HomeMy WebLinkAbout496 PUTNAM - FORMERLY 0040 CAP'N EZRA'S LANE �- --x,�
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A �T Town of Barnstable
Regulatory Services
v
s"xr'sr"BI'E'ass. Thomas F.Geiler,Director
059.
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Building Division
Peter F.DiMatteo,Building Commissioner
367 Main Street, Hyannis,MA 02601
Office: 508-862-4038 Fax: 508-790-6230
PERMIT# FEE: $ 2,5 C9-t7
SHED REGISTRATION
r
120 square feet or less '
(9 iS k10 f CC) U I
Location of sh (address) Village
ce&-ww a 01� 'f gel
Property owner's name Telephone number
1 � 0 3
Size of Shed Map arcel#
>a �
Signature Date
•Hyannis Main Street Waterfront Historic District?
Old King's Highway Historic District Commission jurisdiction?
li Conservation Commission(signature required)
PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE
COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE.
PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS.
THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN
0-forms-shedreg
REV:083001
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O 20.3 p'S`
18.
LOT 47
E V. DESESA 020.6 ?.50' S2 19 MICHAEL & DAVID STUSSE TR.
19.
b8.8
' 019.5 S74.10.30 19.5headwall
19. 0. 19.2
a2. 0 �20.6 `� "C.N.S." `•� I
•� LOT 481 C.B. o
53521 SQ.FT. ; FND. . 18.6 �I
1.23 ACRES
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0 21.0 20.2
20.9 9atage 20.t)
0 19.1
BpX 0 e%ys<►n9 �0• Z y 1 �
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S.B.
BEN 20.1 $ /' a+•
5,6 njTOP OF S.B} TL l 0 19.9 D ��6 17. 14�33
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EL.=23,59' _
'iN.G.V.D. ; O 20.9 20.11 ��% 19 19.2
i 21.4 17. ate•
21.10 21.1/ .000 ' 18.4 : 17
- 21. 199.• 19. 20. 17. o
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00• 21.2 19. C418.0
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24.8 ` . ` 17.
0 ��` , \ ',` 20.8 1000,• o agge 18.9 0 ` 7.8 ;7.5 1
®T 40 •` O �� exl�.inq e1. , 1 9.4 I.P. FND. _
22.2
CAROL. A. LYNCH ���_, / `1 021.4 1 / � ;� 15.6
025. N � ;' / i
15.8
15.8
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d► OO 'i nl lr ,
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MARIAN F. SAVERY TR.
oF"a r Town of Barnstable *Permit#
&pines 6 months from issue date
• Regulatory Services Fee
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L �► srnet.e. t
Thomas F.Geller,Director '
1659. ' Building Division
Peter F.DiMatteo, Building Commissioner
367 Main Street, Hyannis.MA 02601 W
Office: 508-862-4038" X-PRESS PERMIT
Fax: 508-790-6230
EXPRESS PERMIT APPLICATION S E P 1 0 2001.
Not Valid without Red X-Press ImPtint 010
TOWN OF BARNSTABLE
Map/parcel Number ,.
Property Address �.u t
Residential OR ❑Commercial Value of Work
L
,.y ..yba$ ,,a�^ 4nr� i%'4•'n.:e�.... .aA
Owner's Name&Address ------------
Telephone Number
Contractor's Name
Home Improvement Contractor License#(if applicable) 1a-0 Mica
I Construction Supervisor's License#(if applicable) �co
❑Workman's Compensation Insurance
Check one:
❑ I am a sole proprietor
❑ I am the Homeowner
1 have Worker's Compensation Insurance
Insurance Company Name
Workman's Comp.Policy
Permit Request(check box)
M_Re-roof(stripping old shingles) 1
❑Re-roof(not stripping. Going over existing layers of roof)
❑ Re-side
Replacement Windows. U-Value (maximum•44)
❑ Other(specify)
i *Where required: Issuance of this ermit does not exempt compliance with other town department regulations.i.e.Historic.Conservation.etc:
Signature
Q:Forms:expmtre:rev-070601
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O 20.3 .s 18. LOT 47 E
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418.3°'W MICHAEL, do DAVID STUSSE TR.
LOT 12 0 20.6 ! so, R 2. 50• 52• 19 e°9e
PETER M. do JANtp
ICE V. DESESA 1 °f
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19.7
19.5
19.5 ��18 headwall
,. "C.N.S." •. 0 � 19.2
C.B. 0 T'- \ 19. 0• a
ND. •�.
20.6 T 4� "C.N.S- O
LOT 39 2 0�a C.B.
` LOT 1` I
JOHN N. & NORMA C. ANDERSEN 53521 SQ.FT. ` FND. 18.6 CHRISTOPHER T. THERESA A. HI LLS
�� N� 1.23 ACRES .r do
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20.9 4; 09 / Z i 1Wp
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20., �-+ • W per/
S.B. FND. � QV.s�I,� ��► - 19.6 'S � • G
1� BENCHMARK Gc"" �� _� ryo 19.9
Bt 19' 19.2 25.6 tJTOP OF S. \
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D 20.9 20.1 EL.=23.59 ; i
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21. 199,• 19. 20.0 C __..d dfw" 17.42 � S`1k•18•�
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208 �. � 20.8 °°tt° I.P. FND. I N
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LOT 40 22.2 .1 -
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JAMES A do CAROL A. LYNCH -
i I / 15.8 .
0 25.
� 15.8
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SW LOT 3
16.3Y 13.3 c ,^�
fir' •`, I ,� MAR" F. SAVER`f TR.
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.0 LOT 2
LOT 41 � S.B. FND. ROBERT L. HOCK
% MES F. do E'LEANOR JOHNSON
LOT 45
LESTER J. & ANNE C. WADE „
SCALE. 1 = 30
30 0 30 60
SCALE IN FEET
LOT 44 CERTIFICATE REFERENCE: 1143853
DOUGLAS C. do PHIWP D. JACKSON PLAN REFERENCE; L.C.C. 34623E SHEET 3 OF 4
TYPICAL SYSTEM PROFILE
NOT TO .SCALE C.I. COVER
FIRST FLOOR = 22.7 ADJUSTED TO
F.G.
FINISHED GRADE OVER D. BOX = 2&0 FINISHED GRADE OVER LEACHING 1
FINISHED GRADE OVER TANK = 21.0
12" (min) C(
36" (max) C
87MIN. 3' (mi . PROVIDE INLET REMOVE48LE COVER OUILEf PIPES » "
4" SCH. 40 PVC FOR PUMP S151EM - REOD 2 Layer 1/8 tot/2
Peastone
(TYPICAL) 2• Slope = 0.005 min
6•C(mionr
= 10' TEES = _ _ 8' .
O
— GONG 8 4- PVCS
O EO
j
OCI PIPE BAFFLE :•:` •.. . •.•,".• 7O c
REINFORCED CONCR 6' CRUSHED PUMP CHAMBER
STONE BASE SEE PUMP NOTES BOTTOM ELEV. = 24.4
FOOTING
5' MIN
1500 GALLON SEPTIC TANK DISTRIBUTION BOX
70 BE INSTALLED ON A,LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE
SEPTIC TANK TO BE INSPECTED do CLEANED ANNUALLY 3 011il ETS REQUIRED
GENERA NOTES FOR PUMP SYSTEM
HE CONTRACTOR IS TO 'SECURE ALL APPROPRIATE PERMITS. 1) . PUMP TO BE SIZED BY PUMP SUPPLIER.
� �N OF Mgssgc
STEP N yN
REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, 2) PUMP TO MEET GENERAL SPECIFICATIONS OF 310 CMR
WILL WITH CLEAN GRANULAR MATERIAL FILL TO BE 15.231.
DED AS FOLLOWS: NOT MORE THAN 15% RETAINED ON No. No.30216
IEVE, NOT MORE THAN 90% RETAINED ON No. 50 SIEVE,
100 3) MAINTAIN CONSTANT PITCH FROM DISTRIBUTION BOX BACK A9o,���`c�7 a`�o
10% OR LESS TO PASS No. FSS�ONALENG\
FRACTION PASSING No. 4, SOIL TO BE TO PUMP CHAMBER TO ALLOW FORCE MAIN TO DRAIN
VE AND 5% OR LESS TO PASS No. 200 SIEVE, BETWEEN PUMPING. Jc
ROVED BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING
SITE. 4) INVERTS .ON SEPTIC TANKS AND PUMP CHAMBER TO BE
N THIS PLAN, AT LEAST FIELD ADJUSTED AS NEEDED TO ACCOMMODATE EXISTING
LOCATION OF UTILITIES NOT SHOWN 0 PLUMBING AT HOUSE.
HOURS PRIOR TO EXCAVATIONANY CATIO PROJECT
septic System Upgrade
TRACTOR SHALL MAKE THE REQUIRED NOTIF 5) LEACHING FACILITY TO BE VENTED.
SAFE (1-888-344-7233) AND APPROPRIATE WATER
TRICT TO DETERMINE UTILITY LOCATIONS. g VISUAL ALARM TO BE MOUNTED ON THE EXTERIOR OF THE At cap'n Ezra's Lane & Putnam Ave■
HOUSE FACING THE STREET. Massachusetts
ALL STRUCTURES BURIED DEEPER THAN 4' OR SUBJECT TO Cotulty
ICLE TRAFFIC SHALL BE H-20 LOADING.
SEPTIC TANKS AND PUMP CHAMBER SHALL BE PREPARED FOR
TERPROOFED PRIOR TO DELIVERY TO THE PROJECT SITE. MARIAH F. SAVERY
DITIONAL WATERPROOFING AT TANK JOINT SHALL BE
WORMED AT THE SITE PRIOR TO BACKFILLING.
NU
Sanitary Disposal System
O/nIW Il ERy NYE E A Il UOO LUI%UIYJRE wc.
- vovr
o a � NYEo a0d�1C�f���19 INC. Eflo6�c�e�s goId Land so�c�yon
Sol Lou ®ATE: 11-15-19
[er
er Pale C.Davies
I TEST PIT 1
HING CfWM G.S.E. = 21.7'
O O O O O O 2 LOAM & SUB SOIL
0 0 0 0 O O DATE: MARCH 13, 20C
O MEDIUM SAND
36. & GRAVEL REV. DATE: REMARKS
so' MEDIUM SAND r 1 8/20/2001 REVISE SEPTICcol
FINE SAND DRAWING NUMBER
ADJUSTED WATER LEVEL EL 19.4 88"
WATER ENCOUNTERED EL. 14.4' H:\ 1999\99113\survey\99113csp.dwg
PERC @ — 48"
N D(��U�J�I �C��1(����� ELEVATION
dc��c�WI Area fl,quiTom ngs
�,$ W 22.7 4 BEDROOMS AT 110 GPD/BEDROOM = 440 GPD
J D PROPOSED R �� FIRST FLOOR
NA
_ _ o FINISHED BASEMENT FLOOR NA ADDITIONAL 507. FOR GARBAGE DISPOSAL N.A.
,cement FINISHED GARAGE FLOOR.s PERC RATE = 2 /1 MIN. / INCH (CAS 1
' coo EAGLE SEWER INVERT AT FOUNDATION (ADJ. AT TIME OF INSTALLATION) 20.0
— w "' o Q 4 19.8
'Pipe Ro POND n SEWER INVERT INTO SEPTIC TANK SEE PUMP SYSTEM NOTE LTAR = 0.74 GPD/S.F.
Tank ® e M��� o.
�)ution Box ° a SEWER INVERT OUT OF SEPTIC TANK SEE PUMP SYSTEM NOTE 4 19.
� 19.2 MIN. LEACHING AREA OF S.A.S.
"Ur9 SP4e�o y�Gs o INVERT INTO PUMP CHAMBER (SEE PUMP SYSTEM NOTE 4)
Grade �0° NOTE # 4) 19.5 440 GPD/ 0.74 GPD/S.F. = 595 S.F. MIN.
�p p INVERT OUT OF PUMP CHAMBER SEE PUMP SYSTEM 26.7
Pit SEWER INVERT INTO DISTRIBUTION BOX
LOCU O 26.5 PROPOSED SYSTEM SIDEWALL: 2'x35' 5')x2'x2'420 S.F
. SEWER INVERT OUT OF DISTRIBUTION BOX 26.4 BOTTOM: 12'x35' _
SEWER INVERT INTO LEACHING SYSTEM 608 S.F.
24.4
MM �(`� BOTTOM OF LEACHING SYSTEM 19.4
Locus M us 11VUA WATER TABLE (ADJUSTED)
14.4
& AP SCALE 1 = 2,000' WATER TABLE OBSERVED
ASSESSO
IMUMS MAP388RS
1.3,560 S.F. PARCEL 32 86y�BAlI,N �:
GE = 20'
ITH
125'
= ALL SYSTEM COMPONENTS SHALL
CODE DATED
SINSTALLED
IN ACC
TBACK 30' ORDANCE W
SACKS = 15' TITLE V OF THE STATE SANITARY
MARCH 31, 1995 & ANY LOCAL RULES APPLICABLE.
BACK = 15'
FINISHED GRADE ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING
-(EIGHT = 30� COMPACTED nu
_ 91u� BY THE DESIGNING ENGINEER.
36
2.0 a 314* TO 1IV12 .
• DOUBLE
f '= :: < " ' •.:: :' = G.
WASHED STONE WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLIN
15. 0 ; •: . NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT
�
r � 4
FOR INSPECTION.
21
IT MAY BE NECCESSARY TO REROUTE EXISTING-INTERIOR HOUSE
SE_ CT N PLUMBING FOR THIS SWW SYSTEM UPGRADE'
THESE ELEVATIONS MUST
NOT BE CHANGED
WITHOUT WRITTEN
APPROVAL BY THE DESIGNING
5 TOTAL
UNITS 1 5TAI TMII END, & 3 INTERMEDATES ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC. SCH.40.
� •,'•'t:'•;r.1-1•.5' WASHED STONE:.?: ::�:I;• EXISTING CESSPOOLS TO BE PUMPED AND FILLED WITH CLEAN SAND.
t'}��f% '+•';+` M }:nr :t�. ► "'•s' EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING
F SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5 , PER
35'.- 310 CMR 15.255.
PLAN OF LEACH CHAMBERS
NO sCALE s PRIMARY BENCHMARK N.G.V.D.
PROJECT BENCHMARK : SEE PLAN