HomeMy WebLinkAbout0372 NORTH STREET - Health 3 72~North Street"4;
Hyannis
A'=�308 008
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? TOWN OF BARNSTABLE
LOCATION ` Z-, 'V 0,-" . . `f s SEWAGE # Z U� —?
VILLAG ASSESSOR'S MAP & LOT i®® O 0
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY 0 +-t Z10
fo �tiyw.��.a Zkj \ v t'
LEACHING FACILITY: (type) �� ) (size) '� ' Z' `��
NO. OF BEDROOMS Al �4 e�DRPRw OWNER L c C_ 4t C C,.cd C f-") —
PERMITDATE: COMPLIANCE DATE:
h9r
Separation Distance Between the:
Maximum Adjust;.d Groundwater Table and 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 _
hi
-21
4:. lo
� I
No., 2—UOi '�` Qe /b O
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Z(pplication for 3igponf 44p9tem COttgtrurtion Permit
Application for a Permit to Construct V"Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 3 72 /kT-lt ST Owner's Name,Address,and Tel.No. %508 —4w
%-_j y,:I^ ti, S' //a C- 9,c. /-)u ,Y-j -, Sic ,
Assessor's Map/parcel 306 609 % $ 7+ i14 ,- ,S'- O S JZs—V i c
Installer's Name,Address,and Tel.No 0 9 It--7 ct- Designer's Name,Address and Tel.No. 4 L P, - 3 3 4 4-
.
y0 `ANOLEc�ULh L.� l�vnw��d v ,— Y3a C�S—`1 U S TLF V, kc 0-2—G.I-
0
Type of Building:
Dwelling No.of Bedrooms Lot Size �'�' "� sq. ft. Garbage Grinder
Other Type of Building �1''�'� No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 75-G -�/V o m s F gpd Design flow provided 7 Z0 gpd
Plan Date Number of sheets Z Revision Date
Title J'i n� �� ► - 3 7 z ry d,.;�} J;
Size of Septic Tank Type of S.A.S. CAA- - "` 3 i 4
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Si ned Date
Application Approved by Date
Application Disapproved by: Date
for the following reasons
Permit No. Z 0 4 —2-4Z Date Issued S�7
No.. A0 je 0
i Entered in computer:
s l THE COMMO WEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Rppltr4tion for Digogal p5tem Construction Permit
$ Application for a Permit to Construct( epair O Upgrade O Abandon O ❑ Complete System ❑Individual Components
Location Address or Lot No. 3 72 1VO-rt �T Owner's Name,Address,and Tel.No. .$ 4 y ocr-
jb'g
Assessor's Map/Parcel3 U 6 C` 8 Q!"5 s e- Z 0 7_&
Installlyll�er's Name,Address,and Tel.No. 3•y v. ' 9`--77 Designer's Name,Address and Tel.No. 4 L Qj - 3. 4_1+
CrA—L h.ido �/YCl.�Tlttt.,. 1A✓�ry Q;ry S-ve_,r ✓-,- L —(--
ZO CAAJ0LCI,/UU-) 6: 1 Tjv`,�v.�JJV" i Y�O C7L`1 U S it . ✓ �. �� (J2 �j l^
Type of Building: o a
Dwelling No.of Bedrooms Lot Size �'� sq.ft. Garbage Grinder
Other Type of Building �����-� No.of Persons Showers( ) Cafeteria( =)
a
Other Fixtures
Design Flow(min.required) 7S_ i.40 J F gpd Design flow provided 7 ?-0
4',gpd
Plan Date ���1r� 04 Number of sheets Z Revision Date
Title 14 _J 7 2 Ay d AT 14 1 �
Size of Septic Tank . /�`a J Type of S.A.S. 6) C "-
Description of Soil 1
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 j
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until`a Certificate of
Compliance has been issued by this Board of Health.
Si ned Date �213/J
Application Approved by3j�l I Date 9 511V 54
Application Disapproved by: Date
for the following reasons
Permit No. Z U y 4 — L 4 ' Date Issued
---------------' ------------------- ---
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Cerfifficate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( )
Abandoned( )by
`�
at 3 _22 has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. —70 04 Z 4 L dated y/
Installer /U0rI-�.�L•r?n Designer ✓ 1It ell,►^
#bedrooms Approved design flow -7_P-O gpd
The issuance of this permit shj 11 not be construed as a guarantee that the system w' functio tgned
Date lon' ®�� Inspector
————————————————————————————————————————————
No. 2,0 0 4k—Z 4 z- Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
1=i.5po.5al,6p5tem Con5truction Permit
Permission is hereby granted to Construct O Repair ( ) Upgrade ( ) Abandon ( )
System located at
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Construction must be completed within three years of the date of this permit:: _
Date Approved by
NOV-0e-2008 14:47 Fros-n:NORTHEPN PAOINO 5083940955 To:5084283115 P.1/1
11/06/2046 15:09 5004283115 SULLIVAN ENG INC PAGE 01
Town of Barnstable
I .� ! Rtsulatory Services
newo F.Gaff,DhWW
Public Realtb Divides
now Mex"d,star
ZW MWs Staff,ft+aWN MA 0
Onto:sat s-46 :3a&7904304
- loader A Valper Cndftdoa Forme
Ustes JJLL20QL S"Op Pilo As es?&pT2 2W!Q1
Designer., ,divan f» •'A�'rnrdvsim WIN
a w�aer+ororaa�e�+�
Addrus, MA Addrm:
on was lowed 8 Pal&to 101W a
tdat®) (it�tptaller�
septic system at 22 A baud on a desip drawo by
(addrew)
dated Ems. 1
( )
„ I that the a;&system reikwwed above was W&W substlttedallY
w=dIng to the which may inludo m1m approved ohsapn such u lateral
relocation of the 41 box mWor septic tank
I ow*that the eY>>a< m n6mxed above vu inet W with ea4or dwW
(Lb.Ftteer than 10'latarel Moeatioa of the SAS or UW vW*11 reloc iOn of MW
eompo>neat of the moo system)but to ac=dwce with State Aa Looa1 Raguladons,
Flan renrirscicn or owMed as-bunt by duipw to Maw.
mw (�natallnr'e �I�tnaMaro,
,s 8*40UN) (Aft DWSW s Sta v Fes)
P LIM9 MTW"R"PIfTA1i1.1G MUC TH WMION,CWWWA`E OY
IWRIM BY TIC 3AMTAMA FMUC IWALTH Q 101% V0V-
Q,merlt'sJlle�tial�l Fmm 3�lG�4,�
S111 "i
.297 .
CMIL
No. r e V / l� vl 1 Q�/�n Fee
THE COMMONWEALTH OF MASSACh,, SETTS red in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
0
ZIn ication for 30igozal by.5tem Construction Permit
Application for a Permit to Construct(�Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. tya ) Owner's Name,Address apd Tel.No.
f/l
Assessor'sMap/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 9 o b-t Z 7
/9/_AkL 4ve7 dv , vz%3,
Type of Building: �FF
Dwelling No.of Bedrooms Lot Size f,I /kPf- sq.ft. Garbage Grinder(
Other Type of Building Dt=r=�c� No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 0/2-'Ice ? Grn A s ij' gallons per day. Calculated daily flow 7a0 gallons.
Plan Date 9—1 7- ?-J o 3 Number of sheets i Revision Date
itle S>r e- ��v_ /—, ' 37?- /24 S r _1- f-Ju,.,", �,�2
Size of Septic Tank C,SQL /�-eu Type of S.A.S. c4P �5 6
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this Board of ealth.
. Signe 1 Date
Application Approved by dOle Date
Application Disapproved for the following reas
91, 4
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of (Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( ) Repaired ( )Upgraded( )
Abandoned( )by
at has ] constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No ted
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date Inspector
.r1
No. / Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
'Wi5po$al *pgtem Construction Permit
Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( )
System located at
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 permit.
Date:_. Approved by
7.
< ii`* No. �' % / l r� ! Fee
a i ( 141 THE G MM@IVWEALTH OF MASSACHUF.�T;T h„ Entered in computer: Yes
/PUBLIC HEALTH DIVISION -'TOWN OF BAR NSTABLEs_,MASSACHUSETTS
a J10(pplication for Oiipogaf *p! tem Co,n5truction PerrrYtt.
Application for a Permit to Construct(✓)Repair( )Upgrade( )Abandon( ) ❑Co4lete System ❑Individual Components
Location Address or Lot No. 1 S � Owner's Name,Address and Tel.No. So - /ZU—Igo'u
14
Assessor's Map/Parcel c
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 5 c 2r— b 3 7 7
I
A/
Type of Building: rr``
Dwelling No.of Bedrooms Lot Size �• ��` sq.ft. Garbage Grinder( ) Nb
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
!� (1 Design Flow U1=F�4 7 S G�c ��a o S�`- gallons per day. Calculated daily flow 7�90 gallons.
F t�►SPG Plan Date g"'/7- Z 0°3 Number of sheets 1 Revision Date
Title S�7 c 1)ev_
Size of Septic Tank/'S u� �/-e u Type of S.A.S. A a C6 i titer 7l9fbP/'S GA
Description of Soil
i�
Nature of Repairs or Alterations(Answer when applicable)
' -- Date last inspected: >
Agreements
4W. The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this Board of Health.
Signed /4 n,, .P /) Date I /
Application Approved by � 1 t1//1 l/U t% / , !/ Date
Application Disapproved for the following reas, s
Js . h i t
Permit No. _ _011- Date Issued i
————————————————————————————--
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
rCertificate of (Compliance
4�.t•
THIS.JS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired( )Upgraded( )
Abandoned( )by
at ha constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No �� f �dated
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date Inspector L .
- Y
--� —�'— -----------.-- y=—.--------
No. Fee
v T
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH.DIVISION - BARNSTABLE., MASSACHUSETTS
Mioaaf *patent Cougtructiou Permit
Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( )
System located at _
:'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 permit. '
Date:_ Approved by
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220 MAIN STREET TEL:608 540 7400
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FALMOUTH•MASSACHUSETTS 02540 FAX:608 540 0220 H0.4B29 K ® -�F NEW BUILDING FOR: ADORFSs
BETT'S POND OFFICE BUILDING
37 HYANNIS,MA SIGNATURE
2 NORTH STREET T6LFxHOHENu.
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.tn ,i!: !�'• `� f �F 1 220 MAIN STREET TEL:606 640 7400
FALMOUTH,MASSACHUSETTS 02540 FAX:5065400220 @Y •04••`ia�
NEW BUILDING FOR: h 8 � ADDRESS
BETT'S POND OFFICE BUILDING w
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372 NORTH STREET TELEPHONE No. S1GNA7UItE
k HYAM US,MA RE
• u><tT« outLET covERs Tn aE 2'-6" NOTES:
Revisions
eRoUWtT To t msm GRADE.
t, CONCRETE - 4000 PSI MIN.
GIRD. EL. 1--9 8- 11'-0' .1 A A STRENGTH O 28 DAYS
TEST PIT A. OJALA /DOWN CAPE ENG. a• YIN. PROVIDE VENT
GW. EL. 16- TEST BY: `- to•"� I I c - FILTER AND BUCSCR EN CHARCOAL �,.
cOvER . • 2. STEEL REwfORCE dO
4/1 03 MOTTLING EL. 14.8_ WITNESSED BY; SAM WHITE ; �'�'�'•" " ASTM A-816, GRADE EO
DATE: _---�-- 24" DU. MANHOLE COVER t-0. '' t .T I 1
i j: '.r.. - N 3. COVER TO STEEL - In Nw, 5�
3 ELEV. SURFACE SOIL SOIL SOIL SOIL '%
HORIZON TEXTURE COLOR MOTTLING OTHER - - - `' 20• 5
h 19_8 DEPTH , , A. PROtv10E H-20 CAST IRON PRECAST 4,8'x8.5' CONCRETE S��,N 1
w GAS 6ASF1.E i i COVER TO GRADE LEACHING CHAMBER 5
0"-4" A L. SAND 10YR 3/1 r MEET UOUO 1pv + PLAN VL
1 .5 `. 6' trw 3/4. 11) t-t/2'StptlE DESIGN FOR H-20 WHEEL LOAD SEE PAVEMENT N
9 li� SECTION ITCHELLS
-(_ i. S t/2 DIA• KNOCKOUT SLOPE SURFACE TO DRAIN
Y r I +e• aA S-0.02 •9'A
.:r::r• COVER " ( P) .�.r► LOCUS �\
4"-20' BW L. SAND 10YR 5/6 - s::�::r�, ::e:; :?.r:�::::. ,..::•;r.;:,r,:;r,.•.:.c
AN PRECAST,CONCRETE SEPTIC TANK n 1. 30TTOM oN LEVEL JTABLE 8_ ;.t
t 8.1 REINFORCED WITH STEEL
MED/COARSE •tw►. tw0mu ST MAIN S �O
20"-60' Cl tOYR 5/6
14.8 SAND/GRAVEL PLAN CROSS SECTION VIEW � *Go ACCESS ,
GRAVEL W/ NOTES 3) INLET AND OUTLET TEES TO BE CAST IRON pse I + BACKFILL WITH COVER C io
60"-84" C2 BLACK YES OR SCHEDULE 40 PVC, F_XISTING SOIL MIN.2" LAYER OF
BOG IRON 1) SEPTIC TANK TO WITHSTAND H-•10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVERS. iO 1/8--1/2- DOUBLE
12.5 UNLESS UNDER PAVEMENT, DRIVES Ort TRAVELED ,,__ -•40 DISTRIBUTION PIPE WASHED STONE V1
MED/COARSE WAYS. WHERE BY H-20 LOADING 'HAU APPLY. 1500 U . n L� L� Q
84"-132" C3 SAND 2.SY 6/3 2) ALL PIPE CONNECTIONS AND CONCRETL CON- NO. OF GALLONS: ELEVAr" VM WASHED 1/2-
TONDOUBLE
8.8 STRUCTION TO BE WATERTIGHT. �• OTM A-A
BOTTOM WATER OBSERVED O tap PERC ++oLE PERC RATE: . N B ,� a C�iv �� C, �4* ON E D S)43' EL.•16.2 • N/A N A MIN,/INCH 'TIC TANK DETAIL DISTRIBU'1'10 OX DETAIL N Q Q Q C] C� Cl JC
OBSERVED GROUND WATER ELEVATION CONTROLLED NOT TO SCALE DB� f"1
BY THE FIXED OUTLET AT AUNT BETT'S POND- NO ADJUSTMENT REO. INLET do OUTLET COVEF,'S 0 BE BROUGHT TO - NOT TO Al - 1'
TEST PIT 2 GRID. EL. 27.5 - Lm S- FINI'A GRADE FINISH GRADE 2X MINIMUM FINISHED GRADE OVER LEACHING AREA
N
GW. EL. TEST BY: A. OJALA /DOWN CAPE ENG. 4• PVC SCH. LOCUS MAP
,.
4 1 03 MC`T71.ING EL. WITNESSED BY: SAM WHITE r (TYP.) FIRST TWO FEET TO TU EXISTING SOIL
DATE: _L.L_ BE LAID LEVEL UNDISTURBED
z
ELEV. SURFACE i SOIL SOIL SOIL SOIL :'. (MEDIUM SAND)
' NOT TO SCALE
27 g DEPTH I HORIZON TEXTURE COLOR MOTTLING OTHER ;: Al H-20 _��;. 4
' 15 Gi L.
►' ASSESSORS MAP 308 PARCEL 8
SEPTIC TAh+' H-20 20
0"-4" A L. SAND 10YR 3/1 ;:;:::r LEACHING CHAMBERS I� PLAN REFERENCE: PLAN BOOK 316 PAGE 5
27.2 I FOUNDATION �0�1M OF Q4�`,ARNE,��s
I N ANAYI
4'-24" BW L. SAND tOYR 5/6 ZTO UE INSTALLED ON A SYSTEM PROFILE PROPOSED_�,LEACHING DETAIL - $ �k �� ;� H. `�
25.5OJALA
MED/COARSE LEVEL k STABLE BASE, OBSERVED GROUNDWATER ELEV. 16.2
NOT TO SCALE NOT TO SCALE DESIGN FLOW: fib► y No.26348
24 -l.0 C1 2.5Y 5/6 GRAVEL
22.5 " " SAND r r OFFICE - 75 GAL./1000 S.F. .rf,* aEp ��ff�o rc)t D`�
I o�, I I s16o S.F. - 4s2 cao �� Al EH�� s
60"-84" C2 MED. SAND 2.5Y 6/6 � 5:,;o, '
20.5 � J?091/JJs .E
FINE/MED. I,� SEPTIC TANK REQUIREMENTS: I
84"-132' C3 SAND 2.5Y 6/4
� 462 GPO X 200f: 924 GAT.
16T I C9 I� USE 1,500 GAL. H-20 SEPTIC TANK Project Title
�30TTOIA PERC RATE: mo. h PROPOSED ° «
WATER OBSERVED o TOP 2' HOLE M1� CONCRETE LEACHING FACILITY REQUIREMENTS:NONE ENCOUNTERED • 5Y" 2 MIN./INCH • a- t�
/ h f OUMPSTER PAD a •
014 ��I 4ft � ?d \ 21, I i /4(FENCED) / REMOVE
E NOTE)UNSUITABLE MATERIAL I � 462 GPD/.74 - 624 S.F
Nt e
TEST PIT # 3 GRD. EL. ___...-_ WN AP N I R /DRAIN ?3• 27 r // // / /
A. OJAtJ1 /DO CAPE , ` 2 / / LEACHING FACILITY PROVIDED De Ve%
GW. EL. TEST BY: �/%ROC)FELL p ent
4"%OJ MOTTLING EL. WITNESSED BY: SAM WHITE • ( , /
DATE: _.._ � I t" 25"�,�- \ VsNT '� I ? / ,y,QA,,.A ¢ (4) 8.5 ■ 4,8 LEACHING CHAMBERS WITH 4 STONE.
ELEV. SURFACE SOIL SOIL SOIL SOIL • I I \ I �'/K Div PERRY .•..,.. 2' EFFECTIVE DEPTH. c
27.5 DEPTH I HORIZON TEXTURE COLOR MOTTLING OTHER I ' +LP ,N 1Y� hyl ; /J?j a�J
h / / `'�- �...,� COORDINATE WATER SERVICE OVERALL DIMENSIONS 42' >< 12.8' x 2.0' EFF, DEPTH
0"-a' , a L. SAND 10YR 3/1 / / / : '; I I :. H A �- AND AVAILIBIL17Y WITH
27.2 • / BOTTOM: 42' ■ 12.8' • 537 S.F.
/ BARNSTABLE WATER
I AND tOYR 5 6 / / r' TP03 • PROPOSED D q!DEIN
(TYP.I h ( I ( tip \ w // COMPANY _SIDES: (42+12.8)2 x 2 - 219 S.F.
25.5 4" 24 I BW L. S / / ` 500 GAL. I I ( P TOTAL - �_ 2 .. 1 0 L 756 S.F. 72
IAEO/COARSE / ~' �. �� TANK I s•IM►N l '� `21. 'I / 756 S.F. It 0.74 560 GPO, CAPACITY O.K.
' 24"-60" I C1 SAND 2.SY 5/6 GRAVEL � / Q �?� '.. �• I
North Street22.5 IQ 10e
60"-84" CZ MED. SAND 2.5Y 6/6 I PR t
/ `� 1 GIN
4 TES s NON WOVEN FILTER FABRIC
20.5 / N m C� WITH S 1MRAFI 700X 3/4 - i t/2• DIAM.
" " FINE/MEO. I - ?6- Ito ;,w " WASHED STONE. NOTES
84 -126 C3 SAND 2.5Y 6/4
L Q W / / a I I 21.9 Z� �;� Z / 4 OF PEAST E 1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION
17.0 �. �� a METHODS AND MATERIALS SHALL CONFORM TO Hyannis
BOTTOM PERC RATE: <`5,; TP�2 / `I� TITLE V OF THE STATE ENVIRONMENTAL C
OBS OBSERVED O +- I � / / i I "� 1 / f �� r n � ODE AND
WATER E TOP PERC HOLE ,. _ �. •� e- /Il � r � -•+.., ,. .�,1' Tr . , ✓ 6 �� ;th I ,,F 8.1. ASTABLE RUES l►NC �?EGt,�ATE .
.OhS.
- Iv'JNG u.\rGyiv iCr:cv &W • 52' �. MIN./INCH /'�• •�•,`7 •} % / -•-"....22- ` 1 ` '
� OPOS 0 � tTPr1 / / 2 /' \•-exist. il►. A.
GROUT TO BE USED AT ALL POINTS WHERE PIPES
A / // y• :�• BOX/� / / t I �� Cotch Basin i ENTER OR LEAVE ALL CONCRETE STRUCTURES IN
25' ' DB9 H- / / t j, Ron=J9.5 / o T ORDER TO PROVIDE A WATERTIGHT SEAL.
/ I/ w%�D R8t2t. 1 / N e SLOT B of a SLIT B SLOT
a PROPOSED 3. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE
SEALED WITH NEOPRENE GASKETS OR ASPHALT Prepared For
` ROOF 0 w 1 / / / //~ / / / / w C4 /DRYWELL 1140,600
< / CEMENT TO PROVIDE A WATERTIGHT SEAL.
i-� � 6 Pp
/_ 4. PRECAST CONCRETE SEPTIC TANK, DISTRIBUTION SgVta 8c Silvia
REM vE UNSUITABLE OSED / BOX AND LEACHING FACILITY TO WITHSTAND H-10
LOADING UNLESS UNDER PAVEMENT DRIVES OR Associates, Inc.
/ % \ Q; / MA ERIA� (SEE/ / /PA 0 / Exist. .
-r \ / /�+ NdTE) / / SPl LWAY > /� UP With 1.5' TYP .-0• TRAVELLED WAYS WHEREIN H-20 LOADING SHALL
UN-5. UITA +,NiATERIA NOT 21, / / > / / / / / 1 // Guy TYP. APPLY.
""" �`/� -- / �/ ! / // / / // !, INVERTS LEVEL AT 5. All 4" PVC PIPES IN THE SYSTEM/ oo I E SHALL BE
WITHIN AREAS SHOWN, (5' IN ALL DIRECTIONS FROM PROPOSED �\� i .01 �•0-1` 1 \ / // / / // // / PIPE SIZE SLOT ELEV. 19.2 SCHEDULE 40.
LEACHING SYSTEMS) ALL UNSUITABLE MATERIAL TO BE REMOVED • 0-1. '' \ \ �• / / I / ,del 8' 2'
AND REPLACED WITH SOLI CONSISTING OF CLEAN GRANULAR SAND, 9� i .10 \ / / LP 4 �� 6. WASHED CRUSHED STONE SHALL FREE Or ALL 3261 Morn Street
FREE FF`)M ORGANIC MATTER AND DELETERIOUS SUBSTANCES. �\ •� / I i ,� / / / GIRT, DUST AND FINES. r Barnstable, 11A
MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL 12• '�• - » 02630
N.
/ 9 UTILIZE 1 H PP N-1 R A 7. ATPOINTS
%» '�:�. .; , ,:�..•' :;'; :;�; :.�.
NOT BE USED. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER / / L ZE 2" -20 C ADS 2 0 EQUAL\ .. v • All OF INTER ON OF WATER LINES ` .r .•��:�•,• .,� . ��':•�,
' ANALYSIS USING A 14 SIEVE, SMALL BE ?1 � / L SECTS :.
THAN 2 INCHES. A ,IEVE , 4 LPl � / / J � • SHALL BE CON-
STRUCTED �,:�. »r:� , •. •" -��`•
PIPES SBA ' '�.�:"}•,,C'i�r.?'•,,r.r;:' l;r•1•.,:.i�•''�.c"t
PERFORMED ON A REPRESENTATIVE SAMPLE OF THE FILL. UP TO 45 . �� / / / / / 0 DRAINAGE LEACHING TRENCH DETAIL AND SEWER LINES. BOTH P '»~' ;'•' '% : �\ '`:
F SAMPLE MAY BE RETAINED ON THE M4 / • i / / 0'� OF150 •u .^ < i ,
P BY WEIGHT OF THE ILL ?? ti ti/ / CLASS TO PRESSURE PIPE AND ARE TO
Y ALSO SHALL 8E PERFORMED ON THE l / / 8E PRESSURE TESTED TO ASSURE WATERTIGHTNESS. .'� ••� ~•'' ,•,,r• ..
SIEVE. SIEVE ANALYSES L • J / / � -f••:•••.,!•::'•.• .'!•:. •,•:..
FRACTION of THE ilLl SAMPLE PASSING THE /4 SIEVE. SUCH • i / / ti� / 0� NOT TO SCALE A. M. W�01!1 Aaaoclat08 lnC,
ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH • • �?D / / / / �/ .�� •
S. 'SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE
OF THE FOLLOWING SPECIFICATIONS: '•. • TB� / 9h MANUFACTURER,MANUFACTURED BY ROTONpO OR AN EQUIVALENT 976 032T FAX 376 032s�
EFFECTIVE X THAT MUST • • '�• / / h
•• BRICK LEVELING COURSE Drowing Title
SIEVE SIZE PARTICLE SIZE PASS SIEVE
• • LoBARON LK t20 CATCH BASIN AS REQUIRED FOR GRADE 9• EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING
• •• \ / / BENI,�HMARK: " FRAME AND GRATE ADJUSTMENTS AREA AND BACKFILL WITH MATERIAL AS DESCRIBED
1 4 4.75 MM 100x
� 50 0,30 MM 107G - 100X ` pR4op•' +•• • �� /
M 100 0.15 MM OX - 20l: � •
j 200 0•075 MM OR - 5X '�• $` vMt C:NgI'B, S/ •• •• • • t 19 //� / CATCH 13ASIN RIM ELEV. FRAME TO BE SET IN LAN.
. • • / s 19.5 ASSUMED. BASED FULL BED OF MORTAR;• DRILL (2) 1' DIA. HOLES
• •' •• ON G.I,`7 SPOT 10-HEAVY EQUIPMENT SHALL NOT
.. S 0 ELEV. 0 BE ALLOWED TO PROVIDE 'V' OPERATE OVER THE LIMITS OF THE SEWAGE DIS- �rOPENINGS POSAL SYSTEMS DURING THE COURSE OF CON- a dim
,,,` / O -•• 4• t In 'TRuCT10N OF THE SYSTEMS. V�
PROPOSED IA.
INVERT VA TI N `; PAID `� PIPE EL.E C� S N ` / SPILLWAY / HEIGHT OF 8' MIN. OUTSIDE
2E CLEARANCE ER
1'.'17 FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL Drainc e
`o / 3YSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN g
-f7- <v 7- // RISER SECTIONS APPROVAL
4" INVERT AT BUILDING 2.� � Z�^ C1 /� / MAY VARY OF THE ENGINEER AND THE LOCAL
I m\ / / FROM 1' TO a' 1' CLEAR \.12" REINFORCED CONC. BOARD OF HEALTH. _
4" INVERT AT 1500 GAL. TANK (IN) 2 1 //�
PIPE (TYP.) 12.7N+S SYSTEM SHALL BE INSPECTED AS REQUIRED BY
NORMAL WATER LEVEL TITLE V. �
1 GAL. TANK OUT 2_ I / \ // Septic
4 INVERT A7 500 (OUT) \, / /� \_120CMP ELBOW 13,M CERTIFICATE OF COMPLIANCE AS REQUIRED BY
I
TITLE V AND AN AS-BUILT PLAN
4" INVERT AT DIST. BOX (IN) 23.63 '••1 // / w MIN. 0.12 SO. IN. STEEL 4F THE SYSTEM MUST BE OBTAINED BY THE
3-0 PER VERTICAL FOOT, PLACED CONTRACTOR UPON COMPLETION OF THE ABOVE W Plan
4" INVERT AT DIST, Box (OUT) 23. gip, Ge. �, j SUMP ACCORDING TO AASHO �K•
MORTAR ALL JOINTS (MAX.) DESIGNATION M-199 14,THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE
INVERTS AT LEACHING FACILITY: 311c- ':�) // 5' MIN. I DISPOSAL UNIT.
4" INVERT AT BEG. / 48•t 1' DIA
LEACHING FACILITY 23.20 Ak Alic \. � �k PRECAST CEMENT CONCRETE 15' 1`LL UNDERGROUND UTILITIES SHOWN WERE COM-
BASE UNIT PILED ACCORDING TO AVAILABLE RECORD PLANS PLAN VIEW
�E�aOw�cc / 1 / AND ARE APPROXIMATE ONLY. SEE CHAPTER 370. Scale:I"• 20'
4" INVERT AT END 23.20
LEACHING FACILITY I � ,// / ,.� /� I � ACTS OF 1963, MASSACHUSETTS GENERAL LAWS.
4� 8 MIN. M2.01,4 WE ASSUME NO RESPONSIBILITY FOR DAMAGES _I (� / / CRUSHED STONE ,
ELEVATION AT BOTTOM 'NCURRED AS A RESULT OF UTILITIES OMMITTED OR
0 t0 20 30 a0�gp FEET
INACCURATELY SHOWN. THE APPROPRIATE PUBLIC Dote
` N/ ENGINEERING DEPARTMENT SHALL BE CONTACTED AS Sep. 17• 2003 Dro,ryln9 No.
16.2 WELL AS DIG SAFE (PH. NUMBER 1-800-322-4844 Design A.M.W.
OF LEACHING FACILITY -•
1 s.2 � �
OBSERVED GROUND WATER ELEVATION CONTROLLED )
BY THE FIXED OUTLET AT AUNT BETT S POND PRECAST CONCRETE CATCH BASIN Check
NOT TO SCALE
Drown J.V.B. 3
Job. No. 2.0780.00
Lost Rev, of 3
Slvb North Street 9-3 Grod. Rood
LE BARON MODEL Vent
LE BARON MODEL LF248-2
LF248-2 FRAME & GRATE CTYPJ
F,F EL. 26,00' FRAME & GRATE CTYPJ
F.G. EL, 25,00' z F,G, EL. 24,5'
Septic Design Analysis:
See Note 4 <typ,> NOTES Of f ice Flow: 75 gal per 1,000 SF-
1, Water Supply For This Lot is Municipal Water. (75 gal X 9,600/1,000) = 720 gal
i
2. Location of Utilities Shown on This Plan Are A PProx,
Filter At Least 72 Hours Prior to Any Excavation For This
Fabric Project the Contractor Shall Make the Required Septic Tank Requirements:
EL. 23,0 lu
_ __ Top Et, 22,8' CMinJ Notification to Dig Safe (1-888-344-7233) 720 gal X 200 % = 1,440 gal
EL. 22,8 0a 1,500 Gallon 14" EL, 22,6' 3, The Contractor is Required to Secure Appropriate lJ s e 1,500 g Q l Tank (i-i-2 0)
Septic Tank EL 22
4, , Permits From Town Agencies For Construction
H-20 � Defined by This Plan,
Flow 4, Install Risers and LeBaron Model LF248-2 frame Leaching Chamber Requirement:
EquNzers EL, 21,8' and grate to Finnish grade, 720 gal 0,74 = 973 SF
As Required ' 5, All Structures Buried Four Feet or More or Subject
' to Vehicular Traffic to be H-20 Loading,
Bedding, "T's, t Bot. El, 19,8' 6, Septic System to be Installed in Accordance With Leaching Chambers Provided:
& Baffels If Encountered Remove & Replace 310 CMR 15,00 Latest Revision and the Town of Bottom Area: 59'x12,83' _ 757 SF
Barnstable Board of Health Re
MO' as Per Title 5 Regulations,
g Alt Unsuitable Soils Within 5' of Sidewall Area: (59'+12,83')x4 = 287
The Outer Perimeter of The 7. All Piping to be Sch, 40 PVC,
20' System 8, Wherever Sewer Lines Must Cross Water Supply Total Area Provided: 1,044 S F
Min, Test Hole 2 El. 14,5 Lines, Both Pipes Shall Be Constructed of Class 150
No Water
DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Pressure Pipe And Shalt Be Pressure Tested To =
i Groundwater @ EL 14,2' Check: 1,044 x 0,74 Assure watertightness.per 772,E gal
NOT TO SCALE groundwater r ounndwaterelevation
controlled by the fixed
outlet at Aunt Betty's
Pond and an actual
on-the-ground survey,
PERC TEST: 10,860
PERFORMED BY A, ❑JALA TEST PIT 2 ON TEST PIT - 3 N
WITNESSED BY: SAM WHITE ❑
APRIL 1, 2003 PERFORMED BY A, ❑JALA GIs GROUND PERFORMED BY A, ❑JALA GIS GROUND
APRIL 1, 2003 SPOT SURVEY SPOT SURVEY
APRIL 1, 2003
EL. 27,5 EL. 25.5 LANDSCAPE
TEST PIT - 1 ON „_ „ EL, 27,s EL, 25,5
0 4 A LAYER - 10YR 3/1 MATERIALS:
PERFORMED BY A, ❑JALA GIS GROUND L. SAND 0"-4' A LAYER - 10YR 3/1
SPOT SURVEY L, SAND
APRIL 1, 2003 27,2 25.2 27,2 25,2 d Street Trees: Tortorion Maple, Crimson King Maple, Burning Bush, or similar
EL, 19.8 EL, 17.8
0•-4' A LAYER - 10YR 3/1 4"-24" BW LAYER - 10YR 5/6 4"-24" BW LAYER - 10YR 5/6
L. SAND L. SAND L, SAND Ornamental Trees: Chinese Dogwood, Japanese Red Maple, or similar
19,5 17.5 25.5 23.5 25.5 23.5
4'-20" BW LAYER - 10YR 5/6 24"- 60 C1 LAYER - 2.5 Y 5/6 24"- 60" C1 LAYER - 2.5 Y 5/6 Screen Trees: Nigro Arborvitae, American Arborvitae, or similar
L. SAND _ MED/C❑ARSE SAND MED/C❑ARSE SAND
w - YR 5/6
22.5 20.5 22.5 20,5 Shrubs: Judd Viburnum, Chinese Juniper, or similar
C1 LAYER 10
20 60 MED/CJARSE 60"- 84" 60"- 84" C2 LAYER 2.5 Y 6/6
C2 LAYER - 2,5 Y 6/6
SAND/GRAVEL MEDIUM SAND Grasses: New England Erosion Control/Restoration Mix
- 14,8 12.rs MEDIUM SAND
60"-84'" C2 LAYER BLACK 20,5 18.5 20.5 18.5
GRAVEL. W/BOG IR❑N Wetland Grasses: Existing wetland speges; special plants around sign
5,0 3,0 84"- 132" - C3 LAYER - 2.5 Y 6/4 84" 126" C3 LAYER 2,5 Y 6/4 a
r " MEDIUM SAND
84 -132 C3 LAYER 2,5Y 6/3 FINE/MED SAND -
17.0 Lighting (Low Level & Directed Dorvnw�ci')
MED/C❑ARSE SAND 16.5 15.0
' TOP ,❑F PERC H❑LEI 52" 'PERC RATE, < 2 MIN/INCH Lighting (Ground Level)
TOP .GF^ PERC HOLE: 52" PERC RATE, < 2 MIN/INCH NO WATER ENCOUNTERED
OBSERVED GROUNDWATER ELEVATION CONTROLLED BY NO WATER ENCOUNTERED
THE FIXED OUTLET AT AUNT BETTY'S POND - NO ADJUSTMENT Lift
REQUIRED - WATER OBSERVED 43' AT EL. 162 corre to to 14.2
�Cc��roua
m014 0rvey
r
DRAINAGE ELEVATIONS
LE BARON MODEL LF248-2 L FRAME&GRATE BARON MODEL�4&2 _ - _ _ -
FRAME & GRATE CTYPJ (SEE DRAINAGE ELEVATION CHART) RIM INVERT SIZE
(SEE DRAINAGE ELEVATION CHART)
QQ
I LEACHING CHAMBERS PRECAST CONC. RISER OR Type A" Berm CB 1 18.0 16••5 CID
Slope p pp FD 4X8-D BRICK & MORTAR SHIM Varies CB2 18.0 16.0 6' ID
MORTAR SHIM a AS REQUIRED CTYPJ D
a n 12' OHDPE PIPE (FLOW DIFFUSOR') Level 3.0'
0'-10' a a' n vAR RFQUTRFn a MORTAR SHIM
2 - 1 1/2'D a MANIFOLD
FI T R FAB [C (TYPJ
a ---- - - ------------_ ----- 1112•arru�+GOSSURF COURSE
HOLES (TYP, 1210 X.(TYPJ 4 •x: ,'� 2'❑F PEA STONE CTYPJ - - 1 is errunrwousea+oexcouesE CB 3 18.8 1 6.5 6' ID
° 12' 0 i {'{ r `� �2'GRAVFLBASECAURSE CB4 18.8 16.5 6' ID
HDPE PIPE (TYPJ HDPE PIPE (TYP,) ® ® ® p 8
7Ib' Yra 1/2' TO CRUSHED
DOUBLE WASHED CB 5 18.8 16.0 6 ID
4,0'
d ® ® ® ® � CRUSHED STONE CTYPJ co�aeecrE°suecw�°E '
4
14�
% CTYPJ.41 60' 0 HDPE PIPE (TYPJ BITUMINOUS BERM & PAVEMENT DETAIL
SEE DRAINAGE SEE DRAINAGE
ELEVATION CHART ELEVATION CHARTZZ10
01-8• ° d v' FOR ALL INVERT d a FOR ALL INVERT Not to Scale FLAT TOP MANHOLE ELEVATIONS FLAT TOP MANHOLE ELEVATIONS FD 1 ---- 1 5-5 4'x8' w/4' OF STONE (12'x24')
} 6'-0' DIAMETER 6'-0' DIAMETER FD2 ---- 16.0 4'
<H-20 (H-20 x8' w/4' OF STONE (12'x 10')
) )
DRAINAGE SYSTEM FD3 ---- 15.5 4'x8' w/4' OF STONE (12'x26')
DEVELOPED SCHEMATIC LP 1 ---- 23.0 600 GAL W/ 1' OF STONE
LP2 ---- 23.0 600 GAL W/ 1' OF STONE
Not to Scale
Notes/Revision: PREPARED .FOR: . PREPARED BY.- Title:
CapeSurvSpecificationBeth's Pond Buitdin Trust, lnc. Sullivan En ineerin , Inc. Sheet forg g g IV-
�
PO Box 659 7 Parker Road
7 lndUStrlal Park Rood Medway MA 02053 Osterville, MA 02655 Osterville MA 02655 ImprolVements At 372 North
(508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fax
PSullPE@ool.com copesurv@copecod.net
Street Barnstable i( Y
H annis), Mass
Draft: JOD Field: WHK/RRL
Comp.: JOD Comp.: RRL/WHK Date: Scale:
Review:PS Drawing # November 18, 2004 ill 201
t
t 7hkW
3t��'
say
G
ou
N � � r
m t aGr�
x. tr► ■
Town of Barnstable
120971j161 is "� 4
>9twF-� t tinted from TOPO!019198 Wildflower Pmduetions(wvnv.to o.com)
Proposed Septic System j
SeeTti1 a3tablef 4 LOCATION MAP
C 2 Story W/F 1» = 2
o0ot
Office Building
( ! I ! I 1 WI-2 I I I I I 1 Q, #340
B/DH I ! I J I I J / \ � N N/F ASSESSORS REF..
! I I fnd I I I CB f�1d I I / \ o m Q y
M1435111 N/F Map 308, Parcel 008
f Bordering Ve itated Wetland , '� I / s&N 1 `� > id-in A Perry I
Edge o g g f� 6 I / I I ti6.26' , set 3 .98 S&N \ /`\7s7/247
Flogged b Haml Consulting (12/99) I 44.99� I I 1 tN8 47' S"
99 y yn I flr set W \
I
! I I l '� 84.81 \ OVERLAY DISTRICT.
I PropI ! l Y S&N / \
f I ! I 0s Work I 1 / / 1 1 1 1 T set I / 69.15' / \ AP - Aquifer Protection District
w J I Double k Li�it / \ I El. 24.5 / PK Nail I q
o I ! I !� ! IBales'w/ a1tFHay} 1 1 l/ 1 1 22.7�� 1 �d 1 d \ �F= As Shown on Plan Entitled
rn e I 1 Revised Groundwater Protection
pen 1 LP 1
l
1
/ / I / I !� \ 2 1 1 I I I !. ! FD- \ 16x3 Overlay Districts" - April, 1993
it Parking Area
! 7 \ / I J Be Removed
i, ` \ I , 60, \ �� I ! I , - FLOOD ZONE:
I �� \ ` 1 I ' `
\ \ \ I \ \\ \
Edge of Pond EI=13.2' _' "_ ' ��• � I Zone B & C (see plan)
__I_ I I I / `- - _- \. Community Panel No.
Approximate MSL (By GIS) I I I \ \ \ \ txf
I \ \ To Pr Q� 2��� I I f' i + 'j I I i I I 1 I #250001 0006 D
j� (� I II Jul 2, 1992
\ N 1 C'\� I j .,/� may; I I I I I I see vroth - y
I \\ ) atufal n Devotions n
976 0 S� sne.t 4 of 4 ,
\ -- - - - _ SITE AREAS.
I •
071
R=17.5' i I \
I I I I I / St I'�T �\ O t 4j i I I I I l 16x +1 J , y
(� i + II ) / 372 North Street Hyannis, MA
DESCRIPTION PROVIDED
T , \ \
10 li 1 O I I I I Lot Area (total.) 47,758 SF
1 I
f I I ~ :G l•� l- -�;'�}� i I � I i I I I \ /-•• \ BuildingArea (footprint) 4,800 SF
I 2 Bu �din I \ I I I \ 7 +� // I Pavement Area 15,673 SF
I I 50.a' \ \ \ 1 I \ �0 �i / 1
nd + / / Sidewalk
Landscape 9,282 SF
Sulld, ,S \ ? j a;>7�/I / / /I / / / I / ff-Site Landsca e 4,640 SF
w I I 1 \ I Natural Area 17,505 SF
I1 -2 / 17x9 \ i
- - I of Area (upland) 44,788 SF
1 I I I ' I I \ \ \ I '"f / / -] -' ' / / i / \I of Area Wetland 2,970 SF
1 ! �5.0'
1 1 I 66.6Y
/ \ i� )LP-1
I \ ; '��- / - , 1 �+� a� 1 ZONING DISTRICT:
1 �- III -\i'` i -= \� � � \ '•• / / / / / � \�
"0-1" OFFICE DISTRICT
�' DESCRIPTION REQUIRED PROVIDED
' { vim• 1� 1\�� \. / / �� \ � \� � � / ' �20 •�c; � / / // /: / <`°e '
FDf- 1 / 17x6 c -
\\ :, ..._ . to Lot Area (min.) 20,000 _,l 47,758 ,SF
V♦ 1 f \ \ � \ _ / / \ .,: / .,�� / +� . :- j ,, Front_a F:jmin) 12.5 LF 298 LF
1 ''j` ,\ \\ 1 1 / / O , / / Lot Wrath min. - ---_ _ 231.�7 LF
el,
\\� / Setbacks:
- 78.7 LF
_17- — , Front Yard 25 LF
�f� \�I I ' \ \ \ \ ✓'/ / / / / O ' 0e`_��� 0� _ / Side Yard 10 LF 22.8 LF
Rear Yard 20 LF 66.6 LF
Bld . Hei ht (,max) 30 Ft.* < 30 .Ft.
p /�, Ioor Area Ratio (FAR) 0.40 0.20
TO Re \ / - 0 17x4 OR 2-1/2 STORIES *41CHEVER Is LESSER
main /
(Natural
1 �( W-7
TOW 17x4 f
!' I ,, \ r /
El. 24.5 1
'r@ -8 1�t / // N�
Manuel Ginsberg, Trs. �
C) \< � 7397119
\ /
l fnd \ N 0�s a H%ns o' 0
\ 18 %rj� Sheet 4 of 4 Goo°e
``` ' `\ 1�WF s \ 9933•e / 17x3 1+� ---
\\ n
CB/DH
15
F �r
11+0 /
// I
nc�. Culvert MO—
OF
0 \
i
®CaR h16.5
I
Basin PEM
�1.1 Voii
/ Lot 6 /
C11/tl
e
Story / R=16.5 Catch 0`
Brick Building / Basin
A9 AC UnitsO #396
Notes/Revision: PREPARED FOR: PREPARED BY. ! Title:
for
i formation shown was nd Buildin Trust Inc. Sullivan En ineerin , Inc. CapeSury Gradin /Draina e/Se tic Plan 1.) The property hoe n BettS PO g g g g g P �-
compiled from available record information. ' PO Box 659 7 Parker Road
7 inCiUStI"1Qi Park ROQC� Osterville, MA 02655 Osterville MA 02655 ImprovfUnments at 372 North 0
2.) The topographic information was obtained Med wo MA 02053
from an on the ground survey performed on (508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fox N
from n on PSullPE@ool.com copesurv@copecod.net
Street Barnstable (Hyannis), Mas
3.) The datum is approximate Mean Sea Level 20 p 10 20 40 80 Draft: JOD Field WHK/RRL
based on the Town of Barnstable GIS map. Comp.:JOD Comp.:RRL/WHK
Date: Scale:
Review:PS Drawing # November 18, 2004 1 "=20'
._'---'_- ----
i
j
E-"
I
i
7
EE
W
:FT
oe
ONE =
N -lTj;
—
Q F-
®ICI
®® z
FM
c
Liu
Ljr-=
00
O N
FRONT ELEVATION REAR ELEVATION
s, 114* . r-a SIDE ELEVATION
.cAL
SCALE, 1/4' . 1'-w KA4/- 1/4' - p-01 U N
1� O
WO 0
It It
N LO
0 O
00
�-• to to
U Jx
W Q
LL ~
LO
V
A
O F� ,
e
_ W
_ N
W
W w 0 �
U
w
- Q
uj co
WQ
V Z �
QO
LL
0 J
J N Q
N U.
1575 S.F 883 S.F 1575 S.F 1555 S.F 754 S.F 1555 S.F
ON
---------------------------- --- --
— ----------------------
UNFINISHED ATTIC
(MAX CEILING HGT. 6'-511)
DRAWING TITLE:
i
i
DRAWN BY:
ON
CHECKED BY:
17R ON----- - ON
DATE: 1128105
nR
ELEVATOR ELEVATOLEVATOR � \\�` REVISIONS:
LOBBY
ur TO Ra W TO
aoecac 155 ,S.F. Roorceac
ur
PROJECT No. 0438
FIRST FLOOR PLAN SECOND FLOOR PLAN THIRD FLOOR PLAN SHEET Na
SCALE, 1/4' - 1'-01 SCALE. 114' - 11-0' SCALE, 1141 .
4800 S.F 4526 S.F
TOTAL 01480 S.F. �'-0� TOTAL g480 S.F.
O
OF 1
-- -- -_ - - -- ----- - -- ----- -- - -- --- ----- -- -- ----- -- --- -- --- ---- ------ -- --- - — --- _ ---- -- - -- - - - _ -- - - -- - - - - -- -- _ - _ --------------- -- ------ --- ----- - -
� IT