HomeMy WebLinkAbout0180 PINQUICKSET COVE CIR - Health Tn
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AFFIDAVIT
OF
ROBERT E. FLYNN
I, Robert E. Flynn, hereby depose and say as follows:
1. I own the property located at 180 Pinquickset Cove Circle, Cotuit, Massachusetts.
2. On my property,there is a detached structure which I previously used as a family
apartment in accordance with a Special Permit issued by the Zoning Board of Appeals in
1989.
3. 1 will not use that structure or allow that structure to be used by anyone as a second,
independent single family structure.
4. That structure will only be used by me as a guest house for temporary visits by my family
and invited guests.
5. If in the future I desire to change the use of that structure, I will notify the Town Building
Department and obtain any approvals which may be needed in connection with such
change in use.
Signed under the pains and penalties of perjury thi��day of February 1999
?obert . Flynn
JACOC FLDNIISCTLYNN.AFF
°FSF1E Tp�
The Town of Barnstable
BMWSTABM
9cbA 1639. Department of Health Safety and Environmental Services
lFo�e+A Building Division
367 Main Street,Hyannis MA 02601
Office: 508-862-4028 Ralph Crossen
Fax: 508-790-6230 Building Commissioner
TO: Jack Gillis, Supervisor,Consumer Affairs
FROM: Gloria Urenas,Zoning Enforcement Officer
RE: 180 Pinquickset Cove Road,Cotuit
DATE: March 3, 1999
Following please find a chronological summary of activity relative to the above referenced property:
1/21/98 Initial Notice sent by Ralph Crossen relative to the status of the family apartment.
2/18/98 Second letter sent by Ralph Crossen requesting status information-and affidavit for
family apartment.
3/16/98 Third letter sent by Ralph Crossen stating that a violation exists.
4/3/98 Inspection attempted by Tom Perry revealed no one home. Re-attempt inspection in 10
days.
4/3/98-6/30/98 Periodic visits made by Tom Perry revealing no one living on premises.
6/30/98 Visit revealed no sign of living on premises.
7/21/98 Visit revealed no activity. It should be noted that a car was observed parked in the
driveway.
7/22/98 Spoke with the owner and informed him he had to apply to the Zoning Board of Appeals.
The owner indicated he would apply.
7/27/98 Letter sent to owner re: appeals.
8/22/98 Matter referred to Jack Gillis for follow-up letter.
8/24/98 Attorney John Lynch called and indicated he will be back to see if he can apply for a
variance. 1-(617)5 89-3 820.
10/20/98 Attorney Gavin Cockfield called (617)589-3869 and requested the Town allow three
days before pursuing legal action. Atty. Cockfield agreed to contact us by 10/23/98.
q:fami1apt:cs005 071
11/13/98 Attorney indicated he is going to make an appointment with the Building Department for
inspection of premises.
11/17/98 Attorney referred us to Mr.Flynn's sister,Mrs.Davis,420-2757 to arrange an
appointment to check apartment.
1/8/99 Inspector Perry met with Mrs.Davis and demonstrated the premises constituted a full-
fledged apartment. Mrs.Davis was informed that the kitchen must be removed.
2/5/99 Attorney was supposed to send a letter and take out a building permit for the removal of
the kitchen.
2/19/99 There has been no progress as of this date.
glamilaptxs005 071
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SARNSTABUF.
E' hi The Town of Barnstable
Department of Health Safety and Environmental Services
Building Division
367 Main Street,Hyannis MA 02601
Office: 508-862-4038
Ralph Crossen
Fax: 508-790-6230
Building Commissioner
July 27, 1998
Mr.Robert E.Flynn
67 Abbott Road
Wellesley MA 02181
RE: 180 Pinquickset Cove Circle otuit(Map#5/Parcel#71)
Dear Property Owner:
Our records indicate that your house at 180 Pinquickset Cove Circle is currently being used as a two-family
home contrary to Barnstable Zoning Ordinances. You must contact this office as soon as possible to either:
1) apply for a building permit to restore the property to a single-family home
2) apply to the Zoning Board of Appeals for a variance
3) prove that this is a legal two-family.
You must contact this office immediately to tell us what direction you wish to take.
Sincerely,
Gloria M.Urenas
Zoning Enforcement Officer
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MAILING LIST FOR 106 FALMOUJ " ROAD SITE-MASHPEE,MASSACHUSETTS
DATE: AIL q/h,,� FILE NO.
DOCUMENT: tutttti 1 2
3
ADDRESSEE "reg.cc:" "blind cc:" VIA ENT 01
Massachusetts Dept.of Environmental Protection 11L.1, iVEO +.
Southeast Regional Office „�� R I-
20 Riverside Drive APR 8 1998 �"�
Lakeville,Massachusetts 02347 ✓ `(�(� TOWN OF NSTABLE
�Attn: Mr.Gerard Martin,Acting Chief HEAL DEPT
Attn: Mr.Mark Wood,Project Manager y� n
Massachusetts Department of Public Health r
Environmental Health Assessment
250 Washington Street,7ib Floor
Boston,Massachusetts 02108
Attn: Ms.Elaine Kroueger,Chief,Env.Toxicology
Mashpee Board of Health
16 Great Neck Road
Mashpee,Massachusetts 02649 1
Attn: Mr.Elias McQuaid,Chairperson
Mashpee Board of Selectmen
P.O.Box 1108
16 Great Neck Road
Mashpee,Massachusetts 02649
Attn: Ms.Judith Mills,Chairperson
Cotuit Water Company
P.O.Box 451 `
Cotuit,Massachusetts 02635 ✓ ,[ �
Attn: ,S hlel�
Mashpee Public ' rary
P.O.Box 657
Mashpee,Massachusetts 02649
Barnstable County Dept.of Health and the Environment
Superior Court House
P.O.Box 427
Barnstable,Massachusetts 02630
Attn: Mr.Stetson Hall
`Barnstable Board of Health
Town of Barnstable
367 Main Street j ✓
Hyannis,Massachusetts 02601 f
Attn: Edward F.Barry
Thomas&Betts Corporation
452 John Dietsch Blvd. ✓ �,.''"'�,G,
Attleboro Falls,Massachusetts 02763
Attn:Mr.William Frigon
Thomas&Betts Corporation
1555 Lynnfield R%d
Me
,"his,Tennessee 38119
_ p►ttn:Mr.Om Chopra a ✓
/Attu:Mr.Michael Geiger,Esq.
Hale&Dorr
1455 Pennsylvania Avenue
Washington,DC 20004 /
Attn: Mr.Jeffrey J.Davidson,Esq.
Willowbend Development Corporation j
130 Willowbend Drive
Mashpee,Massachusetts 02649
Attn: Mr.Bruce A.Besse,Jr.,V.P.
IN-HOUSE COPIES
Michael A.Powers,P.E.,LSP
Hilary Downes Fortune,P.G.
File Copy
I obslenO3/75l-l3.hd addres-a.doc /� �1'Gy-
isi � �u,�,:jyf Ica . 5 Jt�rc i�L.v
i
Thomas&Betts Corporation
452 John Dietsch Blvd.
P.O. Box 2510
Attleboro Falls, MA 02763
(508) 699-9800
Facsimile (508) 695-8111
Tr®fi7as6 Befts
2
3
April 24, 1998
Robert and Regina Flynn REcavEO
30 Lincoln Road °" APR 28 1998
Wellesley, Massachusetts 02181 TDwNEOAF RNsraa�
HEALTH DEPT C
41
.\ /.
Dear Mr. and Mrs. Flynn:
Attached Please find the laboratory results of the analysis.of your wellw Re ; w)'iich we recently
sampled at your property located at 180 Pinquickset Cove Road in Cotuit, Massachusetts. The water
sample, designated as RW-5, was collected by GZA GeoEnvironmental, Inc. and analyzed by the
Mitkem Corporation laboratory. No Volatile Organic Compounds (VOCs) were detected in your well
water. The Department of Environmental Protection has been provided a copy of these results.
As you may recall, the contaminants of concern at the 106 Falmouth Road Site were industrial solvents
and cleaners,potentially related to historic operations at that facility. To test for such materials, the
OCs specified by the EPA's testing method. That is why the
laboratory analyzes for the range of V
Laboratory Analysis Report covers such a long list of organic compounds.
Beside the list of compounds are two columns of data. The first column shows the concentration of the
compound in pars per billion (ppb) found in the water sample. The letters "ND" mean the compound
was not detected. The second column shows the lowest level at which the laboratory could accurately
quantify the compound.
We appreciate your allowing us to come. in and test your water. If you have any questions, please do
not hesitate to call Tom McShane at.Thomas & Betts (508-699-9820).
Sincerely,
William O. Frigon
Attachment: Laboratory Analysis Report
cc: Town of Barnstable Board of Health
Mark Wood, DEP
FMITKENI
CORPORATION
U.
APR 2 0 1998
J= --7L=1r9715�JU April 16, 1998
GZA GeoEnviromnental, Inc.
140 Broadway
Providence, RI 02903
Attn: Ms. Hilary Fortune
RE: Client Project#: 31751.13, Cotuit Well Sampling (IRA)
Lab Project#. E0533
Dear Ms. Fortune:
report of the required analyses for the samp
les.associated
Enclosed lease find the data repo q y
P
with the above referenced project. If you have any questions regarding this report,please
call me.
We appreciate your business.
Since ,
Edward A. Lawler
Laboratory Operations Manager
175 Metro Center Boulevard • Warwick,Rhode Island 02886-1755 • (401) 732-3400 • Fax (401) 732-3499
email: mitkem@worldnet:att.net
Client: GZA GeoEnvironmental, Inc.
Client Project: 31751.13, Cotuit Well Sampling (IRA)
Lab Project: E0533
Date samples received: 4/13/98
Project Narrative
This data report includes the analysis results for two (2) aqueous samples that were received
from GZA GeoEnvironmental, Inc. on April 13, 1998. Analyses were performed per
specification in the Chain of Custody form. For reference, a copy of the Mitkem Sample Log-
In form is included for cross-referencing the client sample ID and laboratory sample ID.
All of the analyses were performed according to method specifications. No unusual
occurrences were noted during sample analysis.
This data report has been reviewed and is authorized for release as evidenced by the signature
below.
h
Edward A. Lawler
Laboratory Operations Manager
00
I .
CORPORATION
Analysis Report: Purgeable Volatile Organics
Client: GZA GeoEnvironmental, Inc. Analysis Date: 4/13/98
Client ID: RW-5 Concentration in: ug/L
Lab ID: E0533-01 Dilution: 1
Analysis: Method 524.2
Reporting
Analyte Results Limit
Dichlorodifluoromethane ND 0.5
Chloromethane ND 0.5
Vinyl chloride ND 0.5
Bromomethane ND 0.5
Chloroethane ND 0.5
Trichlorofluoromethane ND 0.5
1,1-Dichloroethene ND 0.5
Methylene chloride ND 0.5
trans-1,2-Dichloroethene' -ND 0.5
1,1-Dichloroethane ND 0.5
2,2-Dichloropropane ND 0.5
cis-1,2-Dichloroethene ND 0.5
Bromochloromethane ND 0.5
Chloroform ND 0.5
1,1,1-Trichloroethane ND 0.5
Carbon tetrachloride ND 0.5
1,1-Dichloropropene ND 0.5
Benzene ND 0.5
1,2-Dichloroethane ND 0.5
Trichloroethene ND 0.5
1,2-Dichloropropane ND 0.5
Dibromomethane ND 0.5
Bromodichloromethane ND 0.5
cis-1,3-Dichloropropene ND 0.5
Toluene ND 0.5
trans-1,3-Dichloropropene ND 0.5
1,1,2-Trichloroethane ND 0.5
Tetrachloroethene ND 0.5
1,3-Dichloropropane ND 0.5
Dibromochloromethane ND 0.5
1,2-Dibromoethane ND 0.5
Chlorobenzene ND 0.5
1,1,1,2-Tetrachloroethane ND 0.5
Page 1 of 2 E0533-01
CORPORATION
Client ID: RW-5 Lab ID: E0533-01
Reporting
Analyte Result Limit
Ethylbenzene ND 0.5
Xylenes (total) ND 0.5
Styrene ND 0.5
Bromoform ND 0.5
Isopropylbenzene ND 0.5
Bromobenzene ND 0.5
1,1,2,2-Tetrachloroethane ND 0.5.
1,213-Trichloropropane ND 0.5
n-Propylbenzene ND 0.5
2-Chlorotoluene ND 0.5
4-Chlorotoluene ND 0.5 -
1,3,5-Trimethylbenzene ND 0.5
tert-Butylbenzene ND 0.5
1,2,4-Trimethylbenzene ND 0.5
sec-ButyIbenzene ND 0.5
1,3-Dichlorobenzene ND 0.5
4-Isopropyltoluene ND 0.5
1,4-Dichlorobenzene ND 0.5
1,2-Dichlorobenzene ND 0.5
n-Butylbenzene ND 0..5
1,2-Dibromo-3-chloropropane ND 0.5
1,2,4-Trichlorobenzene ND 0.5
Hexachlorobutadiene ND 0.5
1,2,3-Trichlorobenzene ND 0.5
Naphthalene ND 0.5
QC Batch: V5B0413A
Surrogate Recovery:
Bromofluorobenzene 99%
1,2-Dichlorobenzene-d4 106%
ND= Not Detected
003
Page 2 of 2 E0533-01
RNWATION
Analysis Report: Purgeable Volatile Organics
Client: GZA GeoEnvironmental, Inc. Analysis Date: 4/13/98
Client ID: Trip Blank Concentration in: ug/L
Lab ID: E0533-02 Dilution: 1
Analysis: Method 524.2
Reporting
Analyte Results UnA
Dichlorodifluoromethane ND 0.5
Chloromethane ND 0.5
Vinyl chloride ND 0.5
Bromomethane ND 0.5
Chloroethane ND 0.5
Trichlorofluoromethane ND 0.5
1,1-Dichloroethene ND 0.5
Methylene chloride ND 0.5
trans-1,2-Dichloroethene ND 0.5
1,1-Dichloroethane ND 0.5
2,2-Dichloropropane ND 0.5
cis-1,2-Dichloroethene ND 0.5
eromochloromethane
ND 0.5
Chloroform ND 0.5
1,1,1-Trichloroethane ND 0.5
Carbon tetrachloride ND. 0.5
1,1-Dichloropropene ND 0.5
Benzene ND 0.5
1,2-Dichloroethane ND 0.5
Trichloroethene ND 0.5
1,2-Dichloropropane ND 0.5
Dibromomethane ND 0.5
Bromodichloromethane ND 0.5
cis-1,3-Dichloropropene ND 0.5
Toluene ND 0.5
trans-1,3-Dichloropropene ND 0.5
1,1,2-Trichloroethane ND 0.5
Tetrachloroethene ND 0.5
1,3-Dichloropropane ND - 0.5
Dibromochloromethane ND 0.5
1,2-Dibromoethane ND 0.5
Chlorobenzene ND 0.5
1,1,1,2-Tetrachloroethane N D 0.5
004
Page 1 of 2 E0533-02
CORPORATION
Client ID: Trip Blank Lab ID: E0533-02
Reporting
nalyte Belt Limit
Ethylbenzene ND 0.5
Xylenes (total) ND 0.5
Styrene ND 0.5
Bromoform ND 0.5
Isopropylbenzene ND 0.5
Bromobenzene ND 0.5
1,1,2,2-Tetrachloroethane, ND 0.5
1,2,3-Trichloropropane ND 0.5
n-Propylbenzene ND 0.5
2-Chlorotoluene ND 0.5
4-Chlorotoluene ND 0.5
1,3,5-Trimethylbenzene ND 0.5
tert-Buty I benzene ND 0.5
1,2,4-Trimethylbenzene ND 0.5
sec-ButyIbenzene ND 0.5
1,3-Dichlorobenzene ND 0.5
4-Isopropyltoluene ND 0.5
1,4-Dichlorobenzene ND 0.5
1,2-Dichlorobenzene ND 0.5
n-Butylbenzene ND . 0.5
1,2-Dibromo-3-chloropropane ND 0.5
1,2,4-Trichlorobenzene ND 0.5
Hexachlorobutadiene ND 0.5
1,2,3-Trichlorobenzene ND 0.5
Naphthalene ND 0.5
QC Batch: V560413A
Surrogate Recovery:
Bromofluorobenzene 99%
1,2-Dichlorobenzene-d4 105%
ND= Not Detected
00
Page 2 of 2 E0533-02
Analysis Report: Purgeable Volatile Organics
Client: GZA Geo Environmental, Inc. Analysis Date: 4/13/98
Client ID: Concentration in: ug/L
Lab ID: Method Blank, V5130413A Dilution: 1
Analysis: Method 524.2
Reporting
Analyte Results l.lmlt
Dichlorodifluoromethane ND 0.5
Chloromethane ND 0.5
Vinyl chloride ND 0.5
Bromomethane ND 0.5
Chloroethane ND 0.5
Trichlorofluoromethane ND 0.5
1,1-Dichloroethene ND 0.5
Methylene chloride ND 0.5
trans-1,2-Dichloroethene ND 0.5
1,1-Dichloroethane ND 0.5
2,2-Dichloropropane ND 0.5
cis-1,2-Dichloroethene ND 0.5
Bromochloromethane ND 0.5
Chloroform ND 0.5
1,1,1-Trichloroethane ND 0.5
Carbon tetrachloride ND 0.5
1,1-Dichloropropene ND 0.5
Benzene ND 0.5
1,2-Dichloroethane ND 0.5
Trichloroethene ND 0.5
1,2-Dichloropropane ND 0.5
Dibromomethane ND 0.5
Bromodichloromethane ND 0.5
cis-1,3-Dichloropropene ND 0.5
Toluene ND 0.5
trans-1,3-Dichloropropene ND 0.5
1,1,2-Trichloroethane ND 0.5
Tetrachloroethene ND 0.5
1,3-Dichloropropane ND 0.5
Dibromochloromethane ND 0.5
1,2-Dibromoethane ND 0.5
Chlorobenzene ND 0.5 2 et 11 -T 1 achlor �l r�
r ethane ND 0.5 1l1
o
Page 1 of 2 E0533-MB
CORPORATION
Client ID: Lab ID: Method Blank,.V560413A
Reporting
Analyte Result Lima
Ethylbenzene ND 0.5
Xylenes (total) ND 0.5
Styrene ND 0.5
Bromoform ND 0.5
Isopropylbenzene ND 0.5
Bromobenzene ND 0.5
1,1,2,2-Tetrachloroethane ND 0.5
.1,2,3-Trichloropropane ND 0.5 _
n-Propylbenzene ND 0.5
2-Chlorotoluene ND 0.5
4-Chlorotoluene ND 0.5
1,3,5-Trimethylbenzene ND 0.5
tert-Butylbenzene ND 0.5
1,2,4-Trimethylbenzene ND 0.5
sec-Butylbenzene ND 0.5
1,3-Dichlorobenzene ND 0.5
4-Isopropyltoluene ND 0.5
1,4-Dichlorobenzene ND 0.5
1,2-Dichlorobenzene ND 0.5
n-Butylbenzene ND 0.5
1,2-Dibromo-3-chloropropane ND 0.5
1,2,4-Trichlorobenzene ND 0.5
Hexachlorobutadiene ND 0.5
1,2,3-Trichlorobenzene ND 0.5
Naphthalene ND 0.5
QC Batch: V5B0413A
Surrogate Recovery:
Bromofluorobenzene 92% -
1,2-Dichlorobenzene-d4- 103%
ND= Not Detected
V 0 i
Page 2 of 2 E0533-MB
MITKEM CORPORATION
Lab Project#: E0533
Client Name: GZA GeoEnvironmental,Inc.
Client Proj #: 31751.13 Logged In By:
Client PO#: 3-01096
Project Name: Cotuit Well Sampling (IRA) Reviewed By:
Date Due: 4/15/98
Total Price: $ - Date: t'f I K r( Time: 1 Jam'
Project Mgr: PAS
Salesman: PAS
Del Req'd Std„plus raw dada andcalsw}
Completed?: YES
Lab ID Client ID Matrix Analysis Price Sampled Received TPH IR BNA Herb 1'L Wet Met V-GC V-MS Sib
-01 RW-5 AQ 524.2 . 4/13/98 4/13/98 1
-03 Trip Blank AQ 524.2 4/13/98 4/13/98 1
TPH IR BNA Herb P/P Wet Met -CC V-MS Ski
NOTES: Add Freon 113 to list--one point calibration. 0 0 0 0 0 0 0 0 2 0
' Rl Dehveralile `���
ORIGINAL REPORT GOES TO: INVOICE GOES TO: ADDITIONAL REPORT GOES TO:
GZA GeoEnvironmental,Inc Attn: Hilary Fortune Same None `
140 Broadway Phone: 401 421-4140
Providence,RI 02903 Fax: 401 751-8613
00
CZD
4/14/98 2:20 PM Page 1 of 1 Lab Project M E0533
C ' 3 �
WHITE COPY-Original YELLOW COPY-Lab Files PINK COPY:Project Manager W.O. #
CHAIN-OF-CUSTODY RECORD (for lab use only)
ANALYSES REQUIRED
Sample Date/Time Matrix d m s m Q
I.D. e a m s a 0 s
A=Air , 7 < � .
s=Soil g o - o 8 m e Total
(Very Important) GW=Ground W. U 1 m v i '- a - #of Note
SW=surface W. y ry J ] 1 U _ N 7
WW=Waste W. -� N U LL O- - - Cont. #
DW=Drinking W. n 2 U X m m m 6 t,j _
Other lspecily) 1 = 0 1 � :� .] �p a H a H 2
T(Z I P lF5(_A O y : V/
PRESERVATIVE (CI-HCI,N-HNO3,S H2SO4,Na-NaOH,O-Other)'
CONTAINER TYPE (P-Plastic,G-Glass,V-Vial,T-Teflon,O-Other)'
RELINQUISHED BY:(Affiliation) DATE/TIME RECEIVED BY: (Affiliation) NOTES:Preservatives,special reporting limits,known contamination,etc.:
ei: � �• 4' r!- ".f--, . (Unless otherwise noted,all VOA vials have been preserved w/1:1 HCL.)
flll�LINQUISHED BY: ffft ion) DATE/T 4-IME RECEIVED BY:.(Affiliation) -5Z` 1 2 pt-1.15 F�L.-ot l I 13 (00c---POttJT CA ,3 S' 0>(2 -T-7O C>V-)
M)RELI QUISHED BY: A liation) DATEmME RECEIVED BY:(Affiliation) - � I ���� ��� ''I e �� l ��Y e C
UU
C?L{� S4/lae, Q,z�-Q,��1.e� �1?ezJ �u ,�-r-o12W is
PROJECT MANAGER: I L� l �c)I?TUN t1 EXT:
TURNAROUND TIME:❑Standard Rush -,11-2 Days,Approved by:
GZA FILE NO. I SI I P.O. N.O. y7j— D 10 6
GiZA GEOENVIRONMENTAL, INC
ENGINEERS AND SCIENTISTS PROJECT C oTLI)I'T— t,>JEL—L-- SAX PL I►J G
G 140 Broadway
PROVIDENCE,AI 02903 LOCATION C�O T U I T A
0 (401)421-4140
FAX(401)751-8613 COLLECTOR(S) SHEET I OF—
f
MITKEM CORPORATION
Sample Condition Form Page( ofi l
ET
ct: 3Received By: Reviewed By:
Client: G-2 P►Q0Client Project: Cd7 � S D Preservation (pH) Comments/Remarks/
Sample I
Lab Client HNO3 H2SO4 HCI NaOH Corrective Action*
Condition:
0
1) Custody Seal(s) Present/ se
OZ TT3 �
I
Coolers/Bottles
Intact/Broken
2) Custody Seal Number(s)
,3) Chain-of-Custody rese Absent
4) Cooler Temperature
�o
Coolant Condition
5) Airbill(s) Present/ sen
i
Airbill Number(s) �
i
6) Sample Bottles Intact
Broken
Leaking
I
I
7 Date Received 13 IQy i.
i
8) Time jReceived
9) Project Due Date
es/ no
* See Sample Condition Notification/Corrective Action Form y J J
Last Page of Data Report
. 01 '
j_
FIcs ....................
THE COMMONWEALTH OF MASSACHUSETTS
00 0-41 BOAR® F HE LT
"-" G ':: d
Appliration for Disposal Works Tonstrnrtion rrai j �
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
_ Loci- address I
b One.. Ad ss e�
... --A......................... ao/..... ... .... 1 e
Installer Address
U Type of Building Size Lot.._ .�.�jc�Uq- feet
`-, Dwelling.-- No. of Bedrooms............................................Expansion Attic( ) Garbage Grinder (J
Other a —Type of Building ---------------------------- No. of persons_..._.....
- ---------- Showers ( ) — Cafeteria ( )
dOther fixtures ---------------------------------------••-------------•----•------•--•--.-------------------- ......................................................
Design Flow.............................................gallons per person per day. Total daily flow........�� .....................gallpns.
_1 eye l
WSeptic Tank—Liquid capacity:_-5--.---gallons Length./P.-.� Width5_.:n_ Diameter................ Dip I
x Disposal Trench—No. .................... Width_ . ..._._._.. Total Length... _.�14..... Total leaching area....._._.....�____sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area.................sq. ft.
Z Other Distribution box ( ) Dosing tank ) y�
Percolation Test Results Performed by.. lti?.4..'....../ /__-- _ Date---------------------------------------
Test Pit No. 14.........C-minutes per inch Depth of Test Pit.................... Depth to ground water........................
f14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
P4 ................................ _-- ----------------- ---•----•---•••.................
O Description of Soil----1.�...3 ----......i�/cs U . -`` �- ---- V �! � - s S �L�
1 -- -- �" --- -- --- --- ---- - -------- ---------�-------------
cx., --- � �_..15F -------- .r�i..-----------------------------------------------------------------•-----------------------------------------------
------------------------•--•-------------------------------------------------------------------------------------- ----•- . •..... ------
V Nature of Repairs or Alterations—Ans er when applicable.____ _ '�.�`_._ _...`� ._ � .......
------
�. <--•-----••---- •-<-�---- .. ....................
- � �-•--- ----- --- --- �-�--------------=-
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TL iTL iY, 5 of the State Sanitary Co The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been ss by t rd of health.
S•gne .....
-- -----.... -------------------•-•... ....
Application Approved By...... ......-•-------- -------•-----•-----•--------------•---••-••---- ----- � Z � ----------
Date
Application Disapproved for the following reasons-----------------------------•--------------------------•----------------------------...........................
-••......................................••-•-----•---•------•••--••• .
!� Date
Permit No. ........�........`� - Issued.....................................................
Date
THE FOLLOWING
IS/ARE THE BEST
IMAGES FROM POOR
QUALITY ORIGINAL (S)
I A ,
m / �(G�'J LI
DATA
THE COMMONWEALTH OF MASSACHUSETTS
BOARD F HEALTH
Appliratiun for Disposal Works Tonstrnrtion leruq
ot'.m'�
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at
...... .......J.. ..... .................................... ....................................................=...... ................................Loc ton- ddress r La,No.
clk
O'nef! i D A dies .._
........--•••---•--•--•... �':-7.----- ...........- ..«' .._.
Installer Address
Type of Building {- Size Lot-__-----------; ...........Sq. feet
Dwelling.=No. of Bedrooms...........:-t.............................Expansion Attic ( ) Garbage Grinder (,>4-)
aOther—Type of Building ............................ No. of persons.......... •-_--••______- Showers ( ) — Cafeteria ( )
dOther fixtures ------•-•-•-••• ••-----------•••••......-----•-•-••-.••••----•--••••••-••------•--------------------•-----•--•------••••••.....-•-•-................
WDesign Flow...........................................gallons per person per day. Total daily flow.......... ._...................gallons.
WSeptic Tank—Liquid'capacityL5.f:'gallons ,Length_.. :- _._U_. Width. .=/_.: Diameter________________ Depth...
x Disposal Trench—No. .................... Width-�.G............ Total Length..._..!i�...... Total leaching area-----?A....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--------- ---/- != . --_�--•--- =--n-- ........ Date........................................
,? -Jc
� Test Pit No. 1.....:..........minutes per mch Depth of Test Pit................... Depth to ground water........................
44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
04 -------------------------------• - - ------------'
O - v r j--•---•-.......7--: •----7•----••- •--•---------
Descri Description of Soil t ate. .- ------....-- f,- --------- •-----. 3 G- vF
x 3
....'--- �.fl`(...---•---•• ,L 1...------f t. f ..............••-•-------•--------•--•---------------•------------•-----------------------•--.....------..--......
------------------------------------"-------------------•--------------- ------•------••-------------•------- �3--------'-)--.-'-•°•-"--.�............................... . .....................
Nature of Repairs or Alterations—Ans er hen applicable- -' G �
Agreement
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Sanitary Coe The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has bee is �d by tl3e rd of health. r
'-'' ..........................
�y =� ..
7 Date t..
Application Approved By..... . `�-` t� .:.� _....._... d -_7.1_`.w ._....
t Date
Application Disapproved for the following reasons:------------------------------------•-------•-----------------•------------------------------...--•---••--_...._
..---•--........-•--------•-••--------------•---....--------•-------------....----------•--••-------...---••...._....••-•-••----•-•---•--------•-••--------•---------•••--------•--•••-•---••------.....
Date
PermitNo....•••...- •..._------=:�-----•-` ------ Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
..........................................OF. T"!"c f`....
.......
UTrdifiratr of Toniplianr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired ( )
by-------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------ ---------------
Installer
• - •-------•-----• ----• -.-_.---- --•--•... .....
has been installed in accordance with the provisions of T?' •5 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No.----_`"'_..... z...I. dated.......... . .: ..: .�.. ____..
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUAkANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE...........................••-----•-••---•---....---....-•-•-•-••--•......•..... Inspector........ ..........................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
f-� ... �'
No...................•_..._ ," FEE...... .....:..........
Disposal Works Tallustrnr$ion ernii#
Permissionis hereby granted.....................................= ........_-=-•---------••-------••-•---•-•---••••--------•••......-•.....................
to Construct ( ) or Repair (�) an Individual Sewage Disposal System-'
Street e. �-� ( �.`a.:.
as„shown on the application for Disposal Works Construction'Permit No. __.:._.:.'_._..__ Dated...........:.r .....•'� �......
.................................�..... .,
Board of Health
DATE f `'-----
x --='= -.................------------•------------
..... -
t .
FORM 1255 HOBBS & WARREN. INC.1yPU91:1SHERS
LOCATION I SEWAGE PERMIT p0.
VILLAGE
I N S T A LLER'S NAME & ADDRESS
Thh , )F4ea
fAe5ne y ,'¢ Oedl . .
BUILDER OR -OW01EVL
Jdui 7?aCa
DATE PERMIT ISSUED 3,/,f gl
DATE COMPLIANCE ISSUED
.tea
l
-------------
o�
1
eel
No......................•• � f r" _ F�s.....�1D....:..........
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH � JP dd5_ d
.... ............. of. ,c ..................................
Appliration for UhiposFai Works Tnntrnrtinn ramit
Application is hereby made for a Permit to Construct ) or Repair ( } an Individual Sewage Disposal
System at:
�l.Il.��'✓l :�t f f ', �l ..,>d/.�. c Cs� ,�.1�. - 1 �-••---------- ---------------------------•----------..........----
Location-Address or Lot No.
ner ress �/�
W .. ._... ,��---------------- tea C _._.. � � —
� ..LL_(
F nstaller Addr Cat e s
Type of Building djooO x_r,9,vx Sw6ce Fhmnx Size Lot.A.A-... feet^79esy
Dwelling—No. of Bedrooms....-'9...................................Expansion Attic ( ) Garbage Grinder ('V)
Other—Type of Building ._.. ..... No. of persons......... ---------------- Showers (-f — Cafeteria ( )
Other fixtures ......................................................
W Design Flow...' --------••----•--•-__----•-_gallons per person per day. Total daily flow....... .2.0........................gallons.
WSeptic Tank—Liquid capacity-te gallons Length._..'/'.o..... Width___I......... Diameter________________•Depthag........_.
x Disposal Trench—No. _•_.!.............. Width_...e 41.._..._.. Total.Length....L 8........_ Total leaching area...74-6-------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--...7.7_tPMAS....K4L44F.Y_............................ Date..9?M --•- .......
Test Pit No. 12; .__s 4ninutes per inch Depth of Test Pit---J9_1....... Depth to ground water-__l_x-o-"_.._._._.
(z Test Pit No. 2_28_s�minutes per inch Depth of Test Pit..... 9'`_. Depth to ground water...i_�o_"....._.._
----------------------------------•-----••---------------.................•. -----..._......------.........................................................
O ..
Description of Soil....kstQoE?�a�?'�'?...._____��.#�.-�o�L-•,3,�••.-,_-••• --_
........................................ j ------ .
- .,,
UNature of Repairs or Alterations—Answer when appli ble.______•.................................. ..................................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of iITI.I 5 of the State 0hasi
The undersigned further agrees not to place the system in
operation until a Certificate of Complianced�the board of health.
Si . • . -_ ____.___�----- ---------------------------•-•-------
DApplication Approved By--..: - ".11 ' 1-----------
Date
Application Disapproved for the following reasons...............................................................................................................
_
---------------------•----------•--................----•-----...---.......-------------------•----------•---•-•----••---•----------------------------------------------------------------------.........
Date
PermitNo......................................................... Issued_.......................................................
Date
Ni .. ............. ..... - — Fss....� . ..............
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
0.4/......................O F... !Q! aC. ! .................................
Appliratiun for Dhiponaal Works Tonstrnrtion Frrmit
Application is hereby made for a Permit to Construct ) or Repair ( ) an Individual Sewage Disposal
System at
&7 CCU&_ Llg -
Location-Address or Lot No.
�nstjalie�r
e ��dress
.............................. •••-- M 'f ��� , '1!, ����.. .J...._...........
Addr ss /. % /; I_ j �/ UPS/»'f1
@ Type of Building woo/� fN/✓:E 5/r✓Gc% /ti+'11LY' ?Size Lot_!_:_n_-: feet'%//?
aDwelling—No. of Bedrooms.....I----------------••--_---___-_•-Expansion Attic ( ) Garbage Grinder (-'v)
aOther—Type of Building _._ _?.:.:......... No. of persons......._`4..........__.___. Showers (I ) — Cafeteria ( )
dOther fixtures ------------------------------------•--•----••-------..--••-•-•••••-•-•----•-•-------•-- .............................................................
W Design Flow...Y 2...............................gallons per person per day. Total daily flow......Z. [A............_._...._....gallons.
1:4W Septic Tank—Liquid'capacity% ._gallons Length................ Width................ Diameter---------------- Depth................
x Disposal Trench—No. ..................... Width.._ ............ Total Length.._. o.......... Total leaching area...7............sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( I ) 'Dosing tank ( )
Percolation Test Results Performed by . ....................•..
Test Pit No. 1.%_c`-___=_'_minutes per inch Depth of Test Pit...1-y ......... Depth to ground water...t .4.............
(s, Test Pit No. 2_ per inch Depth of Test Pit........fit..:!__.__ Depth to ground water--_a...:...:.........
a •--------------------------------------------------•-----...........------••---•---•---•----•--••---........................................................
® Description of Soil__ , t rsn�. . _....-••-•--••-•-••••_. ..........................-,f.� = <i1
t .. _. ���! _f_._.g .f._._._N!! 1�....G.V!tJ// If/"y�._! �
,y...
W -------- — v.,t,�t c -.. "` ---�•---------•---
fi
UNature of Repairs or Alterations—Answer when applicable.............................................................................................
-------------------------•------------------------------------------------•-------...-----
Agreement: -
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITIZ 5 of the State Sanitar C — The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has i sued the board of health.
S' e ., *+". .„ - -------------•-----•---•--••----••---- •-- .........----
Da e
Application Approved By....... �G� .- " l---••--•-•-
Date
Application Disapproved for the following reasons:.........:......................................................................................................
-•---••-----•--•..............••-•---.........-•••-•-••-•---•--•---•-••••--•--•••._.....-----••----•...---••--•-----•--------•---•-•---................................................................
Date
+; Permit No......... Issued........................................--------------
' Date
r> ¢
a, THE COMMONWEALTH OF MASSACHUSETTS
i
BOARD OF HEALTH/
(,[t2Z..... .OF........ .,1, ............................
(9rdifiratr of TompliFanrr
THI IS TO CE FY, That Individual &wage Disposal System constructed (/�or Repaired ( )
by.... .: �,�,.......... •-•--••• ...............................tY
....
-
�; Install
at. 17 1/l.CE :"�� 1.1ct/ ak.. :. `_����.Yl�'I,
has been installed in accordf ce with the provisions of T 5 of The State Sanitary Code as describedTin the
application for Disposal Works Construction Permit N � �.---•-•--•-•••-•••-•• dated---t3 / ...................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRIJE® AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFAC ORY.
DATE.............................................t.�. - -5E---------- Inspector...................... !f .............................................
THE COMMONWEALTH OF MASSACHUSETTS
T BOARD OF HEALTH '4
............OF.........& .y .., ........................
No......................... FEE..lt4...............
%Voi urkn ndr it^-
Permissionn antic +.
is hereby granted... ._._.. .. ..
...............................................
to Construct ( ) or Repair ( ) an Individual Sewage.Dispos System
atNo..-- '-..R4t'-2r••4r--------------•-•-•----------•-----------.-......----------....-----------------------------••-------•----•-•---•----...--•---------------......--•-------••--
Street
as shown on the application for Disposal Works Construction Per it N�6.. Dated.._.- -.-sl.........
r
� l Eoad 2
DATE.............19 o ----r---..... --- • ? -••••-••--••-••••--••-•••-------
j o�"alt
FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS ,
Assessing As-Built Cards Page 1 of 1
l
LOCATION 1 SEwAGE PERMIT N0.
GG� 5 ���gviG`/�Z1 Cave CrrA nk /`)�6- a-'!
VILLAGE
INSTALLER'S NAME & ADDRESS
Teti n � c
B U I L D E R OR -OW*Ea_
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED
Icy
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CERTIFIED PLOT PLAN
LOCATION 6! !?'!/S7'•9IG .�Ca 'c1/T�
Z-1rsT/.vc- SCALE . .!. .=Ga �. .... DATE �! .
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ZG 'x Z ��9cf1 ra = 729 FT PLAN REFERENCEGoT .5—
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OE ti'a t c^•�Ana TDT.42. - 934
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925 -TV.FT;
KELL ,�� I CERTIFY THAT THE
G-�isn�vG Dw�7.L�•�G .
.Su2V4 /, Tfi/G SHOWN ON THIS PLAN IS LOCATED ON THE GROUND
JJJ► / ._ AS SHOWN HEREON AND THAT IT CONFORMS TO THE
Off/ s ssNrtar.�a�� ' Ct�HM�9 /
J SETBACK REQUIREMENTS OF THE TOWN OF
wvoJ, v i D /19AS.S'.
WHEN CONSTRUCTED.
DATE P i
fZoBT
- REGISTERED LAND SURVEY R
w 'i -
"? LIST OF DRAWINGS February 18.2005
ffel. I:I0.10dG
SPLI Specificmions and Site Plan
AB I.1 As Built/Demolition First Floor Plan
AB I 2 As-Built/Demolition Second Fhwr Plan
A'1.1 Foundation/Basement Plan j
A1.2 First Floor Plan
A1.3 Second Floor Plan
.A2.1 Front and Right Side Elevations
A2.2 Rear and Lett Side Elevations
A3.1 Building Section,Fxterior Details and Wall Sections
A3.2 Building Sections and Exterior Details
A3.3 Building Section.Exterior Details and Wall Section
ELl Basement Floor Electrcal Layout Plan -
EI.2 First Floor Electrical Layout Plan
. _ E1.3 Fi Floor
Floor Electrical Layout Plan
S1.] Sect Floor Framing Plan
+; SI 3 Second Floor Framing Plan
/J SL3 Root Framing Plan
Y
Flynn Residence
180 Pinquickset Cove Circle
Cotuit, Massachusetts
r d. •Jane hewitson
Architect AIA
1
`•�� - ally�ricwrY Road Qum",MA 02171
1617)471-5200 F.(617)471-6(p9
F�V
OUTLINE SPECIFICATIONS B, Concrete Slabon Grade Second Floor. s D. A,tic Pull Down Suir:Bronco"Olympic Flynn
C.Exterior Wintlow Ympic"m equal.
Far 1. Bea<mem Slab:4"concrem slab,with G x 6 W2.1 x Bath 2-Grauim(with underrnwnt oink)ar Corian(with invegnl bmwp 1. Eag�e a,egan[
simulored divided light white tied double hung windows with half E. Bulkhead:Gordo"or equal,size m indicated in drawings. Residence
W2.1 W.W.P welded wim ni.h reinforced cosine.on 6 not polyethylene vapor Beat 3-Grime(with ad-.sink)or Conan(with intro$.]bow0 c io and white hmdwme mdjanmb liners.Sec Elevations and Plans for sizes and .
THE FLYNN RESIDENCE barrier. Bath 4-Granite(with andemwunr sink)OrCorian with intre al bowl) divisions.(Note spatial light Pattemz es shown on elevations) DIVISION 11-EQUIPMENT
Ctxui4 Massn<husena Master Hao-Gmdm(wlm undemiounf'lilt)or Coriv�(with�invcgal bawl)
'
C. Cancme shall be batched,place]and compacted la accordance with ACI sun0ads w Laundry Room-Plastic laminate wim wood edge Note:Sec Plws and Elevations far munpered bosom sash locutions(T) A..Appliances:Confirmed and wpplied by Owner and'ha Bled by Contrncor.
Fehamry 18,2005 provid...ound and homogeneous mass,free of voids and"honeycombing" -
6. E%Icriof Fiberglass Columns:12"square fiberglass Tuscan Colomns a mrior)b 2. Awnings-blight and special light Wine Refrigemtar
Dixio-Pacific,Tnmetaft an equal,will,caps and bases we on Pmaaw,trmred y Washer,and Dryer hookups
• D. Provide Damp-Proofing Per Division 7 blockingf necessary.Full flesh ova ca (Sea WWI Sations). - od interior aPP iana i dry. y ps. 3. Finish:factory prim +Owner is required tow 1 Cmtrvetor with itdomwtlon w each 1 tar
9vi PPY Purwant
TABLE OFCONTE= Interior Wood Columns:Trimmed 6 x 6 with solid--ad cap, a na.ea. installation' 180 Pinquickset Cove Circle
DIVISION 4-MASONRY posts wi ps tin ,
Division] - Gene.W Conditions U. Pinis6 Hardware and Specialties B. Bath Exhaust Fans:Panasottiemequo. Cotult,Massachusetts
7. Exterior Railings:Mahogany'Newport'Madill(see DetlD)with Brost 1{89U1 I
Division 2 Site Work A Facing of Fireplaces and Hsiaahs: Living Room-stone veneer to mantle height 5/I6"square cedar balusters @ 3"o.c,primod w match trim, 1, Exterior Dears:Oiled bronze finish,by Baldwin or equal. C.Central Vacuum Synem:Nowne Or equaL
Sunroom-Slam Baldwin ore al
Division Concfem Offitdl.ibmry-Honed Granite 8. Exterior Newel rEle rwas an4 x4pmsawe tr.tod.posts,pdntedwmarch Wm, 2.Interior Oiled or eggaryle,try bras, FURNISFHNGS N,A.
' (Refer to Exmoor Elevations and Defdls). Residential Ipade bingos,buns nnA door etttp[n be brass,also provide brass pm;kel door DIVISION 12-
Division4 - Masonry B. Mavothy/Stove Column Bes.-Dail@and stone selection(Pocono')to be wordirucod M1ertlware.(Ownerm venfy)
DIVISION 13-SPECIAL CONSTRUCTION
with Mason,Arcdcoct sid Owner.Stone Picas with 3 Bluestone ceps. 9. Sharers.Primed or pre finished wood blinds by Bmsro or equal.Size apPraPriwe 'cols and miscellaneous s iWir.es cared.
1.windows Should be 12 size of window mu h o antl h shutter
3, All thresholds,weeder stripping, Per req .
( 8 WeiaB) w6 withDIVISION I4- ,
Division5 - Metals -
CONVEYING SYSTEM N.A.
C Provide Nfill Hall Cla)•chimney tops.atyle'C'or equal as shown an clevetimts. hooks and S de backs.
Division 6 - Wood and Plastics - F. Mirrors:1/4"plate glass-See interior clevatiovs DIVISION IS-PLUMBINQ/F1RP.PROTECTION
DIVISION 5-METALS � 10. Casework:Typical-Fended waatl. ,
Division 7 - Thermal and Moisture Promem. F.SMwer Dar:Formed clear mmpere<I gloss by Nonhcvat Showtt Uom or equal.
A Miscellanea.nrewl anthers,can mmus,,ties,fasmnars and hanged.AN fmous maul First Floor: A. Plumbingelow by Owneeletand by
d.imc,witgn/buildh
Plumbing eadil-do
o quality
The final.,listed
below,haee hem selected by me Architect,with aestlmtic tlatD aM a quality level in mirvl.It is
Division S - Doors and Windows ahmd and painted with rust inhibitive primer. 1.Mud Room DIVISION 9-FINISHES up tot he Owner to review and appo we the choices re n com otify the ,nm er of their Wternwe
Division 9 - Finishes B. Lead coated rapper Gashing where specified on drawings,and es requited.Substitutions M Bead board 3/4 height throughout with pegs. wmadona,
beapproved by Architect. A. Interior WeDs/Ceilings(Smooth Finish) m
Division 10 - Spetidd. 2.Study/Office B. Fixtures:Provide Kohlertqual in white.
C. Structural na1 beans and schedale 40 Pipe,olumns where indicated tin Smic.dil Built,m muntenop with file drawees and cabinets below and glass door 1.General:
Division Al - EquipmentDrswings.No.:if antlers are requited. cabinets above. pas er,smooth 1. Butic Sr'Funny:
Cusom fireplace mantle with and peneled s mannod.(3 sides) a. 1/2"blueboard with 1/8"skim at veneer ,1 t ooth finish. ink-Undermawt s.s.Sink,Kohler"Undertone"K-3335(19 5/8"x19 5/8")
Division 12 - Famishing,N.A. D. Custom copper fetid es'huwn oa el-.6ar,by Cape Cod Copper. - -
(Mark @ 508-946.1999) t 3. Livlvg Room 2. Sunroom: s
Division 13 - Special Canatmcuon N.A. Tdmntad 6 x 6 posts oa paneled half wall 2. Beemandm A rhea height'
where indicated.Cenwnt board at WI tub and shower Sink-Undermoum s..siN:.Kohler"Undertone"K-3335(19 5/8"x 19 5/8")
Trimmed lrhng ties.d B 3. Mud Room Bath:
Division l4 - Cmveyi"g Systems N.A. DIVISION 6-WOOD AND PLASTICS • Porn mane .. Sink-Undenaeont"Caxton"K-2210 or Coder,integral bowl
Division 15 - Plumbing A. Rough Cerpenny 4.Dining Room B. Floating Tom, ow
Tn 6 x 6 posts on paneled half wall 1.Quavy tile:by American Olen,or equal,as ulecred by the Owner.In Entry,Hall. Shower-Titles wok and➢"or on mo'umm board w/coppa pan,2"mod sal and
1. Structural F'rantin Trimmed anilingbeams. gives an clear tempered gloss them
.e Division lb - Electrical 8 Mud Room Storage,Closet➢ad and Launtlry Room(Contractor Utility Sink-Fm.unding tloormmnt
allowance of$8.00 eq.t't.inswilcd.)
Division 17 - Heating,Ventilation and Air Conditioning Is 2 z 6 exterior walls,2 x 4 and 5.Sunroom - around showers and 4. Bad 2:
2 x 6 interior walls,wood posts,rafen jou ts,bracmg,heams.(Note C.-m fireplace-0.with wood Fueled surround.Q sides) )
Bookcases at half wall. 2.Ceramic eM tTvtnrbm)Tile far Floors and Walls(th x 4 or 12 x 12 Sink-Undertnount"Caxton"K-22 f0 or Conan integral bowl
• plumbing wells) orbs:by Arne Ol r equal.m selected by the Owner.IrtBath 2,'Bash 3,Beth 4.' Toilet Toro '
b. Structural wood beams and fmnung:refer to the Swcwral(Fasting) 6. Family Room Master Bam arld 1Gtchm Shower Tiled wells and foot on moisture board w/copper Pan,2"road set -
DEMOLITION NOTES Drawings SI 1 through Sl 4 Counrenop with drawers for CD's and videos and cebiness below and 3. Stone.Slate ale m Sunroom. Whirlpool Kohler'Kativyn Undermount K-R09(66"x 36')
' • bookraus above. .. .. .....,
A The Contractor shall be naporerhle for demolition proa sines for the demolition and c. Header stow mud remw l ro mamuw tlm thtegriry of me Amhitamrd - 4.Marble[Iveshold et Bads typical(Note all threshold,to be Flush) 5 Bed 3
It
of the cwsung house Dcmis a[the exterior walls Toil-Underroodn['"Cosa am"K-2210 or Conan Integral bowl
Second Fluor: 5. Wood Floors As selected by Owner(See➢oar Plans for locauonsJ Toilet-Tow
1. Cleaning adjacent areas and remrhrUa them w theh existing condition. d. All d,orjoists are IOthe wise.(R foists he Boise monde or approval - Tub Kohler"Villager'K 7l6(60"x 30")5'bath with Me wnound _
equal,unless noted Otherwise.(Refer ro the Simcwasl Framing/Drawings I. Master Bath _ a.Wood thr.holds as required(Note:W7 du.holtl5 to be.Gush)
2. Removal and legal disposal of all loose anmms and debris resulting from Sl.I thm S1.3 fix,pha size and sparing.) BuDt-in medicine cabinets. fie Bath 4:
• P
demolition operations. b.Field f nish afar iusndlatinn with 1 cent ualu fullowW by 3 or 4 coat of Toil-Vndermount"Gston"K-2210 in Conan integral bowl
117/8"BCI@First Floor Other: high-gloss olymethane(op-based)floor finish.(See floor plans for locations) Toilet-low
3. Repad,if requirctl,exterior landscape w match existing(Cootdinam with Owner). 9 1/2"➢CI @ Second Fla, - Shown-Tiles walls aad four m moisture board w/copper Pan,2"wad as,and
x 8 @ Anic Floor L All Bed m Closers 6. Cameo Cuouna nr gives ellowara.of$30.00 sq.yd installed. alear compered glass door
DIVI6IONl-GENERAL CONDITIONS + _ Woodaw-No<tvuts v'hcrc ro an.-and mend ds i -
e. Laminated Vea.Lumber(4V.LJ wham novel:refawStrucmml ' C. Paintin:ADinmriorandextaimpaintingnrequimd.Benjamin Moore or approved equal, g. Master Bath:
A 'lira Archime Drawings Sl.l thm S1.3. 11. Gutter: V'x 5"aluminum gutter,See Damils and Elevations colors Mated by Owner and AamaacL Sinks-Kohler undercount"Caxton"K-2210 or Corian integral bow]
Toilet-Turo
The Owner engages the Arclume,to only hialher needs and prepare a design When the design - Sheathing 1 Inferior Shown-Tiled wall,arfe ai R6m on moisture board wlcopper pan.2"mud net and
red glass a"or and
12. Flooring:w be ulamd by de Owdmr,son Roar plusa for]orations. clear range g Pane
l.
hes sea developed to rim sausfthe 1 of the Owner Convaa mwm,Doemme Ihs Aabi m t se ws,and µraps 12' I trod sheathes e. Wells add Ceilings:lamed and 2 emu of finish Lmex m oil based flat wall
sppeecnt'fcahons)arc pepaned by[M Arewfat Dunng de tonshuwon the ArtM1 t rves as the P yw' 8 9. Outdoor Shower
Ownersagenr to de dings wnh tire.Ceneml Cantrocwr.makes Job inspecuou. -P is end Roof.SIB'Plyw witl sheatlunB on rafters a. Wend Flooding the selectetl Pat
ra _..._-.__..... -.......
ads irduars the Contract Documents until the prejal is accepted as completed b. Q arty Tile by Arnmcan 01ean m eyuW$R.00/sf.insndled allowance b, W oil Trim,Millwork Doo and W endows:primed and 2 roe¢Of oil-based
3. Air inflaration Gamier T c. Ceramic We Almrzc.e Omenta o send-gloss cri me C. Water;Copper supply Piping-3/4"to 1"
YPar.Tyvek orequnl. d.Carper-S 30 of/sf.installed allowaaoco lfnrsh
H. rim Garrott Convenor D. Hot Water.Verify ezisting systems
' 4. Subflars:3/4"ton8rm and groove.plywood subflmr,glued and nailed over word e. Stone-Slate rile➢our,in Sunroom 2. Exterior ,
The Owner will engasu a Contractor who wih be responsible wr construction of the building is ft-pis..Parch existing saM1.u,.g.necessary,to accept new wood flay. - - - B. Sant Waste d m
se,a nlunce with pions anal specifications prepared b,th Architect. 13. Crown Molding throughout lsf Floor and 2nd Floor#8009 m B 400 where shown. a. No.l while cedar Side Wall Shingles:P and R with bleaching oil.'r' racy: piping en-oca septic eysmm.
5. Exraior Sidings: (Please refer to interior elevations)
All_work shall be pe,fonmd.in accordance with the Messachuuns State Building Curie. a b. Woad vim,Columns,Exmriu,doors.raiDngs pond,bdusmm,ate Bata board F Plumbing Finings:Fauau by Delu.Koliler m Newport Brass m equal.Selection by Ownv.
No.1 Whim Ced.P and R thing].:5"m the weather. t4. Exterior Shower Enclosure and Seat,cedar. soffits:Kdz or Bin primer on knots,]ran of Fri and 2 wan of Glass oil- (�. j a n e h e w i t s o lei
a e. The Saba- cons Note.special'diamond'patted,white cedar shingle where shown - bees enamel(cafors w be selected by Archtal and Owner.) G.Exterior hose bias-frontfia,cmNinaco locations wim Owner and Architect.
elevations DIVISION 7-THERMAL AND MOISTURE PROTECTION c. Decking Can be clearaWW,aaaaon by owns and Arthma Architect AlA
The 0...od Came—will engage subronuacwrs far that part of we ss ark which he will nor DIVISION 16-ELECTRICAL
perform wnh lus own work force.Each subeomraclor rs reponnble for leis own portions of the 6, Exterior Sof rs A Damp proofing:Provide manufactured sundard mid applied asphalt emulsion _
w•arkwthe General Contmaorand the General Covuanorisrespmile for me work"f au the damppowfing,mntimmuslyappGedto(ourdetio"wnDs from top of fo"tivg[olust below DIVISION IO-SPECIALTIES
wb k.be
General
alffi Owna. a 1 x 5"Beaded Board"ve'end Brain fir tongue and grooved with one center grade. • n er A.Elearnal-ice,wiring,and devices by OwarslCa s-as desigdbu0ding Electrical
bead and eased edg.he the exeror.(Located at patch ceDmgs). - A.Toilet and Bath Accessories:Oiled Bronze finish,Baldwin or equal.as selected by Om a.
variry existing.
D. The ConlmetarshWl be responsible for a busing all necessary lemuu for construction. B. insulation: See Plata.
7. Esuniar wood decks and steps:I x 4,fit,m mdeassay,boards on pressure treated B. in O 11a Duplex convenience a Eme on walls at locations shown on drawings,regularly spaced .
E Subminais/Subsfimtions sleepers,wmdjoiss.wing o.lodgers,blocking and beans. - I.Exterior Wall Insulation:5 in"High R V Wue blanket fiberglass insulation(R-21) B. Closet Shelves:Contractor w prim wood shelves and email annotated clothes rod as m watLa acartling w code.See ElavicW layout Drawings
buwan studs,with 6 mil polyethylene vapor banter applied over selected by Owner. C. Switches:Located vs shown ou moving,
8. Typical Eave Trim:I xwith aluminum d bod mouldin#6016 inside face of¢aids(aprion.lcynene Foem Insulation).
L. Suhnur strurnval shop drawings fq the Archiun for the Suvcuunl Engineer's Yln Berne`w g F C.Pw-Fabricwul Gas Fireplaces:36"box b Town and Country Fieasre lams ore din
approval prim to fobricavm nail erection,if required. beww or Ix with crown#8009.Sa Typicd WWI Sections and Eave lleteils.
2. All Bad and Bedroom Wdis:312"sound attenuation ban insulation. ORcerLibrary sod Snroom(www.bwnandcountry f I .npet) 4u D.TdepMnes:Buell wiring with vutieu lomtetl wnere indicated on drawings.
2. Provide the prodmd specified herein or equals as approved by the Amhirat and the 9. Crown Moulding @ eavre and gables:Bronco#8009 or#8047.(Please refer fo '- '
Owar Ble twons and Demils. 3. Fite[and Saond Flom Inutadan:6"blanket fiberglass themW hart insulation(R-19) E' iring er of all eleciritsl box.w be approved m field by Owar/Archifect before cough
B. FrntshC -- # throughout I _ I w ram .. ..
3. All proposed sulesbmtiovsshall be submitted o g 'th swmble back-up material to Carpentry I'
allow the Arthmclmd Owner to evalnrt t proposed subwwuon 4 Roof Insid @ Calling Imsts:12"(R 38)Market fiberglass morel ban l I I
.. _ - I., hand.,Wood Trim:All mand.,wood dimmed mlud,m,era.w be panot g,ntle insoahon.lcynene ea Roof Rafters m eadradmi aping urees I s I /
P. Closaut (poplaz or equal) 110 nay t _
5 Anco venWmam Screened sloe antler eaves(cummuousfiberglass roped screening- G<, I / a \ 304 Victory Road Quincy,MA 62171
Poor m cavtran completion and closmu[,tiro following must actor' a.Window nail Door Tnm 1 x 4 square edge side casing with phone blocks, thermal aloe)MeW slot cave vertu are not nccepuble.See Typ a Eave Deted. 4� I ` _)SLAKED I OATE j E1 \. R C (617)471.52W Fax(617)471.6009
514 x 6 with solid crowNcap(Anderson McQuaid#1933)head essing and a..Rmf Vera-edge requtrcd • I \ 5. / * j/►1
1. Fidel ckawn is, mareed ea cons at windows.All window silk to be 3l4"duck - '-' '" "' -I / io bees ,zst -�� vision dare
g•tncl"ding stm work 9 g P - + ) BA(ES l 1 D E 6 i G N no.
2 Submit ell produn warranties (5la is not acceptable.) - C. Vapor Banta 6 mB polyedYl aWi'hams,continuoos oa warm aide of ail inwla im. t- I 1 1 µ'I• \t-
3 Submit mmmfvcture,s'cleaning,maintenance and op a.mg ins.ton,for plw under all wncrete sm.an @ode tit basement end garage .I I I .c•'1N/ *t t]e' GATE
^ b.Basetwand Trim 1 x 8 square edge wed Brost°#8455 shoe moulding on top. I ) /'>✓ /
ELEV 72 12 /F' IAND SURVEYING
Apapiantts D Sealant. _l
b. H hngand CoolingEpapinal. _ Exmnm Wood Tnm.fascias.mnngs,bases and wva snips P-prrmed end. I tat \ /(y' // PxS is, t a] * �� 'Vc3' LANVIL FNGANNING
Elavical Fgdpmentard pewee. with Cebnmp bless Ivey.Color samnWby Ownaard Arcbi-See '1 Exterior Sedans Pre-molded JoiotfiDeNnon-Mrtlemng.senlent for wes[Mr-tightjoinh 1 Pq \ ! +a LAND PLANNING
d. Plumbing Frxm,. Ele..uons and Details for him sus _ .and back-up rods where required. I \z I HOSE >,eiU / �t Seta a zez 6KND
• ass
Fiomng Marcia]. • tT1J' ` /I / 3 r -
f. 'Saunly/AUNo Devices a. Window and Door Trim Coding to be 1 x 5 square edge wtd 1 3/4'Mick 2, Be-..,antl Kitchens High modulus silicone las a n. I / /l- q 4 -/'//, t z as x 5a Wstonc sillsiock.See Elevation Drewtga for erring details. z2ai
G. M...fanurer's Institutions b. Fascia arm w be 514 s(Please refer to Elevations and Extmm Details)' E. Roofing:C.I i teed.pbW,40 you shtugle or equal.Color w be.]coed by Owna / s // ti+� a�'Ir`'.✓//S'n� ^t PRG"OSED TNp ..,.
Innsgeneml follow the marrictioas and recomnmndatinns of product manufactures for 3. Stairs Wood heads end pine dons(painted),at Main Sad and Mud Room Stir aril Amwtal ' "
installation ofproducm used F Gutters Aluremutwtd3"ciulmd[wretmdowmspmu.Profleaudlocau°nsesshuwn, / °''z/ a/ / // Y' 1/ //{#do d, - G/
e. Interior HandrWk end BWusmm-(Amwrey,Gdfinan or equal)cherry or an drawings m fold due,minod / * / / '�.sz// /�, xar / \ z zez
bhchhundmd#.A-6400P)Wftidha,n or Newport beeriest]or equal,ammed, VC Sg, / / t_�< _1.."
DIVISION2-SITE WORK with
Brost#8900(I1/16"squvc)wood bduscors.3 per mead wbeyeinmd. G. Membrane RmfinB Where imlicered a[Dak offMesmrBodroom,provideEDPM f pDyaq• / / /PN /,e.,y u. -__ ^an-� j,OH
• - b, New
Poste-Cuwnm deWgned'latter and imnwhanunewek.. mumbranc reef gby Carlisle,Fimstone.Gwdyean or approval equd.Provide madtmacd f BgNN J// /0 �ytt* 1 v- �'
A. Cleating:Ni Wn de contract ritot line mmove all thus and growth,except tress and areas syI-approved by the menufnet.-for ire use intended and capable of obuining a¢n- i e / / // ilsa QP RFMOI•E I l
designated m be undtsmrbed ob protected 4. Cabinetry To- existing Kitchen year guarantee ,s9�
+lesser 9imdty cony be used in these rooms,t e full ovMaY.(Con-air w give en / nelf S s "/ .. - -
B. Earthwork Ex am end back fll t'or foundauns,drwaage and whiny beach.,az a0ewmta) H. Fleshing:Provide lead canted rapper Bashing at voleys and wham required, / V�a / Ir Io 'is:'issa� 0 D.I. H Arch ALA
egmrod Come. P{x>*c bcarmg su,faas for fooling.and slabs an grade /'/ / ?P s`P s /* / - Th PI Ia Drawings. B A angcmems and any"
TT,
saved f se In fit h grodmg Grading to be done m lwa phases: tough First Floor: 1. Ice and Water Shield:(Bituthme)tit all shallow,mf Iaaaon and env(. //('6'%/ / //.// EA"N0 FOUR -x.aa AN osE°Sy£PS- 1 d A t non s d remvm the sole Property of D lane
d d final"Omsh rime of final site msmllavmt. Butlers Pantry `�/// / *t I'6z BEDROOM HOUSE 1 PO?CYI Nexnsnn Architect ALA and are not tube used,mused,repro-
g,n ing"" gmdtng m Suction We[Bar / '/� / / I '� dircetl or Pubbshed m whom or in parz wtthom me axprce.DIVISIONS DOORS AND WINDOWS / / / DECK roan *ri>a
C. Dmmage:Sim and road drai age provisions as required,and as per Civil Engineer's Mud Room Beth / / ry A' FF ELEV 15:33 _ - datePermission/[/ �f].d0 of D lane Hewitson Anehrtai AIA
drawings(BSS Design.Inc.) A Intmor Don. /" / 9 7< I LA I a a+l R DA S7EP5 ANO
Second Hln111 r ECtM'SIRUCT o
'Penmettt dmrn @Bore of Foundation Wall.con mines and wells for com.ameat of 1. Interior led Wood Dwrs.High lit 4 panel solid masonnc doors.l3l8" re- �']+ s / I. rat I E]V�F wlohnr15
downspouts.as required(See Civil Engineer's drawings). °Bath 3 assemDlM sump door units by BroscdMorgen ci quei.Sires as mdicamd oe floor / /// N+s x I\ \ ta]a
+Both4 plan dmwings,painted. / / / I TANKO drawn: checked
D. Sim UWities:C plate water,gas and Wl nmesnary underground eletvial do"hudon.s +MesterBe[h /,_/� I I Litz
cable TV.,telephone and computer as requitetl.Septic Sy1mw'drhanse is existing +Lountlry Room 2. Interior French Doo s:Brosco(or Simpson)#M-3912 antl M-3911.13/S"single �J'r scale: date:7,l$,OJE
glazed with hue divided rights,sizes as i e icared an drawings. + t.& I I.zJ
E Paving and Surfacing:Bituminous asphalt pavemem on compacted bate.to match existing. S. Countertops: Materials and color alafed by Owner. .n
t Fier Floor B F Doors w Systems _ OR �� D
DIVISION 3-CONCRETE _zt1,ior dEntry 'B1 ,,...., .....
> .a / DRP/E
'� a. ]a / #uEL / SPECIFICATIONS AN
/ � t \� SITE PLAN.
^, Sutler's Pantry-SODd Cherry ar Mehogwy 1. Exterior Plant Emry Synems:custom wad ea a 3'-6"x 6'-8",Painted,and(2) / SYAMNINC 5y\Iz.ea
A. 10"concrete foundation wells on a T.0"W x V-0"dee wndnums conrrem writing S m Wet Bar-Gasnim g m wim ram red custom storm rise(See Front i151 A rs o N.
p B co" uinisesans light
h P< Pan / Ppp1 an, vbt.
,hound eaCddperimeter of additions:poured m Place 3,000 D.s.i.conerae.Shelf detail as - Mud Room Bam-Conanoli Granite
shown on emwings.Sa$trucnud/FoundatiOn Plan. Orrily ibmry-NamB Solid toad .to de determined) Elevation for awes and lightpenems). pT nee tt Iz.z .os Oz D-cox
Fnmily/Medin Rwm Built-ins-Palncoa Wood usmr Bedroom-
_ t.+s
2. Typical EntrylFrmw Dom:Mud Room,Living Room,Sunroom antl M / n °
Ito ize � to
Specific spot footing sixes as,noted on Foundation Plan. /
yt Eagle or equal.(See Floor Plans and Exterior Elevations for site and light pancma) /a s' s
} PATIO
I Ix as fa
u.o
n a, c
E,w _ 3. Sliding Class Doors:6'B"h.I light dwrs at Dining Room ( t e
n u i i a,
s I n
Dams,for ell En dal screen f.ao net tt. GARAGE LEACH
[�T
4. CombinationSwrNSnan' trydmm:.HiBh9uahryme HOT I GARAGE LEACH '•\ r 1 • 1
' doors or wood screens(Bosco Easy Chenge Ultra View), a9 / t, NB Isla SITE PLAN �.J 1 1 1
... tt�m ... rss sa onitza o, •/ROOMS FIELD TREE
tt 4e / OVER
ny /
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Flynn
Residence
• 1.80 Pinquickwt Cove Circle
Cotuit,Massachusetts
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- - d t1 jape hewitsom'
III Architect AIA
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04 V o Y Road Qu nc MA 0217 u,. fl Auk Jfif r ', A 1
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• I, !I �— I I I � �!—_ Ir.f.(g6HY`fE NK h:l1PI!1191) I n0.�' I.tlJI
r/ L lCviilOn date
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nThD ps n ua Arch AIA
1 <sc Id Draw Designs,1,pmp,ay of and any
1 - 'related dreumunu an.and rc ain Ne sole pmVeny of DJ
Jarte ,m
-• --- .... ..... Hewimn NCNrcctAlA and an,dot to be used,reused,repro
ducetl dr bli.<hed.in whole or in pan.Anihi'r the iA.. i
' DEMOLITION NOTES: � issimr of D,lane Hew wn Archit<et AIA.
u A.The Canpa ,shall he responsible for dcmolidon proved—s: Nlrob no. Yf�315
' 1.Cleaning adjacem urcas pad returning them m,heir misting wndiuon,- dra eh,cked
pdu,m smn of work, w
z R—,-M xad legm disposal of all loox c—an.nad debri,,mmtine sealen y!I=I`-On data:v./gpc,
m d<mnlmon oplonio n.
t.Repai,if required,e.,terior h:ndscnpe m—,h uxisling(—di...o
1 r vkh Oxn
i.Repulr,if,cgvircl,house finishes m match. As-Built/Demolition
E.Rcnmee,wid,—damage,any mill-1,,lada—dawn.hand—and FIRST FLOOR PLAN
m,radiators,fururcs and Onings to Ix—sad ar,aved per the O—a ..._._. .. .._._..
nal-r.R<fcr to Aa-L1uil-l—linan plans fo,addi,i,aat infa,m.-n.
- -.. C.All existing surfaces and openings to r,ntnin shall be puraherl,iinishetl
nntl vimmctl to mmch.
♦ s ., ...... ... D.All new wall srnfnem and openings shall he vimmed to match existing,
p ific finishes to epecincaunas AB 1.1
ILI
r - F Prated caistiog hanse im<ria,nor within slop,of work Gam dust and
debdi a:aec,aanry.
r F.Runov,ail windows,od all.intend,,and exm:idr loon.
Flynn
,
Residence
• 180 Pinquickset Cove.Circle
Cotuit,Massachusetts
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AAL aepNoaM�_ - - Architect AIA
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704 Vicw,y Road Qmncy,hu 02171
+ —_— \., \ ,-. .\•. \.\. — (617)471-5200 Fax(617)471-6009
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�. `. \. \ ,� ,\ v�. A�7 P,:fa 6, f ♦ I -':...� I . no. _.revision.. ..date
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0dt Eh1..._rll� .-. _. ._ YX. ... ............. rli 7�/- r:-I
Tor m>I Pa 117 n n7 p /
. p�IgP..ry P, N4IV t140,B AEI: -
c D.Jane H,wisoa Atchimct AIA
........ ... Tneu Plans.Idens,.Dmwin85..Designs,Amang,mems and or any-
"'-" "relined dxmnenu arc,ens rcmi he,vole f D.June
mr
DEM140LETION NOTES: Gu Hewitson Arenitec,AIA end—n,t to t<used,reused,repro-
.. • eed pnblis'h,d,in whole or in pun,wiN,m th,_press,
fission of D.J.-Hewitson Archirecr AIA I
A.Tne root.mg
m t x rct,,it d to ror'I-o t on ploe,mi,m .
' I.weenie a�a«nt ar,ne d r,laram hem w Heir a.dmm job no.: xZ515 '
...._.. s n l an g l 1 g e,ad',i
prmrwslunotwork. draw ch-k,d:
_.Rar_and legal dil o10,f all toes,e,mma and deeds«salting
. frcm d—Ifl,tn SC21C I1/4"-11--o" date:,�„12.65
Repair,if re9uirW,uteri,,mndscape m mulch W,,mg(coordinore
� with Owner.) -
4.Repsir,if required.house finishes to mmoh.
• As-Built/Demolition
E.Rensove.wawa,damaga,Imy tndlw,rk.wmd,w dwrt.hardwem and SECOND FLOOR PLAN
o-im,maim,,,,fi—I.ttodfilangsl,nercatcd,rt ,dp 111�0w 1'1 ....-.. ....__........ ......._......
re9ucs,.Rcfcr la A,Rn61111 m lilion Plans fbr addilio 1 inlbnn.m.,,
C.All,.riming$urfaces and openings to mmain shall be patched.finished
it immcd m match.
D.All new wall surfacer and,penin&s shall be rtimo, ro match aiming.
. a„_dN fi,tm,a is.p,ai6Catieaa.E.Ndl,et esisllag has.,inlermr o.,wahh,t,op,of wd,k tram dam sad AB 1.2
Bends as nec,atmy.
1.Rcmero all wind,,,and,I imoaor old,_radar noon. ..
- _ _._-.,,. __.. _ . . ._ -r -_ _ -,- - -- - ----- -------.
Flynn
Residence
........ ............._ ... _,...,,.,. ..._. , _,.......,. ......_. ...._...__.. __...... _..._...,_. _..._._.
180
Pin uickset Code Circle
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_... �. .... ... ..... Cotu t,Massachusetts
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. B:r 1eiI,YD va HE yll'( fe IA riJorl.. D'leas noted otherwta
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• ' ' N` I -- ' j Anderson Structural Engineering,Inc.
Plain
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Marshfield,MAr 02050
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jane hewitson
Architect AIA
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+ IvUnOlt'fb rya'B'- f g I r tp5 bar al I?'E.W.bottom(Including' 394 Victory Road Qu ncy.MA 02171
H;ai nA4. ... .... : hitnne-Bo nda»on) ((,17)471-5200 Fa<r(617)471I 6009
:'n l ntlP Ill rrAt4
___. G 'a 4 Fv C. t l feint s it, retnforred co n0.
tB.?l A.AaanE ,,Duval date
4a15 a x r PAv� v ~ b Somenl slab(Not to ex,.e d1000 s9 ft.)Imlate foovn5s.
ull
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' .Ilit oEVBV zAadiP. ,. 'a . � Bt-:ta4} I
: _ - _ 'I c-c l o top of o t
.on. e pour 2 10.Re h fo,to d'sung Pia(ftr,
4 ._ _ ._ w f all hc,gh:vvnntrnnsand shclile,mions ot on Pill,h,
,._ _..
L/ F_;¢n it v °xo !� -!• -Int ._ ! Columns on foul A.9'0'or larger a to he 3"dtn Std.
Pipe o,,N((schedule 40)w/cap plate 6"r 10",1W'w/Irolr°
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P ceJe AIso F 'd PT.Z.Gunder Mom ac»ns,mall
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j - 1 F B lh.li bew,,d 1 d nBv "f d d ad remam d,e sole Properly of D.June
V{0 55 d d P 'f Y t, be. S f 1,5 its Al nrtd ve no
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t, N' v Ar h A m be uutl,roused,repro
d ttd of P bl'h❑ hole or rn Pan lid-1 the express.
I _` 2 Allf (o5t nrotand loundauou envsrrucr,on,s to be in tAe of D.Jane Hew nn Ateluteet AIA
1 i d i r ,nau ne Ploew in w lob
! I 3 No footing 1 11.b Pl d o luxe,sent
fill
drawn: checked:
1
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__.._. D1557,Nlwh, a I paema mvia.ofAs'rM Seale:I(d =I.-)" date
. mss�,MethPab.Proraor-rent.
can' mete vntea
An enneretr woo a,d oillf t steel avail conform to FOUNDATIONBASEMENT PLAN
h'B 4n.gr-mn W. .... .. the W.,A.C.I.Code and Manual.
2:nu.mncrere Bnau nn.e a mnsni.'e.- � mm+munr Qom
4°wG.NAp b'p.
of 3000 Pv at 28 dlys
......... .-. ..
,....- .. nun r»Pro .er mr t,.ieroreen,mus mm- .
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e.Cimcrete Placed a8ains 2"
t earth-3"
• FOOrINC SCHEDULE IF MIN.BELOW GRADE b.Formed concrete czpoconsul to e:vrb,wcad,er or wafer- .
a.Rrinforcin6 steel shall form to AMI A615-GR60.
Pro.Jde 2-N5 h, ntal—f-mg bars 3"from!oP and
:l DISIGNATt"N SIZE - RHINFORCIUG bonom f fovndetian wall.'
Typical Footing Detail F2 0 0 2 0 I'-0"D P AI CGN I iTE D f2 26 HSE.W.BOTRillw ding Nmes 5 ". I'-0" fOM K to,h,li,,,ifAlA 1.. 1
1 fh.c Y a g d ions m tha
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.. antl epo any diurepency or ditf—to the ..
F1..5 3'-6"z 3'-6"x 1 o"D 1-k5 CV.all rr— Engineer helerc Pra:e fl wit,the work.
Flynn
Residence
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SCEIC p'
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FIRST FLOOR
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Residence
I a.NBAG.'lJUN Al N��4r410 sFa4+Xl'iA[♦ '
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190 Pinquickset Cove Circle
.__ Ccituit,Massachusetts
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Dimensions noted are ryprcnlly taken
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9 _ I i". .. ...... _ '� 7f R k •j- r, ' o Spec'feal sand Elevauons for nddrtionnl
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Y Q cY.MA 02171
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date
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job no.:�F'.7315
drawn: checked
t__- .. ..._ ,, .. ......... ... . ...... ......... scale: date
4 4 ' Er lnf;� NOUnG y -
SECOND FLOOR PLAN
f
b. 4 riJuf.MnP '
Cr_AI Ldnn.W.sc,i >
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- LAND P P SUVV�YIN .
_ C ML INGINEER{NG Y
LAND PLANNING
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J LCP 34636
BSS Design,' Incorpbraf tad
X 13.42 ' 184' KaMulne,Lee Batts;Rd
N ..� w'
FO=uth .Maass.-htsett* OS40
° T 508.540.5W 7AX 508.54t8w,
SALT ' N
wM f
MARSH
.�' py � :Y...atd• 'k; F,i r,: 3 � .:W; _.diL' ?1�"i,�" «?+,Y`, 1S'1!;`v,M .'+�" �,.
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END (TOP) '
REM FND DEP COASTAL
O
OF CB / I SM t BANK LL ,..r...._
/ I I I g _
1.60
N 86�3'30" W /
off' �' �' •
r.
5230.±
W '
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X 10.32 333.38 x 11.2i BM TOP CB d
X i1.65
X ,,.71 /
I /^
(FLEW = 13.25)
8.17NG
I I• 1 I x 10.73 ' x 12.51 3.25
I CB FND .0
4.85 x IJ S ED mot, ,ti i
TA ,
1.69 I I I SIRAWI It _o /�1� xiy.eo }�-.
I I \ I BALES I / .x11.3e GATE 12 _x 1t.�,Vc�''
23 X 1 37 - ]
84 / f` 12.26 HD .rrrri .....
I I I ,262 s� 12.40 �1z.
x X 12.6 X 12.53 /
1 I i ��l' I j 7.161 7.e4/// /P /J w� 12.. /�14C 12.91 �
a1 / x a i / MR AD&VM1251
1
I > .92 ,
/ 1 ~ x0.92j Ij rYC13. 292 / 13.11 V
i
/ SM 2 / / 4.16 / 1 / X 7,60 \
/ J / X 6.42/ / 1109
3.21
//
2.94 -^
EXiST1NG SLOPE �' r of
iiiiii
-
_
a
IS NOT 'TOWN' / �j / / 1�92 0 A n
coasT `BANK / / 13.15 ,29zPROPOSM sus LOT 5 , ,: � � �� scats
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X 1.6, N J / / / X7.9 /�j /� Q c EXIS'nNG FOUR
p SE ,a3a �' 2.9 ACRES a e
BEDROOIA snort~ stems AND `JULY 22, 004
x 11.67 .�' E 15.33 ,2s` ., IPEL10V1rSTRfJCT EN1RY
DECK 13.1 I x 13,33 TRANSFORMER
TIC ,s 7
LAWN t I ,TANK /^\ .45 �ti°" EJP/JER
17 8 v/ \ I I oawE \ 14.4 45 checked
SALT / J // / 11.45 X 11.88 1314 I 1 I 13.01
MARSH / / / / / / / 11.73 13.02 J
/ SM 3 / / (�~/ / / / / x P76 1.51 4 .72 \j� 1101 13.43 _ \ job :number
1L55
1.47 2 12.09 DRAINAGE y
11.4 11.54\ 2.72 WA / \ 224
EASEMENT
91 \ revisions
7.e0 / 11.e1 \ 12.65 12�, _gpX �� \ ,
SWIMMING 11,65 ,1.511 12 7 12.90 3.07 3 03 X 13.53 \
POOL 1 ,7-6 \
W000 11.61 1.50 151 t3.19
�YVALL G?�a ,t oe , .4e 11.e3 PATIO I 2 s5 _ NG 13.21 \
/ O 11.53 , O 13.36E
� 11.61 � EXISTING
/ /&44 11.61 11.81 GARAGE ELD 1162 +a65 ,��•
G
11.43 t1.eo t,.61 HOT .I a1 w/ ROWS I� ,3.,e
J EI�O (TOP) �► TUB o.27112.7 0 OVER 3.,312
90 O / / / COASTAL 11.53 .35 v Z!e �'� T247 \ 1
BANK e- 1107 1.59 1149 11.43 1/ 13. ` `-1.3 �6,y• �/ 12.15
'•J 11.50 11.48 1130 x 12.87
2 x 13.39
.88 11----
! , X 13.46
I I / eft Hd0' \ N * x 13.34 i �/'
1.64 I I I 1 / � � .5311_ \ \ 12.05 6 � 12.30( Q
C8 FND I SM 4 I 607'f 1 7,>� CHAIN `LINK FENCE
I I I � 62.24 c
i I If I N 863330 W - R:60.00' �r L�27jd
t
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r J
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13.D0 OP
4r W r ' 31 3.22
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LEGEND: N O s
"`
1. HOU4o. 180 PINOUICKSET COVE CIRCLE
X 13.5 EXISTING SPOT GRADE
/ PROPERTY LINE
2. ASSEJRS No. MAP 005 LOT
071 of
3. ZONNDiSTRICT. RF `
CB■ CONCRETE BOUND FLOO ONE: A1. .3 ELEV 11 � s�oK E
- - -s- - - EXISTING CONTOUR 4 ( ) do V17 (ELEV 16)
do B
ucw EXISTING UNDERGROUND WIRES 5. SPOTjADE ELEVATIONS ARE. BASED ON eon title
---- c --• - - EXISTING GAS SERVICE 70NM5POGRAPHY (NGVD) BENCHMARK; 724 ��AL
GRAPHIC SCAMw EXISTING WATER SERVICE TOP (CONC. BOUND ELEVATION 13.25 SITE PLAN
FIRE
20 0 10 20 40 80 6. SEP-kYSTEM DRAWN FROM CERTIFIED PLOT HYDRANT
PLAN' CUMMAOUID SURVEY, INC.
sheet..
t IN FEET 1 OF 1
1 tneh 20 ft
rowing number •'
81438
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TOP OF FOUNDATION
CONCRETE COVERS
e 7 J11�ir mri�snir Zola ^�i n, �i N•3 N G'4.'►p
�e 4'CAST IRON 12"MAX. r
PIPE (OR 41.ORANGEBURG(OR EQUIV.) 12 MIN.EQUIV.)-MIN. _
PITCH I/4"PER.FT. PIPE- MIN. ; LEACHING FIELD (.._REQUIRED) 3 Z8 f
PITCH I/4��PER.FT. I/19"_1/2" WASHED STONE s'
�'• INVERT WASHED STONE
:.c EL..!l<0.7.... SEPTIC TANK INVERT DIST. INVERT 3/4"-11/2"
INVERT EL./�:Gi. BOX EL!o.33•
�'>?. . . • •. GAL. INVERT
b_o INVERT (NVE T'L
EL.
;,. EL...7..........
I-,--
G.47-
Z8
PROFILE OF
•, e.,., et-3-3-GROUND WATER TABLE
SOIL LOG SEWAGE DISPOSAL SYSTEM TYPICAL CROSS SECTION
DATE Tav Z4,�98/ TIME . .2 3� NO SCALE LEACHING FI ELD �/7z �L�}�V — Go T
TEST HOLE 1 TEST HOLE 2 NO SCALE (j/92n/STi9 f3GG (Ce>7-&117—) �,qSS.
ELEV. "3.•.20 ELEV. /.s, so DESIGN DATA : T'
. . . . . . . . . . 1/8-I/2 �/ Z /98/ SCALE/'95 /1/oT��
4 12'MIN. WASHED 3.ZB
e<h//SED _7,-qjl.,
7,rm' w000CoRry w,// � ++9 NUMBER OF BEDROOMS STONE '
s"
JwS-3eiL TOTAL ESTIMATED FLOW . . . �. . .. GALLONS/DAY 4' Z-Dln//Y�D
3C" 301" 4" RM ED Rev. Lfrn.D
BOTTOM LEACHING AREA S✓2V!'�o�
7Z8 ... SQ.FT./ FIELD PLASTIC PIPS CL/fH�9Qu/D MAsS.
L3/4"_I V 2
�n,T �niT GARBAGE DISPOSAL ��S . ..(50% AREA INCREASE) WASHED
STONE
-s�►*+D SAD TOTAL LEACHING AREA 7Z$. SO.FT. f' 6' 6 ' 6 ' ¢ L.4Zf LL--6'L--A/D
-44 -
-� PERCOLATION RATE . . . .z�. .SLt . . PER. INCH �
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SAw,D SM.�b GROUND WATER TABLE
144' APPROVED BOARD OF HEALTH ��joaSG�D C2��
. .WATER ENCOUNIERED DATE . . . . . . . . . . . . ��IN OF Ass /Vo72-5
AGENT OR INSPECTOR t-a OF Al, .� tH
WITNESSED BY '
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