HomeMy WebLinkAbout0059 HENRY F LORING ROAD - Health 59 Henry F. Loring Road
A= 172— 180
Centerville
ol
i
01%ndefleYr
� Se/tE'
1521/3 ORA 100,019P2
I
;yyf
'I
1
�r
S
�`
i
{I
i�
A
g�
yA
1
X
C
\i
e
f
l
\.
\�
,Oo/� —00
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
01ppritatiou for bisposal *pstem (Construction hermit
Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ElComplete System Individual Components
Location Address or Lot No. 'y I �Y%k Owner's N Address,#nd Tel.No.&C)
Assessor's Map/Parcel �� ��� C Yt Qtiar Ldr G'1 1'
Installer's Name,Address,and Tel.No. _; -q77- ; 7 Designer's Name,Address,and Tel.No.
Type of Building: p
Dwelling No.of Bedrooms Lot Size a-740 A sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) V gpd Design flow provided /v 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)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health
Signed Date
Application Approved by Date �—
Application Disapproved by Date
for the following reasons
Permit No. / �� Date IssuedJ—
No. 'O CO _0 n Fee r p{
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01pplitation for IlDistlosal *pstem Construction Permit
Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System Individual Components
Location Address or Lot No. HPtAyl /L1>V_)YL Owner's Naee,Address,and Tel.No.
Assessor'sMap/Parcell 17 all?6 -r—, L,,wl % CQ11tVLV,
Installer's Name,Address,and Tel.No. $ag—y77 Designer's Name,Address,and Tel.No. `
Cof Q-
\�Q L,n1o,'r Y 5Q-6 t`'1AS r
Type of Building:
Dwelling No.of Bedrooms 41 Lot Size r /�p /4 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided N 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)
y�
Date last inspected: i'y
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health
Signed c Date J
A
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. 2p/? 2 V7 Date Issued y /� —/J--
' --------------------------------------------.--- -------------------------------------------------------- ---------------------
+�'"` THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of Compliance ,
THIS IS TO.CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(� Upgraded( )
Abandoned( )by ,a'd— CW 1 aN- 1--e6 Lt,-C
at etnr, l,U( 1 , has been constructed in accordance
with the provisions of Title and the for Dt osal System Construction Permit No. a)l ;L0 �`� dated
Installer W;OIgQ- Designer
#bedrooms Approved design flow A,1 gpd
The issuance of this perr9it shall not be construed as a guarantee that the system will functi' as t esigned.
Date 1 Inspector
-------------------------------------------------------------------------------------------------------------------------
No. d C) Fee ( `� `
THE COMMONWEALTH OF MASSACHUSETTS,
-PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS '
Disposal 6pstem Construction Permit
Permission is hereby granted to Construct( ) Repair(a Upgrade( ) Abandon( )
System located at Sq cZ'nV-y L—OV-104 Rd , C,2vCtQ-r V 1 '`
A. and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit 'D
Date " '�` P 2--" Approved by !J�
r� Commonwealth of Massachusetts
Title 5 Official Inspection Form
_ e Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
-° 59 Henry F Loring
�M
Property Address
The estate of Beverly Gorgone
Owner Owner's Name
information is required for every Centerville Ma 02632 4/12/2012
page. City/Town State Zip Code Date of Inspection
Inspection results must be submitted on this form. Inspection forms may not be altered in any
way. Please see completeness checklist at the end of the form.
Important:When filling out forms A. General Information
on the computer, I
use only the tab 1. Inspector:
key to move your
cursor-do not Sean M Jones
use the return Name of Inspector
key.
Capewide Enterprises
Company Name
153 Commercial St
Company Address
Mashpee Ma 02649
City/Town State Zip Code
508-477-8877 SI 4522
Telephone Number License Number
B. Certification
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 the inspection. The inspection
was performed based on my training and experience in the proper function and maintenance of on site
sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of
Title 5 (310 CMR 15.000). The system:
® Passes ❑ Conditionally Passes ❑ Fails
a
p� F*w7 a
❑ Needs Further Evaluation by the Local Approving Authority
4/12/2012
Inspector's Signature Date ':
The system inspector shall submit a copy of this inspection report to the Approving Auth'oriA (1346-1d
of Health or DEP)within 30 days of completing this inspection. If the system is Ahared system 6?
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 DEP. The original should be sent to the system owner
and copies sent to the buyer, if applicable, and the approving authority.
****This report only describes conditions at the time of inspection and under the conditions of use
at that time.This inspection does not address how the system will perform in the future under
the same or different conditions of use.
Ili �
t5ins•11/10 Title 5 Official Inspection Form:Sus ace Sewage Disposal System•Page 1 of 17
i.
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
59 Henry F Loring
Property Address
The estate of Beverly Gorgone
Owner Owner's Name
information is required for every Centerville Ma 02632 4/12/2012
page. City/Town State Zip Code Date of Inspection
B. Certification (cont.)
Inspection Summary: Check A,B,C,D or E/always complete all of Section D
A) System Passes:
® I have not found any information which indicates that any of the failure criteria described
in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are
indicated below.
Comments:
B) System Conditionally Passes:
❑ One or more system components as described in the"Conditional Pass" section need to be
replaced or repaired. The system, upon completion of the replacement or repair, as approved by
the Board of Health, will pass.
Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not
determined," please explain.
The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally
unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass
inspection if the existing tank is replaced with a complying septic tank as approved by the Board of
Health.
* A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of
Compliance indicating that the tank is less than 20 years old is available.
❑ Y ❑ N ❑ ND (Explain below):
t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17
i
Commonwealth of Massachusetts
w Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
59 Henry F Loring
M
Property Address
The estate of Beverly Gorgone
Owner Owner's Name
information is required for every Centerville Ma 02632 4/12/2012
page. City/Town State Zip Code Date of Inspection
B. Certification (cont.)
B) System Conditionally Passes (cont.):
❑ Observation of sewage backup or break out or high static water level in the distribution box due
to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will
pass inspection if(with approval of Board of Health):
❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below):
❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below):
❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below):
❑ The system required pumping more than 4 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 ❑ Y ❑ N ❑ ND (Explain below):
❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below):
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 public health, safety or 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 public health,
safety and the environment:
❑ Cesspool or privy is within 50 feet of a surface water
❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh
t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
°M 59 Henry F Loring
Property Address
The estate of Beverly Gorgone
Owner Owner's Name
information is required for every Centerville Ma 02632 4/12/2012
page. Citylfown State Zip Code Date of Inspection
B. Certification (cont.)
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,
safety and 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 SAS and the SAS is within a Zone 1 of a public water
supply.
❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water
supply well.
❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or
more from a private water supply well".
Method used to determine distance:
This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal
coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal
to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must
be attached to this form.
3. Other:
D) System Failure Criteria Applicable to All Systems:
You must indicate "Yes" or"No"to each of the following for all inspections:
Yes No
® Backup of sewage into facility or system component due to overloaded or
clogged SAS or cesspool
❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters
due to an overloaded or clogged SAS or cesspool
❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded
or clogged SAS or cesspool
❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less
than Y2 day flow
l5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17
i
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
59 Henry F Loring
Property Address
The estate of Beverly Gorgone
Owner Owner's Name
information is required for every Centerville Ma 02632 4/12/2012
page. City/Town State Zip Code Date of Inspection
B. Certification (cont.)
Yes No
❑ ® Required pumping more than 4 times in the last year NOT due to clogged or
obstructed pipe(s). Number of times pumped:
❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation.
❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or
tributary to a surface water supply.
❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well.
❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well.
❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet
from a private water supply well with no acceptable water quality analysis. [This
system passes if the well water analysis, performed at a DEP certified
laboratory,for fecal coliform bacteria indicates absent and the presence
of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,
provided that no other failure criteria are triggered. A copy of the analysis
and chain of custody must be attached to this form.]
❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd-
10,000gpd.
❑ ® The system fails. I have determined that one or more of the above failure
criteria exist as described in 310 CMR 15.303, therefore the system fails. The
system owner should contact the Board of Health to determine what will be
necessary to correct the failure.
E) Large Systems: To be considered a large system the system must serve a facility with a
design flow of 10,000 gpd to 15,000 gpd.
For large systems, you must indicate either"yes"or"no" to each of the following, in addition to the
questions in Section D.
Yes No
❑ ❑ the system is within 400 feet of a surface drinking water supply
❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply
❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection
Area—IWPA) or a mapped Zone II of a public water supply well
If you have answered "yes"to any question in Section E the system is considered a significant threat,
or answered "yes" in Section D above the large system has failed. The owner or operator of any large
system considered a significant threat under Section E or failed under Section D shall upgrade the
system in accordance with 310 CMR 15.304. The system owner should contact the appropriate
regional office of the Department.
t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17
f
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
«M 59 Henry F Loring
Property Address
The estate of Beverly Gorgone
Owner Owner's Name
information is required for every Centerville Ma 02632 4/12/2012
page. Cityrrown State Zip Code Date of Inspection
C. Checklist
Check if the following have been done. You must indicate "yes" or"no"as to each of the following:
Yes No
❑ ® Pumping information was provided by the owner, occupant, or Board of Health
❑ ® Were any of the system components pumped out in the previous two weeks?
® ❑ Has the system received normal flows in the previous two week period?
❑ ® Have large volumes of water been introduced to the system recently or as part of
this inspection?
® ❑ Were as built plans of the system obtained and examined? (If they were not
available note as N/A)
® ❑ Was the facility or dwelling inspected for signs of sewage back up?
® ❑ Was the site inspected for signs of break out?
® ❑ Were all system components, excluding the SAS, located on site?
® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank
inspected for the condition of the baffles or tees, material of construction,
dimensions, depth of liquid, depth of sludge and depth of scum?
® ❑ Was the facility owner(and occupants if different from owner) provided with
information on the proper maintenance of subsurface sewage disposal systems?
The size and location of the Soil Absorption System (SAS) on the site has
been determined based on:
® ❑ Existing information. For example, a plan at the Board of Health.
® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue
approximation of distance is unacceptable) [310 CMR 15.302(5)]
D. System Information
Residential Flow Conditions:
Number of bedrooms (design): 4 Number of bedrooms(actual): 4
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 gpd
t5ins•1 ill 0 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
59 Henry F Loring
Property Address
The estate of Beverly Gorgone
Owner Owner's Name
information is required for every Centerville Ma 02632 4/12/2012
page. Cityrrown State Zip Code Date of Inspection
D. System Information
Description:
Number of current residents: 3
Does residence have a garbage grinder? ❑ Yes ® No
Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No
Laundry system inspected? ❑ Yes ® No
Seasonal use? ❑ Yes ® No
Water meter readings, if available(last 2 years usage (gpd)):
Detail:
2010 24,000 2011 31,000
Sump pump? ❑ Yes ® No
Last date of occupancy: currentDate
Commercial/Industrial Flow Conditions:
Type of Establishment:
Design flow(based on 310 CMR 15.203):
Gallons per day(gpd)
Basis of design flow(seats/persons/sq.ft., etc.):
Grease trap present? ❑ Yes ❑ No
Industrial waste holding tank present? ❑ Yes ❑ No
Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No
Water meter readings, if available:
t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
wM 59 Henry F Loring
Property Address
The estate of Beverly Gorgone
Owner Owner's Name
information is Centerville Ma 02632 4/12/2012
required for every
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Last date of occupancy/use: Date
Other(describe below):
General Information
Pumping Records:
Source of information:
Was system pumped as part of the inspection? ❑ Yes ® No
If yes, volume pumped: gallons
How was quantity pumped determined?
Reason for pumping:
Type of System:
® Septic tank, distribution box, soil absorption system
❑ Single cesspool
❑ Overflow cesspool
❑ Privy
❑ Shared system (yes or no) (if yes, attach previous inspection records, if any)
❑ Innovative/Alternative technology. Attach a copy of the current operation and
maintenance contract(to be obtained from system owner) and a copy of latest
inspection of the I/A system by system operator under contract
❑ Tight tank. Attach a copy of the DEP approval.
❑ Other(describe):
t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
59 Henry F Loring
Property Address
The estate of Beverly Gorgone
Owner Owner's Name
information is required for every Centerville Ma 02632 4/12/2012
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Approximate age of all components, date installed (if known) and source of information:
unknown
Were sewage odors detected when arriving at the site? ❑ Yes ❑ No
Building Sewer(locate on site plan):
Depth below grade: 1.5
feet
Material of construction:
❑ cast iron ®40 PVC ❑ other(explain):
Distance from private water supply well or suction line: feet
Comments (on condition of joints, venting, evidence of leakage, etc.):
Joints ok, vented through roof
Septic Tank (locate on site plan):
Depth below grade: 1
feet
Material of construction:
® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain)
If tank is metal, list age: years
Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No
Dimensions:
1500
Sludge depth:
10"
t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17
Commonwealth of Massachusetts
H Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
59 Henry F Loring
Property Address
The estate of Beverly Gorgone
Owner Owner's Name
information is Centerville Ma 02632 4/12/2012
required for every
page. Cityfrown State Zip Code Date of Inspection
D. System Information (cont.)
Septic Tank (cont.)
Distance from top of sludge to bottom of outlet tee or baffle
3'
Scum thickness
4"
Distance from top of scum to top of outlet tee or baffle
4"
Distance from bottom of scum to bottom of outlet tee or baffle 8"
How were dimensions determined? opened covers took
measurements
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
Tank needs to be cleaned now and again every 2 years for maintenance. Water level was at bottom
of outlet invert, tank was not leaking and was structurally sound.
Grease Trap (locate on site plan):
Depth below grade: feet
Material of construction:
❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain):
Dimensions:
Scum thickness
Distance from top of scum to top of outlet tee or baffle
Distance from bottom of scum to bottom of outlet tee or baffle
Date of last pumping:
Date
t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
' 59 Henry F Loring
M
Property Address
The estate of Beverly Gorgone
Owner Owner's Name
information is required for every Centerville Ma 02632 4/12/2012
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan):
Depth below grade:
Material of construction:
❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain):
Dimensions:
Capacity: gallons
Design Flow: gallons per day
Alarm present: ❑ Yes ❑ No
Alarm level: Alarm in working order: ❑ Yes ❑ No
Date of last pumping: Date
Comments (condition of alarm and float switches, etc.):
*Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No
t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
M a 59 Henry F Loring
Property Address
The estate of Beverly Gorgone
Owner Owner's Name
information is required for every Centerville Ma 02632 4/12/2012
page. Cityrrown State Zip Code Date of Inspection
D. System Information (cont.)
Distribution Box (if present must be opened) (locate on site plan):
Depth of liquid level above outlet invert
0"
Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any
evidence of leakage into or out of box, etc.):
D-box was replaced at time of inspection, permit#2012-89
Pump Chamber(locate on site plan):
Pumps in working order: ❑ Yes ❑ No
Alarms in working order: ❑ Yes ❑ No
Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.):
Soil Absorption System (SAS) (locate on site plan, excavation not required):
If SAS not located, explain why:
t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
'�M A,•'�r 59 Henry F Loring
Property Address
The estate of Beverly Gor one
Owner Owner's Name
information is required for every Centerville Ma 02632 4/12/2012
page. CityrTown State Zip Code Date of Inspection
D. System Information (cont.)
Type:
® leaching pits number: 2
❑ leaching chambers number:
❑ leaching galleries number:
❑ leaching trenches number, length:
❑ leaching fields number, dimensions:
❑ overflow cesspool number:
❑ innovative/alternative system
Type/name of technology:
Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of
vegetation, etc.):
One leach pit(#4 on as-built)was full/failed. The other pit(#5) had approx 2' of standing water with a
stain line 2' higher.
Cesspools (cesspool must be pumped as part of inspection) (locate on site plan):
Number and configuration
Depth—top of liquid to inlet invert
Depth of solids layer
Depth of scum layer
Dimensions of cesspool
Materials of construction
Indication of groundwater inflow ❑ Yes ❑ No
t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
M 59 Henry F Loring
Property Address
The estate of Beverly Gorgone
Owner Owner's Name
information is required for every Centerville Ma 02632 4/12/2012
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
etc.):
Privy (locate on site plan):
Materials of construction:
Dimensions
Depth of solids
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
etc.):
t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form- Not for Voluntary Assessments
M 59 Henry F Loring
Property Address
The estate of Beverly Gorgone
Owner Owner's Name
information is required for every Centerville Ma 02632 4/12/2012
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to
at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate
where public water supply enters the building. Check one of the boxes below:
® hand-sketch in the area below
❑ drawing attached separately
EPc�
Pr
I
O
a7-
A-Z sZ
Z 3)
q 3 s3
O
► -3 3S
.4-y 3s
_6
�=S 5-2-
t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
GSM 59 Henry F Loring
Property Address
The estate of Beverly Gorgone
Owner Owner's Name
information is required for every Centerville Ma 02632 4/12/2012
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Site Exam:
❑ Check Slope
❑ Surface water
❑ Check cellar
❑ Shallow wells
Estimated depth to high ground water: 20+
feet
Please indicate all methods used to determine the high ground water elevation:
❑ Obtained from system design plans on record
If checked, date of design plan reviewed: Date
❑ Observed site (abutting property/observation hole within 150 feet of SAS)
❑ Checked with local Board of Health -explain:
❑ Checked with local excavators, installers -(attach documentation)
❑ Accessed USGS database -explain:
You must describe how you established the high ground water elevation:
Groundwater elevation was established by accessing Town of Barnstable groundwater contour maps.
Before filing this Inspection Report, please see Report Completeness Checklist on next page.
t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17
e Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
;M 59 Henry F Loring
Property Address
The estate of Beverly Gorgone
Owner Owner's Name
information is required for every Centerville Ma 02632 4/12/2012
page. Citylrown State Zip Code Date of Inspection
E. Report Completeness Checklist
E Inspection Summary: A, B, C, D, or E checked
E Inspection Summary D (System Failure Criteria Applicable to All Systems) completed
E System Information—Estimated depth to high groundwater
E Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file
t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17
1
LOCATION SEWAGE PERMIT NO.
VILLAGE
INSTALLER'S NAME S ADDRESS
B U 1,L D E R OR OWNER
Al
DATE PERMIT ISSUED
DAT E COMPLIANCE ISSUED �_��
r
l
,�
- - ' �, ��'
�� �� �� °
t
No.. r - • �? .. *� ,f Fits.-.... "....
�.
THE COMMONWEALTH OF MASSACHUSETTS
/ E30ARD RF HEALTH
............OF......f.OZV-,w ...........................
Apli iratiun -fur lhop uttl Works Tonstrurtiun Vrrui t
Application is hereby'made for a Permit to Construct ( ) or Repair ( V) an Individual Sewage Disposal
Syst at: -
2�d16
Loca n-Address �� � �� ------t No.
wner � We � Address
---------- . 1_^ ................. .....b`__.__.__._____ _ '_�'�////�_j___././../_ _________.._............_.___
'� _ _._._. .................... �JL__ a�_____._.____._..__________ .
Installer V Address
U Type of Building Size Lot/ & .Sq. feet
Dwelling—No. of Bedrooms___________________••__-__-_---_•_.__-_--__Expansion Attic ( ) Garbage Grinder ( �
aOther—Type of Building ___________________________• No. of persons---------------------------- Showers ( ) — Cafeteria ( )
dOther ores -----------------------•-----------------------•------------------------- v
W
Design Flow-- ----{ --�-----gallons per person per day. Total daily flow-.---.� -----gallons.
W Septic Tank IL Ligt id capacity;S bgallons Length-----------_--- Width................
Diameter.......--------- Depth..........
x Disposal Trench—No..................... Width-------------------- Total Length------------------.. Total leaching area....................sq. ft.
Seepage Pit No._____ ...... Diameter-----&___. __ Depth belo inlet____-_ . Total leaching _ sq. ft.
� -,�- - - - - P �--•--.. . g area --o------...
z Other Distribution box ( ) Dosing tank ( ) p - �- ?
'-' Percolation Test Results Performed by.___�7c�at _____________L[ �_.•___--____.. Date.._.r/_- z--7--7--_.--_-_
a
Test Pit No. 1................minutes per Inch Depth of Test Pit.................... Depth to ground water_...__-___-__--__._-----
(4 Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water__.___.::____-______-._.
� �. ...............
--------
-- - -o � -
: ------
x ------------------- ----------------------- ------
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 Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate.of Compliance has been ' sued by thard of ealth.
?igne ---- - •• ----------•--- ••---•------------•--•-------•--
Date
Application Approved BY -= •-•-------------•----- �' 7�!Date
Application Disapproved for the follasons----------------------------- -----------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------•--• ---------------------------------------------------------------
I Date
....... Issued...- SJ
lPermit No._..................................................... .---- -�.
Date
!I
t _ F>Es..............................
THE COMMONWEALTH OF MASSACHUSETTS
1 ti BOARD OF HEALTH
077cwCJYL. ............OF.........,CC&71Y!- ! G-462..........................
Apphratilatt 'for INlipa-4al orks Totuntrurti n Pprutit
Application is hereby'made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System-at:
, _ •. ----• - --
Loca on- ddress i t No.
w Owner / / / r Address
q Installer Address
U Type of Building Size Lot/ .,,---Sq. feet
Dwelling—No. of Bedrooms. -----------------_-.----.-----.--.---- Expansion Attic ( ) Garbage Grinder (/tl__�o
a4 Other—Type of Building ---------------------------- No. of persons-......................... Showers ( ) — Cafeteria ( )
a Other fixtures ..... ------------------------------------------------
W Design Flow."_".._"_"". "_._. ,,,..............gallons per person per day. Total daily flow".....� ..............gallons.
P4 Septic Tank l-Liquid capacitvProgallons LEIlgth""""- Width................ DI:Unleter---------------- Depth......""".......
x Disposal Trench—No- -------------------- Width-------------------- Total Length------------------ Total leaching area._-..__._.._---.sq. ft.
Seepage e Pit No " Diameter-_.._ '"-. . Depth,. in Total leaching area.."
Pa g �-- ---- P Lo i1 �_ ...sq. ft.
z Other Distribution box ( ) Dosing tank ( ) 'p /0 aIAPT
Percolation Test Results Performed by.._" ca.t( - r! ----"."-_"_��Date.._"�/_ Z-9"�--""".._....
'Pest Pit No. 1----------------minutes per Inch ..Depth of Test Pit... ""_--_"""_-".. Depth to ground water ---_..._.-----
f4 Test Pit No. 2______________""minutes per indh,. Depth of Test Pit...- ---------- Depth to.ground water....------- - ---------
x � r
: -- -----••--• ---- .y a"O Description of Soil----- ----� _ -------
-----------y...... ...- ------------------------------------------------------------------------------=---- ----
wU 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 Article XI of the.:State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of,,Compliance has been i sued by the-board of./l ealth.
Signer ------ •--•-•----•-----------••--------
// D e
Application Approved By... -- .1! & 1 .� 1�'
Date
Application Disapproved for t Ie following reasons:--"-•"--"- ............... -------------------------------------------------•....-------------------------------
...........................•------------------------------------.•----------------------------------•----------------------•----.---------------•----------------------------------.---...--------------
•Date
Permit No. Issued Lt ace :•.• -•--•......---•-•••.
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
a ..
. ............OF........ .fib..................................................
urr#ifiratr of Tom0aurr
THI 0 } 7' Y at the Individual Sewage Disposal System constructed or Repaired ( )
by----T
r
Inst, y
has been installed in accord,- ce with the pro�'fsions of <� i XI of The State Sanitary Code as d scribed in the
application for Disposal Works Construction Permit No. .I-------------------------- dated..../-. - .."""._........_........
THE ISSUANCE OF THIS CERTIFECATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WIL FUNCTIONSATISFACTORY.
DATE. G ...... t� - -..--- ----- Inspector------�-/��. --------•-------------------------
THE COMMONWEALtH-OF`'MASSACHUSETTS
BOARD O HEALTH
7 /' !1. .........OF.......:-. -.. .....
No.••-•---•-• ......--••- FEE.--- ...........
Permission is hereby granted"
to Con stru 4� or R .I)air ) ; I dividual e- age. ispo I Syste ,: 4
at No:-• - --=--•-/a�---•- •+••- ,•--. ." .. - -.--- -....-.. "� ._tom... ..---- ,,._,�L
w
Street
as shown on the application for Disposal orks Construction Pe'rn No.. Dated...... ..............
H ••.
Buard of
DATE.................
,...............-----`--
FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS ..
l'j LATAl
sI1,Y_L.rE_ 4-'15��2,�ONA y
III rant��r 1`Low _ Ito v. S
�E�T"IG T4"v- = ISG �Jo t
• 7 6.P.D,
ALL t. .A -- ,
I =CT�t/ Ae = l5o S.F. ;w
'Z.S
$�JTZZ7iK .d2�-Ar ��d ST=. ryi
TOTAL 'C>G-SIGL!
Toro t_ �,di t_�f h l.aw =
GEQGDl.�T10�.1 CZATE.; �e.i� �L�4tl►J O2 NSF,.
aLA1J ,r• � RICHARD cGp
A.
:.tJ goo H a BAXTERIzi -N EL�GTJZ�.
No.21048
f ;- 4 Q
/ST V��C Al"
,¢urn,°j-- 27,6
'Tor �ND s IC0:0
EL.Q-I 5 F G,:. o.
t.oa%l �.Ppe 1ZSo ►uv• Ql.a
4�I.pES •• IW; GA•{-. lbml i
y 2 INV. c T'AMK (C
Gn PAL 1000 95. tw. ,
4
I
u
1_�H
PIT
s. ° e• F
I Wir"
JcZ I STowr
/
ff
�, .f ` •. CEQTI1r1Et� pL.bT PL.f-L1�1_
t O GA T I O t� CEI�T Lv I U-&,
h/a b(/A Tr a. � :ICJ ,p'AT
• �Evt 5 Ev'
I CGIZTIP= 4 TWAT Tom V000D►AT100 5"04JW Pt-AI..I V_GP
t- V>Q cm-1 GCaNlPLYG fit,/ IT►! TWC .�jiDE.I.I►-�� �,0'r �2.(
Aue �cYl✓ncK ��4�I�E�cuTS of TNT
��w►-� cr A�IJS i 9 PC AtJ COIL_ PG, 2�
XTEIZ �. WYE twc.
. RCGIS'IttZ�D 1-AIJG 5U2v�?.YoI:.S
Tl-tl5 i7I,AI-1 l 6JUT k:ASEC7 U4 ► pN 05TF_V_V% LG o MASzi.
IIJSC�':1!✓�C:►Ji ��Ui��/tom•{ '`(l�(. OFt'� (-�, �IlGWID APPL_ICA,t,_IT'
IAIJ 4;W1i L
330
�ni`� dy.Hk
iJ e),vlc;o
EXISTING
SPHALT ROOFING — Qs Pws
_ = I
® NE m I�
EXISTING
TYP. IXS/IX3 I/2X6 SIDING
EXISTING ISTING — RAKE BROS. NEW
IOTIN I ,
PROPOSED LEFT ELEVATION
PROPOSED FRONT ELEVATION
1]
s PLUS
SPHALT ROOFING
I
I� /C 5HINGLE5
= 5PI-IALT ROOFING
WAE
BROS. NEW -
NEW
EXISTING [EXISTING 1 TING
EXISTING
PROPOSED REAR ELEVATION -
PROPOSED RIGHT ELEVATION
BUILDER JOB ADDRESS DESIGN „„n��p� p� � n�rt �O� .DATE� REVISION DRAWN BY PAGE SCALE
CABRAL RESIDENCE CREATE LIVING SPACE ll�llll//�//// o�/ll UJL'-7/l( //JM�/ o II-3-16 +r JB •-oF I
5S HENRY F, LORING RD. ABOVE EXISTING DINING � N MROMLOCAL BUILDING GO IDES AND ORDNANCE ANGEO�B pEg�NO MAY NOR BE HELD RESPONSIBLE (�J MMUUST BEZE AND DETERMINEDFB�OGgL BOIL-ENT Cl�CO CONCRETE IDOTINGS (�l ALL NDITIONB AND ACCEPTABLE !4J vERI�OOtR GNRAL ELEMENTS D FOR EB GN BIZE�i-D�TM P.O.@LOX 9B3'
CENTERV ILLE, MA. AND GARAGE. oI ,FOR BITE CONDITIONO OR FOR THE USE OF HERE DRq 1NG0 DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING,FFICIA S_ WE9T BARN8T4®LE MA 09668 ��D8JM49¢s��
--------------------
EXISTING ...................................
DECKct
EXISTING EXIST.
BEDROOM BATH EXISTING
® BEDROOM`
TYP.SIZED PSL POST
EXISTING
HALLWAY
Ell '
5AV�Tj
5/8"F.C.DRYWALL I jEXISTING EXISTING ____________________
® o WALLS CEILING. : 1' O�
- ---' aDROOM BEDROOMEXISTINGEXISTING DINING
KITCHEN I?EXISTING EXISTING SECOND FLOOR PLAN
EXISTINGI GARAGE do TO SGALEJ
LIVING
II
.. .... ------------------------
.A. EXISTING
PORCH
n. EXISTING Igo Iloilo 11111
DINING
a
II '4 24'-0" A�
B B
PI
4 8
C
.I�5�.6'
3 -------- - - - - -- - --•
%
'':i' NEW : :. NEW X N
EXISTING
GLA55 24XI6 GLA55 24X24-2 W.I.G.-O' MASTER 7 g X
PORCH 1 BATH - �7 r
EXISTING EXISt. Ip
BEDROOM BATH NEW -
[MARIA 11111 will Nagle LAUNDRY
NEVI
----------------- ® OFFICE U m F a<
3k'
,-0��... II Q
7__1NEU
Q
' X BEDROOM
z:�. r�e� `�. o ��, MASTER �
PROPOSED FIRST FLOOR PLAN -
EXISTING
HALLWAY N 1�
HALLWAYJ 1O _ F 2XI2�`�'
C n y .16
Ell
GLASS 24X22-2 Al
" ao
�.r
EXISTING - EXISTING
m
BEDROOM 01 BEDROOM - --- ____-GLA55 GLAss GLA55---------
G _ �24X24 3OX24 24X24;
6'4W' 6.�y4 III-0
24-O'
EXISTING WALLS
PROPOSED SECOND FLOOR PLAN
NEW WALLS
BUILDER JOB ADDRESS DESIGN ;, p� pp p po p� p�rt „ n�a�O n „ DATE REVISION DRAWN BY PAGE SCALE J
CABRAL RESIDENCE CREATE LIVING SPACE �llwll N/ 1/L�JU{ (/l�(�` u)^\1(ll �)MU/ II-3-16" w JB •�OF_5_ i/4°=I-o" ✓� �����ng
59 HENRY F. LOR ING RD, ABOVE EXISTING DINING (V lU P ROHASE OF DRAWINGS LEAVES R RCHASER REBPONBIB E FOR COMPLIANCE WITH ALL y EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 13j ALL FOOTINGS SHALL Ext BELOW FROSTLINE VERIFY DEPTH.
CENTERI/I LLE, MA, AND GARAGE. LOCAL BEADING GODEB AND ORDINANCES, B DE8 GN8 MAY MOT
BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL BOIL CONDITIONS AND ACCEPTABLE (4)VFRIFY 6TRUC%RAL ELEMENTS FOR DESIGN.SIZE P.O.BOX IDS ($OB�y494-Z34
OI FOR SITE CONDITIONS OR FOR THE 8E OF THESE DRAWINGS WRING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND B I DING OFFICIALS,
I{¢8T BARNST a,a fi.b.OT6GB
2XI0'
,
,
---�-- R- -� �—�---I--�-- EDP. LocKING HALT ROOFING
a ASP
o MAX.AS"O.C. - ASPHALT ROOFING
15•ASPHALT PAPER
" TYP.RIM TYP.B CKING 0 15+ASPHALT PAPER
SHEATHING
,
„
' "O.C.
I/2"SHEATH
ING
-' --- --- --- -" - ___ T YP.H2.5A TIES
�j I I I - TYP.H2.5A TIES DRIP EDGE
> '� 2XI0 RIDGE - _ = O Q DRIP EDGE 5"GUTTER
5"GUTTER
IX8 FACIA
2XIO'S a 16"O.G. � ���ddMd4!!///AAA111"; r 2X8's 6 Jr."O.G. - -=- -- =-•' r IX8 FACIA IX SOFFIT
11 ° A e __ _-_ G IX SOFFIT 2-I/4"VENT
O 0 2-1/4"VENT MATCH EXISTING
MATCH EXISTING NOTCH FRIEZE
TO RECEIVE SIDING.
NOTCH FRIEZE
y1 TO RECEIVE SIDING.
-- -- -- --
., „ „ , --- -- --- --- - - --- --
2xlo'
------------------------------
ROOF FRAMING: PLAN I V
EAV "2 EAVE DETAILS
1pI EAVE DETAILS
SECOND FLOOR FRAMING PLAN
RIDGE VENT
RIDGE VENT 2XIO RIDGE
2XI2 RIDGE 2X8 RAFTERS o 16"O.C.
RIDGE VENT 1/2"ROOF SHEATHING
2XIO RAFTERS®1&"O.C. 2XI2 RIDGE I� 15•ASPHALT PAPER
1/2"ROOF SHEATHING S�� ASPHALT SHINGLES
15•ASPHALT PAPER Iz
ASPHALT SHINGLES 2X8 RAFTERS o 16"O.C. X8 e ®
5 PLUS I/2"ROOF SHEATHING
2XI2's C.J.0 I " 15"ASPHALT PAPER R 3 STRAPPING
INSUL.
6 _
R49 INSUL, 12 ASPHALT SHINGLES I,f WALLBOARD
T I/2"WALLBOARD
NEW
IX3 STRAPPING �17 _ _ 2XI2'S C.J. m 16"O.G. NEW 2X4'S®16"O.C.
I/2"WALLBOARD `-
--�� R49 INSUL. HALL R21 INSULATION
OFFICE
SHEATHING1/2"WALL
SHOWER MBATH IX3 STRAPPING ® 1/2"WALLBOARD HOUSE WRAP OR EQUAL
1/2"WALLBOARD
2X6'S o 16"O.C. 3/4 T/G PLY. _
— 3/4"1/G PLY. m II MBATH NAILED tGLUED. SIDING
-_
W.I_C. SuowER R21 INSULATION �—2X10 S 6 16 O.C. 0
NAILED t GLUED. 1/2"WALL SHEATHING -- --
_ 2XI0'S a 16 O.C. <--2X10 a a 16 O_G.—� HOUSE WRAP OR EQUAL
3/4"TIC.PLY, SIDING
R30 INSUL, SIZED LVL'S ® = NAILED t LUED.
IX3 STRAPPING __O __ 2Xi0 e 9 I6 O.C. 2XIO S®16 1 O.G. EXISTING EXISTING
5/8"F.C.WALLBOARD ® PORCH DINING
°
NEW 5/8"F.G.WALLBOARD IX3 INSUL SIZED LVL's� EXISTING 2X4'S&16"O.G. X3 STRAPPING
EXISTING 5/8"F.C.WALLBOARD
GARAGE EXISTING 1/2"WALL SHEATHING
HOUSE WRAP OR EQUAL 5/8"F.C.WALLBOARD
SIDING EXISTING -EXISTING 2X4'S m 16"O.G. '
• GARAGE 1/2"WALL SHEATHING
-- - - - _ HOUSE WRAP OR EQUALxx
SIDING
EXISTING -
:.+% �. BASEMENT
GROSS SECTION (A)
CROSS SECTION (B) CROSS SECTION (G)
BUILDER JOB ADDRESS DESIGN ••p��(p/p,/�p p� q ��n ^,� _-� „ n� lL �TI-3-16
DATE REVISION DRAWN BY PAGE SCALE -
CABRAL RESIDENCE CREATE LIVING: SPACE ll�/llll/�lll/ Uv � w JB •�O'_ 1/4"=1'-0" J� D�sig�ns
5S HENRY F. LORING RD, ABOVE EXISTING DINING W lU WRCNASE OF DRAWINGS LEAVES RIRCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (Z)EXACT SIZE AND RE NFORCEMENT OF ALL CONCRETE FOOTINGS (3)ALL FOOTINGS SHALL EXTEND BE CW FROSTLINE vERiFY DEPTH.
F LOCAL BUL ING CODES AND ORDINANCES,-DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (A)VERIFY STRUCTURAL ELEMENTS FOR DESIGN SIZE P.O.9pX IDS (r kV 494_��
CENTER V I LLE, MA, AND GARAGE, i I FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFRCIALS. 6E9T EARNBTanI c M-0 OY�6'
rWALL
rWALL LENGTH= I3'l , I FULL HEIGHT SHEATHING=�-O'I ry .
r� I FULL HEIGHT HEATHING= A' ' I ACTUAL SHEATHING=100
ACTUAL SHEA %
(Min.Required]_90
PAT
RATIO, R0 equired_}]_%) I I EDGIE NAI¢G=--rQ"_O.C. I EXTEND HEADER
EDGE NAILING= _O.G. I L IELD NAILING= 1�„ O.C. — J TO KING STUD
FIELD NAILING=JZO-G.-—-J _ — �'.•".
WALL LENGTH=3'-0'
1
FULL HEIGHT SHEATHING=3�_
ACTUAL SHEATHING=-Q-% 1R
(Min. Required_dZ%) I 12
•RATIO= 1,50 _
EDGE NAILING=--6L0-G. Imo*
'FIELD NAILING=_I3'-O.C. :aHEAR: :.: r.-....
I-------------'- ' WALL NAIL TOP PLATE
.'SHEAR";:.SHEAR ; -'SHEA T H S IT i'5"F-p," �� TO HEADER WITH
_ _ _ WALL '.'WALL :WALL WALL NAIL SCHEDULE'v:'}�:� �`:�' TWO ROWS OF 16d
Sd COMMON ' NAILS AT 3"O-G.
rWALL LENGTH= —-—-, -.: AT 3"O.C,
FULL HEIGHT SHEATHING-4--0"
ACTUAL SHEATHING=-=-% EXISTING
(Min.Requtred�2_%)
"E CONTINUOUS 131/2 LVL HEADER
EDG1E NAAII`LIINNG= 6"O.G. 3"X3"PLATEOWASHERS OLTS WITH
'WALL
'FIELD NAILING=J2_O.C- -
L--------------J
BNEAR SHEAFSHEAR 'p
WALL WALL WALL '8
EXISTINGH IOU
°$
°cep°o °nee °ne °ao
24'-0"
°Cep.°Qe••
SHEAR WALL LEFT ELEVATION SHEAR WALL FRONT ELEVATION
GARAGE OPENING DETAILS
rWALL LENGTH=��—-—-, -
FULL HEIGHT SHEATHING=�-B°
ACTUAL SHEATHING=-12—%
(Mtn,Required]_%)
RATIO. 1.50
EDGE NAILING=IO.C,
'FIELD NAILING=—j2"O.G. -
17
�5 PLUS
12
22'-O" ,WALL LENGTH=22'-O
FULL
GHT
rWALL LENGTH= �'----, {:::.: ::.: ::. :::::::'-::=:::, I ACTUAL ISHEA HENGHIN �QI
FULL HEIGHT SHEATHING= (Min.Re ulred %)
SHEAR =-��SHEAR-"��-"-=�"-=���= SHEAR :"-:SH.AR��: EARN I I
ACTUAL SHEATHING=_jam% RATIO.1,50
W WALL .=..W LL :�:: .WALL ���.:�WAL .: WALL '; .2'-4'c. �.'r�.12`-4u:.:,:-:,,, ..,,-..:..-�.•.:�.
I
(Min.Requlred�L%) I _ _ ® -_ _ I EDGE NAILING= _O.C.
6H AR.'H a A . E
AT O
e Ea ' ':�SHE R��'
'R F A I N I ING- "O J.� � ELD L .C,
:3r-O": `10'-8�r_.'.:' .,'3r_O.: .':r`.4r_1O,;f,: .:3'-10�".'. waLL waLL L------J�- --
I EDGE NAILING=—i-O.G. I - 'WALL ,� ---
FIELD NAILING=J2-0-C. - ao
-
�--------------J -—-
r
— — —
WALL LENGTH= '24-0"
U TING
I FULL HEIGHT SHEATHING 24'_-Q'I
ACTUAL SHEATHING-JQQ_%
rWALL LENGTH=�'�" , I RATIO=1.5p Ired 100 %)
FULL HEIGHT SHEATHING=1=��"I SHEAR I EDGE NAILING=_(zO.C.
ACTUAL SHEATHING=_@L_% --. WALL SUING "I00% 'FIELD NAILING=J2_O-G. '
(Min.Requtred�]_%) I - L'-------------J
.SHEAR
IRATION NAILING.
EDGE NAILING=�O.G-
FIELD NAILING=J?_O.G.
L — — — — — — J
24'-0I, .. . . . .
24
SHEAR WALL REAR ELEVATION SHEAR WALL RIGHT ELEVATION
BUILDER JOB ADDRESS DESIGN pn�p�w p p� n p , n� �O n n. DATE REVISION DRAWN BY • PAGE SCALE I
CABRAL RESIDENCE CREATE LIVING SP;4CE llC✓//llll�✓lll/(/-JoN/ U/L�J{O (/J^\�fl/ 0 0(/ //f/ 11-3-Iro +r JB �oF r2 114"=r-o° ✓� DC�signs
5S HENRY F. LORING RD, ABOVE EXISTIWY DINING w (I)PURCHASE OF pRAWING9 LEAVER pURGHASER RESPONSIBLE FOR CO EX MPLIANCE WITH ALL III ACT SIZE AND RBNFORCEMENT 11 ALL'CONCRETE FOOTINGS(1)ALL FOOTINGS SHALL EXTEND BELOW FROSTLIKE VERIFY DEPTH. e
— e LOCAL BUI DING CODES AND ORDINANGEg, B DESIGNS MAY NOT BE HELD RESPONSIBLE M5T BE DETER MINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE f4J VERIFY STRUC URA ELEMENtB FOR DESIGN SIZE P.O.BOX SBS' (,T A)J4S4-9tj�
CENTERvILLE, MA. AND GARAGE. FOR FOR SITE CONDITIONS OR FOR THE USE OF THESE pRAWiNGB DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. 02"0
�4. I
AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE
MASSAGHUSEITS CHECKLIST FOR COMPLIANCE 1180 CMR 5301,11.0 CHECK
COMPLIANCEEXPOSURE
! - WIND
g L_ ZONE
• I.I SCOPE
WIND SPEED(3-SEC.GUST)____________________________________________________________________________110 MPH -
WIND EXPOSURE CATEGORY--------------------------------------------------------------------------------B
• 1.2 APPLICABILITY
NUMBER OF STORIES(A RODE WHICH EXCEEDS B IN 12 SLOPE SHALL BE CONSIDERED A STORY) ;S
2 STORIES<2 STORIES_�L NUMBER of
\ \ JOINT DESCRIPTION COMMON NUMBER OF NAIL SPACING
ROOF PITCH_________________________________________ (FIG 2) -------------------------------------J2_<12:12_�L NAIL, BOX NAILS
I MEAN ROOF HEIGHT---------------------------------- (FIG 2) -------------------------------------�L FT<33'
BUILDING WIDTH,W----------------------------------. (FIG 3)-------------------------------------�4_FT<80'_>� - TYP.FIELD NAIL SPACING -
ROOF FRAMING
BUILDING LENGTH,L--------------------------------- (FIG 3),_________________________ 3(Z�FT C 80'_1/ 8d COMMON a 6' O.C. BLOCKING i0 RAFTERS(TOE-NAILED) 2-8d 2-IDd EACH END
BUILDING ASPECT RATIO(LAU).______________________- (FIG 4),_______________,____________________ 1.50 <3:1_AL - -• RIM BOARD 10 RAFTER(END NAILED) 2 I6d }Ibd EACH END
NOMINAL HEIGHT OF TALLEST OPENING?________________ (FIG 4)--------------------------------------43.<6'S" TYP.1116"WOOD ., ':-•> WALL FRAMING -
13 FRAMING CONNECTIONS STRUCTURAL PANELS -
-;, •" TOP PLATE AT INTERSECTIONS(FACE NAIL 4- AT JOINT
GENERAL COMPLIANCE WITH)FRAMING CONNECTIONS.__. (TABLE 2J_____________________________________________. �- \ •a• .(FACE-NAILED) Ibd SI6d 5
\ STUD TO STUD!FACE-NAILED) ?-Ibd ?-Ibd 24"O.G.
\ FENDER TO HEADER MACE-NAILED) I6d Ibd 16"O.G.ALONG EDGER
2.1 FOUNDATION FLOOR FRAMING
FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404.1 �L \ -
CONCRETE---------------------------------------------- ----------------------------------------------- a JOIST TO SILL,TOP PLATE OR GIRDER ROE-NAILEDJ 4-8d 2-IOd PER JOIST
CONCRETE MASONRY.________________________________ �� _ TYP.EDGE NAIL 5PAGING •, "•> BLOCKING TO SILL (TOE-NAILEDJ 2-Bd 2-IOd EACH END -
__________________________________________________. (8d COMMON a 6" '> "> '>°.
BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) }I6d 4-Ibd EACH BLOCK
Z,,2 ANCHORAGE TO FOUNDATION" �� � \\ \ LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) 3-I6d 4-16d EACH bl5i
5/8"ANCHOR BOLTS IMBECDED OR 5/8"PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY (END-NAILED) �) _ -
RAFTER CONNECTIONS •' -
i'•>
. JDI$T ON LEDGER TO BEAM(TOE NdIL 3Ad 3 ION PER JDIST
BOLT bPAGING-GENERAL -------------------------(TABLE 4I_______________ - `" BAND JOIST TO JOIST 316d 416d PER JOIST
_________ ________
BOLT SPACING FROM END/JOINT OF PLATE---------(FIG 5),________________________________.6-12"IN.6"12"�L NON- , �`.TYP.H1.5 TIES -'�.• •' BAND JOIST TO SILL OR TOP PLATE ROE-NAILEDJ 2-I6d 3-I6d PER JOlbi ,
BOLT EMBEDMENT-CONCRETE.-------------------.(FIG 5),-----------------------------------. 3" IN.>1"-�L LOADBEARING ROOF SHEATHING
BOLT EMBEDMENT-MASONRY---------------------_(FIG 5)------------------------------------ e)_IN.>15"_,L STUD HEIGHT •> WOOD STRUCTURAL PANELS
PLATE WASHER___________________________________ (FIG 5),_____-------------------------------------->3'X3"XI/4" UPLIFT
MAX.WALL I LOADBEARING r RAFTERS OR TRUSSES SPACED UP TO I6 O.C. Bd ION 6"EDGE/6 FIELD
3.1 FLOORS HE6WT 20' _ STUD HEIGHT RAF ERB OR TRUSSES SPACED OVER 16°O.C. ad K)d 4"EDGE/4"FIELD
' •"�• •,• •",. GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 6"EDGE/6"FIELD
FLOOR FRAMING MEMBER SPANS CHECKED------------(PER 180 CMR 55.00)----------------------------------
MAXIMUM FLOOR OPENING DIMENSION.________________(FIG 6).___________________________ -.e_FT<12'�� > • "> MAX.WALL WITH E GABLE OVERHANG
OR RAKE TRUSS ad ION EDGE/6 FIELD
_.------ i „' „• '„ • ,• ' GABLE ENDWALL RAKE OR RA 6° "
FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LE55 2'FROM EXTERIOR WALL(FIG 6)----------------------------- > > > HEIGHT 10'
W/STRUG111RdL O1ITLOOKER9
MAXIMUM FLOOR JOIST SETBACKS °• •••,- _", GABLE ENDWALL RAKE OR RAKE TRUSS Bd IOd 4"EDGE/4°FIELD
SUPPORTING LOADBEARNG WALLS OR SHEARWALL.(FIG 1)------------------------------------- 12' FT<d -�� ° "
W/LOOKOUt BLOCKS
> •:> > •,
MAXIMUM CANTILEVERED FLOOR JOIST 1 ' •> - CEILING SHEATHING
SUPPORTING LOADBEARNG WALLS OR SHEARWALL.(FIG 8)-------------------------------------- 0 FT<d �� '" '"
FLOOR BRACING AT ENDWALLS_______________________(FIG 9) _ _ _ "•° ''• GYPSUM WALLBOARD Ed COOLERS - l"EDGE/10°FIELD
80 CMR 55.001__________________________________ �_ > •> • •>
FLOOR SHEATHING TYPE------------------------------(PER 1 � •"• •"• �"• ••• �••
FLOOR SHEATHING THICKNESS_________________________(PER 180 CMR 55.00)----------------- --. 3/4 IN._AL °, .; WALL SHEATHING
WA
FLOOR SHEATHING FASTENING______________________•.(TABLE 2)-d NAILS AT 6 N EDGE/ 12 INFIELD_>� •- •„' �. WOOD STRUCTURAL PANELS
STUDS SPACED UP TO 24"O.C. ed IOd 6"EDGE/12"FIELD
4,I WALLS _ 112 AND 25/32"FIBERBOARD PANELS ad - 3"EDGE/6°FIELD
I/2"GYPSUM WALLBOARD 5d COOLERS Y EDGE/10°FIELD
WALL HEIGHT °:>'•.>'•.>'•• •.>•
LOADBEARING WALLS.------------------------------(FIG 10 AND TABLE 5).__________ ------------'- FT(10'1� - „' '„- ;,' FLOOR SHEATHING
NON-LOADBEARING WAULS------------------------(FIG 10 AND TABLE 5)------------------------r-A-FT(20:_,L' LATERAL •.•• '„ WOOD STRUCTURAL PANELS
WALL STUD SPACING.___- -----.(FIG 10 AND TABLE 5) -16._IN<24"O.C._�L > •°> >"- - ' I°OR LESS ad ION 6"EDGE/12°FIELD
WALL STORY OFFSETS ._____________________________(FIG 1<B)-----------------------------------JZ FT C d_AL. •. •'.`..'.,•.._, � GREATER THAN I" ION ION 6"EDGE/6"FIELD
4,2 EXTERIOR WALLS'
WALL STUDS P.HORIZONTAL DOUBLE GENERAL NAILING SrI-IEDULE
LOAD{ LLBEARING WALLS._-------------------------(TABLE 5)----------------------------2X_f--_3_FT A IN�- 1 SHEAR _ NAIL EDGE(STAGGERED NAIL
NONOADBEARING WAS-------------------------(TABLE 5).__________________________.2X -,-FT IN�_ I '•• •' "" PATTERN ad COMMON m3"O.C.
GABLE END WALL BRACINdI PIA I
FULL HEIGHT ENDWALL SUDS ______________________ (FIG 10).__----------------------------------------- _,� ,• - ",., •,• ,,'.,,' TYP,1/16°WOOD STRUCTURAL "
WSP ATTIC FLOOR LENGTH._--- -----.(FIG 11)------,----- ------- ___ �_FT>W13
• a•- ,.' ', '>,.
GYPSUM CEILING LENGTH(IF WbP NOT USED)---------(FIG IU------------------------------------0.FT)0.9W_AL -, • VERTICAL PANEL SHEATHING
F�I• ..>
r AND 2X4 CONTINUOUS LATERAL BRACE m 6 FT.O.C.(FIG 11)----------------------------------- ---_____. _ems I '. _
OR IX3 CEILING FURRING STRIPS m 16"SPACING MIN.WITH 2k4 BLOCKING o 4 FT,SPACING IN END___________. �_ a' •' TYP.VERTICAL EDGE NAIL
JOIST OR TRUSS BAYS------------------------------------------------------------_.___.___------------
. -�L i "• i > SPACING(ad COMMON DOUBLE TOP PLATE
DOUBLE TOP PLATE _O.C.)
SPLICE LENGTH.______________-----------------(FIG 13 AND TABLE 6)---------------------------&FT�� :_•;+ >
SPLICE CONNECTION(00.OF I6d COMMON NAILS) (TABLE(d-------------------_-________,______- A TYP.FIELD NAIL SPACING
%LOADBEARING WALL CONNECTIONS MON O
, d LATERAL(NO.OF I&D COMMON NAILS)._,_______--
(TABLE 1)----------------------------------------
2 -�L. ad COM ® C.
NON-LOADBEARING WALL CDNNECTIONS a•
'• I� DOUBLE HEADER
LATERAL(NO.OF Ibd COMMON NAILS)------------(TABLE � > > >
LOAD BEARING WALL OPENNG6(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9)
HEADER 5PAN6-----------------------_---------(TABLE%) N.<II'�L I' ••- ••>
SILL PLATE SPANS------------------------------(TABLE 9)-----------------------------j T e,JN.(11' ° -
+;9_ FULL HEIGHT STUDS(NC.OF STUDS)_______________(TABLE 9)--------------------------------------- 2 _�L i
FULL
NON-LOAD BEARING WALL QPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENIN66 FOR COMPLIANCE TO TABLE )
_ HEIGHT
(TABLE °! °! ° STUD
HEADER SPANS .______________________________. 9).__________.________._______.�_FT QJN.<12'�_ .°d•e .°2•e 0•e .°0•e•. '
SILL PLATE SPANS.___------------------------(TABLE ° ,
9l_____________________________OJT SIN.(12'_,� " .. e, ° OUBLE JACK STUD
FULL HEIGHT STUDS(N(Z OF STUDS)---------------(TABLE 9)---------------------------------------- �_ a!° a !° ° •° ° ° REQUIREMENTS AT EACH END OF HEADER
EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR 6IMULTANEOUSLl° a MINIMUM
MINIMUM BUILDING SHEATHING TO
5T 'e .°0•e .°0•e .°d•e°.ed q NUMBER OF LIFT LATERAL HEADER 9P N HEADER UP L AL WINDOW SILL PLATE
NOMINAL HEIGHT OF TALLEST OPENING?____________________ ��<b�B"�_ a '•' A '• n ° e FULL-WEIGHT _
. _____________________________________ ° o
e 24"O.G.MAX. • •° °O,e! 24"STUD
O.C.MAX. T SIZE LB LB
! STUDS
SHEATHING TYPE. --------------------- 4)._______________________________._____. I/� IN.�_ p'e /•° d'e
STUD SPACING, STUD SPACING
EDGE NAIL SPACING----------------------------(TABLE 10 OR NOTE 4 IF LEGS)._------_--_.-------IN•-,L ° - - •' ° >p. '° 'p. 2 2-2X4 1 271 13Z _ _ ____ __ ___ _ __ ___ ----------
NAIL
FIELD NAIL SPACING.___________________________(TABLE 10) ._________________________________ IN._>� SEE PAGE 4 OF 5 °•• °'• °• >, °' °'
• 4 °•!.. °•• 3' 2-2X4 2 416 198
e•
SHEAR CONNECTION(NJ.OF I6d COMMON NAILS) (TABLE 10).______________________________________ �� '•e .°0•e .e0•e Oe On 'e ."1n•.°O•e•.°d•e•.°0-
.', PERCENT FULL-HEIGHT SHEATHING-----------------(TABLE IO) % _I/ _ '' ° '' a '' n 'e' a°' °' n `.' n 4' 2-2X4 2 554 264 •%
5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'8"(DESIGN CONCEPTS)_________________________ �L ° °,•. e,! s,!
MAXIMUM BUILDING DIMENSION,(L) °0'e °O.e °O.n °0,• 5' 2-2X4 3 693 330
°�.• °
6' 2-2X6 3 831 396 ;___-(_______________________________________________________
NOMINAL HEIGHT OF TA.LEST OPENING?._______________________________________________________�9:C 6'8" L .:C
SHEATHING TYPE_______________________________MOTE 4).____________________________ --------- 1/9 1N.�_ l' 2-2X8 3 910 462
EDGE NAIL SPACING._--------------------------(TABLE II OR NOTE 4 IF LESS)--------------------_IN._I/ •'
_.(TABLE MAXIMUM WALL STUD HEIGHT , STUD SPACING 8' 2-2X12 3 1,108 528 3 • ° •°Oe .•,o° "c'° °o; °oe °n'e .;0•e ,°o'° .°a•ai .
FIELD NAIL SPACING._________________________ II)._________________._____________________IN._�L .SEE PAG ° •. °. °.
SHEAR CONNECTION(ND.OF I6d COMMON NAILS) (TABLE E 4 OF 5 °• o• .°• °,!< o• e,
s" e e e q . •' a •y`•
lu--------- ------ �- 9' 3-2XI0 3 I,241 594 °.! •. ! .S °,! .°•
PERCENT FULL-HEIGHTSHEATHING (TABLE IU ______________________________________- _� RAFTER CONNECTION AND WALL SHEATHING 10' 3-2XI2 4 1,385 660 'o .°O'n .°de ,°0•e O'o°.°0•^YP^•• H °"• °"• s°0•e•°da
5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6' - '° T .ANC OR BOLTS Al
>°
e"(DESIGN CONCEPTS)_____________________ __>L .'
WALL CLADDING II 4-2X10 4 1,524 126 ° � ° ° � ° °. °.
RATED FOR WIND SPE®T._----------------------------- �L ° 3°X3"XI/4"PLATE WASHER °°
'e .40n .°0'e .°0•e .°0'e .°O'e Oa Om -0•e 0•e .°0•e•.°d
5-I ROOFS
WALL OPENINGS - HEADERS
A _
°! °! °! °. °.
m'" a 0•e d•e Oe 0•e .°d•e .°A% .°On .°0•e-.°da°.°0'e•
ROOF FRAMING MEMBER SPANS CHECKED?(FOR RAFTERS USE qWG SPAN TOOL,SE�E tB��BRS WEBSITE) �_ - IN LOADBEARING WALLS ' '
ROOF OVERHANG.______-__________________________(FIGURE is)._______-_---- FT(SMALLER OF 2'OR L/3�L
TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS °
- - '
PROPRIETARY CONNECTORS - '°0c'40°'°0e'°dee0°'40
UPLIFT_____________________________________.(TABLE 12)------------.------------------------U•26_PLF_�L • .. - ,
• n ° ° . ° ° • n ° n • °
LATERAL------------------------------------ ------------------------------------L.-L]6-PLF�L
SWEAR--------------------------------------(TABLE 12).___________________________________-S-=LF
RIDGE STRAP CONNECTION£IF COLLAR TIES NOT USED PER(TABLE 13)-------_---------------------__.T-154-PLF
GABLE RAKE OUTLOOKER._-------------------------(FIGURE 20).____________- 10 FT<SMALLER OF 2'OR L/2 I/ °
TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS '
PROPRIETARY CONNECTORS
UPLIFT.___________..................
_........
(TABLE 14)-------.-----------------------------U.4111 �-
LATERA
No.OF
ROOF SHEATHING
-I6d COMMON NAILS---------.(PERRL160 CMR 5800 AND 59.00)._______________ALB" - STUDS AND HEADERS
ROOF SHEATHING TWICKNEffi--------------------------------------------------------------- IN.)1/16"W5P
--------------- ---------- AROUND WALL OPENINGS
ROOF SHEATHING FASTENINfi-------------------------- (TABLE 2)-_----------_-__--_ _gL
BUILDER CORRAL JOB ADDRESS DESIGN l.:/C�>%1�.:/� - p po DATE ]REVISION DRAWN BY « PAGE SCALERESIDENCE CREATE LIVING SPACE � ��/ 11-3-16a JB �oF� 1/4°=I'0° ✓f3 DeslgTns
5'3 HENRY F. LOR ING RD, ABOVE EXISTING DINING f (I)OGRAL sill-N.GOD)G8 LEAVES E6 AND ORDINANCES•JB DESIGNNSM6dLy�R BGOE MM L I ND WITH
Al-L 12)MUST B61D AND
NEEDFORRCEM�T OF LOCAL SOIL ALL
CoN,ON9 AND dTCGEP ABL (3)ALL�9 RUCNRAL ELEMENDTe F0 0R O ROSTSIGN IINE 0 ZE FY D�TM P.O.BOX T9g °
CENTER V ILLE, MA. ' AND GARAGE. $I FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINSS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERITY DESIGN WITH LOCAL ENGINES?. W H LOCAL NGINEER AND BUILDING OFFIGIA b. HEBTBdR SST46 p y4 az�e %✓8Jy4 95