HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 8H LT 21ARabbit Creek
View & Heights
Block 8H
Lot 21A
#020-571-46
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP191467
Work Type: Septic Renewal
Tax Code Number: 02057146000
Effective Date
Expiration Date
Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 8H LT 21A G:3340
Site Mailing Address: 17005 CARL ST, Anchorage
Owner: STEFFENS CLAIRE
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
Department
10/11/2019
10/10/2020
Lot Size in Sq Ft: 27439
Total Bedrooms: 3
❑ Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Special Provisions:
1. Well was drilled under permit OSP181095. The well log, pump install log and water sample results shall be
submitted to close out this permit.
2. The septic tank requires a minimum 20" manway riser to the 1st compartment, to comply with code changes
that went into affect May 1, 2019.
Received By: VW
J
Issued By:W/WOA1ls
Date:
Date:
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTICIWELL PERMIT APPLICATION
Parcel I.D.
Property owner(s)
Mailing address
Site address .
Legal description (Sub'd., Block &
Legal description (Township, Range & Section)
Lot Size i G Sq. Ft. Number of Bedrooms
Day phone�%�����/�
APPLICATION IS FOR: APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption. Field
Initial ❑
Single Family (SF)
(w/wo ADU)
Septic Tank
Upgrade ❑
Holding Tank
❑ Renewal
Duplex (p) ❑
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
a �'
(Signature of
owner or authorized agent)
Permit/Rush Fees: It vvc •60
Date of Payment:
Receipt Number: 2,43 S3 S
Permit No. _ ptq(4�>,j
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
^
MUNICIPALITY OF ANCHORAGE m/
On -Site Water & Wastewater Program
PO8�1B��
4700 Elmore Road
Anchorage, Alaska Sg519-685O Phone: ) 904 Fax: (gO7)343-T9V7Oil
xnp:0x^mw.muniwng/onsite -- �
On -Site Water & Wastewater System Permit
Penmit@unnber {}GP181095 Effective Date: 11/27/2018
Work Type: VVeUSephoRenewa| Expiration Date: 11/27/2019
Tax Code Number: 02057146000
Site Legal Address: RABBIT CREEK VIEW &HEIGHTS BLK 8H LT 21A G:3340
Site Mailing Address: 17O05CARL ST, Anchorage
Owner: STEFFENSCLA|RE Lot Size ioSqFt: 27439
Design Engineer: PANNONEENGINEERING SERVICES Total Bedrooms: 3
This permit is for the construction of:
RI Disposal Field R Septic Tank 0Holding Tank 0 Privy El Private Well [] Water Storage
All construction shall be in accordance with:
i, The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.85.Provide notification bycalling (QO7)343'7SO4(24/7).
4� From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall beeither:
o. Opened and Closed onthe same day, ur
b. Covered, sealed, and heated to prevent freezing
Received BY:
Issued By:
1112-
If
Date: 7126 �6F
ON-SITE SEWERIVVELL PERMIT APPLICATION
Parcel LID, O2O-571-48
pmpert»owner(d CLAIRE STEFFENS Day phone
Mailing address PDBOX 1O1847ANCHORAGE AKS851O
Site address DENISE CIRCLE
Legal description (Sub'd.. Block & Lot) Rabbit [|n2ek \/i9VV and Heights, Block 8H, Lot 21/\
Legal description (Township, Range &Section)
Lot Size 27439 q. Ft. Number ofBedrooms 3
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(Zall that apply)
Absorption Field F�|nitio| �� Single Farni|y(GF) N -- (v��oA[)U\
Septic Tank h8 Upgrade Fl '
-- --
Holding Tank �l Duplex (D | |
F<enovv�| \ ��� '
�� Multiple Dwellings El
Privy El (SF and/or D) �~
Private Well R
Water Storage El
THIS APPLICATION INCLUDES AVARIANCE /WAIVER REQUEST FOR:
Distance:_____
| certify that the above information is correct. | further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: Waiver Fees:
Date of Payment: Date of Payment:
Receipt Number: :� Receipt Number:
Permit No. L)�� Waiver No.
Permit App_ -'': . -
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: Steve@panengak.com
October 16, 2018
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Rd.
P. 0. Box 196650
Anchorage, Alaska 99519
Subject: Rabbit Creek View & Heights, Block 8H, Lot 21A
Well and Septic System Permit Request
Ladies and Gentlemen:
I am writing to request a permit to install a well and septic system be issued for this property. The proposed systems will
serve proposed three bedroom (3) bedroom house. Currently the lot is undeveloped. The proposed system will utilize a
10008 septic tank with a conventional septic system. The surrounding lots are a mix of developed and undeveloped. The
surrounding lots are served by private wells and all are 100'+ from the proposed septic.
Soils. Two test holes were performed by Pannone Engineering Services in July of 2014 and lune 2017, and groundwater was
monitored for both in October 2018. Ground water was observed at five and three quarter feet (5.75) below the ground
surface after the seven day monitoring period. It is my opinion, based on the results of the percolation tests and overall
soils appearance; an application rate of 0.4 gallons/day/square feet should be used for a conventional bed system.
1. Soil Absorption System Design.
a. See Sheet 2 of the design package.
2. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed
drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches.
3. Topography: The existing topography slopes from the southwest to the northeast at approximately 08% in the
area of the proposed drain field. There are no steep slopes in the vicinity of the drain field.
The proposed installation will not affect the future development of the surrounding or existing lots. There are no
surrounding wells within 100 feet of the proposed septic location.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
Steven R. Pannone, P.E.
Owner/Civil Engineer
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phone: !r ;` `2-82'!
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Permit: OSP151362
Lot 21A Blk 8H Rabbit Creek View/Heights
To: Mr. Jay Crewdson
From: Claire Steffens
Re: Overrun on time of On -Site Water and Wastewater System Permit
Date: July 27, 2016
Dear Mr. Crewdson,
Although we are making progress toward installation of the well and septic, it appears we may not
make the expiration deadline of October 29, 2016 for total completion. Depending on freeze-up, work
timing etc.
Please approve a possible overrun on this permit through Spring 2017.
Thank yo
Claire Ste ns
On -Site Water & Wastewater System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP151362
Tax Code Number: 02057146000
Work Type: Welseptic Renewal
Permit Effective Dates: October 30, 2015 to October 29, 2016
Design Engineer: PANNONE ENGINEERING SERVICE
Subdivision: RABBIT CREEK VIEW & HEIGHTS
Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BILK 8H LT 21A G:3340
Owner/Address: STEFFENS CLAIRE
PO BOX 101847 ANCHORAGE AK 995101847
Site Mailing Address: Lot Size in Sq Ft: 27439
Total Bedrooms: 4
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater
Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80).
3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received
Issued By
MUNICIPALITY OF ANCHORAGE
Sc�J''k T Cdi (a -1 1 � �s—
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D.n 205'-116
Property owner(s) W roa rn
Mailing address
lite address Kc lbr� wee 6/
egal description (Sub'd., Block & Lot)
Day phone �j f- _4011
i_T
Legal description (Township, Range & Section)
Lot Size , Vag Sq. Ft. Number of Bedrooms_
APPLICATION IS FOR: APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field �j Initial
❑
Single Family (SF)
Septic Tank Upgrade
❑
(w/wo ADU)
Duplex (D)
El
Tank ❑ Renewal
Multiple Dwellings
❑
Privy ❑
(SF and/or D)
Private Well
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE /
WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this
is in accordance with
applicable Municipal Codes.
(Signature of blioperty owner or authorized agent)
Permit/Rush Fees: "��
Waiver Fees:
Date of Payment:
Date of Payment:
Receipt Number:
Receipt Number:
Permit No. a�;-P
Waiver No.
Perm it App_9-1-12.doc
Permit Number:
Tax Code Number:
Work Type:
On-Site Water & Wastewater System Permit
OSP141359
02057146000
WellSeptic
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Initial
Permit Effective Dates: October 22, 2014 to October 22, 2015
Design Engineer: PANNONE ENGINEERING SERVICE
Subdivision: RABBIT CREEK VIEW & HEIGHTS
Site Legal Address: RABBIT CREEKVJEW & HEIGHTS BLK 8H LT 21A G:3340
Owner/Address: STEFFENS CLAIRE
PO BOX 101847 ANCHORAGE AK 995101847
Department
Site Mailing Address:
Lot Size in Sq Ft: 27439
Total Bedrooms: 4
This permit is for the construction of:
Y Disposal Field Y SepticTank N Holding Tank N Privy Y Private Well N Water Storage
All construction must be in accordance with: 1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater
Disposal Regulations (18AAC72) and Drinking Water Regulations (~I8AAC80).
3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Date:
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services Division
On-Site Water & Wastewater Program
Phone: 907-343-7904
Fax: 907-343~7997
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 020M571-46
Property owner(s) CLAIRE STEFFENS
Mailing address PO BOX 101847 ANCHORAGE AK 99510
Day phone
Site address DENISE CIRCLE
Legal description (Sub'd., Block & Lot) Rabbit Creek View and Heights, Block 8H, Lot 21A
Legal description (Township, Range & Section)
Lot Size 27439 _Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
([~] all that apply)
Absorption Field []
Septic Tank []
Holding Tank []
Privy []
Private Well []
Water Storage []
APPLICATION IS AN:
TYPE OF DWELLING:
Initial [] Single Family (SF) []
(w/wo ADU)
Upgrade []
Duplex (D) []
Renewal []
Multiple Dwellings []
(SF and/or D)
AUG $ ZO14
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Dis tance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: ,~/~4~" .,.~1~'" =~'¢~Waiver Fees:
Date of Payment: ~ ~ C~ ~ Date of Payment:
Receipt Number: I ~ i~ q Receipt Number:
Permit No. ~¢~ ~ Waiver No.
Permit App_2- :. :£.,~c~
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-maih steve@panengal<.com
August 19, 2014
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Rd.
P. O. Box 196650
Anchorage, Alaska 99519
Subject:
Rabbit Creek View & Heights, Block 8H, Lot 21A
Well and Septic System Permit Request
Ladies and Gentlemen:
I am writing to request a permit to install a well and septic system be issued for this property. The
proposed systems will serve proposed three bedroom (4) bedroom house. Currently the lot is
undeveloped. The proposed system will utilize a 1250g septic tank with a conventional septic system. The
surrounding lots are a mix of developed and undeveloped. The surrounding lots are served by private
wells and all are 100'+ from the proposed septic.
Soils. One test hole was performed by Pannone Engineering Services in July of 2014, and groundwater was
monitored for seven days. Ground water was observed at four and a quarter feet {4.25) below the ground
surface after the seven day monitoring period. It is my opinion, based o_n the results of the percolation
tests and overall soils appearance; an application rate of 1.2 gallons/day/square feet should be used for a
conventional system.
Soil Absorption System Design.
a. See Sheet 2 of the design package.
2. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain
field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage
ditches.
3. Topography: The existing topography slopes from the south to the north at approximately 14% in
the area of the proposed drain field. There are no steep slopes in the vicinity of the drain field.
4. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification
that the review is complete and that there are no further comments is received from MoA On-Site
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
Page 2 of 2
Department, the note will be removed and "Issued for Construction" drawings will be issued.
The proposed installation will not affect the future development of the surrounding or existing lots. There
are no surrounding wells within 100 feet of the proposed septic location.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
.............
~~"- "' ........... ~....,,
~ ........... ?..,~
~, · Steven R. Pannone. ~
Steven R. Pannone, P.E.
Owner/Civil Engineer
Mailing: P.O. Box 100217, Anchorage, AK 995:10-0217
Physical: 332 East Manor Ave, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
% ", RESE~ORAIN FIELD (P) BASED ON ADVANTEX
x~ CONVENTIONAL DRAIN FIELD (P)~' bu~ ~ 'z:'Z~ , '
x ......... -,.~ - ..... J~ ~- ~ /~:25Og S~nC TANK(~~ } , , 'x
.... ~- WELL (E
~ Q~. ~L~ I~ m/2~/20~¢
PHONE (907) 272-8218 FAX (907) 272-8211
RABBfT CREEK VIEW a HEIGHTS, BLOCK 8H, LOT 21~ 020-571-46
I S~even
CLAIRE STEFFENS t~, CE 8149 .~ff PER~IT NO.
PLAN ANCHORAGE, AK 99516 ~l~o~s~ Sheet
SPECIAL PROVISIONS TO SPECIFICATIONS
1, ALL CONSTRU&TION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIRALITY OF
ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF
ON-SITE WASTEWATER DISPOSAL SYSTEMS AND ATTACHED SPECIAL PROVISIONS.
2. SCOPE OF WORK: INSTALL NEW 1500g SEPTIC TANK, SOIL ABSORPTION SYSTEM, AND WELL.
3 GROUNDWATER WAS MON/I~ORED- ~}' 4.2 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN
APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 4.2 FEET BELOW EXISTING GRADE
NOTI~ THE ENGINEER IMMEDIATELY.
MtN,MUM OF 2' OF COVER
RIGID INSU~TION FILTER FABRIC
~ ~ OR/ ~ GM LAYER BELOW THE ORGANICS.
%-2.O O~ 4.2
2 ~MAINTAIN A MINIMUM OF 20 FEET
~ . NATIVE UNSATURATED SOIL BENEATH
OM : . 5' (7/8~4) SAND.
-- SECTION
z
i ~ TOPSOIL AND
TANK I ~ ............. : ..................
r~E~c, sEE ~Es~. A B B ~ EVIATIO N S
DESIGN P~~_~ cu
PROFILE DUCTILE IRON PIPE
NO. SEB~O~: J (GOO gpd) ~'~) TX TEST HOLE
TANK SIZ~ ~ SEPTIC TANK ~ FC FOUNDATION CLEAN OUT
PERC RAT~ = 3 2~IP , ~ ~.~' LEGEND T~ TANK CLEAN CUT NO.
SOIL RATI~G~ ~ W WATER LINE/ C~ CLE.aN OUT NO
AREA ROB: 500 SF WELL RADIUS M~ MONITOR TUBE NO.
SYS. TYPE: WIDE TRENCH 0.5' E.,D. R.I, ~IGID INSULATIDN
MIN LENGTH: 100 LF --- 88 ~ NEW SEPTIC DCO DOUBLE CLEAN OUT
USE; DV DIVERTER VALVE
(2) 50 LFx0 5'EDxS'W, +1.75'TD FS FLOW SPLITTER
TOTAL AREA: 225.0 SF , _ 8FO BELOW FINISH GRADE
OG ORIGINAL ORA~E
FO FINISH GRADE
.o Es: ENG LLC
FOR CONSTR~CTION ~.0. ~OX 100217 ANCHORAGE, AK 9951~ .' '.
RABBIT CREEl< VIEW & HEIGHTS, BLOCK 6H, LOT 2A ]20~561-59
CLAIRE STEFFENS ~SR~IT NO.
DENISE CIRCLE *~:.. ...[~ osp,4,3s~
DESIGN
DETAILS
RESERVE ADVANTEX DESIGN
ADVANTEX
4" JIM CAP AIR
SLIDE SECTION
OF 6 PIPE
OVER THIS CONNECTION
TO PROVIDE
SHEER PROTECTION 10'
EXTEND TO
BRIDGE EXCAVATION
TANK BEDDING DETAIL
RESERVE DESIGN PARAMETERS
RESERVE SEPTIC SYSTEM
OUT NO BEDRDOM: 4 (600 gpd)
8' TANK SIZE: 1500g S.T E.P. TANK
1.0~ NATIVE MATERIAL PERC RATE = 5.2 MPI
SOIL RATING: 6 GPD/SF
:/, x,: ' 67' x-~'} GRAVEL (NFS) AREA RQD: 100 SF
' :, ; ~:: ' '"[~BED TANK ~t/ MINSYS'LENGTH:TYPE:~MDE20 LF
TRENCH
05'
E.D.
kl~l$ OF [XCAVAIION TOTA~
SECTION
ENG LLC
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510
Scde
RABBIT CREEK ~EW ~ HEIGHTS, BLOCK 8H, LOT 21A ~ ~'~:"~~":~'~
NO
, ......... 020-571-46
8o57 ROBERT DRIVE
~j~ ~ ....... kL~ ~ Sheet
SITE SECTION ANCHORAGE, AK gg516 ~:~OFE%~A~--~
TEST HOLE 4
OR/GL
SM
BOH
DATE PERFORMED: 6130114
BROWN SILTY
SAND
SOILS LOG - PERCOLATION TEST
SLOPE
WAS GROUNDWATER
ENCOUNTERED?~Y
IF YES, AT WHAT
DEPTH? -5.0'
DEPTH TO WATER AFTER
MONITORING? -4.25'-
DATE: 7/8/14
SLOPE
WATER
CLOCK
READING DATE NET TIME LEVEL NET DROP
TtME
READING
~ 6/30/14 5:40 --- 6.49 ---
2 5;50 10 MIN 9.28 2.79
3 5:51 ... 6.58 ---
4 6:01 10 MIN 9.30 2.72
5 6:04 ... 6.45 __
6 6:14 10 MIN 9.22 2.77
PEROLATION RATE 3.6 (rain/inch) PERC HOLE DIAMETER 6 inches
TEST RUN BETWEEN 2 FTAND 3 FT
COMMENTS: Test ho]e excavated by the Lot Owner. Prec hole was presoaked.
Test run for one hour. Last 3 readings reported
PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES:
FOR CONSTRUCTION
SOILS LOC
PANNONE ENG SVC, LLC
P.O. BOX 102954 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907)'272-8211
RABBIT CREEK VIEW & HEIGHTS, BLOCK 8H, LOT 2lA.
CLAIRE STEFFENS
8057 ROBERT DRIVE
ANCHORAGE, AK gg516
Dote
10/21/2014
Scale
NTS
~20-571-46
PERMIT NO.
0SP141359
Sheet
4OF 4