITH 5ECTION E905.1.1.
FXCFPTION5: V312.1.2 NEIGNT.FFQUIEEP r4LArP5A1'OPEN-51DF0 WALKING 5UVFACE5,INCLUDING 5MP5,POPCHE5,PALCONIE5OF F1003: MA50NFY CNIMNL
1.DOOR5 PROVIDING ACCE55 TO PAMEOOM5 ARE PFVMITfFV TO 3E 28 INCHF5(71I MM) IN NOMINAL WIDTH. LAN[ING5,SHALL It NOT LE55 T WAN 36 INCHE5(914 MM) IN NFIGNT A5 MEA5UREV VERTICALLY ABOVE THE ADJACENT E1003.9:1EEMINATION
2.000V5 PEOVI[ING ACCE55 TO PATHROOM5 IN EX15T1N6 PLIILDING5 ME PFRMITTEP TO PF 24 INCHF5(610 MM) IN NOMINAL WALKING 5URFACF OR THE LINE CONNECTING THE LEADING F%F5 OF THE TVEA125. CHIMNEY5 SHALL EXTEND NOT LE55 THAN 2 FEEf(610 MM)HIGHER MAN ANY PORTION OF A MIL[ING WITHIN 10 FEEf(5015 MM),PUT SNWLL
WIVM' BF NOT LF55 THAN 3 FEET(911 MM)A30VF THE 1-1I6HE5f POINT VVHFVE THE CHIMNEY PA55E5 THROUGH THE ROOF,
SNFFT: SCAT F: DATE: ZM510N fVLE
PRAWNP DArE kEv15EDVY
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COn��XCEppTS ECKSTROM HOME DESIGNS
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CHECKED PY.F.T.F, 35 51MMON5 PONY CIRCLE,HYANNI5 MA
ME5E ARCHITECTURAL PLAN5,DPAW1NG5. PROPERTY a ECK5TO:V,HUNIE DE5I6N5.NO PAP.f fNLkGOF%KI.GE COPIED,Dl5CI.05ED f0 0MEK56V LASED IN CONWCfON WITH ANY WOM M MO-CC7,0"k TIi1N TK SPECIFIED PPO,ECf EOk WHICH THEY NAVE X' N PkEPAFED AND DEVELOPED,WIi4 ff a EXFM55 KNOWLEDGE AND WRIf1EN CGN5ENf OE ECK5TOU HONE VE9GN5.
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FOUNDATION WALL .. - 1 ,
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FOUNDATION NOTE5
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A.GENNRAL
I.)ALL WORK STALL CONFORM W11N
THE MA55ACHU5ETT5 5fATE PUILDING CODE,
THE fOWN OF HYANNI5 ZONING PY LAW5,AND ALL AFLICAPLE OSHA 5TANPARD5.
2.)ANY WOOL FRAMING MEMIV5 IN DIPNCf CONfACf WIN CONCRETE 5UIFFACE5 SHALL PE PRESSURE TRNATED.
3J Al FOUNDATION W&I-5 SHALL PE[311 DURING THE OFERAfION5 OF PACKFILLING AND COMPACTION.I3EACIN6 SHALE Pf LEFf IN PLACE UNTIL PEPMANNNf Z;5THAINf5 NAVE BEEN IN5TALLED. D.IEINFORCING 5TEEL(UNLE55 OMERWI5E NOTED)
4.)CONCRETE WALL5 TO PE WATERPROOFED PELOW GRADE,EXTERIOR 5IDE,LOCAL PUILDING DEPAP.fMENf SHALL IN5PECf EXCAVATION PRIOR TO CON5TRUCfiON OF FOOTING AND WALL5,AND Afti01NER
INTERVAL5IN ACCORDANCE WITH LOCAL 5TANDPpP PPAC-10E5.
5.) IF THE CONTRACTOR MAKE5 ANY CHANGE5 OR DEVIAfE5 FROM THE CONIFACf DOCUMENI5 W11HOUf WRITTEN APPROVAL FROM THE ENGINEER,THE CONTRACTOR%KL PE KE5FON5IPLE FOR TNE'fOfk I)PAR5 SHALL PE NIGH POND DEFORMED PAP.5 MEETING A5fM A-615,GRATE CO.
DESIGN. 2)WHERE OFEWINC45 OCCUR IN WAL1-5 OR 5LA135,PROVIDE 2-#4 EACH FACE EACH 51DE OF OPENING5 AND EXTEND 2'-6"PEYOND OPENING.
3) 5LA135 ON GRADE SHALL PE REINFORCED WITH 6X6-WIOXWIO WELDED WIRE FABRIC LAP CP055 WIPE5 ONE 5LACE FLU5 2''ALL 51PE5:
13.FOUNDATON PEQUIREMENfS
I J THE 60ffOM OF FOOfING5 SNPJ,L GEAR ON UNDI5TUP912 INOP6ANIC GP.ANULA?SOIL COMPACTED 5TRUCfURAL FILL WITH A WE ALLOWABLE PNAMNG PPEA5UPE OF MINIMUM 2 fON5/50 PT. i N,M15CELLANEOU5(UNLE55 01HERW15E NOTED)
2)CONCRETE%AL. It PLACED"IN THE DRY"ONLY,AND NO CONCRETE SHALL PN PLACED ON FROZEN GROUND,
305PECIAI,CARE SHALL PE TAKEN IN PACKFILL N%WALL5 AND U%IfY TRENCNE5.PACKFILL MATERIAL SHALL PN COMPACTND IN 12''LAYERS MAXIMUM WITH POMP TAMP P5 OP PY OTHER APPROVED
EQUIPMENT, 1 I)VERIFY IN FIELD Al LOCAfION5 AND CONDITiON5 IN THE 57LICTURE SHOWN ON THE DFAWING5 AND/OR AFMCfING IN5M.LATION OF NEW WORK ANY
4.)WA15 RETAINING NAPfN SHALL PE PACKFILLED EQUAL-LY EACH 51DE UNLE55 ADEQUATELY PLACED, D15MFANCIE5 SHALL PE PROUGNT TO THE ATTENTION OF THE ENGINEER PNFORE FA13RICA11ON OF DEPENDENT WORK,
2)If 15 THE PESPON5IPILITY OF fHE CONfRACTOP fO PROVIDE ADEQUATE 5HOPING AND PPPCING TO 5APNLY 5UPPOPf THE PUILDING DUPING CON5IRUC1ION.ANY
APPPOV&PY THE ENGINEEP WILL NOf PNLIEVE THE CONTRACTOR OF FUEL kE5PON51PLVY,FOR SNORING AND/OR PRPLING,
I)WORK SHALL CONFIRRM
C CONCRETE(UIVLNS fO THE
NOTED)N LA1N5f AMEPICAN CONCRETE NSt11UfN PUILDING CODE,SfANDAP.DS,PECOMMENDND F�TICES AND SPNCIFICA110N5 AS RNVISNDYO DATE, 3J PURING THE CON5TPUCfION PHASE OF THE PROJECT fNE CONTPFCfOR SHALL REVIEW DESIGN LOAD5 fO LIMIf AND CONTROL CON5TPUCTION LOA7IN6,INCLUDING PUf
I 2)CONCRETE 5NALL PE MIXED IN THE SPECIFIED PROPOP11ON5 TO GIVE MINIMUM COMPM551VE 5TPEN6TH Af THE END OF 28 DAY5 OF 3500 F51. NOT LIMITED TO STOCK PILING AND CONSTRUCTION EQUIPMENT:
3J CON5TRUCTiON JOIN15 IN 5fPUCfUPAL CONIC"5NALL PE LOCATED IN THE MIDDLE THIRD OF THE SPAN OF OTNNP APPROVED LOCATION OF MINIMUM 5NNAP,
S EEf: SCALE: DATE: PROJECf: ( REVISON TADLE
DRAWN PY:E.T,E, y 'P) NUPnf EP DAtE � REVISER fsY PESC2IFTION
FOUNOMON nM,NOTt5,ANP L?MA S ECKSTAOM HOME DESIGNS
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