HomeMy WebLinkAbout0042 IRIS LANE - Health 42 IRIS LANE, CUMMAQUID
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Area=51,873E Ft. i I Sq. r
r o Lot ,2 � 1.00 Acres
Or 1 ( p 21.63) "
1.19 Acres cc o z N Area 43,569E Sq. Sho ea !!
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( 0_�Z�jlp)I I 1 Wm 1.00 Acres l J t
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v � v.�9.t< 1/ CONNOR.; JONN M
., t / . .,• , 41 200 CLARENDaV ST �\
?r/�' B0S70N. MA 0?1f6.
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ZONING SUMMARY„ OWNER OF RECORD — -
ZONING DISTRICT. RF-1 RESIDENTIAL DISTRICT SAi OMU&1. TRAYWICK
P.O. BOX 216
S.F. A 1
MIN. LOT SIZE 43.560WEST HYANNISPORT, MA 02672
MIN. LOT FRONTAGE 20' rf ----
MIN. LOT WIDTH 125' JONATHAN TYLERMIN. FRONT
MIN. SIDE SETBCK SETBACK 35, WEST HYANNISPORT, MA 02672 Ci �- -��' y
MIN. REAR SETBACK 15 LOT 12 BARNSTABI
f/ f.� l
295 LI C MICHAEL J dt KATHLEEN-M BE'JNG•A--,q, --- `iGURAAOr
295 UNCOLN RO
I PV'`i IQ KA a P �`��HYANNIS,=MAzO2601-
v a �lok� �oT/_ �/P 33 �s� 40T-,ttZ- miP �� � � �T�3 �. ��P33S%= ►
p. a... s„r kilOpLR, ilia U"Lti•/7 _. --___ .-- -.__.__ .— - - + owKnwr aoan
2
/ A LWARM MAP(NO SC&O
IV
f � -
1
� bQ
OWELL
IF- no T BENCHMARK
1 f 2*A J TOP OF
J TEL RISER
_ ELEV=71-44'
piwp-
CAR- /
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-7 �f•U
ELECTRIC6-5
EASEMENT j i .40 A ,% A
to
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ELECTRIC EASEMENT
o
IRIS
„4 LANE
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n Cf
11-C3
R
PROPOSED LOT AREA 11
4-%"SF
2�209.
fES:
iLEVATION APPROX. NGVD j ,1
MUNICIPAL WATER IS AVAILABLE 1�
FLOOOZONE C ✓ ._ s f ti
ASSESSORS MAP 334 P/O 51 & 50
ZONING: RFI (FRONT: 30% SIDE, 15', REAR, 15')
SITE PLAN
FOR HISTORIC FILING PURPOSES ONLY
PROP. L O T, IRIS LAND
ARNE �, ✓ r ; ; IN THE TONN OF:
BARNSTABLE,
o ojmA
PIMPARM FM
JONATIIAN TYLRR
30 O 30 60 90 Feet
ARNE 17 GATE PE. PLS 1
-056
SCALE: I a 3W DATE: JANUARY 4. 2005
TOWN OF BARNSTABLE
IPCATION SEWAGE#
VILLAGE CkQLA'16, ASSESSOR'S MAP&PARCEL 3
INSTALLERS NAME&PHONE NO. 7N w � eCy�
SEPTIC TANK CAPACITY \\00
LEACHING FACILITY:(type)T v—, � (size)
NO.OF BEDROOMS
OWNER
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility.(If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
FURNISHED BY
oo --j (S-
Ste' OF
L
TOWN OF BARNSTABLE
LOCATION V-1 TR S JAPE SEWAGE# ;-o 7 3 37
VILLAGE ;,,�,�,, 4 �, —ASSESSOR'S MAP&PARCEL 3 3'J O,S 3
INSTALLERS NAME&PHONE NO. 'R.� �{ C.c9u�S ,*�.c <bni 5o? $`f 0 9 b'7
SEPTIC TANK CAPACITY /SOf> 9A//6,-
LEACHING FACILITY: (type) �'��' C'�pec'�y (size)6.zfIX 2,kS ° XO.Y
-NO.OF BEDROOMS
OWNER
PERMIT DATE: COMPLIANCE DATE: /,A-)3-0 7
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
i40r
I t}
r✓ Fee 16
jEntered in computer:
THE COMMONWEALTH O Mfs ACHUSETMTS
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Application for Dto gal 6pgtem Con0truction Permit
Application for a Permit to Construct O Repair O Upgrade O Abandon O IX.Complete System ❑Individual Components
Location Address or Lot No. T jQ S �q�L Owner's Name,Address;and Tel.No. 7 s7
Assessor's Map/Parcel 1 0a
676
Installer's Name,Address,and Tel.No. ��3tQ c��/p►(J Designer's Nam ,Address and Tel.No.e �rl�1A�! �yv3s n9stkJ
gyp. 03®) 57/ j3vx 97 P�sf F> o rho
_ aAJ34
/Type of Building:
Dwelling No.of Bedrooms Lot Size 761 sq.ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) yvO gpd Design flow provided 'L/6 a" gpd
Plan Date o&S Number of sheets Revision Date
Title
Size of Septic Tank j50,0 Type of S.A.S. /v! ps^ l�in6t
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 En ironmental Co e and not to place the system in operation until a Certificate of
Compliance has been issued b oar o t .
Si ed Date OZ '� 6
Application Approved by Date
Application Disapproved by: Date
for the following reasons
Permit No. 52W3"— 33 Date Issued
�YAIo. Fee
to
hmm
HE OMMONWEAUTH-OF MA A H ETT Entered in computer:
1 f T C S C US S Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,'MASSACHUSETTS
AP
Pliiation for TBiggjoal *pgtem Conotruction' ermit
e
Application fot a P,ermrto Construct O Repair( ) Upgrade( Abandon( .Complete System ❑Individual Components
"r Location Address or LoYNo. - T'R�S rt Owner's Name,Address;and Tel.No." 6 `- -7/
�5'67
Assessor's MapylParcel'
Installer's Name,Address,and Tel.No. F' y �uR^u � Designer's Name,Address and Tel.No,
jlType of Building:
Dwelling No.of Bedrooms 7 Lot Size (o�. sq:`ft---Garbage Grinder ( )
, Other � Type of Building No.of Persons Showers( ) Cafeteria( )
*•� Other Fixtures
Design Fldiw(min.required) gpd Design flow provided V 6 2 gpd
Plan Date �` 57,Z2 ? Nu tier of sheets Revision Date (,<X*
Title t' .«" � A .r'
' Size of Septic Tank /QUO Type of:S.A.S.
�1W
Description of Soil Y z11 ✓
Nature of Repairs of 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 rovisions of Title 5 of the Environmental Co e and not to lac the system in operation
p � place ys ope anon until a Certificate of
ry Compliance has been issued by this-Boarder lth. Al
Sided Date �/� (� " 0�— '
Application Approved b Date
Application Disapproved by: .. Date
for the following reasons
' Permit No. � _ Date Issued
—————————————————— —————— ———
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance '� y......
4
THIS IS TO CERTIFY,that the On-site Sewa.e'Efisposal System Constructed ( ) Repaired (t ) Upgraded ( )
Abandoned( )by
at %r. 5 �d n-r+�wt n has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 7 dated
' Installer Designer
#bedrooms Approved design flow gpd
The issuance ofthis permit shall not be constru d as a uarantee that the system I nct'io
Daten as designed
. , o
�.
Inspector
,'`
_ No. ---�`------------------� Fee --
THE COMMONWEALTH OF MASSACHUSETTS
_ PUBLIC HEALTH DIVISION-BARNSTABLE,-MASSACHUSETTS
i$�JO�aY �ten� Cow6truction Permit
Permission is hereby granted to Construct ) Repair ( ) Upgrade ( ) Abandon ( )
System located at ''rr;��,y �'
l
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title 5 and the following local provisions or special conditions.
Provided: Construction must be completed within three years of the date of this_- t.
Date ? Approved by
f .5
r#
Town of Barnstable
Regulatory Services
s Thomas F. Geiler,Director
• ssxxsrnf�.
mass Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: Sewage Permit# A0 0 7 -3 3 Assessor's Map\Parcel
Designer: 1�6am� 6(Z-a55MA. ( Installer:
Address: Cap)C 97 Address:
�0
qA OZS �
On was issued a permit to install a
(date) (installer)
septic system at �'� � �s �a�� based on a design drawn by
�- (address)
�C)JZMAP L-1�SSAAAJ dated O(�,/I 5/07
(designer)
✓I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the sepLltb
m accordance with State & Local Regulations. Plan revision or
certified ner to follow.
-—`
OF
(Installer Si a e)
NoRMA
a
GROSS8a1sN 4'
Id4: 12705
_ CIVIL
(Designer's Signature) (Affi Here)
ANAL
PLEASE RETURN TO BARNSTABL'E PUBLIC HEALTH DI fl CERTIFICATE OF
COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE
RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU.
Q:Health/Septic/Designer Certification Form 3-26-04.doc
�PyQFTHE pO�y TOWN OF BARNSTABLE
y o� OFFICE OF
0
? BafiB9TSBLS, : BOARD OF HEALTH
9 NABB.
MAY i63q. `4+A' 367 MAIN STREET
a'
HYANNIS, MASS. 02601
February 7, 1990
Mr. William Swift
Bow Lane
Cummaquid, MA 02630
NOTICE TO ABATE VIOLATIONS
Dear Mr. Swift:
On Monday, February 7, 1990, Donna Miorandi, Health Inspector for the Town
of Barnstable, performed an on-site inspection of your property known as
42 Iris Lane, Cummaquid, listed as Assessor's Map 334, Parcel 53, because
of a complaint.
While on site the following violations were observed:
A 55 gallon drum of an unknown substance and automobile tires are stored on
the above property.
ARTICLE XXXIX. CONTROL OF TOXIC AND HAZARDOUS MATERIAL. The Board of Health
requires that containers of toxic or hazardous materials be stored on an
impervious, chemical resistant resistant surface compatible with the material
being stored, and that provisions be made to contain the product in the case
of accidental spillage. Outdoor storage of toxic or hazardous materials is
prohibited, except in product-tight containers which are protected from the
elements, leakage, accidental damage and vandalism, and which are stored in
accordance with all applicable requirements of Section 5 of this bylaw.
t�
MASSACHUSETTS HAZARDOUS WASTE REGULATION: 310 CMR 30.680, 30.690. Each con-
tainer and tank must be clearly and visibly labelled throughout the period
of accumulation with the following:
-the words "HAZARDOUS WASTE"
-the name of the waste (e.g. , waste oil, acetone)
-the type of hazard (s) (e.g. , ignitable, toxic, dangerous when wet, corrosive)
-date on which the accumulation began.
Each container must be in good condition. The drum was unlabelled as indicated
above.
Wastes containing toxic or hazardous materials shall be removed and disposed
of in accordance with the Massachusetts Hazardous Waste Management Act Ch. 704
of the Acts of 1979.
You are directed to correct this violation within forty-eight (48) hours of
receipt of this notice. Please be advised that failure to comply with an
order could result in a fine of not more than $200. Each separate day's
failure to comply with an order shall constitute a separate violation.
PER ORDER OF THE BOARD- OF HEALTH
Thomas T McKean
Director of Public Health
r
Sao 0 51
.5 0 246g5a
SWIFT, WIl L_IAM HARI-RIETT 86
S
BOW LANE BA
BAI-RNSI-ABIL E::' MA 02650 RIF.-
42 IRIS LANE CUMMAQUIT) 7 1 AB
162800
lS 1.5
2. 06
4 .1.71 1. 3
c
:2-,41. 7 A.
2 9S
SWIFT., W I LA I A M P & H A R R I EH T T
42 2018 IRIS LANE
P A.R
i
WWW
February 15 ,1990
Town of Barnstable
Board of Health
367 Main Street
Hyannis , Ma 02601
Dear Sir :
Your letter to me dated. February 7 , 1990 was
addressed to me with a Cummaquid address .
My correct address is Barnstable , Ma 02630 .
The letter had to be forwarded to me in Florida
and that is the reason for the delay in
replying to the same .
' I have never dumped , stored or permitted
anyone else from depositing any materials
on my land in Cummaquid , and I had no knowledge
of any hazard materials being dumped thereon .
I am immediately having the materials removed
and I am going to block the road so that further
dumping should stop . D =11EALTHEvr.NSTA E
I trust that this will meet with your approval ..
Very truly urs ,
T- 1 x i f t [FEB '2 0m
46 Bow Lane
Barnstable , Ma 02630
a'
t
GUIDE TO DETERMINING STATUS AND REGULATORY REQUIREMENTS
This matrix does not reflect ACUTELY Hazardous waste
Regulatory statue Hazard"Waste Management
Waste Oil Management Transport Requirements Management Requirements
Accumulation Limits Accumulation Limits
En-penny PMsor"01
H"ardo w Wade Tkne Volume to Vohrre=Invc��:,n
Volume M Mud can for may Sett Iiocunw+�a��on Ttokft a
TaNa CorrdCatlaln«a Uee Lop w 7ranwoA Nea Pfeoa"�O^wade Op P�y+l Mansee( Hal wad. slandarde �V*ncV
Pwlfor ens/a Ran.a
wade ON Waste ON t)lerwwel�'
N LQG LQG 80 NO LIMIT NO LIMIT 90 NO LIMIT NO LIMIT YES
YES YES
2000 YES YES YES
0 LQG SQG 90 NO LIMIT NO LIMIT 180 6000
I 600 YES YES(w o) YES*M YES
p LQG VSQG 90 NO LUM NO LIMIT NO LIMIT 800
I YES YES
C LQG NONE 90 NO LIMIT NO LUCT N/A NIA N/A YES
A SQG LQG 180 6000- 2000 90 NO LIMIT NO LIMIT YES YES YES
T
I 180 6000— 2000 YES YES YES
O SQG SQG 180 6000— 2000
N SQG VSQG ISO 6000— 2000 NO LIMIT 600 600 YES YEStw o) YESatw) YES
T N/A YES YES YES
O SQG NONE 180 6000* 2000 N/A N/A
VSQG LQG NO LIMIT 800 600 90 NO LIMIT NO LIMIT YES
YESatvh YES(w/o) YES
E
p YES YES
A NONE LQG N/A N/A N/A 90 NO LIMIT NO LIMIT YES
T VSQG SQG NO LIMIT 800 600 180 6000— 2000 YES YES YEScttw) YES(w/0) YES
O VSQG VSQG NO LIMIT 600 600 NO LIMIT' 600 600 YES YES YES
D VSQG NONE NO LIMIT 600 600 N/A N/A N/A YES YES
g YES YES
p NONE SQG N/A N/A N/A 180 600r 2000 YES
NONE VSQG N/A N/A N/A NO LIMIT 800 600 YES YES YES
• _A matufest may be used for the VSQG category unless self transported
••_ exceed 6,000 kilograms and Litecontainer accumulation cannot exceed 2,000 kilograms.
When accumulating in both tanks and containers,the total accumulation cannot
Definitions: RejadatorT Status �{ilostzsmslMonth (Cenoration) Conversions: KiloAransPounds Gallons(varies by substance)
LQG 1000 OR MORE 100
SQG 100-999 600 1320 150- 165
VSQG "LESS THAN 100 1000 2200 250-265
2000 4400 600-550
11 6000 13,230 1500- 1650
ih vpi
In
Determine your generator status and regulatory requirements
Two activities determine-your generator category: the rate ;
at which you generate and how much you store (accumulate) . The
amount and length of time you
can accumulate your wastes will
vary according to the type of
e.
A Large Quantity Generator—(hQa)Fgenerates more than 1,000
kilograms (22o0 lbs. ) ofihazardous--waste in a month, or more than
1 kilogram of acutely hazardous waste (acutely hazardous waste is
listed in the Massachusetts regulations, 310 CMR 30. 136) . The
waste must be shipped within 90 days. There is no limit to the
amount which can be accumulated.
A-.-Small-Quantity Generator (SQG) generates less than 1, 000
kilograms in a monfh�, and/or less than 1 kilogram of acutely
hazardous waste. The waste must be shipped within 180 days and
is limited to 6000 kilograms in underground tanks and 2000
kilograms in above ground containers.
A Very Small_ Quantity Generator (VBQG)-generates less than
100 kilograms in a month and generates-no-acutely hazardous
waste.
To understand how you are regulated, estimate your maximum
monthly volume of waste oil and your maximum monthly volume of
all other hazardous waste. The Guide to Detennining Status and
Regulatory Requirements on page 5 will assist you.
Example:
Your firm generates 55 gallons of spent solvent and 500
gallons of waste oil in a month. According to the Guide (see
conversions) , you are a Small Quantity Generator (SQG) of
hazardous waste because you produce more than 100 kilograms but
less than 1000 kilograms, and a Large Quantity Generator (LQG) of
waste oil because you produce more than 1000 kilograms. Your
regulatory status will be found in Line 2 .
You may accumulate your' solvent for as long as 180 days, or
until you have reached a volume of 2000 kilograms (500 gallons)
in containers (see page 10) , whichever happens first (Column 2) .
You must ship your waste oil every 90 days, regardless of the
volume (Column 3) . You must obtain an EPA Identification Number
and use a manifest for both wastes (Column 4) . You must manage
your waste according. to the accumulation area standards on page 8 .
and you must fulfill the emergency preparation and response
requirements on page 11. You are not required to file an annual
report or a contingency plan or provide full personnel training,
which is necessary for larger generators.
4
03/08/2007 15:50 6175362879 CONNORS FAMILY OFFIC PAGE 03
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1
W PLAN REFERENCE:BARNSTABLE COUNTY REGISTRY OF DEEDS PLAN BOOK 400,PAGE 82.
r".
350-00i
.iY
N/F Cantinngnid Golf Club
73.28'
\ 54
c \
�54
— — 5.6
\ 58
60
61.0 --
-56
334-052
N/F Lapine 59.0 \ __ - -
58
(Vacant)
` Proposed _ ho
4 Bedroom Dwell�g
^► F.\FI. = 63.35 / 334-010-002
30'
_ N/F Mannin
(V t
15 Gallon
59 eptic Tank /
w
\ 64'
'62
#259.4
® 0 1
\ ti •� 61.0 \
59.0 Res nie � � \
5 - 62
5635?.9 � � \ \
60
6 b
h
.68
L 57.6 '
LOT 15
89,�/62+/- S.F. 334-0ro-003
\ N/F Geminiani
IRIS
� —62
Hyd
LANE 69.
64
bs, WS 66
68
o� B.iW. -68.7 LEGEND
68: ��. O Hydrant Spindle J
(9ssumed) s
Exist. Spot Elev............. 35.3
Exist. Contour................ - - - -36 - - - -
Prop. Spot Elev.............. 35.9
Prop. Contour................. 36
\ Setback Dimension........ _ _ 13'
\ Perc. Test Location........
C Prop. Water Service...... _may_
e Com oaw�alr6 \ \
PanyEaseEn�a�ic
LOT COVERAGE
LOT AREA = 89,762 S.F. = 100.0%
Dwelling = 2,729 S.F. = 3.04%
Porch/Deck = 1,010 S.F. = 1.13%
1
86.9
s, Total = 3,739 S.F. = 4.17%
REVISION DATE BY
I t __ Of
u• �
CO) ` —� 3►
a SIT SEWAGE
NORMAN
r rf g. GF40SSMAN
f� DISP SAL PLAN L> No. v L05
_ 0C U�v,n p
��� `d LOT 15 HSE. #42 IRI LA qe's« �
7 S LANE
oION,1
r a1hm�,nt P:d
�* APtfie p, kaiestgn � CUMMAQUID9 MMA•
Cape Mid
APPLICANT: NORMAN
ENGINEER: GOOSISMAN it}
Gerry Walsh Norman Grossman, PE, RLS No. 1277E
endence 0 a 19 Windward Street P.O.Box 97
Mashpee, MA East Falmouth, MA 02536 - CcL Lx-`
LOCUS MAP 508-548-1920
MAP SEC PAR LOT ZONE. FLOOD ZONE MAP SCALE DATE SHEET NO. PLAN NO.
334 053 15 RF-1 C 25001 0001 D 1"=40' June 15, 2007 1 OF 2 H-1003-1
SEPTIC SYSTEM PROFILE
FIRST FLOOR NOT TO SCALE
ELEVATION 63.35 FIN.GRADE AT FIN. GRADEOVER
FOUNDATION SEPTIC TANK FIN..GRADE OVER FIN. GRADE OVER
61.0 60.7 DISTRIBUTION BOX SOIL ABSORPTION SYSTEM
TOP FOUNDATION 60.0 INSPECTION
ELEVATION +r r 60.0
PORTS
62.2 + + _
(2 Req.)
+ RISER SET TO INVERT AT + 6"OF FINISHED GRAINED
FOUNDATION T
2"MIN.DOUBLE WASHED I/8"-I/2"STONE
ELEVATION 59.00 y + OR APPROVED FILTER FABRIC
3„ 57.00
+ c
�z -
58.70 58.45 t sur,T
xx /
+ 1500 GALLON _ 57.85
.02
SEPTIC TANK
+
+ � - H-10 LOADING /
BASEMENT FLOOR GAS BAFFLE ON OUTLET TEE ELEVATION 54.4 3 HOLE DIST. BOX 4.00' S INFILTRATORS @ 6.25'=31.25' 4.00' 54.50
+ i _
TO E SET ON A LEVEL TOTAL EFFECTIVE LENGTH=39.25'
'
+ AND STABLE BASE TOTAL EFFECTIVE WIDTH= 10.83'
+ + =
SEPTIC TANK SET LEVEL AND TRUE TO GRADE TOTAL EFFECTIVE DEPTH 2.00'
ON 6" CRUSHED STONE BASE ON
MECHANICALLY COMPACTED NATURAL MATERIAL
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SOIL EVALUATION 410134't
DESIGN DATA HIGH CAPACITY INFILTRATOR CHAMBER
DATE OF TEST: JAN. 29, 2007 6.25'x 2.83'x 0.92' --- H-20 LOADING
NUMBER OF BEDROOMS................... 4
LOGGED BY: DAVID FLAHERTY, R.S. (OR APPROVED EQUAL)G.P.D./BEDROOM................................ 440 G.P.D. WITNESSED BY: DON DESMARAIS SOIL ABSORPTION SYSTEMTOWN OF: BARNSTABLE
TOTAL DAILY FLOW............................ 440 G.P.D. pERC RATE: <2 MIN/IN
GARBAGE DISPOSAL
NOTES:
LEACHING REQUIRED........................ 440 G.P.D. SOIL CLASS: I ( 0.74 GALS./S.F.)
LEACHING PROVIDED........................ 462 G.P.D. GROUND WATER: NONE ENCOUNTERED 1. ELEVATIONS BASED UPON AN ON-THE-GROUND SURVEY.
SEPTIC TANK REQUIRED................... 1500 GAL. 2. DATUM BASED UPON BARNSTABLE GIS.
SEPTIC TANK PROVIDED................... 1500 GAL. 0" 59.4 TEST PIT#1 0" 57.9 TEST PIT#3 3. PROPERTY LINE INFORMATION FROM BOOK 400,PAGE 82. sq
1 . 4. NORTH ARROW NOT TO BE USED FOR SOLAR ORIENTATION.
6" O/A LOAMY SAND 4 A/E LOAMY SAND 5. ALL PIPING TO BE CAST IRON OR SCHEDULE 40 PVC. . naknre Gam,
SIDEWALL AREA...........................I..... 200.3 S.F.
BOTTOM AREA.................. 425.2 S.F. LOAMY SAND LOAMY SAND 6. ALL SYSTEM COMPONENTS TO BE INSTALLED IN ACCORDANCE GROSSM.AN N
•••••••'••... WITH SEC TITLE V AND LOCAL BOARD OF HEALTH REGULATIONS. No. 12705
TOTAL AREA........................................ 625.5 S.F. I OYR 6/8 1 OYR 6/8 7. NO CHANGES TO LOCATION/ELEVATION OF SYSTEM COMPONENTS CNiL
TOTAL AREA X 0.74 G.P.D./S.F........... 40" B 56.0 35" B 55.0 WITHOUT WRITTEN APPROVAL OF ENGINEER AND BOARD OF HEALTH. E�
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THE SPECIFICATIONS FOR THIS BUILDING AND SNA_LL TAKE PRECEDENCE
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112�-A MR INC. MANUFACTURER'S INSTRUCTIONS ETC.SHALL BE CONSIDERED AS PART OF
DONALD A. GARDNER, THE SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PRECEDENCE
SHEET OF DR A R C H I T T E C T S • P L A N N E R S OVER ANYTHING SHOWN,DESCRIBED,OR IYPUED"ERE SAYE ARE AT III
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DESIGN NO. - '`OR ALL FEDERAL STATE,AND LOCAL CODES.ORDINANCES,REGULATIONS AND
112 MANUFACTURER'S INSTRUCTIONS ETC.SHALL BE CONSIDERED AS PAM OF
DONALD A. GARDNER, INC. THE SPECIFICATIONS FOR THIS BUILDING AND SNAEL TAKE PRECEDENCE
SHEET OF, DR A R C .H I T E C T S P L A N N. E R S GVER ANYTHING SHOWN,DESCRIBED,OR IMPLIED WHERE SANE ARE AT
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P.0. B 0 X 2 6 1 7 8 GREENVILLE S.C. • 2 9 6 1 8 YOU ARE RESPONSIBLE FOR DETERMINING AND ENSURING COMPLIANCE
SECTIONS s 8 64 • 2 8 8 • 7 5 80 WITH ALL APPLICABLE CODES AND MANUFACTURER'S REQUIREMENTS.
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.DESIGN A `® - ALL FEDERAL.STATE,AND UOCAL CODES.ORDINANCES,REGULATIONS AND
IIz,-A MIz DONALD A. GARDNER, INC.
MANUFACTURER'S INSTRUCTIONS ETC.SHALL BE CONSIOCRED AS PART OF
- THE SPECIFICATIONS FOR THIS BUDDING AND SHALL TAKE PRECEDENCE
SHEETa OF OR ' A R C H I T E C T S - • P L. A N N E R S OVER ANYTHING SHOWN.DESCRIBED•OR IYPUID WHFAE SAYE ARE AT
S S - TSR • VARIANCE.THESE PLANS APE NOT DRAWN FOR ANY PARTICULAR MULE.
P.0. BOX 2.6 1 7 6 • GREENVILLE S.C. • 2 0 6 16 YOU ARE RESPONSIBLE FOR DETERMINING AND ENSURING COMPLWICE
STRUCTURAL PLAN 6 6 4 2 6 6 7 S 6 O WITH ALL APPLICABLE CODES AND MANUFACTURER'S REQUIREMENTS.
wW W.dongardn9r.com/8P
A complete TJ-Xpert framing plan re 'qul.rea the Trus Joist Framer's Pocket Guide CREATED BY �Sl.
See Trus*Foist Framer's Pocket Guide for Product Trademark Information JOB COMMENTS ®�TA Pert.
Mid-Cape Home Centers
Im
0 NOTE ALL DIMENSIONS.AND MATERIAL DETAILED MAINTENANCE PO BOX 1418
MUST BE VERIFIED PRIOR TO MANUFACTURING. 42 IRIS LANE 465 ROUTE 134
80 CUMMAQIIID, MA sovTH DENNIS,5083986071 N 660
X144987 �
44 FAX: 5083984559
YV
f 9. S. so 2. 4. --12• 8" 1W 2. q"I 3' 8^ a. f g.- a' 19' 4 lr S^
JOIST.AND BEAM LIST
Plot ID Length Product Plies Qty
O Rml a
A3 A3 Al 44' 11 7/8" TJI 230 joist 1 5
A7 _ A2 38' 11 7/8" TJI 230 joist 1 16
RMl -- - A3 32' 11 7/8" TJI 230 joist 1 2
A4 28' 11 7/8" TJI 230 joist 1 11
A5 20' 11 7/8" TJI 230 joist 1 4
A6 18' 11 7/8" TJI 230 joist 1 7
. A7 16' 11 7/8" TJI 230 joist 1 1
A8 14' 11 7/8" TJI 230 joist 1 17
A9 12' 11 7/8" TJI 230 joist 1 2
A10 10' 11 7/8" TJI 230 joist 1 4
d
M1 22' 1 3/4" x 9 1/2" 1.9E Microllam LVL 4 4
,g M2 14' 1 3/4" X 9 1/2" 1.9E Microllam LVL 4 4
£ M3 8' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2
M4 4' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2
M5 28, 1 3/4" x 11 7/8" 1.9E Microllam LVL 4 4
A A3 M6 26' 1 3/4" x 11 7/8" 1.9E Microllam LVL 4 4
Rm1 M7 20' 1 3/4" X 11 7/8" 1.9E Microllam LVL 2 4
A10
A3 A3 ro M8 6' 1 3/4" x 11 7/8" 1.9E Microllam LVL 1 1
M9 4' 1 3/4" x 11 7/8" 1.9E Microllam LVL 1 2
Rm1 Rm1 M10 18' 1 3/4" x 14" 1.9E Microllam LVL 4 4
A3. 4 M11 20' 1 3/4" x 16" 1.9E Microllam LVL 4 4
e £ Rm1 ACCESSORIES LIST
B1
Plot ID Length Product Plies Qty
A3
cs cs s _a41 1 1 2 3/4^ Rml 18' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 18
1 - A10 1 +4 Al Bkl 1' 1 11/16" 11 7/8" TJI 230 Blocking Panels 1 24
wl,£ Bkl* 5' 3 1/2"- 11 7/8" TJI 230 Blocking Panels 1 1
- + 1O a Bk2 9 11/16" it 7/8" TJI 230 Blocking Panels 1- 30
Bk2* 11 1/2" 11 7/8" TJI 230 Blocking Panels 1 1
**NOTE** PLEASB VERIFY BIIMPOIIT INTO Mg A3 shl 4' x 8' 23/32" Panels (24" Span Rating) 1 68
i
2- sa Bk*, Random length blocking panel cuts
GARAGE. FOUNDATION PLAN AND FLOOR PLAN
S LOACTION.
A3 a 3/4^ Bk, Blocking Panels; Rm, Rim Board
DO NOT AGREE AT THI
A3 S
...
IL
a54 7 cs LEVEL NOTES
Ma 5.. Hq M11 .. 1 :: -CS M10
a e R a ro File Name: DETAILED MAINTENANCE - 42 IRIS LANE.JOB
a a3
Level Name: FIRST FLOOR
Plotted: 7/12/2007 12:08
— E d Design Status:
FIRST FLOOR....7/12/2007 11:33
, SECOND FLOOR...7/12/2007 11:33
- ROOF...........7/12/2007 11:33
NOTE: Level design times indicated above provide
- assurance for proper level stacking.
1 Design Methodology: ASD
Floor Area Loading Is:
R •g .y _ •fi A9 J' 1
40psf Live Load and 12 psf Dead Load
A10
A10
A9 - Maximum Joist Deflection:
-A3 3 A3 A3 1 A3 L/480 Live:Load
L/240 Total Load
TJ-Pro Rating Information:
Weighted Average: 50
Lowest Rating: 38
Highest Rating: 70
Glued & Nailed Decking is Required
�—=9, a^ ► F--g, a^—�f—r s^ 3' e^ a^ E' a' a^ a' a^ E.— a' a^ v' e^ _ Direct Applied Ceiling of 1/2" Gypsum is Required
I I I 1 X 4 Strapping is Required
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.C. Spacing = 16"*
SYMBOL LEGEND *Unless noted.otherwise
Note from Operator "� � "
HANGER LIST - Simpson Strong-Tie Company, Inc.® Layout Scale: 1/8 1
Point Load
Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes Line Load
SYSTEM WARNINGS
Page 1 of 3
H1 3 IIIT3512 10-N10 2-N10 = Area Load
3 skew cut joist ends at all skewed H2 2 HII9 18-10d 6-N10
support locations. H3 1 HGLTV7.12X Depthl4 6-16d 12-16d 6-16d Detail Callout Label
H4 2 EG07.25(H=16) 28-SDS1/4x3 12-SDS1/4x3 0 (See Framer's Pocket Guide) FOR THE TJ-XP E RT WARRANTY
- H5 1 HGUS7.25/10 46-16d 16-16d double shear Required Bearing Length in inches. SEE FRAMER"S POCKET GUIDE
Hanger. Notes: (Adequate bearing has been provided if TJ-Xper#6.42(#693)C6.42 06.42 S6.42 P6.42
earing length is not indicated.)
A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide
See Trus Joist Framer's Pocket Guide for Product Trademark Information
AIRE
11 ®�TA ert®
p
PREII���.�Rl`URa91G T~4w
I II so,
i 9. S —i ... it 4^ @' 4 11/16'{ a' -e'—� a' 19' a 1/2"_ .._ �I HANGER LIST - Simpson Strong-Tie Company, Inc.®
II Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes
81 33 IUT3510 8-N10 2-N10
H2 4 IUT9 8-N10 2-N10
H3 2 LUS48 6-10d 4-10d IS
E4 1 LUS48 6-16d 4-16d DS
H5 1 LUS410 8-10d 6-10d IS
Hanger Notes:
JOIST AND BEAM LIST
Plot ID Length Product Plies Qty
m _ Al 12' 9 1/2" TJI 230 joist 1 27
A2 10' 9 1/2" TJI 230 joist 1 3
Joists By;Others M1 12 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 2
M2 12' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 12
M3 4' 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 1
M4 16' 1 3/4" x 14" 1.9E Microllam LVL 2 2
M5 24' 1 3/4" x 18" 1.9E Microllam LVL 3 3
P1 10' 5 1/4" x 9 1/4" 2.0E Parallam PSL 1 1
� ro
ACCESSORIES LIST
2-
Plot ID Length Product Plies Qty
m �
Rml 18, 1.1/4" x 9 1/2" 1.3E TimberStrand LSL 1 4
Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 17
Bso Rm, Rim Board
P1
1 Joists By other- HEADER LIST
m m
Joints By Others I Plot
1Hd1 D ZO 3 12"
Length Product
tx 18" 2.0E Parallam PSL Plies Qty
-B80
O - - -
es cs j LEVEL NOTES
BBo File Name: DETAILED MAINTENANCE - 42 IRIS LANE.JOB
« a w w Level Name: SECOND FLOOR
n g 1 Plotted: 7/12/2007 11:58
ea
Design
F RSTtFLOOR....7/12/2007 11:33
2 M1 SECOND FLOOR...7/12/2007 11:33
a 84 HS M2 82 Joists By Others
ROOF.. 7/12/2007 11:33
Ia Joist-By others Joists By Others NOTE: Level design times indicated above provide.
assurance for proper level stacking.
a
A3
Design Methodology: ASD
Floor Area Loads Vary:
Nz 3 3 Nz 10 to 40psf Live Load and 10 to 12psf Dead Load
1 operator added additional loads.
r s snc^ Na "° Maximum
L/480 Live Load Joist Deflection:
2 L/240 Total Load
TJ-Pro Rating Information:
Weighted Average: 53
Lowest Rating: 51
Highest Rating: 63
11.4
Glued a Nailed Decking is Required
1a �—11' 4^— r� 3 5/1 � a a1 5 e^—► 2- 4^�e' a1 4^ SYMBOL LEGEND Direct Applied Ceiling of 1/2" Gypsum is Required
I 1 X 4 Strapping is Required
Point Load Floor Decking: 23/32" Panels (24" Span Rating)
Line Load Normal O.C. Spacing = 16"*
*Unless noted otherwise
Area Load
BBO Beam By Others Layout Scale: 1/8" = 1'
O Detail Callout Label
CREATED BY JOB COMMENTS (See Framer's Pocket Guide)
SYSTEM WARNINGS Page 2 of 3
Hd-t Header, and -t indicates quantity of 2x_ 9
3 Skew cut joist ends at all skewed Mid-Cape Home Centers DETAILED MAINTENANCE trimmers required at ends
Skew cut
location-. PO BOX 1418 42 IRIS LANE
465 ROUTE 134 CUMMAQUID, MA Required(Adequate bearingLhastbeen h in a=ov aea if FOR THE TJ-XPf RT WARRANTY
SOUTH DENNIS,
V,987660 bearing length is not indicated.) SEE FRAMER'S POCKET GUIDE
FAX: 5083984559 TJ-Xpert 6.42(#693)C6.42 D6.42 S6.42 P6.42
complete TJ-Xpert framing A come g plan requires the Trus Joist Framer's Pocket Guide CREATED BY
See Trus Joist Framer-s Pocket Guide for Product Trademark Information TA Pert.
is Mid-Cape Home Centers
• PO BOX 1418 JOB COMMENTS
465 ROUT, 134 �I �
80, — I SOU5083986071 �Xs44987660 DETAILED MAINTENANCE ``/ ((NII
FAX: 5083984559 42 IRIS LANE
CLTMIIU1QIIID, MA
HANGER LIST Simpson Strong-Tie Company, Inc.®
Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes
Hi 2 HHUS48X D45 22-10d 8-30d double shear
El 2 LSTA 9 4-10d x 1-1/2
Hanger Notes:
JOIST AND BEAM LIST
Plot ID Length Product Plies Qty
M1 14, 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 4
M2 18, 1 3/4" x 16" 1.9E Microllam LVL 2 2
M3 32' 1 3/4" x 18" 1.9E Microllam LVL 2 2
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_2 LEVEL NOTES
£ ro File Name: DETAILED MAINTENANCE - 42 IRIS LANE.JOB
Level Name: ROOF
Plotted: 7/12/2007 11:58
M3
Design Status:
2 al FIRST FLOOR....7/12/2007 11:33
5 ills^ 5 ilia^ __ SECOND FLOOR...7/12/2007 11:33
ROOF...........7/12/2007 11:33
£ ro NOTE: Level design times indicated above provide
assurance for proper level stacking.
Design Methodology: ASD
Roof Area.Loading is:
35psf Live Load (115% LDF) and 20 psf Dead Load
Operator added additional loads.
Maximum Joist Deflection:
L/360 Flat Roof - Live Load
L/240 Sloped Roof - Live Load
L/240 Flat Roof -Total Load
L/180 Sloped Roof - Total Load
Layout Scale: 1/8" = 1'
SYMBOL LEGEND
� Point Load
Line Load
Area Load
BBO Beam By Others
Required Bearing Length in inches
(Adequate bearing has been provided if
bearing length is not indicated.)
Page 3 of 3
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
TJ-Xpert 6.42(#693)C6.42 D6.42 S6.42 P6.42
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