HomeMy WebLinkAbout0131 CLAMSHELL COVE ROAD =o`
Town of Barnstable
IME
Regulatory Services
Thomas F.Geiler,Director
• BAMSTABM '
9� M"1639. Building Division
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�fcy°i Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-623(
PERMIT# FEE: $
SHED REGISTRATION
120 square feet or less
Location of shed(address) Village
Property owner's name Telephone number
Size of Shed Map/Parcel# .
/ /`� /g, � 7
Signature Date
Hyannis Main Street Waterfront Historic District?
Old King's Highway Historic District Commission jurisdiction? ry
Conservation Commission(signature is required)
Sign off hours for Conservation 8:00-9:30&3:30-4:30
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 ACC@MPW TR'D-B-Y A
PLOT PLAN
92 :01 WV 81 AVW tool
Q-forms-shedreg 3lS�fJ,S �Vg �o vF�n�
REV:042506
i
1500 GALLON SEPTIC TANK DISTRIBUTION BOX INFILTRATOR 3050 CHAMBERS
' NOT TO SCALE NOT TO SCALE
BM: 100.0 99.0
77, 77,
\ �\ COVER TO BE WrnHN 6"OF GRADE
INSPECTION PORT TO BE WITHIN 6" OF GRADE
MIN.9"COVER
4"SCH.40 P.V.0 P MGM 4"SCH.40 P.V.0
=0.01 MIN.
4"SQL 40 P.V.0
existing 13" 3 �4�� �(le —0.01
96.7 t/ I
96.95 4.0'
96.5 95.4 /
10.0' 96.3 93.4 /\
Mom' \i\
'i1\i\i\�\i\i\i\�\�\i\i\
-i s ori> ON. —' t 25'I 37.5'
o.s�
48'
SITE SPECIFIC NOTES M5 P13
1NK TO BE REPLACED WITH 1500 GAL TANK. OK TO .63 acres
►E,POLY TANK TO MINIMIZE DISRUPTION.
27, 46o±SF
:ACH PIT TO BE REMOVED. LINE TO BE
:DIRECTED TO INFILTRATORS AS SHOWN
STALLER TO NOTIFY DESIGNER 24 HOURS PRIOR TO
:GINNING OF JOB TO COORDINATE INSPECTIONS
LEACH PIT TO
BE REMOVED
LINE TO BE REROUTED FROM PIT TO
INFILTRATORS AFTER DRIVEWAY AS
LONG AS PIPE IS SCHED 40 PVC A SAS DIMENSIONS
IN GOOD REPAIR ��
�� 5 - 3050 CHAMBERS WITH END CAPS
NOTE: ELEVATION MUST REMAIN AT 3.3' STONE ON SINES; 1.25'STONE ON
95.4 OR LOWER 99� 10.83' x 48'
VEfjTI IS
REO IRE
TH TH I l 7Y,�L
i 99 O .3 99.1
Y 5 ±
� I
BENCHMARK SET
° R. CORNER OF 1ST STEP
b
Elev. 100. 0 Assu m
I
1 j
W
1000 G TANK TO BE
REPLACED WITH
1500•G TANK
zo'1. 3
CROSS SECTION LOCUS PLAN
NOT TO SCALE NOT TO SCALE
Y W
/411-1 1/2"DOUBLE WASHED STONE PO N
3" 1/8"-1/2" WASHED STONE Q ¢ R
Ii �pJ�
/ 2.0 a
\ CD`/E RD
25 3.3'— 4.25'—�-3.3'
BOTTOM OBS 88T 10.83'
DESIGN CALCULATIONS GENERAL NOTES
ALL PIPING TO BE SCHEDULE 40 P.V.C.
FLOOR PLAN EXISTING BEDROOMS 0® 110 G.P.D.= ALL LOCATIONS OF UTILITIES SHOWN ARE
440 G.P.D. MARKED BY DIG—SAFE AND ARE TO BE
NOT TO SCALE VERIFIED BY INSTALLER PRIOR TO
NO. OF UNITS 5 CONSTRUCTION
DEPTH BELOW INV. 2' THERE ARE NO KNOWN WETLANDS WITHIP
WIDTH 10.83' 150' OF THE PROPOSED LEACHING FACIL
LENGTH 48• UNLESS SHOWN.
SIDEWALL AREA 235.3SF HERE ARE NO KNOWN POTABLE WELLS I
150' OF THE PROPOSED LEACHING FACIL
BOTTOM AREA 519.8 SF THERE ARE NO KNOWN IRRIGATION WELI
FIRST FLOOR TOTAL SQUARE FEET 755A SF WITHIN 50' OF THE PROPOSED LEACHING
✓V CAPACITY SIDEWALL 00.74 174.1 G.P.D. FACILITY
CAPACITY BOTTOM ® 0.74 384.7 G.P.D. THIS PROPERTY DOES NOT FALL WITHIN
CAPACITY TOTAL 558.8 G.P.D. FLOOD ZONE AS SHOWN ON FIRM MAP
DECK THIS DESIGN DOES NOT REQUIRE VARIAN
TO TOR
THIS SYSTEM NOT DESIGNED TO BARNISTABLE310 SUPPLE ENTAL00REGULATI01
FAMILY MC." DBzurO ACCOMODATE A GARBAGE ALL CONSTRUCTION SHALL BE IN ACCORI
ROOM ROOM DISPOSAL NTH TITLE 5 AND BARNSTABLE SUPPLEN
REGULATIONS.
IN-LINE ELEVATIONS PROPOSED AS-BUILT SURVEY INFORMATION
GARAGE BATH ��
c os
L"D INV. ® HOUSE' (EXISTING) PROPERTY LINE DATA. FROM
DEN ROOM INV INTO TANK 96.95 CAPE & ISLANDS SURVEYk ri 3/1
:NDS INV OUT OF TANK 96.7
BATH INV INTO D—BOX 96.5 PLAN TO BE USED FOR INSTALLATH
INV OUT OF D—BOX 96.3 OF SEPTIC SYSTEM ONLY
INV INTO INFILTRATOR 95.4 NOT FOR DETERMINING PROPERTY LINES
BOTTOM OF INFILTRATOR 93.4
BOTTOM OF OBS HOLE 88.1
WATER TABLE NONE ENCOUNTERED R. corner of 1st step 100.0 (ASSU
SECOND FLOOR
- - - DATE OBSERVED BY: WIT�I. BY:
SOIL LOGS APRIL 27/06 LISA C. LYON UNWITNESSED
EAVES OPEN TO EAVES SOIL EVA_UAT SEE ATTACHED FC
1"'CIM' OBS. HOLE #1 O
BEDROOM BEMW ELEV. DEPTH ELEV.. DE
99.1 0" 99.3 '
FU L FILL
UNNNISHBD
STORAGE 8.8 4"
FAVE,s BEDROOM A LOAM SAND 99.0 A�
98.4 g LOAMY SAND
BEDROOM BATH I E MEDIUM SAND 10YR 3/2 i° J
IOYR 4/2 98.55 -
BATE 98 13" B LOAMY SANI)
B LOAMY SAND 10YR 5/6 .:
1 OYR 4/6
96.1 C 36" 96.5 C
MEDIUM SAND 41" MEDIUM SAND 5
2.5Y 6/4 53 2.5Y 6/4
88.1 132" 88.3
NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED
PERC RATE<2 MINS./INCH PERC RATE<2 MINS./INCH
SCALE 1 : 20
�• �N%,N OF MASStq/
SEPTIC DESIGN PLAN
#i eT��w PLAN SHOWING:
• : ,% PROPOSED SEPTIC SYSTEM REPAIR IN BARNSTAB
N� �� �► W FOR: DRAWN BY: LISA C. LYONS
tics 13; BRYAN&KRISTI TRELEGAN DESIGNED & CHECKED BAY:
LOCATION: REVISIONS: DESCRIPTION: D/
131 CLAMSHELL COVE RD,COTUIT
aiii i M5 Pig DAMAY 6,2006
LISA 0 R.`_;.
I CERTIFY THAT THIS PLAN CONFORMS TO LISA C . L Y 0 N S, R . S . (5o8) 790-927C
TITLE 5 AND BARNSTABLE B.O.H. REGULATIONS HYANNIS, MASSACHUSETTS (774)487-i638
(EXCLUDING WAIVERS SPECIFIED)
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