HomeMy WebLinkAboutSPRING HILLS ESTATES BLK 1 LT 5pring H il'l
Block 1
Lot 5
015-051-43
~' I MUNIClPALITY OF ANCHORAGE ! ' J'~OA
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE'DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME IPHONE ~ ~EW
MAILING ADDRESS ' r
LEGAL DESCRIPTION
LOCATION NO. OF BEDROOMS
DISTANCE TO: o ~ ;~ ~O ~
~ Z Manufacturer ~E~ ' Material 3 ~ ~ ~ N°' of compartments
Liq. capacity in gallons Inside length Width Liquid depth
~ ~ DISTANCE TO: Well ~ Dwelling PERMIT NO.
O Z ~ Manufacturer Material Liquid capacity in gallons
Q Well ' Foundation Nearest lot line PERUlT NO., --X~
~ ~ ~ No. of lines ~ Length of each line Total length o~line~ Trench width Distance between lines
Total effective absorpt~n area
a ~ Top of tile to finish grade Material beneath tile ~ Z ~ ?~ inches
Length Width Depth PERMIT NO.
~ ~ Type of crib Crib diameter Crib depth Total effective absorption area
m Well Building foundation Nearest lot line
~ DISTANCE TO:
~ Class Depth Driller Distance to lot line PERMIT NO.
m Building foundation Sewer line Septic tank Absorption area(s)
~ DISTANCE TO:
OTHER
PIPE MATERIALS
SOIL TEST RATING ~ '~0.,~
INSTALLER ~
REMARK$~
/
72-013 (Rev. 3/78)
Department,, f Health and Environmenta~ 3rotection
825 L Street, Anchorage, AK. 99501
264-4720
* * * HANDWRITTEN PERMIT * * *
WELL AND/~DR ON-SITE SEWER PERMIT
P'~rmit ~
Location: ... Phone Number:
Type~-of Soil Absorption System Is:
Trench: y Drainfield: Seepage Bed: Holding Tank:
Maximum Number of Bedrooms: L,,~ Soil Rating(sq.ft/br)
The Required Size of the Soil Absorption System Is:
DEPTH ~ LENGTH ~c~ GRAVEL DEPTH. ,~ WIDTH'
Th~ length dimension is the length(in feet) of the trench or drainfield. The
depth of a trench or pit is the distance between the surface of the ground and
the bottom of the excavation(in feet). There is no set width for trenches.
The-gravel depth is the minimum depth of gravel between the outfall pipe and
the bottom of the excavation(in feet).
* * REQUIRED SEPTICCHS~.-DTNG) TANK SIZE = ;L~-~ GALLONS * *
Permit' applicant has the responsibility to inform this department during the
installation inspections of any wells adjacent to this property and the number
of residences that the well will serve. '
* * * TWO(2)'INSPECTIONS ARE REQUIRED * * *
Backfilling of any system without final inspection.and approval by this departme
will be subject to prosecution.
Minimum distance between a well and any on-site sewage disposal system is 100 fe
for a-private.well or 150 to 200 feet from a public well depending upon the type
of public well. Minimum distance from a private well to a private sewer line
is 25' feet and to a community sewer line is 75 feet. Well logs are required
and must be returned to this department within 30 days of the well completion.
Other requirements may apply. Specifications and construction diagrams are
available to insure proper.installation.
* * * PERMIT EXPIRES DECEMBER 31, 1 9 8 3 *
I..certify that:
(1) I am familiar with the requirements for on-site sewers and wells as
set forth by the Municipality of Anchorage. ...
(2) I will'install the system in accordance with codes.
(3) I understand that the on-site sewer system may require enlargement if
the~cesidence i,~ remodeled to
Signed: //_~~. ~ c//.~
Applicant~ ·
include more. that 3.bedrooms.
Issued by:
Date:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 g Street, Anchorage, Alaska 99501 2644720
SOILS LOG -- PERCOLATION TEST
[] SOILS LOG
r-i PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
'5
6
7'
'8
9
10
11
12
14
15
16
DATE PERFORMED:
SLOPE
· I
I'1 1 .'1 .'.
'1
SITE PLAN
WAS GROUND WATER S
ENCOUNTERED? ~Jo L
O
P
IF YES, AT WHAT
DEPTH?
.' Gross . 'Net Depth to Net
~.'"~ek; . , . Time ' Time Water Drop
· ':';'""-"'~.i,". "~" - '~'" -
__.~., :..,.__ ,, ~_ ,~ ,..~.,~ .,o
- . :q/~ ~ .- 3.c,u
....,., 'r,,tf~/ ¢/33 - ,.~. oo
/PERCOLATION RATE
.::~ 92.
TEST .RUN 'BETWEEN 'FT. AND
s,:,l ~ .:8' % :~' ,~'g ,-,'~,'~t1 .~ i ~ ~' ) L,
'PERFORMED BY: '"'[~'-~I CERTIFIED BY:
:72-008 (6f79) '~
,(minutes/inch)
-~8~',I~
DATE:
ff'~ ~v~-W DRILLING, Inc.
P.O. Box 10-378 * 10300 Old Seward Highway
(907) 349-8535
ANCHORAGE, ALASKA 99511
· ' DRILLING LOG
Well Owner~ ~-~-' ,Use of Well
Location (address of: Township, Range, Section, if known; or distance main road LOt $ Block I Spring ]{ills
Donestic
Size of casing 6" Depth of Hole
Static water level 130 ft.
Screen ( ); Perforated (
255 feet Cased to 25/,.60 feet
(below) land surface. Finish of well (check one)
Describe screen or perforation None
Well pumping test at ~ gallons per (bca~r)
of drawdoWn from static level.
Date of completion December 13, )98~
open end ( 1L~: );
(minute) for I hours with
WELL LOG
Depth in feet from
ground surface Give details of formations penetrated, size of material, color and hardness
0 TO 2 ¢~6in~_,. stickup
2 TO 40
40 TO 80
$0 TO 120
120 TO 124
124 .TO 150
150 .TO 195
195 .TO 21.~
212 .TO 238
238 .TO. 240
240' TO. 252
252 TO 255
TO.
TO
.TO
Broom silty sand&& ~ravel
Brown silty sand
Brown silty sand & gravel
Brown silty gravel (damp)
cray ~ilty ~ravel
~ro~ Silty ~rdvel
Gray silt
Brown silty ~ravel
~lww~ C~.,~cd Contractor
Cer~ic~te l~o's. 81~ & 913
Browm silty gravel (damp)
Brown silty grav~! - wet.
Waterbearing Gravel
3 -- CONTRACTOR
Parcel I.D.
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage,'AK 99519-6650
www.ci.anchorage.ak.us
~ (907) 343-7904
CERTIFICATE OF-HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
1. GENERAL INFORMATION
Expiration Date: ~ - ~ ,,,A" - O L.~
Complete legal description SPRING
Location (site address or directions)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
HILI-~ESTATES SUBDIVISION; LOT 5, BLOCK 1
· 9441 SPRING HILL DRIVE * ANCHORAGEr AK * 99507
ELIZABETH WILSON
9441 SPRING HILL DRIVE *
. Day phone ,546-3706
ANCHORAGE, AK * 99507
Day phone
Day phone
Mailing address
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
TYPE OF WATER SUPPLY:
Individual Well []
Individual Water Storage
Community (~lass Well r'"]
Public Water System r"]
TYPE OF WASTEWATER DISPOSAL:
Individual On-site []
Individual Holding tank ~]
Community On-site E~]
Public Sewer E~
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based onlY'upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Cedificates of Health Authority Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
be reissued with new water sampleS. (Cedificates may be reissued for a period of up to one year with valid
water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water
system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's
work.
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, based on procedures outlined in the Health Authority Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate
for the number of bedreoms 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(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
NameofFirm GARNESS ENgINEERINg gROUP, Ltd.
Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. (~ARNESS, P.E.
Phone 357-6179
Date"
. Engineer's Comments: .
In conducting this evaluation, GEG, Ltd. attempted to provide a thorough,
conscientious engineefing analysis of the system in accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured t~ readily identifiable features. The operational life of ali wells and
septic systems depend on the local soils condition, groundwater leve/s that may
fluctuate during the year, and the water usage of the family being sen/ed by the system.
These conditions are outside the control of the eva/uator of the system. Satisfactory test
results do not guarantee future performance of the system, no~ do they guarantee that
there are no hidden defects or encroachments. GEG, Ltd. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party is not authorized, nor wi//it confer any legal fight whatsoever.
5. DSD SIGNATURE
Approved for ~ bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the fllowing stipulations:
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory ·
Manitenance Agreements.
SuPPlemental Engineer"s Reort
Other
Original Certificate Date:
Be
Legal Des, cription:
WELL DATA
Well type ~ PRIVATE ' ; . If A, B, or C provide PWSID# N/A
Date completed 12/13//1983 ..Samtary seal (Y/N) YES
Totaldepth 255 ft. .- -Casedtol.254.6 ft...;
".ii'..~.ii ~ . FROM WELLLOG~r. .. : ' ':
MuniciPalitY of Anchorage i'
DeVelopment Services Department :
Building Safety Division
On-Site Water & Wastewater Program ,
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 ':
www.ci.anchorage.ak.us
(907) 343-7904 "~
HEALTH AUTHORITY ,b, PPROVA CHECKLIST
SPRING iHILL EsTATEs I~SUBDIVISION; LOT 5, BLOCK
Sl~tic w~ter level 130
W~ll pro'duction 5' .~, ',l:, g.p.~.
WAFER ~AMPLE ' ' '
RESULTS. ~! ,-' ,
COlifOrm :. 0 c°lOnies/i00 mi. ' '.. Nit~are:, 1.o9 mg.lL.
'::' :N/A
Ars~enic: : '
mg.lL. ' ; ;-: Dai'~ of sample: .5/12/2oo4 Collec~,edby:..
r
SE C/"OL0 N TA"K ATA: ....
~, l', '; ' ' : ' 'SEPtIC/STEEL' i Date installed -
Tank ~ype/Material
Tahk"sizd" 1250 gal. .: Numberof Compadments 2 lea N)
: Well L, og (Y/N) ..YES
wires properly'~ i~rotected (Y/N) YES
Casing height '(above ground) .22
AT INSPECTION
5/.12/2004
i:'21'1~ ! .ff.
.4.86 g.p.m.
- !:
·
Other bacteria
in.
,.i.'~. colOnies/100 mi.
GEG~ Ltd.
10/12/1983
YES
't:~:' ";' i N/A
Foundabon cl~anout (Y/N) ,YES .Depresi~ O~ (~ve~ ta~k (Y/N) NO High Water alarm (Y/N)
Date'of p~mping 5/10/2004 :' Pumper .:I A+ HOME tSERVICES
ABSORPTION FIELD DATA ; , i ~{i: i ~BELOW EXISTING (;RAD£1 .... ' - '
Dat~"installed~ 10/12/1983, Soil rating(g.p.d.lft~or<~,,..~ 368 .. ,Sys~!em. type :. DEEP.TEEN.CH_
Lehoth' !' -121- ,..fl ,; '- ......... Width ~.I,, I' , .3 , ff. -.. · :::Gravel below pipe , 4-7.5 ff.
__.,.?__ --7--'~'-"'7~, ' "' ; ~ " , '~' t "'
Tol;' depth*g.'(MAX)ff' E,. abSorpti0n'~;~ ~29'6 fi' Monitoring tube yF~S'!i Depression overfield NO
Dal~"of" : .... ' ~;ii~ ' "' For ,3 bedrooms
a~leqUacy test *'5/13/2004 ...... Results (Pass/Fail) PASS
,u;-!i! I ,
F ;depth in absorption fi~id before'teSt __ Water added 507 gal. : 'New depth 26.5in.
' I i - . . I ; ....... ;; :~ ' ' '
Elapsed Time: 995 m~n. ~ ~ ~ in. Absoi'ption rate >=, 450.+. g.p.d.
,i:,. ," '. ~ ' ', .... 'i,, .... : NoNE KNOWNs[-': I~yes,givedate -
Any rejuvenabon treatment (past 12 mo.) (Y/N & type)
~MT ONLY EXTENDS ~40.5" BELOW I~E~Ti. "~*TE~'~ 80 'FOOTi LONG.SEcTION OF TRENCH
! ': ' : '' :' :' '·'~' r~:/ :'!. - : :::!
D;
LIFT STATION . .. - '
Date installed ~ Size'in gallons :.'i~
."Pump on" level at ~n. .High water alarm level at ~ in,
Da~t~m ~~ C'Y~Ios test~l~ ~ : 2 Meets ~alarm & circuit re;quirement~i
SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100'-F
Absorption field 'on lot 1 oo,+
Public sewer main N//A
Sewer/septic service line 25'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line ~ · 5'+ ~
Water main N/A Water service line 10'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: :
Property line 10'+
Water service line 10'+
Curtain drain· NONE. KNOWN
COMMENTS
Building foundation 10'+
Surface water 100'+
Wells on adjacent lots 100'+-
On adjacent lots 100'+
On adjacent lots 100'+ ,
Public sewer manhole/cleanout N/A
!Holding tank · N/A ,
Absorption field 5'+
Surface water 100'+
Water main N/A
Driveway, parking/vehicle storage 10'+
..G. ENGINEER'S CERTIFICATION
! certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with 'MOA HAA guidelines in effect on this date,
Engineer's Printed Nan;la JEFFREY A.-GARNESS
Date · ,.~'/'~---~/0 z3r' ' '
Date of Pa~,ment
Receipt Number
Waiver Fee $
Date of Payment
Receipt Number
'.. LS-6914 .-"
'%
ESM'T. ~
89758'50"V/
22,34'
BE'IgN'EEN
ITI~.IrlRAGE RECORT~ING DISTRICT, ALASKA AND T~
THE VISIBLE ]MPRI]VEHENTS SITUATE~ THEREB~
~TH~N THE PRBPERTY L~NES AN9 THAT ND
ENCEDACHHENTS EX]ST D~HE~ THAN NDe/9.
:R~A~T ANCHORAGE, ALASKA THIS
9AY DF _:HAY ........... ~004 .... . /
HBLT LAN~ ~URVEYING 9343, F~i11-7~
TEL. 345-5513 /
THE INFORMATION HEREON ~S FOR THE USE OF L~NDING INSTITUTIONS SPECIFICALLY TO SHOW ANY CONFLICTS
EXISTING STRUCTURES AND PLATTED LOT UNES OR EASEMENTS AND IS NOT TO BE USED FOR POSITIONING .'AD
STRUCTURES OR FENCEUNES. '
EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT, ARE NOT SHOWN HEREON.
NOTE.' ANY rENCEMNES SHOWN ARE LOCATED APPROXIMATELY AND ARE NOT TO BE USED TO DETERMINE PROF
OR LOCATE STRUCTURES.
ANY PAVING SHOWN MAY BE APPROXIMATE DUE TO SNOW CONDITIONS.
/
- % ,
· I HERE2Y CERTIFY THAT I HAVE PERFDRMEI~
HDRTGAGEE'S INSPECTION OF THE FOLLI]~/ING
9ESCRI~EI) PROPERTY.
LOT 5, ~LDCK 1, SPRING HILLS ESTATES
IllI
lull
HOME SERVICES, INC.
CUSTOMER
·
7501E.]40th Avenue
Anchorage, Alaska 99516
345-1890
INVOICE #
p.i
245OO
Block Lot
DATE DESCRIPTION AMOUNT
" ' TOTAL -~"';
· REMARKS
. ~. ~_. .~.~..~5~.T~,.~2.1~/:' '. o .,j:'~ . .,.
.~.,,... .~,. ,'-,.-. . __ ~./(~'-~,., . ,
~." /:.-_ ~.--'-,'..;.;
.' t -' !
...__/.'..../ - ~¢ /". j
$ .~. .... :'..";" , ". ¢~.,,; ~ ..
; ,. , .' .~.. ..-.?'.
· !/(; "', Gallons ' ~,/' Septic ~ Leach Area ~ Holding Tank ,....~---. Standpipes / 4,2.'-' Time
[] PROBLEM AREA ~ CALL FOR MORE INFORMATION
[] NEEDS TO BE DONE AGAIN IN 6 MONTHS
[] Good Shape ~] sludge buildup on bottom ,[] Floater on top
[] Jim cap missing or [] Cut standpipe to 1' above ground [--]! Needs Septictrine
needs replacing
05-1B-04 04:14PU FROU'-CT&E ESI, SGS EHV SERVICES 9075615301 T-3gB P.03/04 F-060
SGS Ref.#
Client Name
Project Name/#
Client Sample ID
Matrix
1042476001
Gamess Engineering Group, Lid.
Spring Hill Estates, BI, L5
Spring Hill Estates, 131, 1.5
Drinking Water
All Dates/Times are Alaska Standard Time
Printed Date/Time 05/18/2004 11:3 l
Collected Date/Time 05/12/2004 14:45
Received Date/Time 05/12/2004 16:00
Technical Director Stephen C. Ede
Allowable Prep A~alysis
Parameter Results PQL Units Method Container ID Limits Date Date Init
Private Individual Analysis
CO3 AlkalinRy 20.0 U 20.0 mg/L SM2D 2320B
OH Alkalinity 20.0 U 20.0 mg/L SM20 2320]3
Conductivity 235 1.00 umhos/cm SM 2510B
pH 7.60 0.100 pHuniTM EPA 150.1
Alkalinity 114 20.0 mg/L SM20 2320B
Total Coliform 1 ! OB, No Coli col/lOOmL SMI8 9222B
C 05/i 3~04 AM
C 05/13/04 AM
C 05112/04 KC
C (6.5-8.5) 05112/04 KC
C 05113/04 AM
. ^ ¢<=1) os/l~o4.
05-18-04 04:13PU FROU-CT&E ESI, SGS EHV SERVICES
SGS
SGS Rcf.#
Client Name
Project Name/#
Client Sample ID
Matrix
] 042476001
Oarness Engineering Group, Ltd.
SprinR Hill Estates. BI, L5
Spring Hill Estates, BI, L5
Drinking Water
9075615301
T-39B P.02/04 F-060
All Dates/Times are Alaska Standard Time
Printed Date/Time 05/18/2004 11:31
Collected Date/Time 05112/2004 14:45
Received Date/Time 05/12/2004 16:00
Technical Director Stepl~C. Ede
Sample Remarks:
Allowable P~ep Analysis
Panu~e?._- Results PQL Units Method Container ID Limits Date Date Init
lqickel 2.00 U 2.00 ug/L EP200.8 D
Antimony ! .00 U 1.0O ug/L EP200.8 D
Thallium 1.00 U 1.00 ug/L EP200.8 D
Selenium 5.00 U 5.00 ug/L EP200.8 D
05114104 05116104 WAW
05114104 05116/04 WAW
05114104 05116104 WAW
05114/04 05/16104 WAW
Metals Depa=tment
Hardness ~ CnCO3
5.32 5.00 mg~ SMI7 2340C D
05/14/04 05/16/04 WAW
Individual Analysis
Aluminum 20.0 U 20.0 ug/L EP20O.8
Arsenic 5.00 U 5.00 ug/L EP200.B
Barium 3.00 U 3.00 ug/L EP200.8
Cadmium 0.500 U 0.500 ug/L EP200.8
Calcium 612 500 ug/L EP200.g
Chromium 1.00 U 1.00 ug/L EP200.8
Copper 12.5 1.00 ug/L EP200.B
Iron 250 U 250 ug/L EP200.S
Lead 0.378 0.200 ug/L EP200.8
Magnesium 920 50.0 ug/L £P200.8 '
Manganese 1.51 1.00 ug/L EP200.$
Phosphorus 200 U 200 ug/L EP200.$
Potassium I 100 500 ug/L EP200.8
Silicon 5960 200 ug/L EP200.8
Silver 1.00 U 1.00 ug/L EP200.8
Zinc 14.3 5.00 ug/L EP200.$
Chloride 5.91 0.100 mg/L EPA 300.0
Fluoride 0. i 02 0. ] 00 mg/L EPA 300.0
Nitrate-lq 1.09 0.100 mg/L EPA 300.0
Nitrite-N 0.100 U 0.100 mg/L EPA 300.0
Sulfate 9.27 0.100 mg/L EPA 300.0
Total Dissolved Solids 148 10.O mg/L SM20 2540C
HCO3 Alkalinity 114 20.0 mg/L SM20 2320B
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
B
B
B
B
B
C
C
(<=50)
(<=2000)
(<=5)
(<=100)
(<=1300)
(<=300)
(<=151
(<=50)
(<=100)
(<-5000)
(<----250)
(<--21
(<=10)
(<=1)
(<=250)
(<=500)
05114104 05/16104 WAW
05/14/04 05/16/04 WAW
05114104 05/16/04 WAW
05114104 05/16104 WAW
05114104 05116104 WAW
05114104 05116104 WAW
05114104 05116104 WAW
05114104 05116/04 WAW
05114104 05116104 WAW
05114104 05116104 WAW
05/14104 05/16104 WA~
05114104 05116104 WASh
05114104 05116104 WA~
05114104 05116104 WA~
05114104 05116104
05/14/04 05/16/04 WA~
05112104
05112/04
05112~04
05112/04
05112/04
05/17/04
05113104
~lS~ SGSIC'I'&E ENVIRONMENTAL SERVICES
Drinking Water Analysis R~port for Total Coliform Bacteria
READ IN~TRUC;T1ONS ON REVERSE SIDE BEFORE COLLECTING SAMPLE
MUST BE COMPLETED BY WATER SUPPUER
2OO W. PO'iTER DRIVE
ANCHORAGE, ALASKA 99518
Tel: 907-562-2343
Fax: 907-561-53131
L~b Ref No.
I 1042476-/
[] send nesu~ ri
I '1
SAMPLE COLLECTION:
l)=d.: ~ ~"~ T,,~.~'"~' [] Routine
lime: AM ~.~} 'El Repeat Sample
to ~b a~: ame as colle~or Othe~ ~
[] Sarape ever 30 hours eld:
Resuttl may be unreliable
r'~da Hour Weber
SAMPLE TYPE:
Phone #:
Fax #:
m
TO BE COMPLETED BY LABORATORY
.Sample 'Receiving: .....
Date: ~" [~'~--- C~
DelNt~ Math~;
Re~ed By:.. ~
~ N~
Comments:
~ Tmat~ Wa~r
D Untrea~d Wa~r
[] RUSH SAMPLE
BacterioloaicalWater ~nap~s[s ~eco . · '
- ' MMO.MUG (P/A) R£SULTS: I ANC FBK JUN I
Analyst: ~ ·
Analytical Method:
Membrane Filter
MMO-MUG (P/A)
Reported lay:. .~, :,(~) Y'~/
~gnaturm D
090-:1 t'O/t'O'd 86£-1
05-24-04 O§:48AU FROM-CT&E ESI, SGS ENV SERVICES 9075615301
S~S/CT&E F..NVIRONME~TAL SERVICi~S'
Drinking Water Analysis Report for Total Coliform Bacteria
*READ IN~'rRucTIONS ON REV~P,~- SIDE I~EFORE COLLEC13NG SAMPLE
MUST BE COMPLETED BY WATER SUPPLIER
[] PUBLIC WATER .qYBTEM ID~ ~ .'T--'- '
iVATE WATER SY~T*EM
SAMPLE COLLECTION:
T-452 P.OI/OI F-150
2O0 W. Po'n'ER DRIVE
'ANCHORAGE, ALASKA D9518
Tel: 907-562-2343
Fax: i)07-561-5301
1042750'
[] Se~d Ram~lta FISend Invoice
~MPLE TYPE:
' l~t=: F1 Routine [] Traated.Wa. to~'
· [] Repeat Sample ri Untreated Water'. - '"'
Tranmpm*t~d ~ ·
~o ~.u e~n e as collector ~then
TO BE COMPLETED BY LABORATORY
,Sample Receivln{3:
[]
RUSH S'AMp. I'E
Temp: .
l!)ellvery Method: c..., ~ L~"~""'~~x~"
' ' ' MMO-MUG ~PIA) REEUL'rB: ' FBK JUN
Anal~t: _ ·
Anmlgtlc.l Method:
Membrane Filter
MMO-MUG (P/A)
Reported
tc~ ' i~.i.c,~ .I '
MEMBRANE FILTER RESULTS: IDatafrlm~; · Dimcl Cram: ~ ~lOOmL
vertr,:atiorc " ISp3k. wire: ....
t..;~a:_: [~ Satisfact6ry
r,-~,,=. { EC'. . [::]. Unsatisfactory
1NTC. Tee N~mw~ "" Cmml
- I
· ..
Form # FW- 0o53 12/17/03
er~vlcesl
GENERAl2
or
~ w~,~ Clubb ~., ~- .....,... · ........ Day phone. 345 62~
: .... '" t:' .... ...~ ~:~, ,,,.~;...: ;..~ '~'-? '~ ............ Day ~,one:~...~, ..., ~,.
'..'~ ":,.'" ~ ,' ,~ .: ;.~. '.~ ~' '- '~" ,'~'F~ , ..... ~, ,~' '. ':'." '~ ,.~' ..... '
~ · ,: ~ '-
~.~ 2;,'.'NUMBER OF BEDROOMS: :~ .b::.' ::'}.. :~ :~hr~ ~} ','~ ;~..:~',: ,.L;>..?~ ~; ~;;~ .~::,~'::.),~, :{,.;{)..,}' ;: {:~'.:~;' '=': :. (~': ,?.,~ .
~T=~ ~UppEy-,~ ~....:. ~ .~ ~.,~.~ ;.,-,~.,~.,~. ,..: ' ,,~PE OF~WASTEWATER.DISPOSAL, :,. · .... ·
~ ", .,: ~l,a,,,a,,ol ~AI~II ~ · ~. . : ~..;. ., .. ,..., · . ~ ~.:. Individual ,, ~,.~.,.,~..-~: ~ .... ~ .. . .. . ·
.' .~ .:~ Individaal Water~$~o~ge~?-:~~ .... . :0 ~-.~: .' ':.' :. :~--!~,~;~?l??g ~ank....~
, .. - : '~:,'; - ,, ,., :~,[; . -.? :- .;',.;~,, ~ . ', ., ..';. .' .;;..: ~ ..... ... ,,.. -. ,,~.,. : ., ~.:
' ~nm~-ni~'~J~JW~ll -~' ' -~ ,: ,. :~-',~ Co~mun~On-~lte:.';'" ,~,'.:. :.'. ~ -_ -- .-
Y~ ":.~ ~ Public'Sewer ' O
Public Water S tern., .'~ :... ......~ ,,, : .-. :: :.
. -:..~ , . · ~ .... ~ '.. , .,
The Municipality of Anchorage Depadment of Health and Human Semites (DHHS) Issues Ced~mtes 0f Health
Authori~ ~pproval {H~) based only upon the representations ~iven !ri'Paragraph 5 by an independent pro[essional
civil en~inee[~ reflistered in theState ol ~laska. Ced~mteS 0[ Health ~uth~fi~ Approval 'ar~ required ~0r the transfer
of tiile (except beMeefi ~Pou~es) on pro~edies Seined by a sinflle' family On-s~te ~ste~hter disPOsal :and20r water.
supply ~ystem. DHH8 ~also issu~ H~s upon request to home omers. Ced~mtes o[ Health ~uthori~ ~pproval
are valid for O0 days from thd dar0 o[ issue foF propedies seined by ~ pr~ate or Clas~ C Well'and may be reissued '
with new water sampl~'msults less than g0 days old. Cedifimtes are valid for one. year for propedies se~ed
Cla~s ~ or B wells or a publi~ water' system. The Municipali~ o[ ~nchomfle is not responsible for errors or
omissions in the professional en~in~Fs work.
':' :*- "":~ INSPECTION :B¥~ ENGINEER
~sea
on~
-' ' "? :'?'.'-::..;~'. ~";"h Con&t~onal approval for z".:-'-.-', .bedrooms, w~th the
Attachments:
HAA Checklist X
· Septic 'System ~,dvisory
Well Flow Advisory
Expiration Date: ~ '-' / ~-" O I
(Rev. 10/99)
Maintenance Agreements ..
Supplemental Engineer's Report '-.
Other ....
Odginal Certificate Date: z.~
Reissue Date:
ke
Be
Ce
Municipality of Anchorage
Development Services Department
Building Safety Division
on-site Water & Wastewater Program- i
-- 4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
,~ ! www.ci.anchorage.ak.us
!l:!. (907) 343-7904
!:'' ' : HEALTH AUTHORITY APPROVAL CHECKLIST:
Legal Description: Lot 5, Block l, Spring Hills · ' Parcel ID: 0t5-051.43
WELL DATA
Well type ~' If A, B, or C provide PWSID
Datecompleted t2/13/.t983 Sanitary seal (YIN)Y_
Totai'del~ih' .:255 .ft. ' Cased to 2-54.6 ft.
':i ~ ii il ' FRoM WELL LOG '
Date of test 12/13/1983
Sta~ic tJr level
Well pro~u~¢tion
WATER SAMPLE RESULTS:
Colifo~-rfi I0 colonies/100 mi.
~:' ,!1 ',; ;I.
Date of sample: 4/5/2001
SEPTIC/HOLDING TANK DATA
t30 ft.
5' g.p.m.
Nitrate..6 mg./l. '
Collected by: MEA
Fluid'd~ih Jn absorption field before test 0 in'. ,' '
~-~ap~d.Time: 'I,440 min. Final fluid depth 4 in.
Any rejuvenation treatment (past 12 mo.) (Y/N & type)
.Wires properly p~0tected (Y/N) Y
. .Casing height (above ground) >24
AT: INSPECTION
: 4/7/2001
3.03
other ba(~teria O-colonies/i00
Tank Type/Material Septic/Steel .: Date installed t0112/1983
Tank s~ze; '.1,250 gal. Number of Compartments 2
..... J' . Cleanouts
FoundatiOnlcleanout (Y/N) y. Depression over tank (Y/N) N_. ' ~High' Water alarm (Y/N) Y '
Date'~t~ ,P~'pin~ 6/;I/2000 ' Pumper A Plus Home Services
ABSORPTION FIELD DATA
Date installed '101flt983 Soil rating (g.P~d./ft~ 0r~ibdrm) 368 SF/Bdrm:.
Lend.th!.i'1~li ft. 'Width 3 ft. : Gravel below pipe 4/8
Total deP{hSI12 ff. Eft. absorption area 1,296 ~ Monitoring tubeY Depres~Si0n over field N
Date of adequacy test 4/7/200t ' Results (Pass/Fail) Pass
. System ,tyPe Deep Trench
Water added767 gal.
Absorption rat~
If
For 3_ bedrooms
New depth.14 in.
g.p.d.
give date N/A
D. LIFT STATION
Date installed
'Pump on" level at . in.
Datum
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL oN LOT TO:
Ge
Size in gallons
'Pump off' level at
Cycles tested
- Manhole/Access (Y/N)
in. High water alarm level at in.
Meets alarm & circuit requirements?
Septic tank/lift station on lot
Absorption field on lot >100'
Public sewer main N/A
>100'
.... On adjacent lots >100')
On adjacent lots >t00'
Public sewer manh01e/cleanout
N/A
Sewer/septic service line >25' ~ Holding tank' N/A
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation >5'
Water main NIA
Property line >5'
Water service line >10'
Absorption field >5'
Surface water >100'
Wells on adjacent lots >100'
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line >10'
Building foundation >10'
Water main N/A
Water Service line >10' Surface water >100'
Curtain drain None Noted
COMMENTS
. A se~:l, ment of the absorption trench is under the concrete patio slab.
.~Wells on adjacent lots '>100'
ENGINEER'S CERTIFICATION
I cerlify that ! have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA HAA guidelines in effect on this date;
Engineer's Printed Name Michael E. Anderson, P.E.
Date 4/11101
Driveway, parking/vehicle storage. >25'
HAA Fee $ ~--
Date of Payment
Receipt Number
(Rev. 12/00)
Waiver Fee $
Date of Payment
Receipt Number
Apd111,2001
Wes Clubb
P.O. Box 112313
Anchorage, AK 99511
Subject:
Lot 5, Block 1, Spring Hills Subdivision
Well and Septic System Inspection, Testing and Certification
Certificate of Health Authority Approval
Dear Wes:
The septic system on Lot 5, Block 1, Spring Hills Subdivision was originally constructed
in October of 1983. It consisted of a 1,250-gallon septic tank and an absorption trench
with a total length of 121'. The pdmary trench is 80' long with an effective depth of 4'
and a total depth of 8'. At the midpoint of the trench a second trench was constructed
perpendicular to this trench. It has an effective depth of 8' and a total depth of 12'. This
second trench has been covered with a concrete slab and there is currently no access.
The slab was apparently placed during construction of the house. A Cedificate of
Health Authority Approval was issued on the well and septic system on June 6, 1984,
after the concrete slab was in place.
Our inspection showed the trench to be completely dry. We then began to inject water
into the second compartment of the septic tank to measure the absorptive
characteristics of the trench. Flow was originally set at 3 gallons per minute. A minor
obstruction is apparently blocking flow from the septic tank to the absorption trench as
the water level in the tank began to rise. Once flow was slowed the water level
dropped. The restriction will reduce the flow rate from the septic tank to the absorption.
trench, but may not be a problem with normal effluent flows from the house. Access to
the trench is limited to the cleanout/monitor tube at the east end of the line so cleaning
the obstruction from the line may be difficult.
A total of 767 gallons of water was added to the absorption trench and the water level
rose to 14". Approximately 24 hours later the level had dropped to 4" indicating at least
450 gallons of water had been absorbed. The trench is apparently operating as it was
originally designed at the current time. It must be noted, however, the system is more
than 17 years old and has reached the average age of a normal septic system.
The static water level in the well was measured at 215' below the surface prior to the
beginning of our flow test. After 4 hours and 13 minutes the level was measured at 220'
and more than 767 gallons of water had been produced. The average production from
the well was measured at slightly more than 3 gallons per minute with only minor draw
Lot 5, Block 1, Spring Hills Subdivision
April 11, 2001
Page 2
down. The well is in compliance with all requirements of the Municipality and is
producing more than the required amount of water for a 4-bedroom home.
The absorption trench was constructed closer than 50' to a slope greater than 25%. It
has functioned in this manner since 1983 and there are no apparent signs of effluent
leakage on the slope. It would seem unnecessary to require any protective measures
against effluent surfacing on the slope at this time. In general, the well and septic
system are operating in conformance with the original design parameters and is eligible
for certification.
Sincerely,
Michael E. Anderson, P.E.
Attachments
04-09-01 17:32 FR0~CTE ENVIRON~NTAL 5615301 T-220 P.03/03 F-lg5
CT&E Environmental Services Inc.
Laboratory Division
200 W. Pouer Drive
Drinking Water Analysis Report for T~tal Coliform Bacteria A,cho.,oo. AK 996~8-~eos
· Tel: (907) 562-2343
READ INSTRUCTIONS ON REYER~E SIDE BEFORE COLLECTING SAMPLEFax: 19071 561-5301
MUST BE COMPLETED BY WATER SUPPLIER TO BE COMPLETED BY LABORATORY
Analysis shows this Water SAMPLE to be:
PUBLIC WATER SYSTEM i.D. #
PRIVATE WATER SYSTEM
13 Sesd
SAMPLE DATE:
'Month Day Year
SAMPLE TYPE:
/1~ Routine
n Repeat Sample (for routine sample
with lab ret. no. -)
Q Special Purpose
SAMPLE LOCATION
Treated Wot,
Untreated Water
Time Collected
Colleeted By
Satisfactory
C] L[nsatisfacmty
eample over 30 bouts old, results re. ay
~ ~ ufireliable
Sample too long in transit: sampl.e sh. ould
not be ovcr~l]muts old_ at c..x. nmmatto.n
to indicate reliable resultS, rlcase senn
via speciaJdelivery mail.
new sample . J4-//-~-" ..
Dale Received
Time Received ]'~.0
^..lys,,
Analytical Method-' .~embrane Filter r n ~MO-MUG
*..N_u..mb. er .of.co]on!~lO0 mi.
Result. Analyst
Fazed
Client notified of unsatisfactory results:
Phoned Spoke ~iTh Fazed
Da~e: Time: ..__.__.._--
BACTERIOLOGICAL WATER ANALYSIS RECORD
~) Colonies/100 mi
BGB COLIFIRM
Coliform/100 mi
Time I -~7(~ .rs
Comments:
MMO-MUG Result: Total Coliform
Membrane Filter:. Direct Count
Verification: LTB
Fetal Coliform Confirmation
Final Membrane Filter Results
R e c e i v e d T i m e _.A~p r~3 3 P M~r °* tho ~os
;~WRnNMENTAL FACILITIES IN ALASKA. CALIFORNIA. FLORIDA. ILLINOIS. MARYLAND. MICHIGAN. MISSOURI. NEW JERSEY. OHIO. V~.ST VIRGIN~
T-220 P.02/03 F-195
CT&E Ref.#
Client Name
Project NamrT#
Client Sample ID
Matrix
Ordered By
PWSID
' 1011686001
Anderson Engineering
Lot 5. Block 1, ~ilLs
Lot 5, Block 1, ~Hiils
Drinking Water :5'f',~
Client PO#
Printed Date/Time 04/09/2001 16:09
Collected Date/Time 04/05/2001 14:00
Received Date)Time 04/05/2001 16:15
Technical Director Stephen C. Ede
Released By ~~
Sample Remarks:
Allowable Prep Analys~s
Parnmcttr Results PQL Units Method Limit~ Date Date Init
Waters Department
Nitmte-N 0.600 0.500 mg/L EPA 300.0 10 max O4105101 SCL
Microbiology Laboratory'
Tota! Coliform 0
0 colll00mL SMi89222B
04105101 KAP
Received Time Apr. g. 4:33PM
' - MUNICIPALITY OF ANCHORAGE
DMSION OF ENVIRONMENTAL HEALTH
DEPARII4ENT OF HEALTH AND ENVIRONMENTAL PROIECrION
APPLICATION FOR HEALTH AUIHO~TY APPROVAL C~-RTIFICATE
1 .. General .Info~mtion
Application Date
(a)
Leg.a, 1 Descripti.on .(include lot, block, su,bdivision, ~ection, township, range)
Address
(e) ~al Estate Co. & Agent
Address
Telephone
.~ of Basidence
Single-Family
Number of Bedrocks ~
Other (describe)
3. Water Supply
Individual Well ~/ C~,,,unity ~--] Public ~-~ 4
Note: If oa[,~unity well ~stem, ~st ~ ~it~n ~nf~ti~ ~ ~ State
~~nt of ~viro~ntal ~n~r~tion attesting to ~ ~gality ~d 'status.
Is ~e ~11 .ade~a~ f~ the ~r of ~~ s~cified in ~is ~ ~)
4. ~ Dis~al
O~ite ~~ ~blic ~ ~i,,unity ~ ~lding Ta~ ~
Is ~ ~s~water dis~al sys~m ~quate f~ ~ ~r of ~~ ~)
[Page 1 of 2]
2-15-84
Engineerin.c Firm Providing Inspections, Tests, Data and Information
certify that I have checked, verified, c~ confcrmed to all MOA FAA Guidelines in
effect on the date of this inspection.
Date ~/~/~,
/ ,
Telephone .%-~ ! - ~-O~+ (%
Signed by
Date
.6. DHEP Approval
Approved fo~
( ENGINEER SEAL)
The Municipality of Anchorage Dapart~ent of Fealth and Enviror~ental Protection does
not guarantee the continued satisfactory performance of the water supply and/or the
wa§tewate= disposal system. This approval indicates that, as cf the validation date
shown abo~, based on the data and infc~Taation furnished by an engir~er registered in
the State of Alaska, the water supply and wastewater disposal system is safe and func-
tional for the. numi~r of bedrocms and type of structure indicated.
(D~EP SEAL)
7. M~,t~H~to the following address':
KB2/d5/s
[Page 2 of 2]
ae
MUNICIPALITY OF ANCHORAGE (MOA)
' HEALTH ALrfHoRITy APPROVAL (HAA)
CHECKLIST-.FEBRUARY 1904
' Legal Description: L0r&" ~/-Oc~
WELL DATA
Well Classification !'~R I'%J/4~-~ If A, B, c~ C, D.E.C. Approved(Y/N) /~;//g
Well Log P~esent ~N):I Date Cc~pleted, ]~/,~/~ ~ Yield_~...
Total Depth ~_~2~' i. cased to ~_~z~,~ Depth of Grouting
Static Water Level.-' ii '/.~(~' Pump Set At
Casing Height Above GrOUnd ~. O sanita~ Seal on casing ~N)
Electzical'Wiring 'in COnduit' ~N) -" Depression Around Wellhead (Y~
· Separation Distanoes f~cm Well:
To Septic/Holding Tank'yon Lot ~ ! ! W- / ; On Adjoining Lots. > l
To Nearest Edge of AbSorPtion Field on Lot/-~- ~'~-0t ~ On Adjoining Lots ~
TO Hearest l:klblic Se~'r Line /~.~q To Roarest [~lblic
CleanOUt/Manhble /%///4
- To Nearest Se~ Service Line on Lot
Water Sample Collected By ~- P~'r ~$ ~; Bate ! ~/~/~ L~
Be
Bate Installed /~5- ~ ~ - ~ ~ Size ~ ~
Stan~i~s ~) Ai=-tight ~ps ~)
~pression o~= Ta~ (Y~ ~te ~st P~d
P~ing~inte~nm ~a~ ~ File (Y~)~A; f~
Holding Ta~ High-Wate= ~am (Y~) ~/~ ~a~
~ation Distan~s ~ ~ptic~ol~nG Ta~:
To ~ter-Supply ~11 . ~ ~ ~
To ~rty Li~ ~ ~ ~ ~
No,~ of Ccmpar truants
iFoundation Cleanout .~N) /
~oldirg Tank Permit (Y~) ~/~
To ~ildi~ F~n~tion i O, ~ '
To Dis~sal Field ~ t
TO S~em, ~, ~e, ~ ~jor ~aina~
2-15-84
': Date Installed
i i .,:: Width of Field
ABSORPTION FIELD DATA
Soils Rati4 i.~ Abso ,rptior
Type :of system Design
Strata
Length of Field
· i:
Depth of Field:
Square F~t' of!
Depression
over
Results of Lest
~scrp'.tion iArea
Field
Gravel Bed..ThiCknesS!~ ~:~.~.~" ~r.~
Standpipes P=esent ) ~,~ i
Date -of Last Adequacy Test ~ ~;
Adequacy Test ;~ i :~ i
Separation .Distance fr~ Absc~ption Field: '. ·
To Water-Supply Wall ~ = O ' .i. · " '
To Building Foundation i 1/~,~ To Existingr!dr System
not AP/ i , , on joining >
TO Wate~ Ma~n/Se~v~ce Line /~; ~ To Cutbank(lf p~esent)
To St~e~un/Pond/Lake/C~ Majo~ Drainage Course /%///% . .
To D~iveway; i Parking Area, c~ Vehicle Storage Area /'~
Size in Gallons !. {!:/[~,//~ Manhole/Access (Y/N)~
Pump On Leal at {:I /t//f~- Pump Off Level at
High Water Alarm. Level:at, ' Fl~//% Vent (Y/N)
~1 Pumpzng Cycles during Ade. quacy :Test, Meets
!Check Permitted Bedrc~' Rating A~ainst HAA Bequest ** 'i
that 'ha%~i che~led,l ~erified, c~ confc~ed to ~'1 :MoA
. {t~ c~te of ~his.~nspe~,~." ' .... !;
I
KB1/d5/s
[Page 2 of 2]
~HAA GUidelines ih effect
2-15-84
TELEPHONE'(907) 562-2343" 'ANCH,ORAGE INDUSTRIA'~.CEN~rER '
~ .... · t~, ,. ;' ' 5633 BStreet ' !~ ' * .......
.'.. ~ ,..':','l~"..TM ; · "~;;",;'- '" .~ .~.
Drinking water Analysis Report for Total Coliforr~ Bacteria
~.~ : * . . . ~
SAMPLE DATE: I ~1~1
Mo. Day
SAMPLE'TYPE: ,
El Check Sample (for routine sample
with lab ref, no,
El Special Purpose
SAMPLE
4.1
5
[3 Treated Water
1~9-O'ntreated Water
..
. ':-,'~'f '~ TI me
' '-~,.~ ':' Collected
I ,"-'"
:
· Collected ':'
~ By
'." ..d,;9.' ;-..'...
~-'" READ INSTRUCTIONS
BEFORE , '-
': COLLECTING SAMPLE
TO BE. COMPLETED BY LABORATORY
.. Analys~s shows th~s Water SAMPLE to be:
~ Satisfactory ~ "'
~'J--I Unsatisfactory ' ~?:,: .:!= ,:: '.; . . .
!Fl'sar~pie too long in transit; sampleshould
. ~.. n6t;be over 30 hours old at examination to
.... Indi~:ate reliable results. Please send new
sa .mp,' le~ via spe. c. lal delivehJ mall.
.' Date Received
:, :-..TimeReceived __.~l~,.~_~
:t
Analytical MethOd:
'~ ~'--' ~ '"":. i'.': °: '
-:.. El Fermentation Tube ,
~Membrane Filter
., · ,, :~ ,'.., ~
Lab' Ref. No:r, Result*,. Analyst
- a: ~1~-',-<<;':~,
I I' I I-I-I
I " "'1.I-r-I ,. ,.
I' I rT'l
,' ' ' eNO. O~ c(goniel/lOO mi. ~' No. of POlitiv~ portion.
m-~220 (b) BACTERIOLOGICAL WATER ANALYSIS RECORD
. /, ,. : ,. : .:.L.z '.. ~ .., !'. '. ':' , g "-' ~..
Rev. lS83
I~lembrane Filter:. Dlre~:t Count ' '- : · t Collform/100ml '
_ ...__..Verlfi~_;~tion:- LT8 '" '" ' - '" "'~ '*' ' BOB '' ' ' '" ' ' ' ;~ ....
Time: / __-~"~C5' a.m.
' TNT~ = Too Numerous To'Count ":