HomeMy WebLinkAboutMOUNTAINSIDE VILLAGE BLK 4 LT 4
MUNICIPALITY OF ANCt-IORAGE
DEPARTMENT OF HEALTH & ENVIRQNMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street - Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NO. OF BEDROOMS
We -~ . i Absorption area Dwelling ~. _ PERMIT NO.
DISTANCE TO: f/
Manufacture~ Materi~ . ~ No.
~' of ~,part rnents
[Liq. capac~t~nAa~.~ns IF NOMEMADE'~ Inside length .... Liquid depth
/ ~idtl~
I Total length of lin~. , I Trench width I Distance beXween lines
I Material beaeath tile ~f- Total effebtive absorption are~
~:¢e ~ ~i,, ~sh grade
~¢ '~idt~ · I PERMIT NO.
Type of
DISTANCE TO:
JSl~ss ,' ·
~/~-~,-,- ~ .-~ ~ .,-
DISTANCE TO:
OTHER
PIPE IVlATER IALS
SOIL TEST RATING
INSTALLER
Depth
'Cr~¢diamet~' ~/:" 1 Crib dept,'s'"' ¢-"~ - I Total efCe~i~e-a~sorption area ~---:' ~
~')
Building foundation -~ewe~ ~ Absorption area(s)
REMARKS
DATE
LEGAL
LOE:I:::IT ]'. OJ",JJ"IT :3 Z [:,!E "? i[ LLI:::IGE
L..EGF:II .... L. 4Ei',4 t"IT :!~; 113,1E 'v'
'!"'-¢l::'E Ed::' %0 ;[ L. I:::IE',Ei;OI'~:F'T ]: ON :.5"r':,STIL:;H :1; E;: TF:ENCH
HFI::':: ]; I"!LII-'I I",IUHliii',EA OF'
T'HE ?.EE;!L.I;[ RED !.~; ;[ ZE; OF THE: :E;O ); I._. I:IE:[:[:;OFfl::'T ]: EU'4 :~;"¢STEI'"I I :.5:
E:" EE: F" T' ~"'"~1 ......... ::IL. ::L L,-
THE LE:NEiTH D :[ I"'lEl",l]i; :[ Eff',l :[ ~i; THE LENGTH ":[ N FEET ::' OF THE TF~:ENE:H ]'3F? DRFI I h,IF'~ EL.l:).
-f'HfE DEF"T'H CF' FI 'T'REH"ZH OF'. F'ZT Z'.~; THE I) ]: :E;TFII"4CE E',ETHEE:N THE .:,UI';.Fh ..b OF' THE
GREILIh,!D FIN[::' 'T'FIE E .. TTOH OF THE: E;:':: :' FI","FI"I' Z ON '" :1: N F'EET ::'.
I'HIEF;.E ]::5 NO ~;ET 1.4:[DTH FOR TF?ENCHE'.E;.
.... ;..- , .~ I, EL. BETHEEN THE rH.I'T'F'I::II....L. F'
THE .:ff:H,b.L DE:F'TFI ]::~5 ']"HIE H]:NZhlI...IH DEF'TI..~ OF .... ...
FII'.,II) 'f'HIE E3TTEU"I OF THE E::.::CFI',,,'FI']":[ '3N ,:: ZN F:EET::,.
F:'EF;:H :[ "1' I:::II::'F'L. ]: E:FII'.4T I-IF:t¢5 THE !;~:E:SF'OI'.,I:5 Z B ]] L Z T'¢ 'I'O ~ NF'O[;:?I TH Z S E:,EF'I::IRTHEI",I'f' DUN: ]: NEi THE
:[ h ':: TFI! .L. FIT ]: Ol'.,I ]: I'.1'::~ F'EE:T :[ E H']~ OF FII'-,I'.¢ HEI_L.:5 FI[::,..~FICENT 'T'O TFI ~ E; F'ROF'EFUf"¢ FIND THE
hlLJ?IEUER OF RE:E:~[)ENCE:5 'f'HFIT THE HELL. H:I:I_L '::ER' 'E.
"T" ].,..] ]::::II ":" ;;(~Z "::" :?: ~.,,~ :::,, ~..... E: ........ ] % ~%~ ~'4 ~; F~ ¢;]: ~ F:' ~2::' ~"Z[ II.._~ :E ~: E~E: E3, ......................
- , ;',- , '
EF:I'iFF'[LLi~"JG m3F' F:II",I'¢ ?¢~5'T'IEH HiTHOI_IT FZNFIL iN'JJF'E'ZTIm3t'4 FIND HFI-F- ,~1 ., 'I'H:[E;
I]:,E~:F:'F!F;:TH!ENT l,I :[ LL DE: S;LtE',.YEE:'I' TO F'~' '] ~ EE:UT ]:
HI:NJ:HUH [::,i:~;-r'F)NCE: E',E't"HEEN A HELL. FIND F)h,t'¢ ON-.:SITE S;Et,.IFIGE [:, ]: S;F'O~E;FIL
:I.::Z ::3 F'E:E'I' F'OR FI PF:I',,,'RTE 14EL. L. OF4: :]..SE~ TO ;D3(~) FEET FROH A I:::'UEU... ]: C: HELL. [::,EI::'END]:NG
I. JF'OI'.,t 'THE: 'T".r'F:'E OF' F'I...IEU... ]: mZ: HELL..
f,III'.,I:[HLU"I I):I::5'f'FIt",ICE FROH A F'R1 ,'-TIE 1.4EL. L. T')fq F'RI',,,'F)TE: :SEFtE:R L]:NE It~E; ;::]rj:.i F:!EET FIND
. . . II .....
'l"") FI ~.:UHH..I'J.I. I~ SEI,.IEF: !...It",IE ]:S; 75 FEET.
I.,.tELL. I...OG~5 FIF:E RE6)mJII:~:ED FIND HIJST BE F~:E'I"LIRI",IED TO THE: [:,EF'FIRTHENT I ,.! ]: 'T H :[ N ZO [',A-E
"'U:: THE HELL. COHF'LET:[OI'.,I.
OTHEF4: RE)]:IU :[ F::EHENT:F~; HF)h.' I::)F'F'i.."r'. b,F E... ]. ~. I ...H I ~ .. I,I :, FIN[:' 3 ]' I'TSTRI_ICT i ON [:' :[ FIGRFIH'.~; FIRE
FI',/I:::I :[ LI:::IEfl...E: '1'13 :[ N:~;I..tF~:E F'Rm3F'EF: :[ H'jE;'r'FILL. FIT I 31',,I.
F::m' E: ~::;~: ~"1% ""~ ....EE: :=-..~ F' % ~:~: E]J] :lEi5 E']:. ~:~] ~]Z EE:'Z ~.1 ~ E~ ~:;~: iii: :~ ....... ::;~._ ~ ',~Ei=
]: c.r / ir' T '/"HI::IT
]1..' :1: FtI"I F'I:::!I'"I]:L]:FII:~'. P.I~TH THE REC.:!LI]:REZI'"IEN'i':E; FOR EII.,t-.E~;]:'FIE ~;EI.,.IEI;;ff~; FIND HEI....I_:~; FIE~; :E;ET
F' ] Fi'"f'H [" '¢
:, THE HIJ!'.,I ]: C Z F'FIL ]: 7"¢ OF' FIt'.4CHORFf~3E.
:, r :, t El1 ]:H FICCORE:'FINCE: b. IZ TH TIdE CODE:E;.
2. ' :[ H Z LJ.... Z t",I'.E;TFd...L. THE -' ..........
:, ~ .:,TEH h'lF¢¢ F4:E:6flJ ]: R!E EI",IL. FIRGEHENT ]: F THE
:~:' Z LIN[::,EF?.~;]"I::Ih,I[::' 'FHFt'I" THE ON'"'S]:TIZ ~;Et.,.IEF?. '""' .....
F:E:~5 Z E:,IENCE Z :E; REI"IODELE:D 'T'O ~ NCL. IJI:::'E ~'13F'.E THFtN :~: E lEE' F? '3rfl',1'5
................ . cc;' : .... Z ...... ...............
CONSTRUCTION TEST L~B
"One Test is worth a Thousand Opinions"
2204 Cleveland Anchorage, Alaska 99503 277-0231
Performed for
Legal Descriphion:
~his Fomn reports:
Dan Roqers
Lot 4 Block
SOILS TEST yes
Date Performed 11/9/'79
Subdivision Mt. Side Village
PERCOLATION TEST yes
Depth
Feet
12"
15,5'
Soil Characteristics
Peat & Reddish Silt
Brown Silty Gravel (GM)
Occasional Cobbles
Bottom of Test Hole
Was Ground Water Encountered NO
If YES, What depth?
Reading i Date Gross T~ne ] Net TLme ! Depth to H20 Net Drainage
I I Saturation IPeriod No Water
i 11/9/79 24 HoursI
11/10/79 0 Hours 2 1/2"
, ..... 3.0 Hours 7" 4 1/2"
I .... " _. i 3.5 Hours . 8" 1" --
I ,, " " I 4.0 Hours ! 8 3/4" __~ 3/4"
Percolation Rate 3/4" / 40 Minute
Proposed Installation: SEEPAGE PIT DRAIN FIELD
Depth of Inlet Depth to Bottom of Pit or Trench
COtC4ENTS: 285 Square feet drainage area required per bedroom.
Test Performed by~~ Data Certified By: Construction Test Lab
~~D. Paul Date : November 13, .1979
2
BLOCM
/05/10' UT~L / rF
.5-6
$Ol °~D
50.00~
__ J- _S o/Oe£9o,,w
/
/
/
{
/
' T/-M/~O,'PA
/
S. L~ c.,u, le to.,, &~L.~'ao t, r y L.] nri ....
[] ,..,,- ICi].,-,~., ['] ~.,,,,, I-J,,,, ....
in. I0 fL. Oepth
Lenvth
fL, and
APPENDIX B
MOUNTAINSIDE VILLAGE
SEPTIC SYSTEM DIMENSIONS FOR INDIVIDUAL LOTS
Legal
B5 L7
B3 L4
B5 L5,6
B3, L2
B4, L9
B4, L10
B5, L4
B5, L1,2
B6 L5,6
B4 L12,13 TH10 140
B4, L14,15 THll 155
B4, L7 TH12 162
B6, L13
B6, L3,4
B6, L2,3 TH15 180
B6, L1,2 TH16 95
B4 L18,19 TH17 135
B4 L17,18 TH18 148
Soil Usable
Rating Depth
(sq ft) (ft)
TH]. 215 0-1'
TH2 155 2.5-7.5'
TH3 150 1-5'
TH4 146 4-11'
TH5 322 1-7'
TH6 158 2-.7'
TH7 141 4--8.5'
TH8 215 4.5-8'
TH9 255 1--7'
1--4'
3--5'
1-3'
TH13 Not tested due
TH14 to shallow soil
0'
0-1'
0-1'
Dimens ions
(ft)
L W D
113' 5' 1/2'
47' 3' 5'
57' 3' 4'
32' 3' 7'
97' 3' 6'
48' 3' 5'
47' 3' 4'
92'
77' 3' 6'
70' 3' 3'
65' 5' 2'
68' 5' 2'
N.A.
N.A.
40 ' 20 ' 1
50' 5' 1
70' 5' 1
62' 5' 2'
Type
System
5-wide
Trench
Trench
Trench
Trench
Trench
Trench
3' 3 1/2' Trench
Trench
Trench
5-wide
5-wide
N.A.
N.A.
Mound
5-wide
5-wide
5-wide
Parcel I.D. #
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
J~l~' ~.t~4E~TAL SERVICEs
JUL 08 1996
RECEIVED
GENERAL INFORMATION
Complete legal description
Location (site address or directions) /'7 7 2_/ /-~o~,o ,~.~,,~/M¢¢· P~'~c'd
Property owner
Mailing address
Lending agency_
Mailing address
/77~/
¢,/, A
Day phone
Day phone
Agent j<¢,t.hi E/~o,,~d,'-,~.. Rd i'1~,~ ?,~p~'/-i</ Day phone
Address ~6'00 Co~'o,.',~ A,~cA)o~'c(~ ~, /~
Unless otherwise requested, HAA will be held ~or pickup.
NUMBER OF BEDROOMS: -~ '*
TYPE OF WATER SUPPLY:
Individual well ~
Community well
NOTE:
~ '-/K
Public water
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
4. TYPE OF WASTEWA'I'ER DISPOSAL:
NOTE:
Individual on-site
Holding tank
Community on-site
Public sewer
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72~O25(Rev. 1/91) F¢ont MOA~21
STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I further verify that based on the information obtained from
the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is in compliance with ail Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
NameofFirm ~/~/-/ro? ~--ec/om~c~f _~rJ,~ Phone
Address /*/5'.~ E:c4o ~,~ ~c~a~¢ ~
Engineer's signature _ ~~ % ~ Date.
DHHS SIGNATURE
Approved for
Disapproved.
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
Additional Comments
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineers work.
72~25 (Rev. ~/91) Back MOA #21
'VlUNIclpALi~ ,.
Municipality of Anchorage ~N'Vl/~o~,=, o~c_ /~\
DEPARTMENT OF HEALTH & HUMAN SERVIC~'mrA's~V]c;~'
.... Environmental Se~ices Division ,, ....
825 L Street, Room 502 · Anchorage, Alaska 99501e (907) 3~]~8 ~998
Hesl h Authority ApprovsI Ohe klis
Legal Description:
A. WELL DATA
Well type
Log present (Y/N)
Total depth I I '?- '
Sanitary seal (Y/N)
/-.01'5 ff,/J'c. ~// P/oct,o']at,,Stote b'M~a_ParcelI.D.: OEO-t-lZ-O3~
FROM WELL LOG
l/ Z/ e
_ g.p.m.
Date of test
Static water level -
Well production ~ ~9
WATER SAMPLE RES[FLTS:
Coliform 0 col /to(J r~ ~
Date of sample: fi/El /~o/
B. SEPTIC/HOLDING TANK DATA
Date installed 9 / I I / ~) /
Foundation cleanout (Y/N)
Date of Pumping _~ / 7/2ff
C. ABSORPTION FIELD DATA
Date installed 9 / / I / ~ /
Length R£' Width ,.~ '
Effective absorption area t 190 ~'
Date of adequacy test ff/'g K/9 6'
IfA. B, or C, attach ADEC letter. ADEC water system number
Date completed I / t '~/~, ~
Cased to 2 -/t Casing height (above ground)
Wires properiy protected (Y/N)
AT INSPECTION
/ zo- /90/
~/'
g.p.m.
Nitrate
Collected by: f~lc, t%q:,/o 7'¢ cfi .,C~/c
Tank size I o'o~j Number of Compartments 'E Cleanouts (Y/N)
'r' Depression (Y/N) N High water alarm (y/N) N./3,
Pumper /} * ~J~,,ne' J'e~'~, keJ~
Gravel thickness below pipe
Monitoring Tube present(y/N) ~'
Results (Pass/Fail) ?aD,
Soil rating (g.p.d./ft2 or fta./bdrnl) ~ ~.ff ~ f_ System type '7-r' tn c4
7 Total depth
Depression over field (Y/N) N
For _7 bedrooms
Fluid depth in absorption field before test (in.); 76' Immediately after7Z Y gal. water added (in.):
Fluid depth "7~ (ins.) Minutes later: 3~' Absorption rate =_'~ q3-~ g.p.d(i
Peroxide treatment (past 12 months) (Y/N) l~/Ong trcnooa,~ If yes, give date N. A,
D. LIFT STATION ~. /~.
Date installed Size in gallons
Manhole/Access (Y/N) "Pump on" level at*
High water alarm level at* *Datum
Cycles tested
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot IO(-/,
Absorption field on lot ~ / o~' '
Public sewer main N./~.
Sewer/septic service line ? Z~-'
"Pump off" level at*
c.c,,, ;Onadjacentlots I O 5~ t ~_,
; On adjacent lots ~ too,
Public sewer manhole/cleanout pt, /4
Lift station /'4. /~
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Buildingfoundafion ~' Propertyline '~ lO' Absorption field lO
Water main/service line ~'~3" Surface water/drainage > t co' Wells on adjacent lots_
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Building foundation ;> ~3-' Property Line ¢ /o' Water main/service line
Surface water > ! oc.,' Driveway, parking/vehicle storage area ~-'
Curtaindrain No,ne ..C e ~,~ Wellsonadjacentlots ~ lOC,'
ENGINEER'S CERTHqCATION
I certify that l have determined thru field inspections and review
of Mumctpal record~, thOt lthe~i~O¥~
in conformance with MOA HAA guidelines in effect on this date.
Signatured.x,~--o'-ec~ ~. ~
Engineer's Name -~',~ eo~_X~o~¥' ~. /'--too
Date ,.7~/>, t9'9o/
HAAFee $ .T~'o o~-
Rev. 8/95 OSS: haa.wk.doc
Waiver Fee $
Date of Payment
Receipt Number
MUNICIPALITY OF ANCHORAGE
M E M O R A N D U M
SEPTIC SYSTEM ADVISORY
HEALTH AUTHORITY APPROVAL NO../~.~. ~OZ~
Prior to a recent adequacy test on the septi, c system for
this lot, ~ inches of standing water was observed in
the absorption field. This indicates that approximately
~ % of the absorption area is inundated. Although
this system passed the adequacy test, the remaining life
expectancy may be limited.
This advisory must be attached to all copies of the subject
Health Authority Approval.
~UL-11-199~ 12:~B
FL~qTTOP TECH, SUCS. 907~451355 P.01
FLATTOP TECHNICAL SERVICES
14~30 Echo St., Anchorage, AK 99516 ~-~7~
Ph, (907) 345-1355
ADEQUACY TEST DATA SHEET
Street: Address:_ _ 1'77~1 Mo~t~,~tda O~,f,~ ....
Client Name:
Test: Der:e: G /_gd /fd' ....
Tested
Initial Conditions:
Float #1 in~ef~ ~,,f~_ set " b,t,o._3_~" pipe w. 7~" fluid
Float ~3 .iA s~t-- "b.t.o. pipe w,... --" fluid
F%oat ~4 in ...... .set' --" b.t.o. _ '"' plpm w.___--" fluid
-ACTI6'N 'TIM~ i-~J20 M~T~R N'~T. GAL '"W'F. LC
TAKEN LEVEL
.... ~: ~ .... ~- ' ~ ~a
/I ,' ~ - ' ~ ~- ~ ~ 3 e
_~.~. lt :qZ _.
IZ:Og I/ o 7~
...... ~: ,~
t~: ~
Unit Absorption Capacity - N.A,
Surge Capacity
Average Absorption. Rate
Adequate for 3 Bdrms
TOTAL P. 01
TECHNICAL:
CIVIL& ENVIRONMENTALI';NGINEI~I~ING * ENEIIGY C()NSERVATION & ANAI,YSIS
THEODORE F. MOORE, P.E. 14530 ECHO ST.
PH: (907) 345-1355 July 3, 1996 ANCHORAGE, ALAS KA 99516
Robin Masek
17721 Mountainside Drive
Anchorage, AK 99516
Dem' Mr. Masek:
Per your request on June 26, 1996 we conducted adequacy tests of the water supply and wastewater
disposal systems serving your residence on Lot 4, Block 4, Mountainside Village S/D. The test results
indicate that both systems m'e functioning adequately at this time, and I am in the process of filing an
application for a Municipal Health Authority Approval (HAA) certificate. Unless requested otherwise I
will mail the HAA certificate to you after it has been signed by the Municipality. The following is a report
of our test procedure and findings.
According to the ch'iller's log, the well was completed in January of 1982 and has a total depth of 112
feet and a yield of 20 gpm. Ou the date of our test the static water level stood at 31 feet below the top of
the casing. DtuSng the course of our test we pumped a total of 761 gallons of water from the well at the
maximum pump output of 6.0 gpm, which caused the water level inside the casing to be drawn down to
32 feet, but no further. Based on our test data we determined that the total yield of the well is in excess of
6.0 gp~, which exceeds the Municipal criteria for approval of a single family residence, and also meets the
FHA lending criteria that a well be able to supply 720 gallons of water within a 4 hour period. Water
samples collected on June 26 were satisfactory, showing 0 coliform or other bacteria per 100 ml., and
3.08 mg/1 of nitrate-N.
According to the as-built inspection report on file at the Municipal Health Department, the wastewater
disposal system was installed in September of 1981, and consists of a 1000 gallon septic tank followed by
85 lineal feet of soil absorption trench containing 7 feet of sewer gxavel. To assess the adequacy of the
system we ran 724 gallons of water into the system through the second compm'tment of the septic tank,
while monitoring fluid levels in tile septic tank and in the soil absorption system standpipes, before, during
and after the flow of water was stopped. Tile initial fluid depth measured in the sump/monitor tube at the
end of the trencl{ was 76 inches. This level gradually rose another 16 inches as the 724 gallons of water
was be!ng added to the system. At no time as water was being added to the system did it cause any fluid
to back up into the septic tank. After the flow of water was stopped the fluid level in the sump receded
back to 2.5 inches higher than its initial position within 30 minutes.
Based on the test behavior, it appem's that the system was constructed with the distribution pipe
sloping slightly downwards towards the sump/monitor tube at the east end of the trench. This allows
fluid exiting the septic tank to flow first into the sump, thereby causing fluid levels measured in that
monitor tube to be artificially elevated above tile ambient static fluid level in the rest of the treuch. The
residence had been continuously occupied prior to the start of the test. Our opinion that the soil
absorption system coutinues to perform adequately for a three bedroom residence is based on its
demonstrated ability to accept a surge loading of over 1.5 times the design daily absorption requh'ement,
with the fluid level in the u'euch remaining at least 14 inches below the level of the septic tank ouffall 30
minutes after the test dose was added.
CT&E Ref.//
Matrix
PWSID 0
Smnple Remark.q:
CT&E Environmental Services Inc.
Laboratory Division ~ar.~~~
9(32568.96256800 I
L4,B4, Mountainside Village
Dmdang Water
Collected Date
200 W. Potter Drive
Anchorage, AK 99fil 8-1605
TeL (907) 562-2343
Fax. (907) 561-5301
06/26/96
Technical Director: Stephen C. Ede
Release,l By ~ ~. ~-
Parameter gesuLts QC P~L Units
Qua[
ffitr~te-N 0.100 O
Nitrate-N 3.08
Tatar Coliform 0
HethoO
Altowab{e Prep AnaLys(* Init
Limit~ Date Date
0.100 mg/L ~PA 35],2
O.5DO rn~/L EPA 353.2
0 col/lOOmL $H15 92220
06128/96 ESC
06/28/96 E$C
06/26/96 TAV
U - undetected
LT Less than
fiT - Gl-eater than
D - Secondary Dilution
d - Belou the calibration range
ENVIRONMENIAL FACILITIES IN ALASKA. CALIFORNIA. FLORIOA. ILLINOIS, MARYLAND, M~¢HIGAN, MISSOURI. N~.W J[R$~Y, OHIO, W£$T VIRGINIA