HomeMy WebLinkAbout0699 MAIN STREET (OST.) - Health 699 Main Street ( ,..__,
Osterville A �� p
Y A = 1.41 011 1"��c�I S �v c•���le
(� 04r�) TOWN OF BARNSTABLE
LOCATION 99 �Yl�ih Szi^,:r-r SEWAGE#_J 0/J"- /Oy
'V,ILLAGE �STr�i"Vll�l% ASSESSOR'S MAP&PARCEL /'Yl" 0//
INSTALLER'S NAME&PHONE NO. ,Y03- 13,wervS
pd�p.Cl.�ia�1bF!" hX�
SEPTIC TANK CAPACITY /000 6r,5,4$15 Tipp /0d0 loco G,a/,
LEACHING FACILITY.(type) (size)
NO.OF BEDROOMS '�t4aeU15 m4is kE7."
OWNER �t"I t4yl Sty//7-�j
PERMIT DATE: COMPLIANCE DATE: s-/- /s,
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching.facility) Feet
Edge of-Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
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FURNISHED BY � �
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No. Fee I
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftplitation for Bispo8AY *pstem CDnstruttion Permit
Application for a Permit to Construct((ice Repair(4<Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. �o /7 ��ih r C r Owners Name,Addr ss,and Tel.No.
OSTt:_r✓1///'
Assessor's Map/Parcel/`//- 0//
Installer's Name,Address,and Tel.No.Sog'y ZO- r173 8 Desi er's Name,Address,and Tel.No. og- yr 7-�3!3
Jos>!p�i 0 914rrdS G avr-c c rir�9 Ivor/cp
/2 Geossr,�W, i2./,
Type of Building: N�" ``�� ti Ala✓( -3'10
Dwelling No.of Booms ' (,µme S�"CC 15� Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) y gpd Design flow provided 56 0 gpd
Plan Date . Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
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.
Signed r Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. gG 15~ Date Issued f �`� /
w �
-No. 00
._ Fee
_, ! THE COMM6W. 4VEALTH,OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION= TOWN OF BARNSTABLE, MASSACHUSETTS -Yes -
01ppYication for Disposal *pstrm Construction 3dermit
Application for a Permit to Construct((X Repair(6"rUpgrade( ) Abandon'( ) 0 Complete System, ❑Individual Components
Location Address or Lot No. y %/� '�' S Tri=�"
(,�� Owner's Name,Address,;and Tel.No.
1115
Assessor's Map/Parcel/y/- o
Installer's Name,Address,and Tel.No. 5-02 -�/2O- q 73� Designer's Name,Address,and Tel.No..3 U�- `I7 7,
Jos /�!� 0-c ��rro5 _.i 171s,-e t
/C lytvLt _77'/2� fr>!�'/�S'!pf'> �i//- /,. (Gr^U�..�i�/c� ,/,` cv_�1'
Type of Building: H B -� °
®� s =
Dwelling No.of ooms �,,K� eel ►53 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building f �',No.ibf Persons Showers( ) Cafeteria
Other Fixtures 2
Design Flow(min.required) 3 gpd Design flow provided /S'6 0 "". . gpd'
Plan Date Number of sheets Revision Date ��T
Title
Size of Septic Tank Type of S.A.S.
tF�Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
i
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.
.. Signed �r f"� ' n 2.G'✓ Date
Application Approved by Date '7 -
Application Disapproved by Date,
' for the following reasons 4
Permit No. a G r 5 f'(� Date Issued
/THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO'CERTIFY,that the On-site Sewage Disposal system Constructed O Repaired Upgraded( )
Abandoned( )by
at �q q R I,,4 r U,S/"i=Y y1/�i has been constructed in accordance c r�`,^ I S
with the provisions of Title 5 and the for Disposal System Construction Permit No. a o/5 �Dq dated r
Installer ,/US z ,4 U-c' (3G�yv'U.S __ Designer -ri_"/.:>'�<>�
#bedrooms N� �� c f P't f�� 3.a v Approved design fl w 5 G gpd •�`
f
The issuance of his
JJ ermit shall no be construed as a guarantee that the system wll ton as des' ned. r
Date Inspector
--------------- - - -- ------=--=----- --
No.. o� G / S — b I Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Bisposal *pstem Construction Permit
Permission is hereby granted to Construct((_.) Repair( Upgrade( ) Abandon
System located at 6 Z-7 G21i3�/�5
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
� n
Provided:Construction must be completed within three years of the date of this permit. �_ C
J
Date l.��`'� — I� Approved by
U 1
i"
Town of Barnstable
cf t T o Re.Eulatory Services
Richard V. Scali, Interim Director
MASS.. . Public Health Division
Thomas McKean, Director
200 Main Street,Hyannis,MA 02601
Off, 508-862-4644 Fax: 508-790-6304
' ..Ins#��ier_�z I3es3�er,Ceificaiioa�'ori
Da 5 g Assessors lea \Parcel L 1
i Sewage Permit# �0 �_�_ ' l?
7e finer: Cy;�`Q ���, 4 �wr1a� 1�r,� Installer:
-Ad rpss �2 wF.:Gross •el_a# Z.cA Address;
ices h sJt;G;la !1 ►l° tv
e7 z k y
I��A�'SC/c%lJ �fOs, M
On, mot"IS S2p v L was issued a permit to install a'
(date) (installer)
wp c system at. 41LI m gl✓+ S+ Q.S based,�on a design drawn by
(address).: _
dated
(designer
L;zeitify that the..septic system referenced above was installed substantially according to
the design, which may mclpoe,minor approved changes such as lateral relocation of the
distnbution box..and/or septic;;tank. Strip out (if required) was inspected and the soils
Here:foiiiid satisfactoryy.
1 certify that the septic s ystem refzrencecl;above was installed with major changes (i.e,
greater than 10 .lateral relcc-k6h.6f the.SAS or any vertical relocation of any component
af'the septic system) but Ln accorcisnce with State &I>ocal Regulations: Plan;r-l�vision or
certified as. built by. designer to follow S.#rip out (if required)-vas iispected;antl the soils
were found satisfactory,
I certify that the system referenced above was constructedrarpli'ancevtii"-the terms of
the 1\A approval letters (if applicable)
7tInsI&Iler's .ignature)
a�
(Designer's Signature) (Affirm Designer's'Stamp Here)
P - ASE.RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
I C01�.I.'LIANCE WILL NOT BE ISSUED UNTIL BOTH. THIS: FORM A:ND .AS
4
B.1 U T CARD ARE RECEIVED BY THEE-BARINSTABLE PUBLIC HEALTH D WISIQN.;.
THANK YOU.
TX-1 eptic0esigner Certification Form Rev 8-14-13.doc
TOWN OF BARNSTABLE
LOCATION ( 99 /yJyJ,y�i� sr SEWAGE# ?009-1
VILLAGE O.S'ftr-rVi//e- -ASSES SOR'S MAP&PARCEL
INSTALLERS NAME&PHONE NO. SDI'y20-9Z59 y/oscf0g
SEPTIC TANK CAPACITY '(pp0
LEACHING FACILITY.(type) f-Atys 0,0 ` 30 X ll"
NO.OF BEDROOMS
OWNER grlt ,9 S&glf4
PERMIT DATE: y-/-08 COMPLIANCE DATE: y-!/'OF
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist
on site or within 200 feet of leaching facility) Feet"
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching.facility)® A&
Feet
FURNISHED BY� ;�.
Svp�h. .rH.orkcr
Pu�/n Cla.�der •
v a
r
Ir,
TOWN OF BARN TABLE
e
LOr�AT!JN � � /// SEWAGE #
''" r Q
V_LAGE �Pl��/' r� --~ASSESSOR'S MAP& LOT Y_1. O L)
i INSTALLER'S NAME&PHONE NO. ��l ay
d
SEPTIC TANK CAPACITY
N,
—LEACHING FACEL-rTY: (type) '' siie) �
-;, NO.OF BEDROOMS F 4
OWN
--BUILDER OR ER
_ A a
PERMITDA COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within200 feet of leaching facility) Feet
Ede of Wetland and Leaching Facility(If an wetlands exist T_
8 g tY Y' __...�, •�� Feet
within 300 feet of leaching facility)
Furnished by
� r
ff ,.
IJ
117
� �2�
TOWN OF BARNSTABLE
LOCX,'l7ON Gc{9 Main SEWAGE # � g`
VII.ifAGE n ��0 ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY I 000
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS rr f
BUILDER OR OWNER C <"a ef— P 0,A4
PERMTTDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted 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 2r F L9AJ l
t
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5
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x
LEGEND 9 s
N
9 7,2 4 x EXISTING SPOT GRADE
—— EXISTING CONTOUR °
-- 92
96 PROPOSED CONTOUR
y11 EXISTING WATER SERVICE 9 0 \
G EXISTING GAS SERVICE �, �' 63 • =
9 = _a
O.H.W. EXISTING OVERHEAD WIRES 131 90 3
+� EXISTING WATER SHUT—OFF to31. \� ,°. � Main St N
`'& EXISTING GAS SHUT—OFF g�? / gl 41 �5 co
TEST PIT °�'
9 wa LOCUS Rd
n0 Ave BENCHMARK ! •1. . / • Q<. j �, � �' n . -
�9�0 \� j
a
BLDG. / o,e s � � LOCUS MAP
NOT TO SCALE
o GENERAL NOTES:
EX/STING 9��
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
6, BUILDING (#699) S �a BOARD OF HEALTH AND THE DESIGN ENGINEER.
A P N 141 — 012 g 1� TOF=95.10 2 OF L HERSTATE ENVIRONMENTAL CODE,K AND MATERIALS SHALL TORE V, AND ANY M TO THE Q AIPPLICABLE
g O O�• I I ' I I I LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
O.H.W. 310 CMR 15.405(1)(b):/ LOT A t 1) A 3' variance to the 3' maximum cover requirement, for up to 6'
7,486t S.F. of max. cover. S.A.S. shall be vented and H-20 Rated.
�Nq A q _O1 p 3.. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
I `t I TO INSPECTION AND.APPROVAL BY THE BOARD OF HEALTH AND THE
BLDG. 98 / E / �>� l — DESIGN ENGINEER.
705 46 o �'l I I I I I I C T WATER METER MH
# \Ar FLOOR EL.=90.34 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
� / �' I , , , , , , , I I FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
/ 8 l DRAIN RIM EL.=90.15 ENGINEER BEFORE CONSTRUCTION CONTINUES.
e� ABUTT. SMN 10 / t 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
�/ I g0 ,E 6 THE CONI RACTORNORROWNERIS NOTTOENOTTIFYIBTHE RSPONSLEOR
BOARD OF OF
o `0 0 ,
e O/ �, O �' 66 �. HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
9
� \ 6 7. WATER. SUPPLY" PROVIDED BY TOWN WATER SERVICE.
. � .
o
gj 9 2a�• 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S.
IS/ 6 /
�'O 94J' 9611 \ l 1 t 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL.BE RESTORED AS
/
\ EXIS7ING.DRY•WELL AGREED UPON BY OWNER AND. CONTRACTOR OR AS OTHERWISE
VENT-2 9 4.. O gl DIRECTED BY THE APPROVING AUTHORITIES.
PAR G �'' .,'�`:' S
/ � �,. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
2EXISTING SEPTIC TANK
�� �' 1 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
�\ ' : ' CONSTRUCTION.
111 WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
O/ EXIS TING GREASE TRAP `�� � G IN THE AREA "BENEATH AND ON ALL SIDES OF THE S.A.S. AND REPLACE
O• O
/ cD ���S ,'`�� o PETER T. WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
00 �OQ� O "` McENTEE
�$� " v CIVIL "' 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
O D-Box BENCHMARK N0.1 ' No. 3510 L
09 INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFIL
ON \ c; :c':o ° e� {e�oe CTR. OF GT INLET MH, REc/SZ ����
9 j o0 0' ` s` po efn ode / / ELEV: 92.13 (ASSUMED) s /ONA� ,�� PROPOSED SOIL ABSORPTION SYSTEM UPGRADE
o, O. e6 EXISTING PUMP CHAMBERi 699 MAIN STREET, OSTERVILLE, MA
` Prepared for: Brian Smith, 699 Main Street, Osterville, MA 02655
_VENT EXISING S.A.S. OWNER OF RECORD
UP%274A g8 - STRIPOUT EXISTING S.A.S. AND ALL Engineering by: Surveying by: SCALE DRAWN JOB. N0.
8 0 THE 699 MAIN STREET, LLC Engineering Works WARNER SURVEYING 1"=20' P.T.M. 138-15
eA 8 U T TING ASSOCIATED UNSUITABLE SOILS.
(SEE NOTE 11) c/o BRIAN SMITH 12 West Crossfield Road 22 Long Road
PARKING ' -'699 MAIN STREET Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO.
2 OSTERVILLE MA 02655. (508) 477-5313 (508) 432-8309 4/14/15 P.T.M. 1 Of 2
i
" DESIGN CRITERIA
` NOTE: TO PREVENT BREAKOUT, THE PROPOSED -
<, FINISH GRADE SHALL NOT BE < EL:92.2 _
( FOR A DISTANCE OF 15' AROUND THE BUILDING USAGE (310 CMR 15.203):
PERIMETER OF THE S.A.S. 1ST FLOOR - SUPERMARKET - 3300 SF x 97 GPD/1000 SF = 320.1 GPD
PROPOSED S.A.S. 2ND .FLOOR - OFFICE - 1180 SF x 75 GPD/1000 SF = 88.5 GPD
INSTALL H-20 RISERS,-. FRAMES & COVERS 3RD FLOOR - OFFICE - 865 SF x 75 GPD/1000 SF 64.9 GPD
PROPOSED D-BOX OVER ALL CHAMBERS AND-SET TO FINISH TOTAL FLOW = 473.5 GPD
INSTALL H-20 RISER, FRAME GRADE, TO SERVE AS INSPECTION PORTS. ACTUAL WATER USAGE:
& COVER, SET TO FINISH GRADE 'F.G. EL.=94.0 TO 98.0t 2012 - 181,000 GALLONS - AVERAGE DAILY FLOW = 496 GPD
MANIFOLD AND VENT 2013 - 130,000 GALLONS - AVERAGE DAILY FLOW = 356 GPD
.EXISTING F.G. EL.=95.3t CHAMBERS 2014 - 161,000 GALLONS - AVERAGE DAILY FLOW = 441 GPD
EXISTING
DAILY FLOW: 496 GPD (BASED ON 2012 USAGE)
L = 3'(MAX) DESIGN FLOW: 500 GPD
® 5=19; (MIN.) SOIL TEXTURAL CLASS: CLASS I
17 2" SCH 40 PVC 4"SCH40 PVC DESIGN PERCOLATION RATE: <2 MIN./INCH
IR
8" Ba am
aaa aaa GARBAGE GRINDER: NO
PROVIDE THRUST BLOCKS aaBamaa
AT ALL BENDS aaamaae
LEACHING AREA REQUIRED: (500) 675.6 S.F.
EFFLUENT EXISTING INV.=92.2 INV.=92.03 4' 74
FILTER EXISTING D-BOX EFFECTIVE WIDTH = 12.8' EXISTING SEPTIC TANK: 1000 GALLON CAPACITY (TITLE 5 INSPECTION 1/29/02)
EXISTING EXISTING 5 OUTLETS (MIN:) INV.=91.80 H.-20 RATED
4-500 GALLON'` LEACHING CHAMBERS EXISTING GREASE TRAP: 1000 GALLON CAPACITY (TITLE 5 INSPECTION 1/29/02)
EXISTING SEPTIC TANK EXISTING PUMP CHAMBER SURROUNDED WITH STONE AS SHOWN
EXISTING PUMP CHAMBER & PUMP: 1000 GALLON CAPACITY, H-20 RATED
(TO REMAIN) EXISTING PUMP TO REMAIN 2" LAYER OF 1/8" TO 1/2" PROPOSED D-BOX: 1 INLET, 4 OUTLETS (MINIMUM)., H-20 RATED
1 DOUBLE WASHED STONE
ORENCO HIGH-HEAD EFFLUENT PUMP TOP CONC. ELEV.=92.9 (OR APPROVED FILTER FABRIC) USE 4-500 GALLON LEACHING CHAMBERS IN SERIES
BREAKOUT ELEV.=92.2 Iff SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES
INV. ELEV.=91.80 Ill mama
EXISTING GREASE TRAP(TO REMAIN) seams mamma SIDEWALL AREA: 2(12.8' + 42.0') X 2 = 219.2• SF
10
BOTTOM ELEV.=89.80 BOTTOM AREA: 12.8' x 42.0' = 537.6 SF
4' 4'X 8.5'=34.0' 4'
NOTE; 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 42.0' TOTAL AREA:......... ...... .. ..:................................ 756.8 SF
T.P. EXCAVATION OR G.W.
1) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE TOTAL CAPACITY 0.74 GPD/SF.x 756.8 SF 560.0 GPD
ON A MECHANICALLY COMPACTED SIX INCH CRUSHED LEACHING SYSTEM SECTION f
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2), NO GROUNDWATER, EL.=81.2 — 3/4" TO 1-1/2" DOUBLE
• SEPTIC SYSTEM PROFILE �. WASHED STONE
BUOYANCY CALCULATIONS
N.T.S.
NOT REQUIRED. PUMP CHAMBER NOT IN GROUNDWATER.
tE3Ea ® 0 ®E3®® SOIL 'LOG
®®® ® ®®®® 37" DATE: -FEBRUARY 7, 2007 (REF.# 12,094)
CURRENT DOSING & STORAGE
; ®®® ® ®®®® SOIL EVALUATOR; PETER MCENTEE PE, CSE DESIGN FLOW:
z ®®® ® ®®®® WITNESS: DONNA MIORANDI IRS, CSE PROPOSED DOSING SHALL BE AT TIME INTERVALS OF 1 HOUR WITH A
DOSING VOLUME OF NOT LESS THAN 20 GALLONS PER CYCLE. FLOW
Elev. TP- Depth Elev. TP-2 De th
_�._ _� RATE SHALL BE SET AT 10 GPM PER CYCLE.
0„
94.2 0" 914.5
102 OVERRIDE FLOAT SHALL BE SET NO HIGHER THAN 24" TO PROVIDE
PAVEMENT PAVEMENT A MINIMUM OF 500 GALLONS STORAGE CAPACITY (474 GAL, REQ'D.).
93.9 3" 93.2 3" '
4" KNOCKOUT GRAVEL GRAVEL THE HIGH WATER ALARM ACTIVATION FLOAT SHALL BE SE_T NO LOWER
FILL FILL THAN 26".
20" DIA. COVER - 93.2 C 12" 93.5 C 12"
4" KNOCKOUT 0 E I/ 4" KNOCKOUT 58" PERC
PROPOSED SOIL ABSORPTION SYSTEM UPGRADE
2E5Y D 52" ME°. SAN° 699 MAIN STREET OSTERVILLE, MA
• 4" 6/6 �KNOCKOUT 2.5Y 6/6
Prepared for:, Brian- 'Smith, 699 Main Street, Osterville,_ MA 02655
500 GALLON CAPACITY H-20 LOADING 81.2 156" J1.5 156" Engineering by: Surveying by: SCALE DRAWN JOB. NO.
CHAMBERS PERC RATE, <2 MIN/IN. ("C" HORIZON) Engineering Works WARNER SURVEYING NTS P.T.M. 138-15
NO GROUNDWATER OBSERVED 12 West Crossfield Road 22 Long Road
Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET N0.
N.T.S. a
(508) 477-5313 (508) 432-8309 4/14/15 P.T.M. 2 of 2
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