HomeMy WebLinkAboutT15N R1W SEC 9 LT 31TI5N RIW
Section 9
Lot 31
#051 - 105-10
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and 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
Parcel I.D., O,f' l - 105' -IO
1. GENERAL INFORMATION
Complete legal description ' T15
Location (site address or directions)
R1W SEC 9 LT 31
HAA# /q~ O!a 93-/
Expiration Date:_ ~ ]o ,.O., Z~'- O/
021015 BOWERY LN CHUGIAK, AK 99567
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Stephen Hopkinson Day phone
P.O. Box 670275 Chu.~ak' 'AE qq567
Day phone,
Real Estate Agent Carolyn Greiner / R./H.W Dayphone 6q6-qsq?
Mailing.Address 16600 Centerfield Drive EaRle River, Al( 99577
Unless .otherwise requested. HAA will be held by DSD for pickup.
NUMBER OF BEDROOMS: ;~
3. TYPE OF WATER SUPPLY:
Individual Well []
Individual Water Storage []
Community Class Well []
Public Water System []
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
Individual Holding tank
Community On-site
Public Sewer
[]
[]
[]
[]
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil
engineer registered in Ihe State of Alaska. Certificates 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 sample results less than 30 days old. (Certificates 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.
e
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 outJlned 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
bedrooms and type of structure indicated herein. I further vedfy 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 S&S Engineerin~ Phone 694-2979
Address 17034 EaKle River Loop Rd 1~1. R~ver, AK 99577
Engine'~r's Printed Name Rober't C. Co~nn P.E. Date
Approved for ~)-
Disapproved.
Conditional approval for
DSD SIGNATURE
2001
bedrooms.
bedrooms, with the following stipulations:
Additional Comments
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
X
Maintenance Agreements
Supplemental Engineer's Report
Other
Original Certificate Date:
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Westewatar Program
4700 South Brugaw St. _
P.O. Box 196650 ,N~horoge, AK 99519.6650
www.ct.anch~,rage.ak.us
(907) 34,3-7904
HEALTH AUTHORITY APPROVAl. CHECKLIST
Legal Description:
A. WELL DATA
Well type ..~K~
Date completed ~/K
Total depth ~'/K ft.
If A, B, or C provide PWSID #
Sanitary seal (Y/N).~
Cased k)
FROM WELL LOG
Date of test
Static water level
Well production
WATER SAMPLE RESULTS:
Coliform (-~ colonies/100 mi.
Date,°f Samp'l,: ~0!
Well Log (Y~. /v 0
Wires properly protected (Y/N~
Casing height (above ground) /~- 'f- in.
AT INSPECTION
g.p.m. ~'° ~;~ g.p.m.
Nitrate ~, ¢ mg./I. Other bacteria (~ colonies/lO0 mi.
t
B. SEI='FIC/HOLDiNG TANK DATA
TankType/Uaterial ~/l, pT', (... / ~. O. P, ~ .
Tanks~ze };}00 gal. Number of Compartments
F, oundatio~ cleanoui {~IN) ¥~.-~ Depression over tank (Y/N)
Date of pumping ,A~::4J' Pumper ~/,~'
C. ABSORPTION FIELD DATA
Date InstelJed 7/~f/0 I" Soil rating (~2 or ft2rodrm)"~,
Length ~ ft. Width I~" ft.
Total depth, ~ ft. E~.abso~tion a ~2 Monitodng
D tein,ta,ed. /
Oeanou~s (y/N) "/'~'5
High water alarm(~N) . ¥¢J
System type ,--~.~--~
Gravel below pipe ~-. ~ ../t. fl.
Deprassion over field
Fo[. ~" bedrooms
New depth in.
g.p.d.
Date of adequacy test N~ Results (Pass/.~ ~
Fluid depth in absorptio~ field before test in. Water adde~_ gal.
Elapsed
Time:
min.
~. Absorption rale >=
Any rejuvenafio~]:oeflt~past 12 mo.) (YIN & type). If yes, give date
D. LIFT ~I'ATION
"Pump on" level at If q in.
Datum ?,~/~
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Size in gallons _ ~3o o
'Pump off' level at ~'L~ in.
Cycles tested ~
Septic tank/tift station on lot /
Absorption field on lot
Public sewer main
Uanhole/Access )
High water alarm level at q ¥- J'' in.
Meets alarm & drcuit requirements? ~'~ J'
· On adjacent lots
On adjacent lots
Public sewer manhole/deanout
Holding tank
S.~.~E'/septlo service line ~ ~"/4-
SEPARATION DISTANGES FROM SEPTI~ TANK ON LOT TO:
Building foundation / ~/,V-- Property line //:~ ~" Absorption field / O /4-
Watermain /,,//~. · Water service line //O /~- Sudacewatsr /~7 '~-
Wells on adjacent lots //~
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: /,~
Properly line / O ~'' Building foundallon. / CD .~' Water main
Water Service line /~/P' Surface water ,/~)O /~- Driveway, parking/vehidestorage ~ ~''
/
Curtain drain/~/V'E' /~.n//34/~/Wells on adjacent lots /O"0 ,~- ,
F. COMMENTS
con~rmance ~ MOA H~ gu~elines
Engineer's Prin~ Name
HAA Fee $
Date of Payment
Receipt Number
(Rev. 12/00)
oo$ ql
Waiver Fee $
Date of Payment
Receipt Number
200 W. Pol~er Drive
Drinking Water Analysis Report for Total Coliform BacteriaAnchoro0e. Al( 99518-1605
Tel: (9071 562-2343
READ INSTRUCTIONS ON REVERSE SIDE BEFORE COLLECTING S~MPLE Fax: (907} 561-5301
MUST BE COMPLETI:D BY WATER SUPPLIER
PUBLIC WATER SYSTE~i I.D. # IIIIIII
PRIVATE WATER SYSTEM
vt Send Involce
0 $endResult~
vt Send ln~o~e
SAMPLE DATE:
Month
tPLE TYPE:
Routine
vt Repeat Sample (for routine sample
with lab ref. no. )
vt Special Purpose
Day Year
Treated Water
Untreated Water
Time Collected
SAM PLE LOCATION Collected By
TO BE COMPLETED BY LABORATORY
Analysis shows this Water SAMPLE to be:
~ Satisfactory
n Unsatisfactory
vt Sample over 30 hours old. results may
be unreliable ·
Sample too long in transit; sample should
not be over~g~'nours old at examination
to indicate reliable results. Please send
new sample via special deliv,ery ~ail.
Date Received
/
Time Received t
^oa ysis
Analytical Method: ..,,~Membrane Filter
vt MMO-MUG ·
· Number of¢olooies/100 mi.
Result* Analyst
10154 0
.eh Fbk~ Jun
Date: Time:
Cller, t notified of unsatisfactory results:
Phoned Spoke with
Date: Time:
[]
Faxed
[]
Faxed
BACTERIOLOGICAL WATER ANALYSIS RECORD
MMO-MUG Result: Total Coliform
Membrane Filter:. Direct Count C~
Verification: LTB BGB
Fecal Coliform Confirmation
Final Membrane Filter Results 0
Colonles/100 mi
COLIFIRM
Collforl~100 mi
Time ~ hrs
Comments:
i~ E~ Member of the SGS Group (Soci&t~t G~,n~tr;le de Suweillance)
ENVIRONMENTAL FACILITIES IN ALASKA. CALIFORNIA, FLORIDA. ILLINOIS. MARYLAND. MICHIGAN, MISSOURI. NEW JERSEY. 01410. WEST VIRGINIA
CT&E Environmental Services Inc.
Laboratory Division
200 W. Potter Drive
Anchorage, AK 99518
Tel: (907) 562-2343
Fax: (907) 561-5301
CT&E Ref. #:
Client Name:
Project Name:
Client Sample ID:
Matdx:
PWSID
Sample Remarks:
1015420001
S & S Engineering
n/a
L31 Sect 9 T15N RIW
Drinking Water
Client PO#: n/a
Printed Date/Time: 08/20/01 13:40
Collected Date/Time: 08/16/01 15:30
Received Date/Time: 08/16/01 17:40
Technical Director:. Stephen Ede
Released
Parameter
Results PQL Units
Allowable Prep Analysis
Method Limits Date Date Init
Total Coliform (MF) 0 col/100 mi
Nitrate 0.8 U 0,5 mg/L
SM9222B 08/16/01 SKW
EPA 300 10,0 08/16/01 SCL
t, Municipality of Anchorage .."
Development Services Depadment .;~
Building Safety Division
On-Site Water and Wastewater Program, 4700 S. Bragaw St.
P.O. Box 196650 Anchorage. AK 99519-6650 Page
www. cLanchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM ANDIOR WELL INSPECTION REPORT
Permit Number:. ~(,O010~t~l PID Number: O5'l- lOft-
"''" ~3t'~g~'3e/3 /'/'p~:;;/'/~'Ogl WastewaterSystem: [] New [] Upgrade
--"PO I~ ~70~17~ ('/~u.~;4~ A/C qqEl7 ABSORPTION FIELD
Well: ONew D Upgrade
· ' ' I~''' "'~'" ~o~o ~/~
SEPARATION DISTANCES Usep~ic ~HoMing ~S.T.E.P. ~Othec
Tank Field Station Tank S~r~e
w. I~'103' !~'~ ~5~
,~--I~' I1~' ISI' ~ / " UFTSTAT~ON
HDP~ 5~/ c ~ Bo~7~ BENCH MARK
Ins-e-'i ....... ! 70~ E~Ie Rl~r L~ Road, No.
~,,- ~,,-,, .......... ?h'-- '~'W.,~ .......
DevelOpment Se~ices Department Approval
,,- ,~,Reviewed and approved by:~//~/~ ~. ~ate:
P£RMIT No.,SW010221
Munici cdi-t
DEPARTMENT OF ~EA~TH
.A. nch o.r a g.e.
AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 eAncho~ge, Al~sko 99519-66500Telephone: 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LEGAl. LOT .]1, SECTION 9, T15N, R1W, S.M.
P.I.D. NO. 051-105-10
FINAL G~NSULATION
94'4'J ~ ~-94.1'
MT2=97.8'~ M. T2
DIST. LINE=g6.2'-)
A B
FCO 16.0' 16.5'
ST1 45.0' 64.0'
MH 49.0' 68.0'
FV1 49.5' 58.5'
FV5 59.5' 66.0'
MT1 59.0' 65.0'
MT2 58.5' 75.0'
oFINAL GRADE MT1/MTl=98.O'
I~N~.S.~ ~INAL GRADE
MTi ~95.9..// ~. ~"~'~'~
~--BOTTOM OF SAND=93.9'
GROUNDWATER AT ~'?.6'
86.9' B.O.H.
PER.~r~ No..SWO 10221
~ACE 2 Or., 3
Municip. ati'c oP .A.n_ch.ocaQe
DEPARTMENT OF HEA~.TH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O, Box 196650 OAnchor~ge, Alask~ 99519-66500Teteohone: 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LEGAL LOT 31, SECTION 9, T15N, R1W, S.M. P.I.D..NO. 051--105-10
FROM : ALLIED ALASKA ELECTRIC FAX NO. : 9~73733894 Aug. 19 2~0! 10:~8Pl'1 P2
August 17, 2001
To whom
The li~ stat[on at 23405 Lower Terrace street was wired by ,~ I~cemed electrician, in accordance with t~e '
cmrent n~tioml ele~-u;c code. Under pmalty ofl~jary, I certify thh ~,,r',~n to be tree and correct.
Sinc~ly,
ALLIED ALAS~ F~.F. CTRlC, [,LC
Owner
14:04 ~ E}lGIf~U-I~If~ °XY? (,94 1211
PROPERTY OWNER MAINTENANCE AGReeMENT
ON-SITE WASTEWATER DISPOSAL SYSTEM
greem~ent, dated ~ ~ ,2 is made between the Municipality of
Anchorage l.)epartment of Health and Human Servlc. es (DHHS) and the prolx'riy owner(s) of
This agreement is made for the purpose of maintaining an on-site wastewater disposal system
on the subject property.
Thc property owner(s) agree to the following:
The property owner(s) will have an annual inspection of the system performed by a registered
prof~sional engineer. This insp~tion shall verify that all effluent and air pumps, timers, and
alarms are functioning as designed. Any deficienc%s shall be correctol and the engineer's
statement that the system is functioning as designed shall be filed annually w/th the DHHS.
Propcn'y Owner Name
(Notarize Hcrc)
In witness whereof. I hereunto set my hand and
. ,(~,al seal.
N,.~tary Public {si~anlt~
My ~ion c~[res:
TOTal_ P.01
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(007) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Jul 02, 2001
Expiration Date: Jul 02, 2002
Permit Number: SW010221
Legal Description: T15N RIW SEC 9 LT 31
~Design Engineer: 0041 AK Water & Wastewater Consultant
Owner Name: Stephen Hopkinson
Owner Address: PO Box 670275
Chugiak, AK 99567-
Parcel ID: 051-105-10
Site Address: 021015 BOWERY LN
Lot Size: 108900 SQ. FT.
Total Bedrooms: 2 Permit Bedrooms: 2
This permit Is for the construction of:
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well [] 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By: Date: /
,ssued, Date: 7-2 -0 /
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bmgaw St.
P.O. Sox 196650 Anchorage, AK 99519-6650
www.d.anchorage.ak, us
(907) 343-7904
Parcel I.D.
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Permit Number
Properly owner(s)
Mailing eddress (~)
STEPHEN HOPKINSON
BOX 670275 * CHUCIAK. AK
Day phone 688-0D10
Mailing address (2)
Legal description (Lot, Block & Sub'd.)
ZJp Code
LOT 31: T15N. RIW. SECTION g,
99567
Legal description (Section, Township & Range)
Lot Size _~.D~ A~
THIS APPLICATION IS FOR;
Sewer Only ~]
Sewer and Well
Sewer Upgrade ·
Number of Bedrooms
2
Well Only
Water Storage
THIS PROPERTY CONTAINS:
Hot Tub ~[~
Swtmmlng Pool
Therapy Pool []
Water Softening Unit
I certify that the above Information Is correct. I further certify that thls application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
ALASKA WATER &: WASTE'WATER CONSULTANTS~ INC.
Permit Fees: ~,,~o~.(~ .~
Date or Payment:
Receipt Number:,
Waiver Fees;
Date of Payment:
Receipt Number:.
TEWATER
CONSULTANTS, INC.
June 14, 2001
Municipality of Anchorage
Development Service Department
Building Safety Division
On-Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Reft Septic System Upgrade for Lot 31; T15N, RIW, Section 9,
(Bottomless Intermittent Sand Filter - ISF)
To whom it may concern:
The existing 2 bedroom house is served by a private well and septic system. The existing septic
system is an undocumented system and is believed to be encroaching on groundwater. We are
proposing that a 1250 gallon S.T.E.P. tank and a innovative Bottomless Intermittent Sand Filter
(ISF) system be installed. Comments regarding the proposed upgrade are summarized as follows:
1. GENERAL: Two test holes were excavated on the west half of the property to determine an
area suitable for a septic system upgrade. Given the limited area around the test hole, high
groundwater, and the setbacks from the well & creek, & pond; it is our opinion that a Bottomless
ISF system is the most viable option.
2. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that an application rate of 2.0 gallons/day/ft
should be used for the Bottomles Isl.
3. DRAINFIELD DESIGN: Bottomless Intermittent Sand Filter (ISF)
a. Percolation Rate: <1 minutes/inch
b. Allowable Application Rate for ISF: 2.0 gaIlons/day/ft2
c. Number ofBedrooms: 2
d. Design Flow: 300 gallons per day
e. Minimum Absorption Area: 150 ft2
f. Effective Depth below pressure pipes: 2.5+ inches
g. Width: 12 feet
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
h. Length: 20 feet.
i. Effective absorption area-- 240 ft2
j. Air Supply: Thomas Industries, Model 5070, "Anchorage Tank".
k. Air Supply Line: "Wasteflow" emitterline, 1/2 inch I.D, "Anchorage Tank".
1. Sand Material: In accordance with M.O.A. latest standards
m. Pea Gravel: 100% passing 3/8" sieve, less than 20% passing the 1/4" sieve, and
less than 1% passing the #8 sieve.
We are proposing to excavate down to a depth of 3 feet (maximum - remove all organics), place
a minimum of 6 inches ofsand, install the air supply line, and cover it with 1.5 feet of sand. On
top of the sand, we will place 6 inches of 3/8 inch pea gravel, with the pressure laterals midway
in the layer. We will use a conventional lift station (Anchorage Tank), equipped with a
programmable timer so that flow can be intermittently dosed to the 1SF.
4. SURFACE WATERS: There is a small creek and a small pond on the north half of the
property. The 100 foot setback from the surface water is to be flagged by a registered land
surveyor prior to construction.
5. TOPOGRAPIIY: The area for the proposed septic system upgrade is mostly fiat.
6. MATERIALS AND CONSTRUCTION PRACTICES: The materials used, and the
construction practices will comply with the MOA "Intermittent Sand Filter Design, Installation
& Maintenance Manual". The contractor should read this document prior to construction.
Copies are available at the Municipal Onsite Services office (4700 South Bragaw Street.).
7. CLOSING: I am open to any suggestions from your department, which would be an
improvement to the proposed design. I am unaware of any adverse impacts this installation
would have on adjacent wells or septic systems. If you have any questions, please contact me at
337-6179. Thank ~;~u for your assistance.
Sincerely/~
Pres~ ~[I
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
I
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(SEE D~IGN P~E 2 OF 3) '~ I I
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6/14/2001 ~- ~
A~SI~ ~'I'ER & I~STEB~TER ~ ~T4~ p ~
CONSULTANTS, INC,
6901~,~e~Gg.~S~e~[~3?~7eeF~907~38~Z&6 1 ~ __ 100t
STEPHEN HOPKINSON 242-4282 1 OF 3 .' · " ............. ·
{:r,~ ~1 -7955 ..
LOT 5,: SECTION 9, TISN. RIW '~"~...'.--~'"'~
SITE P~N FOR SEPTIC SYSTEM UPGRADE
,
~ L ~V ~ I ~ SU~OR PRIOR ~ ~N~ON.
(s~ ~o~
,.._........__,,.,,,~...~,,,,,.,,...,,,,..,,, ,..,o, Z~;.:~.::::;:::',
LOT 51; TI5N, R1W, SECTION 9, "...
DESIGN OF SEPTIC SYSTEM UPGRADE (BO~OMLESS
. ¢ 1~1~5. ~L~5, ~ FLL~::~ r 12'
~ [ ...................... ~__~ .....
] ·
/ ...... ; ..........
/,,..,,~.~.'. ~ ~~~
P~N VIEW
(~ ~ .................. ~- ..~,~ ~) -~'~'~'~ ~ ..... ..... .:~ ~...~ :~-.~::,,~z~,~: .~ ~.-,~.~4~
~'~ PROFILE VIEW
~1~1~oo~
.... . . ~ ~
CONSULTANTS. INC. ~
>R~ FOR: PHONE NUMBS: P~[ NUM~: L,~
~.
STEPHEN HOPKINSON (907) 688--0510 5 OF
T]5N, R1W, SECTION 9, LOT 51;
DETAIL OF BO~OMLESS INTERMI~ENT SANF FILTER (ISF)
ALASKA ~5 R & WASTEWATER~,.,.,~,,,,., ,, ,,-e-~"'r. t/..~ ,~, '.;.'-r~
ISOIL LOG - PERCOLATION TESTI ,..,..,~.L[/~ .........
IFC, AL OESCR1P'~ON: T15N, RlW. SECT]ON g, LOT ,31,
PERFORMED FOR SlLPHEN HOPKINSON DATE: 8,/7//01
:..wo :~ GW ====: OR(;
'%°; ~ GP ~ ML
4 ..... · , GC OL
.... '" SH OH
G-- :,~:..[ SC
7-- '~'" *' DEPTH TO
:~ :~"* DATE
,~,'~, GROUNDWATER
S.o~ 5.3 6/14/2001 I I ,
I t ........ ~_4~
11 ~ DATE RE. lNG CLOCK NET TIHE WATER LEVEL NET DROP
TINE (HINGES) RE.lNG (INCHES)
12~
13 ~
,,- <, c
20 TEST R~ BETWEEN 1.0 FT. ~D 1.5
COMMENTS:
PERFORMED BY A~ WATER & W~ATER I, JEF~ A. ~N~S, CER~ ~T ~IS W~ ~RFORMED
IN ACCORD~CE WI~ A~ ~A~ ~D MUNICIP~ GUIDEUNES IN E~CT ON ~IS DA~:
DEPTH TO
GROUNDWATER DATE
5.s 6/?/2ooi
5.3 6/14/2001
ALASIL~ ~ATER & WASTEWATER £~'~... r
,
ISOIL LOG - PERCO~TION TESTJ
L~ ~ ~. ..... ~....:...~
~ DESCRI~ON: T15N, RIW, SE~ON 9, LOT 31,
w~
PERFORMED FOR SILFHEN HOPKINSON DA~: 6~01
lr~t)'
:~:=~: OR~ICS
~, ~:.. ITEST HOLE ~21 '~
~'~-~t,-.~"~"~ ~ ~ GM ~~ CL
4 , ~?~"'' ) x GC OL
~.~",' CP/SP ,, ~, SW MH
'"','~. SC
7-- ?75.,.. DEPTH TO
~'<,'~, GROUNDWATER DATE
.~.-..~,e,
~o-
11-- DATE RE'lNG CLOCK NET TIHE WATER LEVEL NET DROP
TIHE (HINGES) RE'lNG (INCHES)
12~
I I
20 TEST R~ BETWEEN 1.0 FT. ~D 1.5
COHHENTS:
PERFORMED BY A~ WA~R & W~ATER I, JEF~ k G~NESS, CER~ ~T THIS W~ ~ERFOEMED
IN ACCORD~CE W~ ~ ~A~ ~D MUNICIP~ GUIDEUNES IN E~LCT ON ~IS DA~:
DEPTH TO
GROUNDWATER DATE
6.0 6/7/2001
5.7 6/14/2001