HomeMy WebLinkAbout0141 SCHOOL STREET - Health 141 SCHOOL�SOOkOTUIT
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TOWN OF BARNSTABLE OP 1 1►5I6�r
I,_67ATION '��� JCYI�C�I Y��� SEWAGE #
2D07-148'5"
S'ILl-;AGE C&LJ ASSESSOR'S MAP & LOT 20 i n�
INSTALLER'S NAME&gqPHONE NO.
SEPnCTTANK CAP A IITY I S oO Coin I In
LEACHING FACILITY: (type) IfachnebabWsi )
NO.OFBEDROOMS
L lie
BUILDER OR OWNER Q'
PERMITDATE: COMPLIANCE DATE: �O
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility (If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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3 -50' -
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6 - N3' S
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No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for �Bigpogal *pgtem (tongtruction 'Permit
Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Address or Lot No. 4( 5 .. Owner's Name,Address'and Tel.No.
Assessor's Map/Parcel 0 9-0 0—t f. 1
Inst s Name,Address,and Tel.No. �J �rJ1 "(t-AA C Designer's Name,Address and Tel.No. 04^reN
Type of B 'lding:
Dwelling No.of Bedrooms Lot Size 6`I? sq.ft. Garbage Grinder (A0
Other Type of Building ` No.of Persons S� Showers(L.) Cafeteria( )
Other Fixtures
Design Flow(min.required).5— � 110(yf 16 �Sa gpd Design flow provided gpd
Plan Date I L "' O 6 Number of sheets ( Revision Date d 0 1 Oki- D`7
Title
Size of Septic Tank i ADO Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the E vi rimental Code-and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of a
Y
Signed Date 31
Application Approved by r ° '" + Date to —
Application Disapproved by: Date
for the following reasons
Permit No. .100 7L Date Issued I()-
--- �-
-- --——— ---—————————————————————--
y 9'
�( No. �d0 —1k SS s � �' �(J
�3 �a { Fee
�1 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF`BARNSTABLE, MASSACHUSETTS Yes
. Application for �igpoal *patent Conotruction Permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components
Location Address or Lot No. I q t Se.� s_* Owner's Name,Address;and Tel.No.
Assessor's Map/Parcel Q a(, Q ^g
InstallgQs Name,Address,and Tel.No. J rJc�A�(,.0 QJA C Designer's Name,Address and Tel.No.
Type�of Building:
✓ Dwelling No.of Bedrooms � Lot Size sq.ft. Garbage Grinder (w)
t Others Type of Building No.of Persons s Showers(L) Cafeteria( )
_ Other Fixtures
"Design Flow(min.required)S_84 110 Gpo Sse gpd Design flow provided ' S S d
gP
Plan Date 1 Z - 1 - D6 Number of sheets Revision Date I O •�- D? 10 i$ V,1
Title'<4._,_,- ,.
Size of Septic Tank 15`04 Type of S.A.S.
- t
(Description of Soil,
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
1�
('Agreement•,—.-_,
fffgdersigned agrees to ensure the construction an&mamtenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the E vi onmental;Code.and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of a �^
t ` 6
Signed �` `r<. �r .��+ ` Date f 3 f ��
�, of ems„Z<.:,.
Application Approved by . -'' 14 � Date '�
Application Disapproved by: 1 , Date
for the following reasons
Permit No. AO 0 JL R r Date Issued ti 10- 2 S'°
r _ vj �.
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
I �extifi�cate of (Compliance
THIS IS TO CERTkY,that th On- it ewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( )
Abandoned( )by r
at ( t{ 1 has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. :200? dated 10- 5-0 7`
Installer 11� f7(21t,�_ Designer
#bedrooms S"` Approved design flow gpd
The issuance of this permit shall not be co strued as a grantee that the system will unction s desig ed.
- 4 Date , (gf Inspector y I
------------------------- -_ ri_- -----�
No. U?oo7— "1 O Fee
THE COMMONWEALTH OF MASSACHUSETTS
'\PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
wigpogal 6pMem Construction Permit
Permission is hereby granted to Construct ( ) Repair ( ) Upgrade (Abandon ( )
System located at ( c( i
and as described in the above4pplication 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 ithin three years of the date of this permit.
k ,..
Date IO' S 0 ,y„Approved by
4
:down cape engineering inc FAX NO. :15083629880 Feb. 20 2008 03:13PM P1
Town, of Barnstable
Regulatory Services
i Thomas F.Geiler,Director
Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,NIA 02601
(DM@a: 508462-4r Fax: 508-•790-6304
1tallsr R11i:0er CertWc&tion Form
Date: � 1� . 09
L
Installer: AA true�r�®r
'address: Address:
c Q�,�; ° ' j J vas issued a permit to install a.
(insfallK ,
ptio system atAL based on a design dra%Vh by
address p
dated O P Q
signer)
l j�y that the septic system referenced'above was installed substantially according to
the desi$% which May include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
I ce ftt the septic system referenced above was installed with major changes (i.e.
pwiter than 10' lateral relocation of the SAS or arky vertical relocation of any component
of the septic lystem) but in accordance with State & Local Regulations. Plan revision or
wed 0-built by designer to follow.
o` ARNE H ?.
OJALA r
S Signature) c' CIVIL
No. 30792
.c GIgT6� �`a
�SS�4NAl. EN'
®signer s ignature) (Affix Designer's Stamp ere)
WE1ffTUMRN ® BST TABLE UBI-It~:' A� SIO RFAMM-123-
ByC 'IfE
�E I D ® �'E TAI3b I.I'� 1� DI 1 .
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8 1999
IN
Sr
COMMONWEALTH OF MASS ETTS .e
EXECUTIVE OFFICE OF ENVIR S John Graci
DEPARTMENT OF ENVIRONMENTAL P DEP Title V Septic Inspector
ONE WINTER STREET BOSTON MA 02108(617)2923500 P.O.Box 21 t9
TeaTicket,Ma.
(508)564-6813
TRUDY COXE
Secretary
ARGEO PAUL CELLUCCI DAVID B.STRUHS
Governor Commissioner
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION
Property Address: 141 SCHOOL ST. COTUIT MAP 202 PAR 086.
Name of Owner PHILLIP WHRITTENAR
Address of Owner: n/a
Date of Inspection: 8/12199
Name of Inspector:(Please Print)JOHN GRACI
I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000)
Company Name: n/a
Mailing Address: n/a
Telephone Number: n/a
CERTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposal system at this address and t4 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 Furthejubmit
uat' n 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:8/13/99
The System Inspector shall 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: 141 SCHOOL ST.COTUIT MAP 202 PAR 086
Owner: PHILLIP WHRITTENAR
Date of Inspection:8/12/99
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:
Wa 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. '
Wa 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
nta 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: 141 SCHOOL ST.COTUIT MAP 202 PAR 086
Owner: PHILLIP WHRITTENAR
Date of Inspection:8/12199
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 16.303(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 n(a_.(approximation not valid).
3) OTHER
nla
revised 9/2/98 Page 3 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 141 SCHOOL ST.COTUIT MAP 202 PAR 086
Owner: PHILLIP WHRITTENAR
Date of Inspection:8/12/99
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 n&.
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: 141 SCHOOL ST.COTUIT MAP 202 PAR 086
Owner: PHILLIP WHRITTENAR
Date of Inspection:8/12/99
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 Mtroduced 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
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 141 SCHOOL ST.COTUIT MAP 202 PAR 086
Owner: PHILLIP WHRITTENAR
Date of Inspection:8112/99
FLOW CONDITIONS
RESIDENTIAL
Design flow:-=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): NQ If yes,separate inspection required
Laundry system inspected(yes or no):JLQ
Seasonal use(yes or no):JM
Water meter readings,if available(last two year's usage(gpd): Wa
Sump Pump(yes or no): NO
Last date of occupancy: Wit
COMMERCIAL/INDUSTRIAL
Type of establishment: Wit
Design flow: Wit gpd(Based on 15.203)
Basis of design flow: Wit
Grease trap present:(yes or no): t)LQ
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:Wit
Last date of occupancy: n1a
OTHER: (Describe)
Wit
Last date of occupancy: Wit
GENERAL INFORMATION
PUMPING RECORDS and source of information:
Wa
System pumped as part of inspection:(yes or no):NQ
If yes,volume pumped W& gallons
Reason for pumping: Wit
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)
I/A Technology etc.Attach copy of up to date operation and maintenance contract
Tight Tank Copy of DEP Approval
Other: n1a
APPROXIMATE AGE of all components,date installed(if known)and source of information:
1990 PERMIT90-666
Sewage odors detected when arriving at the site:(yes or no). NQ
revised 9/2198 Page 6 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 141 SCHOOL ST.COTUIT MAP 202 PAR 086
Owner: PHILLIP WHRITTENAR
Date of Inspection:8/12/99
BUILDING SEWER:
(Locate on site plan)
Depth below grade: V
Material of construction:_ casfron X 40 PVC _ other(explain)
Distance from private water supply well or suction line: TOWN
Diameter: n/a
Comments: (condition of joints,venting,evidence of leakage,etc.)
Wa
SEPTIC TANK: X '
(locate on site plan)
Depth below grade: t"
Material of construction:X concrete_ metal_ Fiberglass _ Polyethylene _ other(explain)
n/a
If tank is metal,list age Is age confirmed by Certificate of Compliance(Yes/No): No
n/a
Dimensions: L 8'6"H 6'7"W 4'10"
Sludge depth:
Distance from top of sludge to bottom of outlet tee or baffle: 3E
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: ]E
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 TR TU A Y SOUND.RECOM EVERY TWO YEARS
GREASE TRAP:
(locate on site plan)
Depth below grade:
Material of construction:_concrete_ metal_ Fiberglass _ Polyethylene_other(explain)
n/a
Dimensions: Wa
Scum thickness: n/a
Distance from top of scum to top of outlet tee or baffle:-n4
Distance from bottom of scum to bottom of outlet tee or baffle n/a
Date of last pumping: n/a
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.)
n/a ,
revised 9/2/98 Page 7 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 141 SCHOOL ST.COTUIT MAP 202 PAR 086
Owner: PHILLIP WHRITTENAR
Date of Inspection:8/12/99
TIGHT OR HOLDING TANK: NO (Tank must be pumped prior to,or at time of,inspection)
(locate on site plan)
Depth below grade: Wit
Material of construction:_ concrete_ metal_ Fiberglass _Polyethylene_ other(explain)
nLa
Dimensions: Wa
Capacity: nLa gallons
Design flow: Wa gallons/day
Alarm present: NQ
Alarm level:jV& Alarm in working order:Yes_No_: NQ
Date of previous pumping: n&
Comments:
(condition of inlet tee,condition of alarm and float switches,etc.)
nLa
DISTRIBUTION BOX: X
(locate on site plan)
Depth of liquid level above outlet invert:n(a
Comments:
(note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc.)
nLa
PUMP CHAMBER: NO
(locate on site plan)
Pumps in working order:(Yes or No): NQ
Alarms in working order(Yes or No): NQ
Comments:
(note condition of pump chamber,condition of pumps and appurtenances.etc.)
114
revised 9/2/98 Page 8 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 141 SCHOOL ST.COTUIT MAP 202 PAR 086
Owner: PHILLIP WHRITTENAR
Date of Inspection:8/12/99
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: ji&
leaching galleries,number: 17La
leaching trenches,number,length: n&
leaching fields,number,dimensions: n&
overflow cesspool,number: n&
Alternative system: n/a
Name of Technology: ji&
Comments:
(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.)
THE LEACH PIT IS STRUCTURALLSOUND AND FUNTIONING PROP RLY THE PIT HAS NOT HAD MORE THAN 2'OF WATER IN IT
CESSPOOLS: _
r
(locate on site plan)
Number and configuration: n&
Depth-top of liquid to inlet invert: n&
Depth of solids layer: nLa
Depth of scum layer. n/A
Dimensions of cesspool: n&
Materials of construction: n&
Indication of groundwater: nta inflow(cesspool must be pumped as part of inspection)n&
Comments:
(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.)
n&
PRIVY: _
(locate on site plan)
Materials of construction:n& Dimensions:n&
Depth of solids: n&
Comments:
(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.)
nLa
revised 9/2/98 Page 9 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 141 SCHOOL ST.COTUIT MAP 202 PAR 086
Owner: PHILLIP WHRITTENAR
Date of Inspection:8/12/99
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
I�
- e
revised 9/2198 Page 10 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 141 SCHOOL ST.COTUIT MAP 202 PAR 086
Owner: PHILLIP WHRITTENAR
Date of Inspection:8/12199
NRCS Report name: nLa
Soil Type: Wa
Typical depth to groundwater: n&
USGS Date website visited: Wa
Observation Wells checked: NQ
Groundwater depth:Shallow _ Moderate _ Deep _
SITE EXAM _ Slope
_ Surface water
_ Check Cellar
_ Shallow wells
Estimated Depth to Groundwater,12 Feet
Please indicate all the methods used to determine High Groundwater Elevation:
_ Obtained from Design Plans on record
_ Observed Site(Abutting property,observation hole,basement sump etc.)
_ Determined from local conditions
Checked with local Board of health
Checked FEMA Maps
_ Checked pumping records
_ Checked local excavators,installers
XUsed USGS Data
Describe how you established the High Groundwater Elevation.(Must be completed)
USGS MAPS AND CHARTS
revised 9l2/98 Page 11 of 11
TOWN OF BARNSTABLE
LCCATION 1W 564001 �� SEWAGE # `TO- s'C�
VILLAGE ASSESSOR'S MAP & LOT o,2c- oF4
INSTALLER'S NAME & PHONE NO. aA& WvApzgs S'Yj- egig
SEPTIC TANK CAPACITY /Da® caidL S,e rpf t c
LEACHING FACILITY:(type) /oe ki,e� (size) /boa
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC ATER
BUILDER OR OWNER �i. 4u
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No u
5 6 c� p�P�1e
® ill A
ASSESSORS MAP NO: ---
p- ��
PARCEL NO:
No..�............. Fms. L..c........-------
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
TOWN OF BARNSTABLE
App iration for Bispnsal Workii Tandrur#inn .eruti#
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at: '
fLocati n-Address or Lot No.
P -i1 - W h.r..►. :............................ ...........--------- ----......................................._.....
er Address
a ........... . -------------------------------------- ---------------------------------------------------------------------------------------------•----
/
y.. Installer Address C
d Type of Building Size Lot----
feet
V Dwelling—No. of Bedrooms------3............... ._..•Expansion Attic ( ) Garbage Grinder (*d)
Other—Type of Building ............................ No. of persons............................ Showers (a ) — Cafeteria ( )
Otherfixtures -----I.A: - 11VI�................................................. .......................................=.....................
WDesign Flow..............3_1iG................gallons per person per day. Total daily flow.............................................gallons.
WSeptic Tank—Liquid*capacity./499o..gallons Length................ Width................ Diameter................. Depth................
x Disposal Trench—No..................... Width.................... Total Length..._................ Total leaching area....................sq. ft.
Seepage Pit No../_.`l10(Q_.. Diameter.......ta°...._..... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................ .
aTest Pit No. I................minutes per inch Depth of Test Pit...................... Depth to ground water--___-_____-_-----------
Gi, Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................
R+ -----------------------------•• ............ -- P..._..........--------•....-•-••-•----•--•--•--•---••---
O Description .. . _._
W -------------------- ............................................................................................................................ --....��... .......
UNature of Repairs or Alterations—Answer when applicable...........1-p____--....A.- I _f._.__.____eQ�er�.. :i S e [
-•----------•-----...--•--•---------=--------------------------•--•----••--......_..........----....--•• ----•- ••---•••-•-----•-••-••---•-•-•---•-•......---•--------•.....---•--
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
,the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to pla the
" - system in operation until a Certificate of Complian en issue oard of health.
Signed ----- .. ....... .......... ......... ---- .......... ..I ......
Date
Application Approved B ............................... �/ to�a
PP PP y -----... ---.... .. . ....�----
Application Disapproved for the following reasons- ------------ ----- -------------------------------------------------------------------------------------------------
- ---- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ----------- - ---------
'I- _SW Date
Permit No. ------. -----------------------_----_- Issued --------------- I'
N.....�o, .5.T FRs.30 �..........
THE COMMONWEALTH OF MASSACHUSETTS
--- BOARD OF HEALTH
TOWN OF BARNSTABLE
Appliration for Disposal Works Tonstrnr#iun rumit
Application is hereby made for a Permit..to Construct ( ') or Repair ( ) an Individual Sewage Disposal
System at: �� v� ' . _.---
......................... �11._... ?�'�!.4.C�./.--^:.. ..._.... / ... --.... ...•.' ........... .._......_....-.........
Locatio -Addre or Lot No.
.r..s t.n.r�ss =--------------------------- .........................................................................................._.....
_—� Owner Address
afl 12 Y • vH F__4----------------------------------•-- ------...... ...........................................
Installer Address. r
d Type of Building Size Lot.....
.---L__._.y. ...Sq. feet
U Dwelling—No. of Bedrooms.._...,..................................Expansion Attic ( ) Garbage Grinder (y t
Other—T e of Building No. of persons.....•_....... Showers - Cafeteria
Other fixtures ---- �� �`ff�----------------------------------------------------------------------------------------------------------
d '
W Design Flow................_. . ...............gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid capacity.QiLgallons Length................ Width................ Diameter... ........ Depth................
x Disposal Trench—No..................... Width.................... Total Length.................... Total leachinarea....................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........................................
Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water_.___-__-_______-.._---.
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water---------_...............
-------------••--------••----- -------------•--- --- --------------.......----.....--•-------•---------------..............---
D �' �'= -------- ............... 1�.' L Description of Soil f Cf/G!/� fn-r-----------------------------------------------
U1 ------------------------------------------------------------------------------•-•-•--------------------------------•----------------------------------------------------------------.....------------...
W -----------------------------------------------------------------------------------------------------------------------------------------------•.
U Nature of Repairs or Alterations—Answer when applicable-----------Lj.f�__ . __!" E. ._..______�`�n=: r _ 5 fr 4
------------------------------------------------------------------------------------------------------------------------------------ --------•----------------------------------------------•--••--••-
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to plat the
system in operation until a Certificate of Compliant asp een issuedehe-board of health.
, /
Signed ----------------- ---, 0r--...... ��� r ......... �_,/ -��---b-----
/ Date
Application Approved BY �c.�ti ------`-�`....< �------- ------------ ----------------................................... ---...��� Via.........
re i
Application Disapproved for the following reasons- ------------------------------------------------------------------------------------------------------------------------------------;,'.
------------------------------------------------- -------------- ------------------------------------- --- --- --------------------------------- --------------------"......................... .....----......-------- ..
Date
PermitNo. �� 56 ----------------------------------- Issued .........................................................- .......
Date
THE COMMONWEALTH OF MASSACHUSE17S I
BOARD OF HEALTH
TOWN OF BARNSTABLE
&r#ifira e of 6myitttnre
THIN,IS-�/:ryJJ+Q CERTIFY,-That-the Individual Sewage Disposal System constructed ( ) or Repaired ( !��
by---------_> ��/
--- '-•""' 1 . .......... ..1----
. .�Y Z-�!..... ............Ins.._........---- -------------.—.............. --................... -- -- —............................
L/ / / —7� -74—
at ...... .— -------------.5_�.C�.-661..-.......5... r ---..L-.--�� 1-...-..--... .....................---------------------------------------
has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in
the application for Disposal Works Construction Permit No. ................... dated ................................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUP4CT10N SATISFACTORY.
•—
� Inspecto- ��g -- ----------------
DATE -.......,..- --....../------------------------ --. --
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE o
Disposal Works Tens--trudion rnmit
Permission is hereby granted............C ` ... ./� J----•----•-------•......---•••--•-•.....---•.......................
to Construct ( ) or Repair ( -)an Indiv'.dual�Sewage Disposal System-
atNo.........Z���..........-C�_C ........... , ..................----------------------------------------.....------------------.
Street qq�
as shown on the application for Disposal Works Construction.Permit No.._.!_�"wDated.._..�Zn�/9v
`Board of Health_,
DATE....f /�!
I .........................................................
FORM 36508 HOBS&WARREN.INC..PUBLISHERS
'I
TOWN OF BARNSTABLE
LOCATION /il/ ha, I � SEWAGE # 70-
VILLAGE �'��� ASSESSOR'S MAP & LOT 02c- 004-
INSTALLER'S NAME & PHONE NO. Ate Tv,qP_ES 5 6- 0Qiy
SEPTIC TANK CAPACITY /toe,
i
LEACHING FACILITY:(type) looe, (size} 000
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC ATER
BUILDER OR OWNER IW4, 4c/ rl'� a
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED;
VARIANCE GRANTED: Yes No
10
� I
u �
V I.
46'-0'•/- _ N
V M _
9'-O' 24'-0'•/-fEXISTINGI
A+5
4'-6' 4' I h X4 IFE DECKING ON P.T.2%4
-4' IB'-5 I/2' _ S. CS' 3'4 I/2' 3�1 I/2".... - z t' - SLEEPERS o WOO.SHAVED _ y
ON.TO I I/3
JO r _ - LVSTOM SCREEN
• ; PANELS W/5/4%4 - 2"0 JOISTS 12
RABBETED FRAMES OC.SHAVED ON,TO 1 114
- ; W/RUBBER MEMBRANE ON N.•�
3/a•CDx PLYWOODRop u
[A:--
ALL 3OF OF '. 1X3/Ix8 TRIM ONA6 PT.TAPERED JOI_______ ROP TOP ALL,I/4'
TOTAL) -
_ p y
T
- -- 2%4 OP.r SILL W/I/2' A, �•^ Q)
�N BOLTS.
_ 4____ ___ _ __ _____ _ _ _ 6 OL.(TYPJ N
✓
F 1
'I
,
ll .
3
.�[
'O 4 Ab -- --------------- ATSLRE"EENFPORGHTILOI'ER
;.
FLOOR HEIGHT)
_ -_ ____ _ - I� y.ln •... _ Q iLl RIM.IOIST _ �-"'4 -
^jt��lj .v
4
AN P.T SILL LT I/3' -
:
v
' m
OL.
D O
P�
cu
BEAM POCKET �/&`.
p �/�
nT-p 1 r ^• AS REOJIRED Ab - C J/
g� 1/2• ANCHOR BOLTS O
:
'- - WIO%33 STEEL BEAM AID%22 STEEL BEAM -
:
B m-sB/a' 2'-°' 3I/a•./ 61
PORCH L-
:
:
... HAUNCH DE YVA
P
n
: '--- -- ---. AIL GRN.I T � 5
o LENERV. GE AR
NDOv1ABOVE �N 1 SMOKE DETECTORS REVIEWED J�
` -3 14' B'-2 I/2' % BASEMENT
6-34 8-2-2
e.
: I
14 34 $L —. $.�3,13r4•x4�2• BARNSTABLE BUILDING DEPT. DATE
_ _
n a- I.P IbR ,5B-• � ---- -
--- ! °I B'L 9 WALL PARTMENT DATE
� i I FIRE DE
c BOTH SIG E ITTING
Y H L`. �`. CELLAR SASH CENTER W
•' - - __ I------_ �i =I WINDOW ABOVE A - t T _ _
o : 1Wu
1 4 -FULL HEIGHT CONCRETE WALL5 TO BE
m K -
b'THILK ON NKE4 PROVIDE
CONCRETE_ F W/KEY PROVIDE 2 ROWS OF L
-I --T- - REBAR C TOP 1 BOTTOM OF WALL.WALL
'y--BILCp TyTE TENSION
HEIGHT TO 8E APPROX.ALLHSHT•/-(REFER TO
C W 13 E%TENSION
SECTIONS FOR WALL HEIGHTS _
13/4'X I/3"LV�. n•Q�(3�I 3/4'X 4 I/2"ILVL�O�f3)13/4'X i % - - - - - - � �>g3 0 -
_ - `� - -� =m�yII I.P -SILLS i0 BE P.T.3X6 SILL W/I/2' e n m- a-
"4 1 '• ANCHOR BOLTS 6 b'-0'0C.MIN.AND o 12' m ��m m 3 o2c `n F
A 10'DIA.CONC.TUBE—� ,_ : 1 _ FROM CORNERS,THERE SHALL BE A MIN.OF ti„b=_ o.,
> J
w _ -
1O T1 DIA,BIGFOOT' 36 %-� 36 36
FOOTING b'-5 5/4' - T_ 3 BOLTS PER SILL - - - ,
n :
.... T' ,'-10 I/3'•/- ,'-B 3/4' -AREAS BELOW WOOD FRAMED PORCHES TO
:
______________________ HAVE b'YELL-GRADED&RAVEL
__ __ _ -CELLAR SASHES TO BE ANDERSEN-2bIT �.
(200 SERIES)RD.•2-5 5/S'X I'-,14'
"- - -- r ^I>= CELLAR SASH CENTER VE - �••^ _ -
i _______ , - WINDOW ABOVE ` ANY FOOTINGS.LM]TAND 12'TNII =
- LAREER
TO HAVE�REBAR o 13'O.G.EACH WAY 4J L A
fFOOTIN&SIZES NOTED ON PLAN)
-AS"I1MED MINIMRI BEARING CAPACITY ^ r- Q) (/I
OF 501L52000 P5F
NO FOOT INS TO BE PLACED IN WATER + �•^�`rv,�
. - —� m _____ P _____._ _-__ -� �E SiREN6 W O ro 0 ..
i_ ___ _____ _ _ .. ___-__ __ _ .•-- - ..
21)
- T1 MIN F'C=3L00 P51 •—
CARBON MONOXIDE ALARMS
'—B•CIA20`IA,'T,FE MUST BE INSTALLED PER s
3-]I/4' 3'-2/a' ON 30'DIA.'BI6FOCT' x C u i j f
FOonN& MASSACHUSETTS BUILDING CODE "V N 111
- o.
cn E�� u_
p V, � 1
15'_O. 24_O'.,- %15TIN6, - - IMPORTANT - UPGRADE REQUIRED
STATE L':)ILDiti` CODE REQUIRES THE UPGRADING OF Q
} SMOKE DE'ECTOF' FOR THE ENTIRE DWELLING WHEN job no. o,o,
ONE OR MORE -----:PING AREASARE ADDED OR CREATED. date OR NOV 200-1
F O U N D A T I ON PLAN scale As NOTED
5 C.A L E, 1/4• = 1'-0• NOTE; A Sr PARATE PERMIT IS REQUIRED FOR TnE
- - dfaWfl KMW
,,TIC. ''F SMOKE DETECTORS—THE ELECTRICAL r�
T DOES NOT SATISFYTHIS REQUIREMENT. -
rev.
W ISSUED FOR PERMITTING snt i "�of io
E
M
• so• ' 9'-31n• Ir-T In•. Ir-1' r-0• - ...
' 4'-1 5/4' 4'-1 5/4• V-3 3/4' V-3 314'. 5'-b 1l1' 5'-b I/2' 3'-2 1/2• 9'a Ia- • _ y�'j .-
m Km _ Im �Im mmm Rm as q
" o € RX xg �Ixs Ix x t r
< x €IbImbImb <I < <m
ry ry rvo
ry IIry II 66 ry '
• A6 3'-9 IM' 4 rq'-63 _A,+ 4A1/4'
_ __ __________
.... ..h------ -------
i
i � c
..9
SEAT
^ v s
�jI)ti PT %4 POST .. R I I'
MI
Q ASLDN 294i - AA 3' 1 3 -A5aDH 294t 5'FI11 DIM1 izp ` ..
2L3/4 3E 3/4411 �'X4
DO0
i
i
yy _
NEIGNiIEN I� _... � .a - _ � fO i
'Y BREAXFAS�NOOK __. -TiBIA +i ;� • - t_ -
�, _ .PO HA:6-IONEIGM) ': - -- --_____yiASGF5 48X360oITCHEN W2 ON. ALME - -
`_ � _
,. -- -- -" 'e'PRa'$} - --ASLDN x+1-4#k c
FAMILY RM. PATIO
cc
00
2-5 3/4 X 3-II 514 - '' -
' td, 4'MIN.AIRSPACE
- 4T in r - 5CF5
i
r
,
,
- Q A X 94 (M-OPENING)
n 2-5 3/4 x 3-II 3/4 "�� m - ! - ON.
DINING
ASLDH 294t BY OTHERS - _ 9°H' 4, 5�0• 4' ..
m
a
_____ y. r�
EUILT-IN/ I _
2fi%b LAB.
ET
n 3'-I0iI rh• 2'-t 2' T'-I',c. " -i/1'
META STVDS a FACE-
. GAI FIREPLACE
,fa _
r R4
_____ n -
a ---eENiidaseles- �„ OFFICE '. •. — _ _ — t
- S6
MUDROO
. ROGUE VALLEY V1111 nb-R ID
RD.:2-10 I11%6-10 V2 a PORCHs'-b I/2' S 5-0• ___ -- sm��^ T.ua��_
GENERAL RAN NOTES
-_ -ALL EXT.WALL5 TO BE 2X45 s IS'
O.G M LE55 NOTED OTHERKSE)
` m I%4 IPE DELKINb O ALIGN WALLS ALIGN WALLS
ON P.T.FRAME
. _ LNDRY. ALL INr rwLLs TO BE 2x45 a Ib•
F - OL.ILNLESS NOTED OTHERWISE) m "
PT. Y1RgP0(T•—• ••LLG HEIGHt AT x - -
n FIN.DIM1 �i ADDITION TO MA cgN • -'
" EXI5TING(REFER TO - -WALLS WITH POCKET DOORS TO
DWS.A-8 BE 2xb'S(TYPICAL)
DEWSTUDY -W1NDows/E%rEwoR FRENCH DOORS BY Ham•+ ..
- FORL6RIULE ER TO
0
EXISTING
0 -FROG E VALLEY-
MLLEYRr DOORS BY 5 - � 4UI -
REMAIN -REFER TO ELEVATIONS FOR WN�N - - C
to C
UP AND GRIGHrt5PAEOVE�BFLOOR - Q"u
r V'
_ O v
O O
F NT ' - -C
1.IPE OELKING r . x - r}r LL _
m ---- ON P.T.FRAME g WALL DEMO VI
P.T.bxb POST - ry O T O _ -
r W/IX WRAP(i'Xi'
4'-6" a'-b" 3'-21/a' 3'-2 I/4' FIN.DIM1 36'TALL , 9'-2 I/2' B'•9 I/2" {d v „
SNIN5LED WALL - ______ _ WALL5 AND ITEFS TO
BELON BE REMOVED -
b'-0' E%ISTINS T'-0' EXISTING WALL5 TO -
n"N
NEW WALL5 - .. ..
job no. : o-1ot
DEMO NOTE5 date oq NOV 2007 ,
EXISTING DASHED WINDOW5 T WALLS scale AS NOTED
TO BE REMOVED AND PATCHED AS
• i - NEEDED OR REPLACED A5 NOTED. dram KMW .'
EXI5TING,10V5E=I,D90 SO.FT.' '
F I R 5 T F L O O R P L A N PROPOSED HOUSE=423 50.FT. feV SCREEN PORCH-151 SD FT
SCALE: /4 I'-O' TOTAL Ib64 S0.FT, `
feV.
a -
A-2
ry .
ISSUED FOR PERMITTING 5bt: :2 of 10
- ~
�._p. C
o «
.e ,
c `
V-4 3/4' 5'-5 Ill' 4'-1 3/4'
14 3/46 24-B 3/4' 5'-0'•/- T'-p" T'-0' S'-0"/- 3'-3 I/1' 1'-9 1/3- -
�m
12
-
wa,e:
_ ? Q 14'-0- Q 6'6' 4'-0• 3'-4" B 'I-s• MP
l�l
g � � MSTR. E3ro4bQm
Q P EDGE OF FLAT/
51.0PEO GLS..5 •�
XAT1G 111L'O'MIN) 1� MSTR. ASGDH/1953 j(TEMP 0 y V
0
... _
I BATH. r✓
m Q
Ca
4,-6. - - 4.1. 0'-0. S'_1• 1.,q. 3.q. 1.�. S.Q. 1.S• 5-5
DH/1953�MP)LEOSE OF
4 ASODX 1953 - _ ,
SLOPED OL6 T/
--- _ ' -
• \ Dm*u
AscDH 19s3 /— BEDRM.4 eooxs ----' ' Q.. P• a '�
iL I,PPER RIDGE—— — —— —— — MIN.1'AIRSPACE
5LEEPIN6,LO -
FT
o c 0
METAL Slvp'a TALE _ -
q ( - ..
AI��AOE'OR
m, _____Q ______.
m BEDROOM 2 -
1-6x6-B - `
ASLOH 19/4
POO �y `�, SLOPE SLAT/ 1-5 3/a%4-5 3/4 -
. UPP�Z�,�{IAL,• --- LOFT'
Ll EN I ALIGN WNDOW ASODH 1953 x -
` I'-T I/1 3'-9 I' E%ISTIN6 - 5'-q'• I�10 4'-l'� E40YV ,1-5 3/4%4-5 3/4
ry
-moom"c w_
�' __ N600RMER - n�oi<-. aso'' m NFW RAILING. __ EDGE OF E%ISTI ____ c _ _
s
_—— o�<eL Sig t -`� — — ro REMAw BPLLUSTERS AND n nL`my�a m=tm�F m�
.o ^ NEWEL TO MATDX z ________________
EXISTING in F�IWINDO�F - -
AOOE55 PROVIDE
em:3
EXISTING TREApS/ - LEAD ObATED _
. RISERS TO REMAIN COPPER FLAASHIN6 .. • � GENERAL RAN NOTES _• -
i
coo-
ALL ENT WALLS TO BE 1%45 a 16' - Fa ON. I n
O UNLESS NOTED OLIERWI5E) ^ e m.�o uc v
3'i 1/1'. O
- -ALL INT.WALL5 TO BE 1X45 a 16'
CURVED ROOF - -
o_n
' ca.NNLE55 NOTED OTHERWISE) •
- aKET ALIGN WALL5
-WALLS WITN POOKET DOORS TO _
- _ ALIGN WALL z �. • F - BE 1x65"IGAU - a •;
`T. ________ _______ _ _ N + - NDOW5 BY'PELLA'AROHITEOT
m - -
WI
B'ATH. BEDROOM 3 - SERIES(REFER TO ELEVATIONS ^'
,• m FOR GRILLE PATTERNS) Q VJ
n ____ �e - _ + ,. _REFER TO ELEVATIONS FOR WINOOH
U
RO.IEIGMTS ABOVE Sa9FLOOR
' 6 AND GRILLE PATTERNS _ C V)
ALIGN WALLS 1-6x3-6• - 0 /�5 ..
N 0 M
Cu
cc + u
WALL/DEMO - C r
o_ �t�
N
11-0' 4--0- 9'-O• Ex15T1 _ WALLS Alm 1TEM5 i0
NG 1'-0' I'-B ___ ___. v
____.
BE REMOVED ..
E%ISTIN6 WALL5 TO ,
REMAIN
WALLS job no. oTo, - -
DEMO NOTE5 date oR Nov 2,
EX15TIN6 DASXEO WINDOWS I WAL1.5 Scale As NOTED
TO BE REMOVED AND PATCHED AS
NEEDED OR REFLAGED AS NOTED. drawn KMW
ING MCUSE _
5 E G O N D FLOOR P L A N I.
EXIST 516 50.FT rev.
ROPOSED MOUSE.BBB 50 FT
SCALE, I/4- 1--0- TOTAL-
rev.
4 .. 1,464 50.FT. ,
p •
g A- 3
ISSUED FOR PERMITTING 36t: 5 of 10
a o -
�
40 r "N fi
ARCH
�O
ROOFISHiT1RAL ASPHALT A.
A EXI5TINS
uO MATCH EA5TJ Ab Ab - M O A
NON-BUILT AK •• . '
P HWER�. RAKE ___— � - -
BRICK CHIMNEY ,.
TRO PLI(CREASE
N A E AT
. o E
'•RAKE�tETURN DETAIL TO MATCH EXIST.
LROYN HOU.DIN6 ON IX RAKE Uy
1%SOFFIT BUILI NBAND r • - N V
I%GORNERBOARDS -- MOULDING ON 1X 5U&RAKE r
(To MATCH EXISTING) ON IX BLOCKING -
— ow
W STANDOLLDING _ ym
M STANDING SEAM
METAL ROOF
••EAVE DETAIL TO MATCH EXIST.----
-WRER ON 1% U
FASCIA;IX SOFFIT •.
✓V 3/4'PERF VENT(CONTJ 3/4•MDO PLYWOOD AT SIDE$ _ --
Ix FRIEZE ON IX BLOCX I% - W/IX TRIM AT FRONT - 1
� L_ ID ALIGN EXIST.'F 5IA .r .. _ .. �P to
�5L8 -
q e.El&FLbar PV FA%IA AT 4 E
ADDITION
-bolo BED W/ox LAP ry
® C]® D "DECORATNE BRACKETS r � O
6X6 P05T W/I% - ' r, - - r ' r-••
WRAP(l•xl'FINISH - v ,,AA ._
DIMENSION) - _ .. -
V/
Ij
Ix LASING WITH
- ILLI MOULDING T.H.E.
V/ L
`ABOVE XX8 WRAP _ -• _ ill
W.C.SHINGLES - �' fd
MAVED CORNERS -
. B FIRS FLOOR y _
1X4 IPE DECKING
ON P.T.FRAMING
(14•TREADS
IX4/I%10 SKIRT BOARD - • _ ',
D VERTICAL
DEC i i i - TYPE'C•&LLO - '
KING AT SIDEDE S / I I ) t I t W/lo-EXTENSION
I �
OF STAIRS NV I/4"MIN,
AIRSPACE
10 DIA.CONCRETE - s -•. - * .
TUBE ON -
'BIGFDOT'FOOTING
EXI5TING 40b NEW ADDITION
F R O N T E L E V A T I O N -
ROO SH iURAL ASPHALT SILES BRICK CHIMNEY -
- Ab Ab -- - -
(i0 MATCH E%ISTJ - -�'-_ -
g;8. M
12�
ROOF GREASE AT ADDITION - _^^- s_ t S m
TO ALIGN M EXISnNG _ -
• - - eAa`a
- - - -t --
. I%CORNERBOARpS - m_. n�-m
(TO MATCH EXI5TING) •'RAKE/RETURN DETAIL TO MATCH EXIST. -
.. - CROMJ MOULDING ON I%RAKE -
IX SOFFIT BUILT-OUt;BAND
` MCI ON IT 4/
ON Ix BLOCKING r L
EAVE DETAIL TO MATCH EXIST. Q
WOOD G ER ON IX n
FMA'BL/q^I�XRF IM(LONi1 14-.L-1 GROWN MOLLDING IA V n4)
` N .
IX�PDRIEZMM ONI IX IIX ON
METALTLRR IOOF A" W C
- - 0-0
� O
fu
• Y e SELQV D FLU- ai My II MD01 PLYWOOD _ ( T �4 -
M..,I O VV) LJJ
S fu L
-80I8 BED W/OX LAP FASCIA
ALIGN EXIST.FASCIA La (.0
N C
W/FASCIA T. f
ADDITION
}I
p5 —I
.•_
t'6 AP(l-X FINISH • u .
DIMENSION) - DECORATIVE BRACKETS Q(/-� -- W
' -e455 BASE IX CA51145 WITH ice+
ABOVE II%"IWAP MOILDING Th1.E. -Q
-q m FIRST FLOOR - WC.SHINGLES YV
PLR. WEA 5K%LE HERS Q °
job no. : o-ro-r `
•- --===== date oq Nov 2007 ,
TYPE'C EXTENSION
' -
_ W/ID'EXTEN510N j � scale AS NOTED
drawn KMW
rev.
rev.
m RIGHT ELEVATION A-4
SCALE, 1/4' I'-O' -
r
ISSUED FOR PERMITTING 5bt: 4 of a
c V E
ro
"u
0
BRICK CHMNeY MArcH Ex1sr1NG MATCH EXISTING A6 A6
GLE5
(TTOCF TC4 EXIST)�IN
•RAKEAiENRN DETAIL TO MATCH MIST. as
• CROWN MOULDING ON IX RAKE �O
IX SOFFIT OM t;VT BAND « •`
MOI.IDING ON%'Jl�-RAKE
CKING - r
ON Ix BLOCKING .ROOF ALIGN AS`_ITADDITION -
TO ALIGN W/EXISTING "' .. •- . .. - -
W 5,`P I�NG SEA METAL ROOF I] I%LORNERBOARDS •y�
(TO MATLM EX15TIN61 _ - Tn b -
1/2 • - o E
aruJ r
M WOOD PLY AT SIDES
M I'TRIM
TRIRI M AT FRONTFP FP lu
• - _ -
ALIGN Ex15T.FASCIA - - -
ADDI ITON AT HOUSE '•EAVE DETAIL TO MATCH DU5T.
WOOD CURER
FASCIA;1X SOFFIT -
yJB SLR, _D FRIEZE ON IX BLOCKING
W
�0 SE�Cl1TD FLSL4r -
a '• E..I� �C
DECORATIVE BRACKETS k HUGGER'NDOF"EMANE
3' J fd
A FAT'' AT T L rtGOF w I
� EtE0.zM.'dT
Ix LASING HIN _ _ - H V -
MOUI.DINS,T.M E. Ll
WC.SMINGLE5 YV .. M O L.7 •r
WEAVED CORNER5
a WC.SHINGLES YV
WEAVED CORNER5 -
��TR
FIRS FL00�- u
AH
IX4 In DECKING - - , .. _ . _ a .
' ON P.T.FRIHG - •. - - - �/0
-
(14'TREADS) :____;: , `• CUSTOM SCREEN • `• - .
......��. PANELS
' IMAAO SKIRT BOARD - • _ '
• - D4 VERTICAL IPE
DELVINGATLIDES -
OF STAIRS N IM MIN.
AIRSPACE y,
I I I
1X4 In DECKING - - ` • ' . ',
ON P.T.FR . -
r (14'TREADS)
REAR ELEVATION
- 5CALB: 1/4' ^ 1'-0'•
• - - NEW ADDITION EXISTING IgYaE
a BRICK CHIMNEY - 2'-4' , " ARCHITECTURAL ASPHALT
ROOF SHINGLES
(1D MATCH EXIST)
ova
^ E c ti c-
ROOF GREASE AT ADDITION F ALIGN EX15T.FASCIA =a
i0 ALIGN W FASTING ✓V FA IA AT HOUSE - -
ADDITION m ra- m=+ _
t�1H 2
cn m0
LORI�RBO _ -
(TDOR ARDS
EER RAKE. - IX(TO MATCH EXISTING) ..
}I
••RAKE DETAIL TO MATCH EXIST. - I (TC22*RADIUS) - Q
LROIW MOW DING ON Ix RAKE N
OMKIULoIIx
INNSS ON Ix`SUE,_ KE �SI WILT-OUT ..Y - V
W DVE GUTTER 10N 1 MATCH EXIST. 0-0 a) •M4 .Q ,
' IX CABIN&WITH FASCIA;I%5LFF1T - -
MOWDING THE. _ rV S/4'PERF.VENT(Co
}J v l L
BAND Mp,ON IX BLOCKING
RUBBER MEMBRANE %FRIEZE ON IX BLOCKING
AT FLAT ROOF K W Q (n
' BREAKFAST NOOK
�j__SU8 F Q w.:.
C7 O SEA FLOOR
•6018 BED W/2X LAP �( ,V O
CV5TOM SCREEN x v I •�
.: PANELS
6xG P05T W/IX Q J..LJ
1X4/IXIO SKIRT BOARD VRAP(')'%1'FIMSM Q=r -
DIMENSION)
1x4 In DECKING
ON P,T.FRAMING 8455 BASE
(14'TREADS) r-� ABOVE IXO WRAP -
F
O FIR51TFLOOR W.L.SXINGLE SIDING job R0.HIIIIIII O10�
nD MATCH BAST) date
09 NOV 2, .
_ ._S___ _ _�__ SEale AS NOTED
I14 VERTICAL IPE 5,
DIA.CONCRETE
TUBE ON 20'PIA,DECKING AT SVE5 1X4 In DECKING '51GFOOT'FOOTING dramKMyy
OF STAAIRE W/1/4'MIN. - - ON P.T.FRAMING 1 l ) ILLL"'
R5P (14'TREADS)
I I I I I I
.� T (eV.
LEFT ELEVATION A- 5
0
W
5 O A L EI I/4 I _p
ISSUED FOR PERMITTING 5nt: 5 of q
" A _
E _o
ALIGN rvITH AL1Gn rvITH - < � v
GREASE AT EXISTING HOSE GREASE AT EXISTING HOJ5E ¢ _ ALIGN WITH ALIGN WItH • x
GREASE AT EXISTING HOUSE GREASE AT EX11TI16 HOPJE
RO losevew 9 XAPI/6' ALIGN WRIDGE ALIGN YV RIDGE qF - ._
LVL RIDGE EOARD AT EXIST,HOUSE - RIDGE VENT LAP - —AT E%IST.NpFiE
x OVER 3/4-X II 1/6'
ARCHITECTIRtAL ASPHALT 12 _ - LVL RIDGE BOARD 12 -
SHIN6LE5(MATCHEXIST) TME. T.M.E. C5 -
5/8'Cox PLYWOOD n'/") 2xB5 0 16'PC. - /`�J•ARCHITFANRµ ASPHALT < o
n./-)
2XI05 O Ib'O.G. SHINGLES(MATOM EAST) `2X85 0 16'OZ.Cox ��2XB RAFTERS O 16'
( e U1105 O W CC. (i0 MATH R IST DORMER
FF / MER OILY
�(U 19/4'x q 1/4'LVL-----,, wVIR.T n - �(U 13/4'X 4 1/4-LVL ASLIAS M O
1 W G _........... IN BlOBT N yy GREASE _
A,�LL GGII1� - AI.(�a" .......
'AT Exf$f. 17 ON
GYP BOARD ATE%I$f..1k31KE ..12"....- ION 3 5TRRAA IMN,5 w 9B 140Qt 1�R� 4 .
ON Ix3 STRAPPING 2x10 CL6.JOISTS MATLNT
2X8 LIts.INSULATION
FA' IF _i��q1
R-30 Fb IN•a-,CATION RAFTERS 0 Ib•O.L VARY A$I®®
TME 2X2 CURVE"GUT TM E R-30 Pb INSULATION TE - _
f3B^/-1 (2) 3/4'X II 1/6'LVL
(38^/-)
CREASE BEAM w BWD IP PU1B AO n2'RADIl51 TO CONY. nI 1 3/4'%11 1/B'LVL
2X12 CURVETV,T ^ ER SNE�•ROOF GREASE BEAM n ril N
RAFTERS a"'Too-'
16 O.G. LOAD BEARING O I�rB'1��PPA�GT�A r - LNMD N -LOAD BEARINs 1 o E
n2'RADAS)i0 LONf WALL �03iIW - 3 ,. 2 q 1/2•AST205
AT L SNE.Y ROVI W.I.G. BEDROOM 4 2NB RAFTERS 0 2w,PUTS io WAu Low WUL AT r
Ib-O.C. RECEIVE FTE DORMER(BLOCK
ROOF RAFTERS BEDROOM 4 VEE5 AS NEEDEDI y1 p -
3/4'T16 PLYWDDD 12 -
(3)1 3/4'X T V4'LVL ]Xb FLR JD15T5 q 112'A-6-20 FLOOR 3(� 9 1/2tIA1 FL,moo OR SHAVED PH.2X4 RAFTERS
16'O L.W/ J015515 O 16'ILL
1/4'PER 12-AT FLAT ROOF
R-19 Fb.IN:1L. W 3/4'LOW.LVL RIM 2XB FLR 101ST5 JOIST$O--OL. W/RUBBER MEMBRANE
5U0 PLR.AT SECOND 0 Ib'VC. VV 3/4'OONT.LVL RIM
_(,L16N W[E%IS FLR.(MATCH EXIST)
�- ALIGN W/EXIST. TOP _
HOUSE FASCIA TOP HOUSE FASCIA PLATEa LAUNDRY: TOP OF DBL C I
vo BED V2'GYP.BOARD - —PLATE o BA PLATE o BAL //� �
W/2X LAP ON IKH STRAPPING - FUR DN.AS V2'GYP.BOARD
NEEDED IV 3xb ON 1X3 STRAPPING r
2 9 I/R AJS-205 GL6.-L015T5 i0 —'
P.T.b Xb POST VV W WALL Ai WB%13 STEEL BEAM(FLUSH W C.SHINSLE5 MATCH EXIST. WDXI3 STEEL SEAM(FLUSH w _
DORMER(BLACK BELOW WALL/POINT LOAD5)
IX WRAP n'Xl' WE05 A5 NEEDED) W 1X NAILER BOLTED TO TOP WC.5NINGLE5 2 In-LDx PLYWOOD CL6.HEIGHT BELOW WALL/POINT LOADS) _ _
FIN.DIM) - In,COX PLYWOOD v� - � 2x45 0 16'O.L. � W/2X NAILER BOLTED TO TOP �FLANGE OF STEEL BEAM `R-13 Its INSUL.: w 3 9 I/2'AJ5-205 FLANGE OF STEEL BEAM rr. •
PORCH 2x13 a Ib'OL. P - l
Ix41PE OBLIGING R-13 F.G.INsuL. m HEEDED) STAIR KITCHEN B'FAST NO K
pN P.T.z. FRAMING KITCHEN 0
a 16'OL- - -
3/4'T16 PLYWOOD O
-8455 BASE 4 VT AJs-20 FLOOR - - �AUN RY 14UDROOM 3/4•nb PLYWOOD 1�1
ABP/E IxB WRAP - q I/2'AJ5-20 FLOOR
YJISTS a 16'00. R J015T5 O 16.OL.
• SL8 FLR.O R-19 FG.IN5ULAilON L" - w0� R-3O F.6.Ih5LCATION
FIRST FLR.(MATCH EXIST Nv 3/4'COHT.LVL RIM 5UB FLR.
$UB FLR. O FIRST FLOOR YV 3/4'COM.LVL RIM
TOP OF O FIRST FLOOR TOP EF O FIRST FLOOR V
��1'�L (MATCH E%ISTI - FOMDATION WALL - MATCH EXIST � O W
• [ - W)L 3/4'x 11 1/B'LVL 2X6 FT.SILL - - ^
(F ANG BOLT$
- 1X3AxB SKIRT - LUSH AT STAIRWAY) 2X6 P.T.SILL W/112' - (2) 3/a'x II l/B'
ANCHOR BOLTS (ttFlGAU (FL15N AT STAIRWAY)
-. 8'CONCRETE W4LL
- COONCRETE FOOTIN$ ((TY-XI6P1oGAUL' - .°B'CONCRETE WALL BASEMENT -
.. KEY .. ON 24"X 12- -`
� CONCRETE FOOTINb cc
eE7D --- 4
_ BASEMENT _ I'U� � o ^L���1''"'
! 10'CIA.CONCRETE EASEMENT SLABS TO BE 4' • - c BASEMENT SLABS TO 0E - -
OONLRETE(.H000 PSU ON CONCRETE(3000 P5U ON - (31 3/4"%11 1/8"LVL -
�BEBI&ON 28'DIA. ' T. -�1 1
'B16FOOT'FOOTING b MIL VAPOR BARRIER OVER - b MIL VAPOR BARRIER ER•. (FL15N AT STAIRWAY)NELLTS -
b'COMPACTED
TO GRAVEL b'WACTE ADED GRAVE
COMPACTED TO 95%MAX. - COMPACTED TO 95%MAX !
.' DRY pEN51tt �- - DRY DENSItt
TOP OF FOOTING ... - - � � TOP OF F�iINb
SECTION �1 . SECTION
5C AL E: 1/4' 1'-O' �
v � '
' ALIGN WITH ALIGN WITH - T _ _ Y `.m - 1
GREASE AT BASTING HOSE CREASE AT EX15RH6 HOU5E SHIHSI ES 0-WTLH EASPH 1i
ALIGN YV RIDGE WE
CON PLYWOOD • - _ - _ -
ROSE VENT GAP 16' o _ E o
OVER 1 3/4'X II 1/B' AT EXIST.HOP.£ gei o^�c
LVL RIDGE BOARD
12 WLGE VENT CAP - icU o 3 m
ARCHITECT,AL ASPHALT TME. .. OVER 13/4'X 11 1/6'
SHINGLES(MATCH EXIST) n^/-) RIDGE BOARD
E✓B'COX PLYWOOD .♦ a�o w
2X105 0 Ib'O.G. a. (2)1 3/4'x q 1/4-LVL
nu
CREASE BEAM
a (2)2XIO WO.
GREASE BEAM w 51.6/SGDR 160Nr 2x45 a 16-OL_ .2...;- '
ATI IST.-Iq./E _.__12"":"". T�•�n IHINf�® 12 R-13 Fb.IN5,L. _ - c c
• THE. 1/2'GYP BOARD In'GYP.BOARD 5 1/2 _ - - u 1IX4 IF ERDECKIN5 L.SHAVED
•• f3B./-1 T.2X4
ON 1X3 STRAPPING ON 1X3 STRAPPING - DN.TO I I/2' -
2x10 CL6.JOIST5 - 2AO US JOISTS w 9E ROER NEOMr
R-30 FG.INSULATION .e MAID®LFTPpLAµTJE09NAB R-30 E6 INSULATION �re�� - L
LOAD BEARING IB')PKIOIA W % VARY AB N®® CUSTOM SCREEN 2XI0 JOISTS
WALL P.)OSTIN6 RABOEPANELS V TED IRAMES O.G.SHAVED DN TO 7 1/4'
MSTR. BEDRM. W.I.G. M5TR. BATH. m - _ \!��oN ^,1 In.A 205 - O WY (CANTILEVERED)FUR pN.A$NEEDED 3/4'. PLYWOOD 3/4'T16 PLYWOOD I 4-FOR 2 5HINSLe 9 V3'AJS-20 FLOOR / q I/2'A.15-20 FLOOIX3WX8 TRIM ONExP09,RE Y)15T5 a 16'OL. �Iq��5�HEEL%9I/2'LTV} OSTS b' DEBLOCKINGP.T.TAPERED JOISTS •"
R-3p AX INSUAATION 0P 1 LON1 W'L R-30 F6.INSULATION A51•EEDEp C
W 314'CONY LVL RIM IN/3/4'GONT.LVL RIM SL'B FLR.a SECOND
F W L a
ALIGN EXI=iTi _ PLR_(HATLH EX15TTorJ Q_�/••� {••1 -
^RATEL=xRNI POFLII HOUSE FASCIA _ 12 TOP OF DBL S _T •v N
4I/2'L Fart-L�a FF II�L 1 2x4 P.T SILL YV In' n T N
((((F)LtFN/ LOW VL ��)1 4•x q In•LVL WBx4o STEEL BEAM(FLuslu /N� C
;Q PoIM LOAD) W4LL/ IFl15N BELOW WALU - VV 2AN6E IL STEELLTEV
BEAM;TO 51,01 1OO.(ilP e W Q Ln _0 -
P.T..4 POST W/ WC.5HIN6LE5 �'-'
%WRAP IS'XS' IXb EDGE 1 CTR In COX PLYWOOD PROVIDE B KING AND U TLO�DELORATIVE A � ��� � l;
FIN DIM) BEADBOARD I/3'bYP.BOARD 2%45 O Ib'OL. HANGERS T. I t I I 3 - N
ON IX3 STRAPPING R-15 1 INSUI, a s _ V
m Y 05TOM SCREEN SGRN.PORCH (2)2XIo Hoe -
PAIELS W/IR%4 2_H• _
RABBETED FRAMES 2Ao.lo5Tsa12•o.G. FAMILY RM. FAMILY RM. RA 1 -"m''H - L'
SHAVED R TO l IAN 3/4'TI6 PLYWOOD 3/4'T16 PLYWOOD P.T.]ND - V {"I
YV RUBBER MEMBRANE ON 9 In Ab20 F100R q I/2-AJS-20 FLOOR
3/4'CO%PLYWOOD 'v J015T5 0 Ib'O L. - JOISTS a lb O C. ' 11 RIM JOIST O r 0
,Y_ i R-50 Fb.INSULATION R.
5u6 PLR. � 30 F.6.INSULATION �. - V
0 FIRST FLOOR 1X4 IPL DECKING ON P.T..' W/114'LOM.LVl RIM W 3/4'CONY.LVL RIM I�I
�_ �%5 RS• ED 5.6 FLR — 2X P.T SILL YW/2'
TOP OF DN. I/2" —• - 9 V2' {I!1' ANCHOR BOLTS 0
FOJNDATION WALL 1 0 FIRST FLOOR 6'-0.O.G.MP)
(2 9 I/2'Ab205 E' Q
2Xb P.T.SILL W/1/2' _ BELOW WALL AT 2%6 P.T.SILL W/I/2" _ ."
B'CONCRETE WALL ANCHOR BOLT5 DORMER(BLOCK ANCHOR BOLTS B'LONCRETE WALL D fob no. OIOI
ON 24-X 12- .5,-,OL. WEBS AS NEEDED) 0 6'1-0gO�C. ON 24'X 12• -
CONCRETE FOOTING T'P .CONCRETE FOOTING
YI/KEY (A)2Sc.IS PORCH
W/KEY date oq Nov 2007
_ BASEMENT ((FRAMING) BA5EMENT O HAUNCH DETAIL SGRN. PORCH WALL scale AS NOTED -
BASEMENT SLABS TO BE 4' BASEMENT SLABS TO BE 4" SCALE,I I/2'a I'-0' -
CONCRETE f3000 P511 ON CONCRETE GOOD P5U ON drawn KMW
b MIL.VAPOR BARRIER OVER b MIL.VAPOR BARRIER OVER
b'NELLlaRAOED GRAVEL b'VELL-GRADED,RAVEL -
COMEACTED TO 95%MAX. COMPACTED TO 45R MAX. rev.
DRr DENSITT oRr DENSITY
TOP OF FOOTING -.. .. 1
_ rev.
a 5EGT1 ON 5EGT1 ON
8 SCALE: 1/4" e 1'-0' A-6
SCALE: I/4' I'-O'
ISSUED FOR PERMITTING :bt: C, of q
4
g E_ E
u V
o E
` BOTTOM OF 2%10'S AT SCREEN.
OMFERT
I OFO SELTIO HDUSEE,IpB 9T5 ^r: u a
(� (REW
Y
_ Ab AS 14EEDW
ATT�S EN PORCH JOIST . - -
" B (SLNCK On STEEL BEAMS
AS . - •, }�{�� C a -.
Ab I�l rn
A
Phu r�
' .0 32 ' y .WIO 37 t
TOP OF II IS
TO BE AT SAME HEIGHT AS
ACK -
X N41LER ON STEEL BEAM
- OVT 5TEEL BEAM AS I
aN°e�:o'wln"LVL STRUCTURAL DESIGN CRITERIA
-L FIRST FLOOR 40 P5F LL
2,1 3(4 X S�,L 15 P5F DL
�I I - 30 P5F
SECOND FLOOR
Ila
I� gl SII 10 PSF
g BLOCK WYW AS NEEDED FROM
x BOTTOM OF EXISTING FLOOR _ ' ATTIC/STD. 20 P5F
• _ � 'I '-�I I LL _ - bI/53TS TO GTOP OF(2)13/4•X
- _ (5)1 3/4'X 9 V2`LVL % Knw Lam.. ll.. � .. . ' 0'PSF
„ J(F[�TAr FpTri5TAIR'rO.Y) 3'••
F.T.2xe1 >I - - ROOF 30 PSF
o16•OL. - I w� 15 PSF __msaawog
EXT. WALL5 15 PSF DL
nWV c��
INT. _-
"I POST WALLS 50 PSF DL a.3O9n�_<<
(3)1 3/4'X 4 I/1'LVL (3)13/4'%9 1/3 LVL I 4 4 -�
(21 9 I/2"AJS-205!BELOW WALU - �. -O Y �) 3/ % I/3 LVL_.
e P.. _ - DEGK5/PORCHES bO PSF
<�e
IP 10 PSF ��-`'- -
- AT L Cow EcnoN .. _
A _ _w"�c
.. T LVL GIRT5 RwNGER.i-
. — AS IEEDED) qI ev
`E PIERS
AND RICK ERS TO
1 N t, Ic �ro BE NOTES O
- FIRST FLOOR JOISTS' N tZ
TO BE BOISE CASCADE O 0 4-19 1/2" AJ5-20'5 @ Ib" O.G. +' �N-c �
W/3/4" RIM JOIST,UNLESS N— 1
NOTED a0, O u�i Li
m Q_
o
xo xo t � L
- P.L. INDICATES PARALLAM
LZ (10
' P.T.2X6 sILLs s 1Ms A5 NEEDED TO P05T INTEGRAL W/STUD + C N+! u—
FALORE.XISTSMl-NIffW/91/]IAb-30S WALL FRAMING W C
(2)P.T.2X3
0_ V0
.� T
- ENGINEERED FLOOR JOISTS LL+�N
TO REINSTALLED PER v
MANUFACTURER'S GUIDELINES
AND SPECIFICATIONS Q
job no. OIOI
x - POINT LOAD(FROM ABOVE; date
PROVIDE BLOCKING oa Nov 3ooi
F I R S T F L O O R F R A M I N G P L A N AS NEEDED) scale A5 NOTED
SCALE. 1/4' 1'-0'
� drawn KMW
rev. y
g A-7
ISSUED FOR PERMITTING sht: -i of 10
• � l0
fCV�• �
E• ' o
r o r
Ab
B P.T.4X4 (3)1%4 (31 2X4 -jot C
A& POST ) /4'X 1114 OS
L [�^ O)
T. 4 4%4 • _.I •�
IOSI Po iT
b � I oI, (3)DX4
..: I (])1 3ia%4 I%D'LVL fF 03T
(2)3 1n•A5-Dos104
SLOW OORIAER WM.U' S ,. Q I J Io �/ r-•
WB X 13 TEE M�Ftllrjll BELOW OINT lOAD5 m I D N
m e " LOWER PLATE HEIGHT/CEILING HEIGHT O
- 'TX4 3' T'(�E NJ i A6 AT HOU5E ADDITION
ua
« 4 1 6
'r(4ll 4ia•' q 7 IrLv2
R
3 _
- - � h
❑ ;� Is �I x I STRUCTURAL DESIGN CRITERIA L �
•
g `I cANr. - FIRST FLOOR 40 P5F LL
� (2)a 1n•A.Is-cos 1 � 15 PSF DL
II - SECOND FLOOR 50 P5F
PL Posi° - 10 PSF
- ATTIC/STO. 20 P5F
IO P5F
- (BELOW WAL )]% (BELOW WALL I` I •. .. - - - ROOF - 50 PSF
15 P5F
POt. POST - EXT. WALL5 15 P5F DL
•16 OL. O 3 2X8 HE
51L.SK NED ALONGSIDE
B EH.f AT
' 50 PSF OL -as=,a'`- -<yo
BLOCKING AT Powr - INT. WALLS r LOAD LOCATION o�U c^
e�oti�15 gI - DECKS/PORCHES 60 PSF �w�
IO P5F `3� t:a
' dam:
+ pjI JOI EX1ST-1 5 1X FLOOR " ' „F
• _ - _ - _ N S T TO RMA EIN H=wvm
NOTES a
c
(5)2 - - ALL POSTS @ END5 OF BEAMS TO BE 4'' c
PO T
(2) 2X4'5 UNLESS NOTED �O � a Ev
u +' CL
- ALL WINDOW & EXTERIOR DOOR 4' C Q) V m
HEADERS TO BE (2) 2X6'5 W/ 1/2" 0-0 Nt -
PLYWOOD.UNLESS NOTED N_ v fo � „
'r 5 I ry - SECOND FLOOR JOISTS TO BE ^ I :L (o O
D%b OLb. OISTS q 1/2 AJ5-20 5 6
16 oL. O.G.UNLE55 NOTED (Z V)
ALL WALL5 WITH POCKET DOORS N E c
TO BE FRAMED AS 2X6 WALL c:= �v 00 `
++(/) N
n - 2X P05T DOWN
x - POINT LOAD (FROM ABOVE)
- - job no. : -
5 E G O N D F L. O O R F R A M I No PLAN - INTERIOR LOAD BEARING WALL date oa Nov 2,
SCALE i /4- 1'-0'
'- scale AS NOTED
e dram KMW
rev.
rev.
g A-8
= ISSUED FOR PERMITTING 5nt: a of 10
. - . "'_ 'L a r. , • r - • e � W� •/Oi
•t
• >� - A '♦ 4
Ab
• B (3)2X4 - [�{ • C
Ab Fosr -- H - tR� p�
v
A6 , r
_ o Ib
2XIO eLb.JOISTS
e C.y O
X41/4 LVL '(3)13/4'%91/4'LVL(RUs1U p
4 2X4 N1•/� '
v - FOsr r 2mo cLb.JolsrsFA12 V__ _ ___ ___ ___ ___ o2X4 cLb.JOISTS f0
R' a%10 cLG..IOISTs •Ib"OL.
fli 9i 2x'O cLb.JOIsTs • r• -
r '�ry e ry o (3)TX4
EL�
. 2X4 Ila
♦ __ '0" _
i . 2X6.0.r.JOISTS ® r T - ,r
�3)
OS
' oXlO cLb.JOISTS
i r
m
y 4) 4 qo mr . c
_ ___ (2113/4' IIT/'LV (3)2x4 i-?'�=s u,5 emZ h
5TRUGTURAL DE51GN CRITERIA >m =-<ye
2x (FLUSH AT cEILIN6) T . oeU ca c m c MIN
POST . E
o H
- FIR5T FLOOR 40 P5F LL xs�3aoa� Bi
Do.
> ,P OL
msswd= q..omm
15 P5F
• �;emoor�mraWo`"o
f - SECOND FLOOR 30 PSF or q a m<
10 P5F
<m=a=
♦ TT TO' - A IG/5 20 PSF
10 PSF N
- ROOF �
30 P5F
' 15 P5F O C
- EXT. WALL5 15 PSF OL
- INT. WALL5 "- 50 P5F OL 2-6
4' V)t rn
-DE_CK5/PORGHE5 160 0 P5F F Cu
O E
4 � N Co
t u
LZf �N
w E f.
p�TIJ C,
NOTE5
Q
- INTERIOR LOAD BEARING WALL
• job no. oioi
G E I L I N G FRAMING FLOOR PLAN ' x - POINT LOAD(FROM ABOVE) date 04 Nov 2ooT
scale AS NOTED
dram KMW r -
,. , rev.
rev. ..
i
ISSUED FOR PERMITTING enc: q of 10
A . _ E o y
L , _ o
--
------------------------ ------- ...,
--------.........
..
o
r ' _ X
-------------------------- F-,r].;_� .• . A "
T '
- a' Effl
wts
.116 O 21,RAF
oL.TERS , - on
B (3)2%4 -
(ME'R 12 DETA U RAF A POST
• 1x8 RAFTERS ' -.- •' .v .
016 (AT :' 2%10 RAFTERS 2%10 RAFTERS ^
DORMER oM.T) A e 16'OL. a 16'OL. - — -
( 2xa "wawa° E— co
•" 7 •'
_ - ., •' ._ -PICKED LP BY ____ .. -. _ -F+
- ___ _ !.____J `Ti/ ^. LL6.BM.eELOYI '•• - - � �
. 2.10 RAFTERS 2%10 .... O
/d' .. 016'OL. elb' E-12
J
.. .p •. r „
V
'� - _— ___ -_ (U ti V'L�RI (NO-s
12
ROOF PLAN ` - -
o� I '
SCALE: 1/8'
T '
E • - "fq -251rED E5
1%10 RAFTERS - _
y, (i)13/4' II 'L 0.1 R+0-S i) 0 16'OL. , - •
(2)1 5/4'X 4 I 'LV fj)2X4 30XI0 RAFTERS
_ �) 9 I/Z LVL 5f:RAPIER___ 1%d P
XI RAFTERS ___ ____.
STRUCTURAL DE516N CRITERIA
- L
c, O 2x RAFTERS TO NArwEXlsrlrA; - - - FIRST FLOOR' 40 P5F LLI 15 PbF CVL
xe x
ry rve ,
`\ SE FLOOR - -
30�PSF
10 PSF -ate _ -- m
2)I /4' I,/H LVL -'-l2113/4'%II T/B'LVL--- ;°)¢ --- ,. g�0- Zv-, -
f c o
P05T 9115
/5TO. 20 P5F __
(4) Xd -(FLV5N AT LLG BE� �O 1 • H.H.
�m
HE H;
10 PSF
- ROOF 30 PSF `m -amp
----- --- -
2)tl RAFTERS --- - ;'—• - w 15 PSF f-a=�aL _
e 18 DL. -- - - _
- -_ -
_ rds�m��ms
LL� _ EXT. WALLS 5F - _ _
_ 2XI2 LLRVED- ' _�a �� 50 PSF
zr<=� " `mM
, CMRAFTERs _--- INT.WALLS � .
-
nrRAD1us) 4 - DEGKS/PORGHES • ..n 60 PSF 4O
' m 10 P5F
O N
TO RENM6AIRNAFTERS - - - • U
- OC � +L.
NOTES cLC N O to
O V) E -
- ALL POSTS @ EN05 OF BEAMS TO BE Q -C ti
(2) 2X4'5 UNLESS NOTED DL � cz T+_ o t
_ - ALL WINDOW HEADERS TO BE (2) 2X&'5 C— �
W/ 1/2" PLYWOOD,UNLESS NOTED DL p= r 0 • _ -
2xBRAFTeRS - ALL RIDGES OVER 20'-0" LONG -0 `
O 16'OL. -
TO BE (1) 1 3/4" X 11 VS" Q
job no. o,o, ..
- PROVIDE 2X10 LEDGER BOARD
OVERLAY FRAMING FOR RAFTER date 09 Nov Zoo,
ROOF FRAMING PLAN BEARING/SUPPORT scale AS NOTED
S a A L E: 1/4• . 1-0- - ALL RAFTERS TO BE 2X IO drawn KMW
5F.F. NO. 2 OR BETTER AT rev.
16" O.G. TYPIGAL SPACING
rev.
- INTERIOR LOAD BEARING WALL
g A- 1 0
ISSUED FOR PERMITTING I 5nt: 10 of to
o g O
o E2
O
ap .0
.. - 4'-1 5/4' 4'-4 I/4•
• ___ _____ _______ _______ _______ _ ____ ___
- _ ^ cn
. n __ ___ __ ______ _ __ ._______. _ _ __- ___ _ ___ _
r
s
r _
r
V
r
- ---- I I H N
I
o I
----
cu
'
r
ASCAr
r r
c - -
r
r ,
EI'-O IS'-D 1/4' -
P i
----T----_1`_
- � GEiNIDMOW ASETMBOJE N CELLARF[rT-
- oa*w=
ION GENERAL N 5: �- - � -
-
- P BASEMENT
I___ _. _ _ ___ �� _______ _____ _ ON CONCRETE VM14LL5 t08E _ '�
______ ON 34•XID'GONTINKXFi LONLREIEW/ A PR TOM ]ROYb OF.5OM APPROX,q'-fi.W/A(!REFER TO-LAN 1 SECrION5 FOR WALL HEI6NT5J EE TS ON P.T.�Xb SILL Wl VY BOL15•b'-0'OL.MIN.AND m I]'
,
FROM CORNERS,THERE SHALL BE A MIN.OF
6'-9 9/B' S t V3 I}l4 - 7 B0.T5 PER SILL(GAR SIN 1 SILL) - - _
l FV FR05TW1LL5 TO NAVE SINGLE SILL) -
. .. _____ ___ _ I SPACE SLAB TO BE O'GONGRETE
____'_ r _ ELLAR DUSTLOVER(3CL00 PSV - -
_ - I - G SASX -CENTER BETWEBN - -
T-4' _ NAVE W MU 6�DP 6RAVEL PORGIES _-_ __�.5 ^c eo
r
r
i
ABOVE
- i r a•'m
CELLAR 5A51E5 TO A $EN.3811 - 0- -Q
SERE$)RD ]D 5/B X I l 1/4(]00 I .8E NDER
m a.£�r c
o cUa`or m^me�
° -FOOTINGS 9 GOLLTINS TO BE IO'
ry
• r
ANY FOOTING$4]'X4]'AND LARGER
TO IUVE-5 REBAR B I�'OL.EAGM WAY aa-• _ m m
` IO'PIA.CO- - r r w-a m_w
, r
ON 3B'PIA.TWOOt'- - - 3-4 1/4' '. I i !FOOTING 51ZC5 NOTED ON PLAN)
- 'bL�Wu
o_m
FOOTING . •. 3 _ _ _ GO_TE 0N5 OF FULL HEI6M FpUNpATICM �.c cc m
' r
r
YEY(CAS FROSTWA LS TO BE SECURED W
t m
m`-omcou m mm
i FROM]X41 t6- m�m a w m___ _____ ___ _
_ ___ _ -AS5KP MINIM,BEARING CAPACITY - t
. - , i , OF 5OIL5]000 . ..
s r m
_ CELLAR SASH CENTER BETVIEEN NO FOO71%TO BE PLACED IN WATER -
. .. __ _ __ _ ___ - WINDpY ABOVE OR FROZEN S°IL - - 4-
. -AT
RBIE DAY�TREN&TN MIN Ft.3.000 P51 O V
,
. ________ _____ _ ______ ___ _______ ________ , m .
_ _ —
'- ---- -------- ----- ---' ---- ;------ - _ O co .
- ` p
b•DIA. V
. ON]B'DIA.'I1 OOT'
job no. : olol
` date IT OOTOBER]OO,
FOUNDATION PLAN /j scale A5 NOTED
dram MNb
I
4
rev.
rev.
A-
o
`f ISSUED FOR REVIEW s, of
_ a
' �+ kn
{,J ..
'
.. •r a _R' ,
a
a
a
-
.. . -
rt ,
r
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41
4 •C7
5GRN.FORGH.
BREA4A5T NOOK' • Fes{ a Y.
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FA"gLY RM FAT10 v
a, -
C�o
,
.o
:
:
--- — ' .
:
1 `
oN
„ KITCHEN DINING '
1
.a
-
• .. _ _ _; - --- -- a°I.O. , DESK. .a WILT NXN-.GAB. - «
, a.
J TRY
-
}
- .. .. I ...._. --.Ect�wcmi IE5 - ---_- __.:---- - a- •«: OFFICE, "� - „s h=
" SIDE _ -
a a
PORGH MUDROOM . .- /o m 3 0 °
'loin. oSmo.a ga
i � c o_oo
I
-
F
i
° .r..l
• �; _ - FO"ER 'UD'DEN/5Y',
- ..
:
1
-
r
-- —
FRONT,
' S ¢ N g y
-
«
,
E
-03
p"
T
� r
s
,
t
A _ ,job ro3: oToi .,.
-
t F I R 5-T F L O O R P A N date oa croeeR 2co�
` Scale A5 NOT=D
I-o drawn
m rev.
EXISTIV b HOU5E.1,090 5q.FT..
y FROP05ED HOU5E.c23 5Q.FT.x _ . : feY,ry
e (a 151 50.FT.VRN.P9RuU _
f - TOTAL 1,513 5Q.FT.
'
,
N I.
c % I ISSUED FOR REVIEW 5bt: of
,
o p
r -- — -
b
1
+
<
I
, I
4
f ��PA 9_--L°c eeLon
> r:
MSTR.BEDROOI•A.
I
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- - —,1
y r^
�M
I
I
�
e BED = 4
S:EEPIIG
-------------
r , ,
n F
n
- .: •. r , «
'8
"BATH. — SGHEME I. -
,
BEDRbZ3 5-G Ai''E, I/4. O°1
. -
- -
- - LOFT. s" �
'LINEN: , if
--•—' �,'
n
.7
-------
, t —
\ 'r
_ ,, :. ,.` :.I , '- • ,. , ..I ., .. —.- - ---�--- '.; 3mm9q�`"mom.`=a
'
6
,Y
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,
+
i
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v
r , V
, , W
OK
n
------------
-- --- ---- -- - BATH. I �� ,. .. 5 +,
,
r ;
BEDROOM C
,
.i �
'4 GLO (�
.� .AEEPnI LOFT C
. ' npovE/DED e¢.en
. -- -
I, r ,
Pt r. V)
w 7, ATI 6.2 / \ V1 E
A:!
' T+
"
_ Cr
w
y
� N
'LINEN
Q
lob no. . oaa-
+ date oa OGTOBE4:O0 -
, SEGOND ' ,F-LOOK' PLAN' BATH. - SGHEME ^2
. , &GALE: I/4•. - I'._O•. , , o.. .. "6'GAL E. I/4' m I'-O! SCdIE AS NOTED
drawl)
x.
A
«
. rev
E%:5TIN6 se 5,6SFT.
f'PGAO^EV HOJSC 8CD 50 FT, rev..
TOTAL 1,464 56.FT. .
-
6 - A, 36
P
ISSUED FOR REVIEW ,ant: of , - „
,e
LEGEND NOTESSYSTEM PROFILE
100.0 PROPOSED SPOT ELEVATION TOP FNDN. AT EL. 49.2' 1. DATUM IS APPROXIMATE NGVD O
ACCESS COVERS TO FIN. GRADE (NOT TO SCALE) ACCESS COVER TO WITHIN 3" OF FN. GRADE 2. MUNICIPAL WATER IS EXISTING
10OX0 EXISTING SPOT ELEVATION ACCESS COVER (WATERTIGHT) TO (OR TO GRADE IF UNDER DRIVEWAY
48.0' MINIMUM .75' OF COVER OVER PRECAST FIN. GRADE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
2X SLOPE REQUIRED OVER SYSTEM
100 PROPOSED CONTOUR 2" DOUBLE WASHED PEASTONE 48 0 -� j LOCUS o
RUN PIPE LEVEL OR LEOWASH E FABRIC F 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO � o a
- - 100 - - EXISTING CONTOUR *46.Of FOR FIRST 2' H- 20, EXCEPT FOR SEPTIC TANK, WHICH IS H-10 �°
PROPOSED 1500 a
GALLON SEPTIC 44.25' Ll 5. PIPE JOINTS TO BE MADE WATERTIGHT. Q
44.50' suMP Schoo �i
W EXISTING WATER LINE TANK (H- 10 ) eAFFLE
c
44.09/16
� 43'92 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH st. °
o00o O aoc� o Cotuit
43.74 p p p p p p p p p MASS. ENVIRONMENTAL CODE TITLE V.
SLOPE) 6" CRUSHED STONE OR MECHANICAL 7.. ,
oOHE EXISTING OVERHEAD ELECTRIC OMPACTION. (15.221 (2]) p p p p p p p p p o 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TOBay
42 Opr7 C7 ppC� p 41.74
DEPTH OF FLOW = ( 1 X SLOPE) ( 1 % SLOPE) o BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
TEE slzEs: �� 3/4" TO 1 1/2" DOUBLE WASHED STONE
INLET DEPTH 10 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. .Bio�,�t
LP EXISTING LEACH PIT - D' BOX (H-20)
OUTLET DEPTH = 14" (5) 500 GAL. CHAMBERS (H-20)
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED -�
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
FOUNDATION 74' SEPTIC TANK 16' D' BOX 20' LEACHINGFACILITY 5.44' OBTAINED FROM BOARD OF HEALTH. LOCUS MAP
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING SCALE: 1" = 2,000't
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
*THE INSTALLER SHALL VERIFY THE
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO ASSESSORS MAP 20 PARCEL 86 LOCATIONS OF ALL UTILITIES AND ALL BOTTOM TH-2 EL. 36.3' COMMENCEMENT OF WORK. LOCUS IS WITHIN AP OVERLAY DISTRICT
BUILDING SEWER OUTLETS AND ELEVATIONS 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS IS WITHIN FEMA FLOOD ZONE "C"
ZONING SUMMARY PRIOR TO INSTALLING ANY PORTION OF AS SHOWN ON COMMUNITY PANEL #250001 0021 D
SEPTIC SYSTEM
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. DATED JULY 2, 1992
ZONING DISTRICT: RIF 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
150' S.F. REMOVED 5' BENEATH AND AROUND THE PROPOSED
MIN. LOT FRONTAGE 50
MIN. LOT SIZE LEACHING FACILITY (SEE SOIL LOGS).
MIN. LOT WIDTH N/A
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 15'
TEST HOLE LOGS
MIN. REAR SETBACK 15'
MAX. BUILDING HEIGHT 30'
ENGINEER: DAVID FLAHERTY, R.S.
WITNESS. DON DESMARAIS, R.S.
SYSTEM DESIGN. DATE: NOVEMBER 27, 2006
GARBAGE DISPOSER IS NOT ALLOWED PERC. RATE _ < 2 MIN/INCH
CLASS 1 SOILS P# 11525
DESIGN FLOW: 5 BEDROOMS ( 110 GPD) = 550 GPD
ELEV. ELEV. 4 ELEV. ELEV.
S USE A 550 GPD DESIGN FLOW C�i C�z
cH 0 48.2' 0,, 48.3' 0 3 48.3' 0" 4 48.5'
OO SEPTIC TANK: 550 GPD ( 2 ) = 1100
R FILL. FILL FILL FILL
USE A 1500 GALLON SEPTIC TANK „ " „
7 47.6 7 47.7 7 47.7 7 47.9'
LEACHING: A E /
WATERLINE TO BE / A/E A/E A E
RE-ROUTED GREATER THAN 2(47.5' + 10.83) 2 (.74) = 172 LS LS Ka LS
10 FROM SAS IF RESERVE LS
,�( �. UTILIZED SIDES: 10YR 3/1 10YR 3 1 10YR 3/1
SLEEVE SEWER LINE 10" 47.4'- /
_ .... �_ 12 _ _ _ 47.3 10" 47.5' 10YR 3/1
WITHIN 1O OF- /o -Wi _ 47.5 x -10.83 (.74) - 380 _
12" 47.5'
�`. WATER LINE / _ �F -F BOTTOM'
'HEDGE � � ! � B g
/ r LS LS LS
�I TOTAL: 747 S.F. 552 +GPD LS
NOTE: SEPTIC TANK IS 47----- 1- -�A• / r
NOT DESIGNED FOR r / , -` „ 10YR 6/6 10YR 6/6 1 OYR 6/6 6 6
VEHICLE LOADING , I USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR 38 45.0 30" 45.8' 38" 45.1' 1 0YR 30" / 46.0'
GYM - C �Qr I �1 EQUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS PERC C C PERC C
C.O. EXISTING / LOT AREA m MS MS MS MS
DN DWELLING r 20,351 SFf 10YR 7/4 10YR 7/4 10YR 7/4 10YR 7 4
OP BRICK FNDN / N i /
-48 ELEV - 49.2' r .6' N 'I
31.0 , 129 36.3
37.4' 144" ' 126" ,
p f• } --------29.5 I, 37.8' 144" 36.5
N.B. NO GROUNDWATER ENCOUNTERED
.1 T TH-1 -, I MA A BURIED WATER TANK WAS
• � '• J� PROP. . ' APPROVED DATE BOARD OF HEALTH
' FOUND ON ONE SIDE OF TH-1.
/ADD'Ns./ALTERAl10NS I 5' REMOVAL OF ALL DEBRIS
' Gj DRIVE. TO BE/ i (ON NEW FNDN.)
MUST BE DONE AROUND AND
REMOVED I-/ I BENEATH WHCREVER FILL IS
A.
0 0
I ENCOUNTERED
PROP. SHED (ON SONG / ,� O �"� �''- i TITLE
l 3w__ -TUBES) �s�• /� \ / / • 99.76'
r %v OF
i
I
PROP. 12' x 20' SHED 141 SCHOOL ST.
- - ��, zo (COTUIT) BARNSTABLE, MA
' \ PREPARED FOR
STONE \���
GRAHAM & LESLIE SILLIMAN
DRIVE/PARKING 99.25'
AREA OF 4" DIA. E VERG EE DATE: DECEMBER 1 , 2006
X -� - - - - - - - - - REV OCT 2, 2007 (SHEDS, MOVE SAS)
X 222.98' REV OCT 18, 2007 (DWELL. ALTERATIONS)
WIRE FENCE - _ - - _ - _ - _ U' , Scale: 1 20'
0 10 20 30 40 50 FEET
off 508-362-4541
fax 508 362-9880
_SµOFp4A \4OFMA,�. do Wn cape erg giro eerie g, lrI c.
ARNE ARNE cya
OJALA a a� H. Cl VIL ENGINEERS
CIVIL N
/O3 79 OJ g g CAL,�AND SUR �/E YORS
/V/67
DCE #06-281 DATE A, 9� ss �o� 939 Maim Street - Y�l RMOU THPOR T, MASS.
f
06-281 SILLIMAN.DWG (DDF)
i
I
A