HomeMy WebLinkAboutMOUNTAIN PARK ESTATES #2 BLK 3 LT 15Mountain PaPk
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Lot I
017-022
-27
~ MUNICIPALITY OF ANCHORAGE
: 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
LEGAL DESCRIPTION
z../d
ILOCATION
PHONE ~EW
DISTANCE TO:
Man u factu rer
Liq. capacity
DISTANCE TO:
Manufacturer
DISTANCE TO:
No. of lines/f
]e to finish
~gth
Type of crib
Absor,t 4 a
Inside length
Dwelling
Ma r e¢/
W dth
NO. OF B,~ROOMS
PERMIT NO.
No. of ~partments
Liquid depth
IF HOMEMADE:
Dwelling PERMIT NO.
Liquid capacity in gallons
We, //¢ /~,
Length of each line
Foundation~ ~,
Total length of lines
Material beneath tile
Material
Nearest lot
Trench wid~h~
~ inches
inches
Width Depth
Crib Crib depth
PERMIT NO.
Di stan c e~.~t/$e n lines
Total effective absorption area
/~
PERMIT NO.
Total effective absorption area
Nearest lot line
Distance to lot line PERMIT NO,
Sept c tank Absorpt on area(s)
Well
DISTANCE TO:
Building foundation
Class Depth Driller
DISTANCE TO: Building foundation Sewer line
OTHER
PIPE MATERIALS
SOIL TEST RATING
INSTALLER
REMARKS
~2-0131~ ~'v. 3i7~8)~~~
DATE LEGAL
DRILLING LOG
Well Owner. · ~.~_~1~. Construction Use of Well Dom.
Location (address of: Township, Range, Section, if known; or distance main road
Size.of casing ~" Depth of Hole
Static water level 190 ft. (abg~)i
Screen ( ); Perforated (
· ~ '- feet Cased to 240,5 feet
(below) land surface. Finish of well .(cheek one) open end (
).
Describe screen or perforation
Well pumping test at 6 gallons per (h:0~t)
of drawdown from static level.
(minute) for ~ hours with ....
Date of completion ~t -.~,~: "Tr~
WELL LOG
Depth in feet from
ground surface Give details of formations penetrated, size of material, color and hardness
? ~ Silty Gr,.ye!
);
ft.
TO
TO
.TO
TO
.TO.
.TO
.TO.
.TO
.TO
.TO
.TQ
_TO.
.TO.
.TO.
C, er~i[i¢%te No's. 814 & 973
2 ' STATE
F'ERHIT NO.
IF F L I _,Hlq r
L r' C:FIT I ON
I..EGRL
825 "L" STREET, FINCHORF:IGE, AK. 5~950:J.
~..,..! E L.. b,. F~ ~'-4 [2." i..'Et ["-.~ .-- "_2..; Z -IF E f:?,, E~.. Ibqt EEl
,:.' 7805Er==:~ )
B, EF'F;IF. LTHENT C' .-IEF. ILTN AND EN',,,']RONHENTF. IL. t ..TECTI. ON
FRANI.::: E;ETHAF.:D
FOSTEF:
L:I._ E:Z.': HCIUNTFI:I:N F'K ESq". ~2
~:4'4'"'- fEII2tEIE;
LOT '5'i:ZE 2E~ E6~IJARE FEET
"F'¢F'E OF SOIL RESZRETT-N S'¢STEH I~;: FF:.EN_.N
I'IH,.,IM..fl NUHBEF.: OF E:E[::,F;.:OOf,12:, 4
/
THE RE¢:!UIF::ED SI 0F THE SOIL AB'::;FF.'F'TION :-r:,TEH IL-T,:
1.2
GROUND AND THE F::CrT]-C~f'l OF THE E',:.:',CA',,,'FITZON ,::IN FEE:]".'.,.
THEF.:E IS NO SET I,.II[:,TH FOR TRENCHE'S.
'T'PIE GRR',/EL DEPTH IS THE HZNIHUH DEPTH OF GRAVEL. BETWEEN '['HE OUTFRLL. PIPE
AND THE BOTTOH OF THE Eh',CR'v'P'ITION ,.'.IN FEET).
F'EF. ff,II'I" AF'F'L. ICFINT HAS THE REEF'ZI'-~'S]'EZI~.TT'¢ TO IIqFOF::H THIS DEPFI[4:'I'MEI'.EI" [:,UF~:]:NG THE:
:[N':STALLATICd'.4 IN2;F'EZ:T]:ONS OF FIN'¢ WELl_:, A[)3RCENT TO THIS FR_FEF'I ~ AND 'rile
NLH',tE;EF.'. OF F.:ESZE,ENCES.; '['NAT TFIE WELL 1.4IL. L SER',,,'E.
'T ~..-~ C~ ,:: ;.-_:,,.t ::, Z ~-~ ~S=-; F" EE C: '"IF' ::[. C, Ii"...~ ~: F-~ ~'-~" IE£ E;.~: E~ ,:~.~ #J .'t[: [-::_ E.E.. - ...............
E~FIC:KF ]: LL I NG CIF F:ll",l"r' 'E,"r'~,TEH 1.41THCIL.IT F I t",IFIL I NE;F'EC'f' Z I:~l",t ANt:, FIPF'RO'v'FtL. E;"r' 1'I'"1 ]: S
DEPFIF,:THEN'r WILL DE 'SUB..'rEC:T TO PF.:OSECLITION.
PIINIHLIH DISTANCE BETWEEN A WELL RN[.':, AN'.t ON-SITE SEWRGE [:,ISPOSF:IL S"r'E;TEH IS
:Leto FEET FOR R PF;.'.IVRTE NELL.;
&50 TO 200 FEET FROH A PUBLIC WELL DEPENE:,ING UPON TNE T"r'F'E OF F'UE:L. IC WEI...L..
4EL..L. LOGS RRE REG!U!RED AND HUST BE F-:ETUF.!NE[;." TO THE DEPFIRTHENT 1.4ITHIN 3:0 [::,R'.r'S
3F THE NELL COHPLETION.
:)THER REE:!UIRENENTS J'"JA'T' FIF:'PL'¢. SPECIFICATIONS AND CONSTRUC:TION DIAGRAHS FiRE
-:t',,,'RILRE,'LE 'FO INE;UF.:E PROPER INSTALLATION.
I C:ERTIF'.r' THAT
i: I AH Ff:IMIL. IRR I,.tITN THE RE6~UIREP!ENTS FOR ON-SITE SENER¢5 RN[) 1.4EL. LE; FIS E;E]'
FORTN BV THE HUNIC!PRLI"I"¢ ,OF RNCNORRGE.
2: i WILL INE;TRLL THE Sk'STEM IN RCCORDFINCE NITN TNE COB, ES.
:~:: I UNE:,ERSTAND THAT THE ON-SITE SEWER :S'¢STEf'I P'IF:I'~.' F'.EE~UIRE ENLF:IRGEME:NT IF TNE
F:E:E;ZE:,ENCE IS F~EP10DEL. E[:, T)9 INCLI_!~,J f'IJ3RE THAN 4 E:E[:,ROIDHS.
............................
.___ ............. : .... ..... __..,.__: ..... :.......:_ ._ 2
CONSULTING GEOLOGIST
BOX 476-M, STAR ROUT~: A o ANCFIORAGE, ALASKA 9950:/ · PHONE 344-707!
SOILS LOG
Performed for ~/~~ ~~[ Date ~ /6 /~~
4
16
18
20
Soil Type Water Level Remarks
'\.
Total Depth of Excavation
Groundwat er
~ Not Reached
Depth, if Reached
Classification Method
Visual
( ) Sieve Analysis
Material at Total Depth ~
Bedrock
~ Not Reached
Depth, if Reached
Gary F. Player, Consulting Geologist
CONSULTi~W(; GEOLOGISt
A~4CHO~]AGE, ALASKA 99507 . PHONE 344-7071
SOILS LOG
-4
. $0
~ .12
Soil Type Water Level
2O
Total Depth of Zxcavation_~ C
Groun dwa t er
~ Not Reached
Depth, if Reached
Classification Method
(~ Visual
( ) Sieve Analysis
A,-~yK~' '-h-~
~en~arks
Material at Total Depth
Bedrock
Not Reached
Depth, if Reached
Gary F, Player, Consultin2 Geologist
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. oz7-o22-27
COSA #
Expiration Date: i/ '- 2. -3 ~//
GENERAL INFORMATION
Complete legal description Mountain Park Estates'#2 Block 3 Lot x5
Location (site address) xgxoz Foster Road, Anchorage, AK 9q~;x6
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Scott & Carla Gage
· 3zoz Foster Road, Anchorage, AK 995~6
Day phone ' 223-3456
Day phone
Real Estate Agent Jim Standifor/Dynamic Properties
Mailing Address gx~.x C St., Ste. xoo, Anchorage, AK
U"nless oth~'rWise requested, COSA will be held by DSD for pickup.
:NUMBER OF BEDROOMS:
TYPE OF'WATER SUPPLY:
individual WeH
Individual water Storage
Community Class ~
Public Water System
Day phone 244-3940
4
TYPE OF WASTEWATER DISPOSAL:
[] Individual On-site
[] Individual Holding Tank
Well [] Community On-site []
[] Public Sewer E~
The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On-Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On-Site Systems 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 COSAs upon request to homeowners. Certificates of On-Site Systems 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. (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.
4. 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 Certificate of On-Site Systems 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 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.
Name of Firm Pannone Engineering Services, LLC
Phone 272-82:t8
Address P.O. Box :too2z7, Anchorage, AK 99r;~o
Engineer's Printed Name Steven R. Pannone, P.E. Date [~/O~t:P Li
Engineers Comments: In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in
accordance with MOA DSD Guidelines & Regulations. The reported results describe the performance of the system under the conditions
encountered at the time of the test, and separation distances measured to readily identifiable features.
The operational life of all wells and septic systems depend on the local soil condition, ground water
levels that may fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of this system. All systems eventually fail and
satisfactory test results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. PES can therefore not provide any warranty for future
performance nor give any estimate of how long the system will continue to meet the operational
requirements of the 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 will it
confer any legal right whatsoever.
5. DSD SIGNATURE
~'~ Approved for ¢ bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the following stipulations:
Attachments: COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
X
X
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
Original Certificate Date:
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description:
A. WELL DATA
Mountain Park Estates #2 Block :1 Lot ~5
Well type P
Date completed
Total depth 250 ft.
Parcel ID: o:~7-o22-27
If A, B, or C provide PWSID # ~
Sanitary seal (Y/N) Y
Cased to 24o.~ ft.
Date of test
Static water level ~9o
Well production 6
FROM WELL LOG
q13./.13.q76
WATER SAMPLE RESULTS:
Coliform ~ colonies/100 mL
Arsenic: ~ ug/I
SEPTIC/HOLDING TANK DATA
Tank Type/Material Greer Steel
Tank size ~25o gal.
Foundation cleanout (Y/N) Y
Date of pumping 7/28/2o~
ABSORPTION FIELD DATA
Date installed 81~1~78
Length 58
Total depth ~4,/~2 ft.
g.p.m.
Well Log (Y/N) Y
Wires properly protected (Y/N) Y
Casing height (above ground) [2+
AT INSPECTION
81~12o~
:t99 ft.
:1.9+ g.p.m.
Nitrate ~cO{ mg/L
Date of sample: 8/2/;m~
Collected by:
Laura Pannone
Date installed 8/~/~q78
Number of Compartments _~
Depression over tank (Y/N) N
Pumper A+ Home Services
Cleanouts (Y/N) Y
High water alarm (Y/N) N/A
Soil rating (g.p.d./ft2 or ft2/bdrm) 275
ft. Width 2.67 ft.
Eft. absorption area ~2o ft2 Monitoring tube Y
System type Deep Trench
Gravel below pipe =2
Depression over field N
Date of adequacy test 8/2/2o~ Results (Pass/Fail)
Fluid depth in absorption field before test 6_3 in.
Elapsed Time: ~44o min. Final fluid depth 6_3 in.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) N
Pass For&bedrooms
in,
Water added6o5 gal. New depth66 in.
Absorption rate >= 600+ g.p.d.
If yes, give date
D. LIFT STATION
Date installed
"Pump on" level at .. in.
Datum
E. SEPARATION DISTANCES
Size in g'~~
"Pump ofFal, at _
C c,es
in.
Manhole/Access (Y/N)
High water alarm level at
Meets alarm & c rcuit requirements?
in.
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot ~oo+
Absorption field on lot ~oo+
Public sewer main NA
Sewer/septic service line 2~;+
Animal containment areas ~oo+
On adjacent lots ,,a~.~ d/~, cO~rl~/E:E)
On adjacent lots 9~ Waived
Public sewer manhole/cleanout NA
Holding tank ~oo+
Manure/animal excrete storage areas ~oo+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5' Property line ~o+ Absorption field ~;'
Water main ~.o+ Water service line .,o+ Surface water ',oo+
Wells on adjacent lots .,oo+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line ~o+
Water Service line ~o+
Curtain drain None Known
Building foundation ~o+
Surface water ',oo+
Wells on adjacent lots ~oo+
Water main ~o+
Driveway. parking/vehicle storage o*
F. COMMENTS
* Trench is under driveway. An approved (~OSA was issued in
G. ENGINEER'S CERTIFICATION
·
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this date.
.
Engineer s Printed Name Steven R. Pannone, P.E.
Date I,.l~ ~ ~Cl/
COSA Fee $ ('~4;[0 '-- 'Waiver Fee $
Date of Payment
Receipt Number
(Rev. 11/05)
Date of Payment
Receipt Number
Municipality of Anchorage
Community Development Department
Development Services Division
On-Site Water and Wastewater Program
4700 Elmore Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
Nitrate Advisory
Certificate of On-Site Systems Approval # 111311
A Certificate of On-Site Systems Approval inspection and test of potable
water was recently conducted on the well water supply on Block 3, Lot 15 of
Mountain Park Estates #2 subdivision. This inspection revealed a nitrate
concentration of 6.01 milligrams per liter (mg/L) was reported for the
property's well water sample. The Environmental Protection Agency (EPA)
has established a maximum contaminant level (MCL)of 10.0 mg/L for
public drinking water systems. While private wells are not subject to this
regulation, EPA standards are based on existing health information and can
therefore be used to gauge the relative quality of water from private wells.
Please see the attached "Nitrate Fact Sheet" for important information
regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On-
Site Systems Approval.
SGS ReL# 1113533001
Client Name Pannone Eng. Srv. Printed Date/Time 08/04/2011 11:42
Project Name/# Mtn Park Estates #2 BK3 Collected Date/Time 08/02/2011 11:00
Client Sample ID Mtn Park Estates #2 BK3 Lot 15 Received Date/Time 08/02/2011 12:50
Matrix Drinking Water Technical Director Stephen C. Ede
Sample Remarks:
Allowable Prep Analysis
Parameter Results LOQ Units Method Container ID Limits Date Date Init
Metals by ICP/MS
Arsenic
ND 5.00 ug/L EP200.8 C (<10) 08/03/11 08/03/11 NRB
Waters Department
Nitrate-N 6.01
0. I00 mg/L SM20 4500NO3-F B (<I0) 08/02/11 AYC
Microbiolog~r Laboratory
E. C01i
Total Coliform
Negative I 100mL SM20 9223B A 08/02/11 DLC
Negative 1 100mL SM20 9223B A 08/02/11 DLC
FOSTER
ROAD
N O0 03' 45" W
/
10.00
mZ
m-n
m
10' UTILITY EASEMENT
WOOD FENCE
.,'4 00 03' 45" W 110.00
A+ HOME'SERV;;I, CES~_:~:~ ..-..., ................ ,.INC...
CUSTOMER
7501. E. 140th Avenue
Anchorage, Alaska 99516
345-1890
INVOICE #
40477
Block Lot
DATE DESCRIPTION AMOUNT
07-2g ' ~"-- ~--':- "-- -~ -'
, , ..... :/,,, : ....... ,,
RE~AnKS "
~ ' .: ....
_~allons ~ Septic ~ Leach Area ~ Holding .n, I Standpipes
~ PROBLEM AREA ~ CALL FOR MORE INFORMATION
EEDS TO BE DONE MONTHS
AGARS
ood Shape I~ Sludge buildup on boffom ~ Floater on top
~ Jim cap missing or ~ Out standpipe to 1' above ground ~ Needs 8eptictrine
needs replacing
P.O. Box 196650
MUNICIPALITY Of ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
Anchorage, Alaska 99519-6650
343-4744
Parcel I.D. #
CERTIFICATE OF HEALTH AUTHOR ITY
APPROVAL FOR A SINGLE FAMILY DWELLING
GENERAL INFORMATION
Complete legal description
Lo~ation (Site addre~or directions)
Mmhng adarbss 3 ~o r c St;,
Unless othe~ise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS: /7'
TYPE OF WATER SUPPLY:
Individual well
Community well
NOTE:
Public water
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
TYPE OF WASTEWATER DISPOSAL:
I~di~idual on-site
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev. 1/91) Front MOA #21
STATEMENT OF INSPECTION BY ENGINEER
AS certified by my seaI aff. ixed 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 all Municipal and State codes,
ordinances, and regulations in effect on the dateof this inspecti.on.
Name of Firm FI~/-:,~,~
Address
Engineer's signature ,'~~
DH, ,~SIGNATURE
Approved for
bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the following stipulations:
Additional Comments
(" Date
·
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 DHH8 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 engineer's work.
72-025(Rev. 1/91) Back MOA#21
MAY ] 9 1999
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SE~¥~Y
· ENVIRONMENTAL SERVICES DIVIS!
Environmental Services Division ON
825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 343-4744
Health Authority Approval Checklist
Legal Description: Ko J' /5-,, ~/~',~ /'//-n ?~r~ ~s'~Pamell D.:
A, WELL DATA
Well type /~r~
Log present (Y/N)
Total depth
Sanitary seal (Y/N)
FROM WELL LOG
Date of test
Static water level
Well production
If A, B, or C, attach ADEC letter. ADEC water system number
Date completed ~O / ~' / 76'
Cased to '~ 5' ~. 5- ' Casing height (above ground)
Wires properly protected (Y/N)
AT INSPECTION
/,f / '7( 5-/tv
17~
~' g.p.m. ~. ~ v-
g.p.m.
WATER SAMPLE RESULTS:
Coliform (:~ col / I O C~
Date of sample: ..~--/t q ?
Nitrate
Oollected by:
Other bacteria 2 ¢~ ///o~.~
B. SEPTIC/HOLDING TANK DATA
Date installed ~/~' / 7 oF Tank size
Foundation cleanou,t. ~/N) Y
Dine of P~ping ~//9~F~. Pumper ~ ~
C. ABSORET!ON FIELB;DATA '~
Dat~jnstalled $/~ / 7~ ;~ 8oil rating (g.p.d./~zor.Z~d~) ~Tff ~ System~pe
I ~-o~ Number of Compartments ~ Cleanouts (Y/N) 'r'
Depression (Y/N) /V High water alarm (Y/N) N,
Gravel thickness below pipe
Monitoring Tube present (Y/N) Y'
Total depth Iq.
Depression over field fi/N)
Results (Pass/Fail) ?~-~ For '7' bedrooms
Fluid depth in absorption field before test (in.); ~ 2. ~ z~' Immediately afterJ~dg gal. water added (in.): ~ zG./y
Fluid depth I ~-. 0 (ins) Minutes ater: I ~ 7'
Absorption rate = G ~_C g.p.d.
Peroxide treatment (past 12 months) (Y/N) h/'
If yes, give date N. ~.
72-026 (Rev. 3/96)*
D. LIFT STATION N./~,
Date installed
Manhole/Access (Y/N)
High water alarm level at*
Size in gallons
"Pump on" level at*
*Datum
"Pump off" level at*
Cycles tested
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot I o ~ '
Absorption field on lot / / '7 '
On adjacent lots
On adjacent lots
Public sewer main
Public sewer manhole/cleanout /'J.
Sewer/septic service line -~ z.C' Lift station /'~.
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation 5" Property line I Z' Absorption field.
Water maiWservice line ~ ~" Surface water/drainage ~ too ' Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line ~ ~' Building foundation I
Suffacewater ~ ~0o' ('5'¢e no,z(~
Curtain drain /'~ o,~ ~ .~ e
Driveway, parking/vehicle storage area 'T'~'e,~
Wells on adjacent lots ~ / / ~ '
ENGINEER'S CERTIFICATION
I certify that I have determined thru field inspections and review of Municipal record~.~.~.~t~b~ s are
in conformance with MOA HAA guidelines in effect on this date.
Signature ~~ ~ ~
Date ;~y /~, ~9~
HAA Fee $ ,~ ~ ~ '
Date °f Payment ~'/ff-~/'~O~-, ~.~ )
Receipt Number 7/
Waiver Fee $
Date of Payment
Receipt Number
72-026 (Rev. 3/96)*
Rick Mystrom.
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
http://www.ci.anchorage.ak.us
May 26, 1999
Ted Moore, PE
Flattop Technical Services
14530 Echo Street
Anchorage, AK 99516
Subject:
Waiver Request #WR990027
Parcel D #017-022-27
With Health Authority #HA990222
Waiver Request for well on Mt. Park Estates #2 Block 3 Lot 15 to:
absorption field on lot 10 of 95 feet
septic tank on lot 16 of 98 feet
Dear Mr. Moore:
Your request for a waiver of the required 100 feet horizontal separation from the
absorption field on lot 10 to the private well on lot 15 has been approved. The approved
separation distance is 95 feet. The separation distance between the private well on lot 15
and the septic tank on lot 16 is also approved to 98 feet.
This waiver approval applies to the existing on-site wastewater disposal systems to the
well on lot 15 only. Any future upgrade to the on-site wastewater disposal system will
require all separation distances be met or another approval from this department.
If there are any further concerns or questions regarding this waiver, please call our office
at 343-4744.
Sincerely,
Donna C. Mears, E.I.T.
Civil Engineer
On-Site Water Quality Program
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-site Services Section
Wa'iver Review Worksheet
WR# ~5~J~ '~ PID~ 017-022-27 HA# HA990222
Date Received: May 19, 1999
Legal Description: Lot 15 Block 3 Mountain Park Estates
Engineer: Ted Moore, PE, Flattop Technical Services
14530 Echo Street, Anchorage~ Alaska 99516
Applicant: Eric/Lisa Paerels
Permit
Waiver Requested: Westerly end of trench on Lot 10 to private well on l,ot 10
of 95'; possible tank encroachment of Lot 16 to the private well on Lot 15 of 98'
Criteria:
1. Geology:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
TOTAL:
Special Conditions:
Points:
3. Other:
Waiver is Granted:
List Conditions or Reasons for
Date:
~ Rec ~:
i~ount:
Mt. Park Estates #2 Lot 14, Block 4
Waiver for 95 feet from existing absorption field to existing well.
Waiver for 98 feet from existing septic tank to existing well.
Issued May 26, 1999
General
The well to septic tank encroachment has existed for over 20 years.
The nitrate sample taken from the subject well is 4.26 rog/I, consistent with the area.
Well
The well was installed in September 1976 at a total depth of 190 feet. The static water level is 195 feet.
The well is cased to 240 feet.
Septic Tank
The septic tank was installed in October 1975 and is a 1,000 gal concrete
tank with jet aeration which is no longer in operation.
Absorption Field
The absorption field, a trench, was installed in 1995.
This area is quite flat with a heavily vegitated area along the property line. It is unlikely that any
potential surfacing effluent would make it's way to the subject well.
ADEC Point Calculations
Points Values
Water Table 7.6 June 28, 1998 195 ft.
Bottom of system to
static water level 183 ft.
Soil Sorption
% of strata
1.5 silty sandy gravel 215 ft. 88%
sand 30 ft. 12%
points for
strata type
1.5
1.5
points for
total strata
1.32
0.18
Permeability 1.9 silty sandy gravel 215 ft. 2 88%
sand 30 ft. 1.5 12%
1.76
0.18
Water Table Gradient 2.9
Horizontal Separation 2.8
Total Points 16.7
Vertical Separation 0 ft.
Horizontal Separation 95 ft.
0.0%
95 ft.
As per ADEC waiver guidelines a point value of 16.7 is almost sure to be free
from any form of contamination from household sewage.
CIVIL & ENVIRONMENTAL ENGINEERING · ENERGY CONSERVATION & ANALYSIS
THEODORE F. MOORE, P.E. 14530 ECHO ST.
PH: (907) 345-1355 ANCHORAGE, ALASKA 99516
May 19, 1999
M.O.A. DIn-tS
On-Site Services
P.O. Box 19-6650
Anchorage, AK 99519
Dear Sirs:
By means of this letter we are requesting issuance of a waiver reducing the required separation .
distance between the existing well serving Lot 15, Block 3, Mountain Park Estates, Unit #2 and an
existing soil absorption trench on Lot 10, Block 3 from 100 feet to 95 feet. The waiver should also
approve the fact that a portion of the existing Jet Aeration tank on Lot 16, Block 3 probably encroaches to
within 98 feet of the same well. A site plan is enclosed which delineates the relevant locations. Water
sample test results and copies of relevant well driller's logs and other documents from your files are
enclosed to assist you in your review of this request. Because the sale of this property is scheduled to
close on May 27, 1999 we are requesting an expedited review of this waiver request and issuance of the
necessary HAA certificate. Per a discussion with Donna, I understand that the owners of Lot 15 are not
responsible for payment of the waiver fee, since the encroachment occurred after the well was drilled.
According to the driller's log the well was completed on September 4, 1976 and has a total depth
of 250 feet and a yield of 6 gpm. The log reports that the material between 70 feet and 238 feet is a silty
gravel, which is probably nearly impermeable. During a yield test conducted on May 14, 1999 I
measured the static water level to be at 195 feet below the top of the casing and the yield of the well to be
in excess of 5.8 gpm. Water samples collect on that day were satisfactory, showing 0 colonies of coliform
bacteria, 2 colonies of other bacteria and 4.26 mg/1 ofnitrate-N. There is no reason to believe the 2
colonies of other bacteria are indicative of septic contamination, and the somewhat elevated nitrate level
is consistent with background nitrate levels encountered elsewhere in this subdivision.
The septic system serving the residence on Lot 10, Block 3 was upgraded in July of 1995 by the
installation ora 64 foot long soil absorption trench containing 7 feet of sewer gravel. The westerly end of
this trench encroaches within the normally required 100-foot protective radius surrounding the existing
well on Lot 15. The measured distance between the well on Lot 15 and the cleanout pipe at the west end
of the new trench on Lot 10 is 96.5 feet. The waiver request of 95 feet is to allow for a probable slight
underground encroachment .of the sewer gravel closer to the well. The enclosed soils log for a test hole
dug near the west end of the trench prepared in conjfinction with the septic system upgrade indicates that
the soils in which the trench is constructed are a medium dense sandy gravelly silt with a percolation rate
of 48 minutes per inch. Because of the high silt content, soils of this type should provide excellent
filtration of septic tank effluent as it passes through the soil.
The Jet Aeration tank serving lot 16 was installed in October of 1976. The measured distance
between the well on lot 15 and the cleanout pipe on the first compartment of this tank is 101 feet. Given
the configuration of the tank, it is quite probable that underground portions of the tank may extend as
close as 98 feet from the well. While this configuration might or might not necessitate issuance of a
waiver by itself, we feel that the distance should be addressed in conjunction with the waiver to the septic
system on Lot 10. Because the tank is concrete, and is located downslope from the well, it is extremely
unlikely that there is any potential for contamination from this tank affecting the well on Lot 15.
The ground elevation at the Lot 15 well and the cleanout pipe at the west end of the Lot 10 soil
absorption trench is essentially the same. This means that there would be no tendency for effluent that
might daylight from the trench (when it eventually fails) to migrate to the vicinity of the wellhead.
The following is a breakdown of how waiver analysis points could be assigned in accordance with
DEC's 1985 "Separation Distance Waiver Guidelines for SCRO".
Category Points
Distance to water table (195' -1' -11' = 183')
Soil Sorption ((58' x 2.5) + (125' x 3.5))/183
Soil Type ((58' x 1) + (125' x 3))/183
Water table gradient (assume 0%, parallel to ground surface)
Horizontal separation (95')
7.4
3.2
2.4
2.9
2.8
Total 18.7
Based on this point assignment, and using D.E.C. guidelines, it appears that the waiver can be
granted without concern as to potential pollution of the well from the soil absorption trench on Lot 10.
This finding is augmented by the fact that the aquifer being drawn upon by the Lot 15 well is very deep.
Furthermore, the fact that the static water level is 43 feet higher than the level at which the aquifer was
encountered indicates that the overlying silty gravel confines the aquifer. This means that the aquifer is
well protected from contamination originating in the overlying soils. As noted above, even the shallow
soils in this subdivision have a high silt content and thus should provide excellent filtration of septic tank
effluent as it percolates through the soil.
Please feel free to give me a call if you have any questions on this waiver analysis.
Sincerely,
Ted Moore, P.E.
R 100'
SOIL ABS.
LOT 16
BLOCK 3
AERATION
TANK
SEPT
I SYST.
WELL~
LOT 9
BLOCK 3
(VACANT)
foo'/ ~
LOT 10 ,, ,,
WEL BLOCK 3
LOT
BLOCK 3 ~ ,;;'
~-;5 SOIL
-SEPTIC TANK
WELL
LOT 14, BLOCK 3
o
SEPTIC
SYSTEM
o
L15, BLK 3, MTN. PARK EST. #2
WELL AND SEPTIC SYSTEM
SITE PLAN
FLATTOP TECHNICAL SERVICES 1 INCH = 50 FEET
14530 ECHO STREET DRAWN BY TFM
ANCHORAGE, ALASKA 99516 MAY, 1999
NOTE: THIS IS NOT A SURVEYED PLAT.
ALL LOCATIONS SHOWN ARE APPROXIMATE.
Parcel I.D. #
1.
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section MUNI OF ANCHORAGE
DIVISION
SERVICES
P.O. Box 196650 Anchorage, Alaska 99519~1:~NM~N~AL
343-4744 AUG 1 4 1997
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING R
GENERAL INFORMATION
Complete legal description
Location (site address or directions)
Property owner
Mailing address
Lending agency
Mailing address
Agent
Address
Day phone
Day phone
Day phone
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS: ..~x~ (.~./;<~/.¢,~,~.¢/~,.,~.~
TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
NOTE: If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev. 1/91) Front MOA #21
Engineer's signature
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 all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm ,4;~'~"¢~' ×-''-~'/~-~ · ..~ ?' Phone~
Address ¢',~¢¢z~ ~..,~¢.,.~',~-,-,~.._~ ,¢~,~. ~--¢¢-/-~-.~.~ ~.~c" ¢¢-~¢
~ ~'k / Date
DHHS SIGNATURE
Approved for .¢
Disapproved.
Conditional approval for
bed rooms.
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. Em ployees 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 engineer's work.
72-025 (Rev. 1,,91 ) Back MOA #21
Municipality of Anchorage lvlUNtCIPALl~¥ OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SE~Ig~B~^~s~¥~cEs D~WStOtq
Environmental Services Division
825"L" Street, Room 502 · Anchorage, Alaska 9950'1 · (907) ;~7~ 1997
REC Vrr. D
Health Authority Approval Ohecklist
Legal Description: z:~,~/~ ~'~: j'/-~.~-~.~t ,~:~.~F.5
~ ~- ~.~ .--~-~' ~'~.
A. WELL DATA
Parcel I.D.:
Well type ,~',~,~',,vz~'
Log present (Y/N) Y' Date completed
Total dep~ ~ ~ / C~ed to ~ ~. ~
s~ se~ ~ ~
~OM ~ LOG
Date of test q/~/~
S~fic water level / ~ ~
Well production ~ g.p.m.
If A, B, or C, attach ADEC letter. ADEC water system number ~
/ Casing height (above ground) /.5'-//
Wires properly protected (Y/N) ~'
AT INSPECTION
d, '"
WATER SAMPLE RESULTS:
Coliform z~ Nitrate
Date of sample: .Jo-~>/ /~'
B. SEPTIC/HOLDING TANK DATA
Date installed ~//~//'~'~ Tank size /3 ~'D
Foundation cleanout (Y/N)
Date of Pumping 7//~//q 7
-~-6/P Other bacteria
Collected by: -~ ~
Number of Compartments -~ Cleanouts (Y/N) ~'
Depression (Y/N) AJ High water alarm (Y/N) ~-/'~'
Pumper ,~'o~-",o ,,~",o~'~_
C. ABSORPTION FIELD DATA
Date installed ~'//-~./~'~ Soil rating (g:p.d./ft.2 or ft~/bdrm) .~ v' ~'~ System type
Length .v----------------~ ~ Width -~--~ ~/ Gravel thickness below pipe -/-~.~ Totaldepth.
Effective absorption area -'~ 7~,,~ ~Monitoring Tube present(Y/N) )/ Depression over field (Y/N)
Date of adequacy test ~'~;'~/~7' Results (Pass/Fail) .,~-4~..< For .~ ~9~ bedrooms
Fluld dapth in absorption field before test (in.); '~'~ 'rlmmediatelyafter?/~'gai. wateradded (in.):
Fluid depth /~-~ .(ins.) Minutes later: ~' op/ Absorption rate = ,~o.o g.p.d.
Peroxide treatment (past 12 months) (Y/N) .a.)~ If yes, give date
D. LIFt STATION
Date installed
Manhole/Access (Y/N)
High water alarm level at*
Size in gallons
"Pump on" level at* _
Datum
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot /oo '~ A-ff.
Absorption field on lot
Public sewer main
Sewer/septic service line
; On adjacent lots
; On adjacent lots
Public sewer manhole/clemmut
Lift station
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation -ff",~/. Property line /0 '~ ~/. Absorption field
Water main/service line ~..C' ~.Surfacewater/drainage/~O ,~fT/. Wells on adjacent lots
SEPARATION DISTANCE FROM ABSOILPTION FIELD ON LOT TO:
Building foundation /~'/.
Surface water
Cu~ain dr~n
Property Line 14~ ~'d..Water main/service line
Driveway, parking/vehicle storage area
Wells on adjacent lots /et>
F. ENGINEER'S CERTIFICATION
I certify that I have determined thrufield inspections and review of Municipal records
in conformance with MOA ~,guidelines in effect on this date.
Engineer s N~e ~r~ ~;-'~ ~/
~ Fee $ ~' ~ W~ver Fee $
Date of Pa~ent f)e/~ ~- Date of Payment
Receipt Number~/~ 5V~/&) Receipt Number
Rev. 8/95 eSS: haa.wk.doc
08/12/97 10:25 '~907 34~ 3438
5IARCIA NEWSIAN
907 ~4~ .~284
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
Parcel I.D.# ¢Z)~'~ --E~-~-'~ HAA# ~'~O~'L\~-~\~-o-o~
1. GENERAL INFORMATION
Complete legal description
Location(site address or directions)
Prop?ty owner
· ':. ~Ma, d!jqg add,~#~
Lending agency-.
Mailing addrbss
Agent
Address
Day phone
Day phone
Day phdn'e.
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROON~S: ~ '4
3. TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
NOTE: If community well system, provide written confirmation from State ADEC attest-
ing to the legality and s, tatus of system.
4. TYPE OF WASTEWATER DISPOSAL:
Individual on-site (/
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system. '
72-025 (Rev. 1/91) :font MOA#21
STATEIVIENT 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
an d/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 all Municipal and State codes
ordinances, and regulations in effect on the date of this inspection.
Name of Firm ~"~ v~
Address ~-((,Of
EngineeFs signature
Phone
Date
DHHS SIGNATURE
Approved for ,~Z
Disapproved,
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
Additional Comments
By: J o (~-f,~ ~V, {~-F Date
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 p.rofessional engineer's work.
72-025 (R;v. 1/91) Back MOA I~I
Municipality of Anchorage //~
Department of Health and Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: 15IoL ~Cc~,{-~ .?~. ~L, F~(~-- Parcel I.D.
A. Well Data ~
Well type T~v~[~-- If A, B, or C, attach ADEC letter. ADEC water system number
Log present (Y/N) ~( Date completed ~5 ~"7~ Driller ho~
Total depth ~5'~ Cas'ed to
Sanitary seal (Y/N) ~1
Date of test
Static water level
Well flow
Pump level1 'Zqo
7--4 o-. '>~' Casing height
Wires properly protected (Y/N) f
FROM WELL LOG
g.p.m.
AT INSPECTION
t - -/F
MUNICIPALITY OF ANCHORAGE
.%~/IP, ONMENTAL SERVICES DIVISION
.',PR 2 7 1994
g.p.m.
RECEIVED
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot
Absorption field on lot ; .' ~
Public sewer main ,' .....
Sewer service line "' - '
; On adjacent lots
; On adjacent lots
Public sewer manhole/cleanout
Petroleum tank
WATER SAMPLE RESULTS:
Coliform
Date of sample:
Nitrate
,¢~ Other bacteria
Collected by: H'~
B. SEPTIC/HOLDING TANK DATA
Date installed
Cleanouts (Y/N)
.,,
High wate? al~.rm (Y/N)
Date of pumping
Tank size
Foundation cleanout (Y/N)
Compartments
Depression (Y/N)
Alarm tested (Y/N)
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot I 0 o 4-
To property line [o ,~
Sudace water/drainage
On adjacent lots
Absorption field
Foundation I o
Water main/service line
CONTINUED ON BACK PAGE
72-026 (3/93)* Front =
Size in gallons ~
Vent (Y/N) ~evel at
Manufacturer
Manhole/Access (Y/N)
"Pump off" Level at
Cycles tested
High water alarm level
Meets MOA electrical codes (Y/N) ~
SEPARATION DISTANCE FROM LIFT STATION TO: '~
Well on lot On adjacent lots ~"Sud~ace water
D. ABSORPTION FIELD DATA
Date installed ~ ' ~/' ~
Soil rating (GPD/Ft2) ~.o-~ ~rv¢~- System type
f
Length 5-'~
Total absorption area
Date of adequacy test
Water level in absorption field before test
Peroxide treatment (past 12 months) (Y/N)
Width "~'~-" Gravel thickness /'~ '~'.~ Total depth i(-P ~¢'~;
[;~'7~0 Cleanout present (Y/N) ~ Depression over field (Y/N) ~
t~-' '7.- .~ ~ Results (pa..~.~ss/fail) '~,~ for ~z~ Bedrooms
(~ After test l~./{
~ If yes, give date
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot {.D0 4-
To building foundation
On adjacent lots ~JO~L
Surface water )q fA--
On adjacent lots I bo 4- Property line
To existing or abandoned system on lot
Cutbank 100 'J~ Water main/service line
Driveway, parking/vehicle storage area lb ~-
Curtain drain
E. ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to all MOA and HAA
Engineer's Name ~)ou~/~ '"'-~', ~_.~vl~(~
Date L~.-~.~ .,¢~,.-(
HAA Fee $
Date of Payment
Receipt Number
guidelines in effec, t~,~ .e~_ ~'~?a~ '~is inspection.
Waiver Fee $
Date of Payment
Receipt Number
72-026 (3/93)* Back
Douglas T. Kenley
Civil Engineer
State of Alaska C.E. 8176
SEPTIC SYSTEM ADEQUACY TEST
Applicant
Bob Michaelis
Legal Description
Date of Test
SYSTEM DATA
Tank Volume
Number of Bedrooms
Absorption system
Flow per Bedroom
Absorption required (1,5 daily flow)
.~)' gallons
3
trench
150 gallons
675 gallons
TEST DATA
TIME FLOW VOL. TANK LEVEL TUBE LEVEL COMMENTS
(gpm) (gals)
8:00 AM 10.00 0'
8:10 AM 10.00 4"
8:20 AM 10.00 12"
8:30 AM 10.00 18"
8:40 AM 10.00 21"
8:50 AM 10.00 22"
9:00 AM 10.00 22,5"
9:10 AM 10.00 700 gal. 22.5"
9:20 AM 12"
9:30 AM 8"
9:40 AM 7,5"
10:40 AM 7"
10:50 AM 6"
8:00AM next day 6"
System Passed X Sysytem Failed
Comments: A total of 700 gallons was added to the system monitoring tube.
rise in the tube.
Page 1
Douglas T. Kenley
Civil Engineer
State of Alaska C.E. 8176
WATER WELL ADEQUACY TEST
Applicant Bob Michaelis
Legal Description
Date of Test
WELL DATA
(FROM WELL LOG)
Depth 255'
Static not measured
Yield 10 gpm
Size of Casing 6"
Sanitary Seal yes
Grading around well yes
TEST DATA
TIME FLOW STATIC LEVEL FLOW RATE
(gpm) (gals)
8:00 AM 10.00 not measured
9:50 AM
System Passed X Sysytem Failed
Comments A total of 700 gallons was drawn from the well. The equivalent of 1.5 times
the average daily flow. Exceeds FHA minimum of 3.0 gpm.
Page 1
DATE RECEIVED
" INSPECTION APPOINTMENTS /~)d.~/.~--/L-/~ ~_...g~..~ ~' ,/:~
TIME TIME TIME /
DATE DATE DAT~-~''~ ~''PT''''~''~
INSPECTOR I NSPEOTOR. INSPECTOR
vlUN~f-~ALiTY OF ANCHORAGE
MUNICIPALITY OF ANCHORAGE DEPT. OF Ifi~ALTH &
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTE~I~ONMENTAL [:~OTFCTiON
825 L Street - Anchorage, Alaska 99501
ENVIRONMENTAL SANITATION DIVISIONJUL
1980
Telephone 264-4720IiECEiV i s
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND sEWER FAClLI I
DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing.
1. PROPERTY OWNER PHONE
MAI LII~IG. A DDR ESS
PR IDE PHONE
~ PHONE
MA~I~NG ADDRESS
MAILIN~ADDRESS
4. REALTOR/AGENT ~' I PHONE
MAI LING ACD[~R ESSA
5. LEGAL DESCRIPTION
STREET LOCATION .
S. TYPE OF RESIDENCE ~/' ~'~' NUMI~ER OF~BEDROO
[] One [] Four []
~ SINGLE FAMILY [] Two [] Five
[] MULTIPLE FAMILY ~ Three [] Six
Other
7. WATER SUPPLY
~ INDIVIDUAL*
[] COMMUNITY
[] PUBLIC UTILITY
* ATTACH WELL LOG. A well Icg is required for all wells drilled
since June 1975. For wells drilled prior to that date, give well
depth (attach Icg if available.) o~,.~'~ ~
8. SEWAGE DISPOSAL SYSTEM
INDIVIDUAL/ON-SITE**
[] PUBLIC UTILITY
YEAR ON-SITE SYSTEM WAS INSTALLED.
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
72-010 (Rev. 6/79)
THIS SIDE FOR OFFICIAL uSc'oNLY
1. TYPE OF RESIDENCE NUMBER OF BEDROOMS
[] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER
[] MULTIPLE FAMILY [] TWO [] FOUR [] SIX
PERMIT NUMBER
2, WATER SUPPLY
[] INDIVIDUAL DEPTH OF WELL
[] COMMUNITY
DATE DRILLED
[] PUBLIC UTILITY
Connection Verified LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER
[] IN DIVI DUAL/ON -SITE DATE INSTALLED
[]PUBLIC UTILITY
Connection Verified INSTALLER
[]SepticTan~or E~]Ho,dingTank
Size: /..2-..~ If Tank is homemade SOILS RATING
give 'dimensions:
TYPE OF TANK MANUFACTURER
TOTAL ABSORPTION AREA MATERIAL
4. DISTANCESwELL TO: Septic/Holding Tank Absorptio'n Area Sewer Line Nearest Lot Line
Absorption Area to nearest Lot Line
5. COMMENTS
[~APPROVED FOR ._~ BEDROOMS
[] CONDITIONAL APPROVAL (letter must accompany certificate)
[] DISAPPROVED
DATE BY
72-010 (Rev. 6/79)
MUNICIPALITY OF ANCHORAGE Mi~'~L',L~ OF ANCHOR^GE
I DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTIONDEPT' OF HEALTH &
825 L Street - Anchorage, Alaska 99501 ,ENVIRONMENTAL PEL~TECTION
ENVIRONMENTAL ENGINEERING DIVISION ~J0V ~_ 6 1978
Telephone 264-4720
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SE~J~
DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing.
1, PROPERTY OWNER PHONE
MAILING ADDRESS
PROPERTYRESIDENTlifdifferent from above) } ' ' ' PHONE
2. BUYER PHONE
MAILING ADDRESS
3. 'LENDING INSTITUTION PHONE
MAILING ADDRESS
4. REALTOR/AGENT I PHONE
I
MAILING ADDRESS
JS, LEGAL DESCRIPTION
STREET LOCATION '
~ One ~ Four
~ SINGLE FAMILY ~ Two ~ Five
~ ' MULTIPLE FAMILY ~ Three ~ Six
[] Other
7. WATER SUPPLY
,~ INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled
[] COMMUNITY since June 1975. For wells drilled prior to that date, give well
[] PUBLIC UTILITY depth (attach log if available.)
8. SEWAGE DISPOSAL SYSTEM
C~ INDIVIDUAL/ON-SITE** **If individual/on-site, give installation date /~-J..~'- ~'.
If system is over two (2) years old an adequacy test is required
[] PUBLIC UTILITY by this Department.
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
72-010(3/78}
THIS SIDE FOR OFFICIAL USE ONLY
[)ATE RECEIVED
INSPECTION APPOINTMENTS
'IME TIME ITIME
)ATE DATE DATE
NSPECTOR INSPECTOR INSPECTOR
)IRECTiONS:
NUMBER OF BEDROOMS
1. TYPE OF RESIDENCE
E~ SINGLE FAMILY
[] MULTIPLE FAMILY
[] ONE E~ THREE [] FIVE
E~ TWO [~ FOUR [] SIX
E] OTHER
WATER SUPPLY
[] INDIVIDUAL
[] COMMUNITY
[] PUBLIC UTILITY
Connection Verified
3, SEWAGE DISPOSAL SYSTEM
~J INDIVIDUAL/ON -SITE
[]PUBLIC UTILITY
Connection Verified
[]Septic Tank or [] Holding Tank
Size:.. /~,~_~"O If Tank is homemade
give dimensions:
TYPE OF TANK
TOTAL ABSORPTION AREA
4, DISTANCES
WELL TO:
Absorption Area to nearest Lot Line
PERMIT NUMBER
DEPTH OF WELL
DATE DRILLED
LOG RECEIVED
PERMITNUMeER
DATE INSTALLED ~ ~_q ~
INSTALLER
SOILS RATING
MANUFACTUR~
Septic/Holding Tank Absorption Area
Sewer Line
INearest Lot Line
5, COMMENTS
- APPROVED FOR ,.z> BEDROOMS
~-J CONDITIONAL. APPROVAL (letter must accompany certificate)
DISAPPROVED
DATE
LEGAL DESCRIPTION
BY(Title)
72-010 (Rev, 3/78)