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HomeMy WebLinkAboutMOUNTAIN PARK ESTATES #2 BLK 6 LT 1Onsite File
t
Municipality of Anchorage
On-Site Water and Wastewater Section - (907) 343-7904 Page 1 of 2
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP201201 PID Number: 017-432-05
Dwelling: ❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑ Upgrade
Name
DARIN APPLEBURY
ABSORPTION FIELD
❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound
Site Address
12600 LUPINE DR
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
3
GPD/SF
Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
Ft.
Gravel depth beneath pipe
Ft.
Subdivision Block Lot
MOUNTAIN PARK ESTATES #2, BLK 6, LOT 1
Fill added above original grade
Ft.
Gravel length
Ft.
Township Range Section
Gravel width
Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding I
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
Ft'
Ft.
Well
100'+
50,+
TANK [9 Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer Capacity
ANCH TANK 1000 Gal.
Surface Water
100,+
Material
PLASTIC
Number of compartments
2
{
Lot Line
10,+
NA
Foundation
10,+
!
LIFT STATION
Manufacturer
Capacity
Remarks NEW TANK ONLY
Gal.
Alarm location
Electrical installed by
PIPE MATERIAL House to tank 3034 drainfield Tank to
3034
Installer
MIKE N ANDERSON, P.E.
Drainfield CO/MT 3034
Inspector MIKE N ANDERSON, P.E.
BENCH MARK (Assumed elevation) 100 ft
Inspect6/27/20
Location and description
2nd
a
GARAGE SLAB
3rd 4'
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
OY A
�'�
Conditional Approval: Date
e
e e e e o e o 0 0 o e e o e e
Jj�e
•�• • e e e e o e e ...........
°• 1AICHAEL N. ANDERSON ;
C' ° CE-94
Septic System
r'
Approved Date
Note: this approval does not include well permit requirements.®®R
FESSIQ���
(Nev uoiuz/i t9)
Permit No. OSP201201 Page 2 of 2
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744
On—Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: MOUNTAIN PARK ESTATES #2 BLK 6 LT 1 PID No.: 017-432-05
MARK
A
B
C01
TC01
30
13
TCO2
33
17
CO2
36
21
CO3
40
26
CO3
C 0 2%'�
II TC01
II
GARAGE SLAB
NEW 1000 GALLON PLASTIC TANK
i
B�
ASBUILT
SCALE: 1"=50'
SEPTIC SECTION
N.T.S.
AV
.;
49TH
;MICHAEL N. ANDERSON; tZA
No. CE 9469
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MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP201201
Work Type: SepticTank Upgrade
Effective Date:
Expiration Date
Tax Code Number: 01743205000
Site Legal Address: MOUNTAIN PARK ESTATES #2 BLK 6 LT 1 G:2839
Site Mailing Address: 12600 LUPINE RD, Anchorage
Owner: APPLEBURY RYAN 50% &
Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING
This permit is for the construction of:
❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
�ll�cni-
O •�
f
Departinent
6/26/2020
6/26/2021
Lot Size in Sq Ft: 19032
Total Bedrooms: 3
❑ Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By:
Issued By:
77
Date:
Date: 6 6 ZO
MUNICIPALITY F ANCHORAGE RUSH
Development Services Department �l('4 Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 017-432-05
Property owner(s) RYAN APPLEBURY Day phone
Mailing address 12600 LUPINE RD, ANCH AK
Site address SAME
Legal description (Sub'd., Block & Lot) MOUNTAIN PARK ESTATES #2 BLK 6 LT 1
Legal description (Township, Range & Section)
Lot Size 19,032 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN: TYPE OF DWELLING:
(N all that apply)
Absorption Field
❑
Initial ❑ Single Family (SF) El
(w/wo ADU)
Septic Tank
0
Upgrade 0
Duplex (D) ElHolding
Tank
F-1Renewal
❑ Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees 270 COVIO Waiver Fees:
Date of Payment: Date of Payment:
Receipt Number: 006�7Z Receipt Number:
Permit No. (?5P2012 -01 Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
June 26, 2020
Municipalities of Anchorage
Departments of Health and Human Services
P.O. Box 196650
Anchorage, Alaska 99519-6650
Fax 249-7847
Re: New septic tank permit
Legal: MOUNTAIN PARK ESTATES #2 BLK 6 LT 1
To Whom it may concern:
This is a request for a septic tank permit on the above referenced lot. This tank replacement will not impact
any of the neighbors or encroach on any wells, septic or open water issues.
Sincerely
Michael N. Anderson, P.E.
4661 Natrona
Anch, Ak 99516
Ph 727-8864
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201201, Deb Wockenfuss, 06/26/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201201, Deb Wockenfuss, 06/26/20
k.'ilJ;\qCiPALITY OF /'d¢CHORAGE
DEPARTR'IENTOF HEALTH &ENVIRON.MENTAL PROTECTION
ENVIRONMENTAL EI'4GINEERING DIVISION
{::25 L Street - Anchorage, Alaska 99501 Te(ephone 26~-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WF.I_L INSP[-~CT~ON R~PORT
F °u nda~,)~ I
Total len§th of lip, es
Material beneath tile
-~r~nchw;~II inches
OTHER
PH~E !,AAT ER!A LS
go_c_r.___
SOIl_ TES] RATING
INSTALLER
LEG&L
.......... ~ 4~-~ ~__j~j~~'r__~,~' ~;~./L_../-~ .... >~-~ o~ ~oo,,~ - '-
............... ', i -- ~'[-~-- I ~ Absorption ~:'ea J D,',, ',ling Il I
~Y~'_~Z2~__.__I :I. LO J _ ~'_ .................. ~Tz_~_ ~~ .....
k;lar u acturer ~ ~ Mater~a] _, No, of c~j:m'tments
Li~{~ Ions ~ ~de e ~gth j Width Liquid depth
' ~ HOM~: / /
JWell J D,,~el ng PERMIT NO.
DISTANCE TO: I / .
WATER WELL RECORD
STATE OF ALASKA
~UNICIPALITY OF ANCHOI~AQE
DFPT 0~: HE.,~LTH AOEPARTMENT OF NATURAL RESOURES
ENVIP.' ;NM~t;;'A. PRO. ECTIZiv~sion =of Geological ~ Geophysical Surveys
JUL 1. 2, 1982
ling Permit No.
LOCATION OF WELL {Please complete either Ia. lb or lc.) RECE j~ / I'" t~' V~.. ~ - A.D.L. No'
la.llBorough Subdivision Lo, ,,ac, 'b.II I/4qtr'' Sect,o. No. Tgw.~h,;N0 Re.ge E~ Meridian
,. u~ ~.~:,,-~ ~ :D --of--of--of-- S~ W~
II ~'"m'~
lc. DISTANCE AND DIRECTION FROM ROAD INTERSECTIONS $. OWNER OF WELL: ~}~['J[O >-~
Address:
Street Address and Area of Well Locution
Feet Below 4. WELL DEPTH: (final) 5. DATE OF COMPLETION
~. WELL LOO Surfoce !.5'7 ft. 6 --
M oterlol Type Top Bottom
b~-~''' ~:olm~ me4~ ~,a.,d ~'" l~0 e. ~:c.~[.too, O.o~a~ Oo~iv,.
- ' - ""] F,'t" ' .... ~detted ~eored OOther:
;'~'J~ ~ [.::T'f~y ,"~]~ ?~: '?(;] /],2 ?0 7. USE: ~[Domestic ~ Public Supply ~ Industry
Threaded ~(Welded
diem. in. fo~ft. Depth Stickup
9. FINISH OF WELL: 'J;~:;::~ ,~.~ , u].',}:....,/ .,*: .,,.
Type: ~i'~:~- ~ Q Diameter:
Slot/Mesh Size: Length:
I0, STATIC WATER LEVEL: ~)~' ft,
Date
~ Above or ~ Below land surface
Equipment used: ~'~:)]~
~{~ ft. after J1- hrs. pumping [:-
IL.GROUTING Well Grouted: ~Yes ~ No
Material: ~ Neet Cement ~ Other: 2:'~"~L~["~
I~, PUMP: (if available) HP
15. Water Temperature ~o ~ F ~ C
F'EF.:H Z T NO.
L 0 C Fi T i' 0 N
_.F
DEPRRTJ'4Ei'.,FF HEF!LTH RN[:, ENV;~REINMEi",iTF!L ,:OTECTION
:325 "L
264-4720
SRR E:r3M 1546E '3 :E =h;:r7
TYPE 0F :50iL RE':":~E~F,.'P"FION :5%.':5TEi'"! .IF:i;' TRENS:H
i',t..F.::-~..,'[j',lJhi .'-.IU.h'IE:ER OF DEDF,.'~O(]M'.E; :':, 2:
:BOIL. RFIT ! N6~
THE FdL:"..]L'Zi::-:'FZD '::.~;!2:E 3F -FHE :iS::Zl_ FiE::BORP'T!E~N '.5'¢:STEM T'.:~:
THE LENGTH DZF'tENS:(ON Z:~; THE: LENGTH (ZN FrEE:T) OF THE TRENCH OR DRFIZNF'IEL.D.
THE DEF'TH OF F! TRENCH OFt F'IT IS THE DISTRNCE BETHEEN 'THE SE;t. JRFRCE OF THE
GF'.OLiND RP,i[::, THE BOTTOM OF THE ENCRVF!TZON 4IN FEE]'>.
THERE Z~; NO :SET F.!I[:'TH FOR TRENCHERS.
THE GRRVEL, DEP]"H IS THE HZi'.,!:EHUH DEF'TH OF GRR',,,'EL E:ETHEEN THE OU'I"F'RLL PIF'E
RfqD THE BOTTOM OF THE EXC:R'¢RTZON (::!:N FEET).
PFPr,ITT F:~F'PL..iCFIh,F.r' HR:.~; THE c~"-'-'"~ /,--.?~.:..f TT.. TO T~.,II::FtPM 'THI'~; f',FPR~'THENT C,L.!RING 'ri-IF
ZN?FF!LLFCI-IEU'.~ I.'.4'F;PEZTIOH:L: OF FIN'¢ HELLS FIE' 'J'¢!CEi'.,!T Ti TF!ZE; F'F:OF'EF;'I"'.¢ RND THE
NLU'"!E',ER OF F%~:E;I[)ENCE'..}:; TF!RT THE HEI_L P~!:[LL. '.~;ER-VE.
E:FH'.'!.:'F:'.'L!.IF,~3 ':P' F'l!'.,i'¢ '.~i;¥'STEM kiI'!-.FiOUT F!HRL ZNSF'EE:TZEd'.~ FINF:, FtF'PREm'-'/F~L ECT' "FHI:::]
C, EPF!R]"MENT !,.I I L.L. BE :E _.E Z.:F..": '.' TO F'RO:E;ECUTI ON.
!"!ZN!MIJH,..r" ~',:~"¢,.-., _.,, , ,, ..-'c'~-: EFT!.,.![:'E'['.,! ....................... R I.,.!ELL F!N[) RN'.r' -iNI---'giTE ::,c.l.,.![ff.=b. r' ]:': PI-I'::;¢!! ,2'.¢,g]"Fh!, _}"2_
.'iF~¢~ FEET F':~, Fi PR.i: ,'RTE .,IELL OR :15Z TO ;2E~E~ FEE]' FROM F! F'UE:LIC HELL. DE'P~"N[,!Nr3
tl~,-,.,l THE T'¢F'E
h'iZi'. 'r "i '4 D?:?f'FINCE F'ROH R F'RT'-'FFFF' ~"P .... l"f? ,::,
.................. c--.L ..,, F'RZ',,,'R]"E ..,,.:',:.._..F'r~' ......... I 'r~.,~E ]'5 ;25 FEET FINE:,
TO R -'r'q','tvt!lt,.,~'i",.¢ ,::[:' F'~;' ~ fhiE ~"q 75 ~:-~:.~-T
................ H
..........
i illql-i~' .......................... fq'F:':~ !'~'EHF~',IT':: MF!"r' ,~ f !...~. ':;F'p:! .... , ..... T-F~T,..~,_ ~_, FIN[} ...... "i-FJ':4T~'ItF':T~t:It'-4 F'tRGRFIH:E; FiRE
I CEF']T I FY TH, FFr'
::L: i RH FF:fMIL. IF,'r..:.~ HiTH THE RE(;!U:[REHEN]".::: FOR ON-SITE SEI.,.!ERL-q RND !.,.!ELL:5 Ri'..-':, :E;ET
FOR'i'H E:'¢ THE I"ILiNZ[CZF:'FiLZT'¢ OF' RNCHORRGE.
;2: Z !4ZLL. ZN'=]TFIL.L. THE .S'¢STEP'i IN I::!E:CORDFINCE k!Z'T'H THE
~ii:: :[ UN[::,ERS'!'F~ND TF!RT THE: ON-.S:I:TE !~;EHEF: :E;'-,,'::STEM !"!Fi'¢ RE(.:.!U:rRE ENL. FiRGEHEN'T IF' THE
RESIB, ENCE IS REHOE:,Ei_ED "FO t.NCLUDE f"iORE 'FHRN 2: BEE:,ROOH:E;.
F)F'F'LZCRNT BEETER CON'JF.;T
SOILS LOG
I', '~IClPALITY OF ANCHORAGE
DEPARTMENT;OF HEALTH AND ENVIRONMENTAL PRO'I'ECTION [] PERCOLATION
TEST
Pouch ~-S50, Anchor&ge, Alaska 99502 276-222~
SOILS LOG-- PERCOLATION TEST
COMMENTS
2248-E
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
' DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
TEST RUN iBETV~EF~J
FT AND .
{minutes/inch}
FT
DATE:
'R ANCHORAGE AREA BOF '-"GH
~_),~ Department of Environmental Quality
'~ 3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME .,..~_~.,//'.~--~-//~/z,~Y ,¢',~.?.~'/-./.1' MAILING ADDRESS .~z'.:'/~b.2,- ../~>/L'.~-':l~'- ~_ . PHONE
DISTANCE /~' ~//]~/~/~.~ ~-~/-A~' ~/'~ .s '~:~/J~;2 .... NUMBER OF
PROM WEL[,~'~/~¢/~-~ANUFACTURER ,/~//~///2,~- MATERIAL/~~;~'~ COMPARTMENTS
INSIDE LENGTH
INSIDE WIDTH
LIQUID DEPTH
LIQUID CAPACITY-%~:~-¢-?'~ GALLONS.
SEEPAGE Pit:
#
NUMBER OF PITS / DIAMETER OR WIDTHX~,/ LENGTH~, ! DEPTH
LINING MATERIALA~/~//2-~: CRIB SIZE: DIAMETER ~/' 'DEPTH DISTANCE FROM:
:.~ /~27,F, ,~--~ TOTAL EFFECTIVE
BUILDING FOUNDATIO~;~t~;~'? NEAREST LOT LINE ~-~ -~/ABSORPTION AREA (WALL AREA) ~,t/>~2 SQ. FT.
ADDITIONAL ABSORPTION
BUILDING NEAREST NEAREST
FOUNDATION LOT LINE SEWER LINE
CESSPOOL OTHER SOURCES
APPROVED DISAPPROVED REMARKS,
DEPTH DISTANCE FROM:
SEPTIC SEEPAGE
TANK__ SYSTEM
DISTANCES:
INSTALLED BY: ~'-.?~//4~,,¢.~.c/~ ....
LOT SLOPE:
REMARKS:
Form No. EQ-O31
DIAGRAM OF SYSTEM
DATE
fr''
G.A.A.B.
GReATEr ANCHOrAGe
AREA BOROUGH -
NAME OF APPLICANT
PERMIT NO.
DEPARTMENT OF ENVIRONMENTAL QUALITY
3350 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE
274-4561
~¢-(/.~ / · ..~ ~ ,~,~.~'~,
SEWAGE DISPOSAL SYSTEM -- APPLICATION'AND PERMIT J./<,'
INSTALLATION LOCATION
'EgAL DEBCR,PTIG'N lk-
INSTALLATION OF: SEPTIC TANK /~ SEEPAGE PIT ~ , DRAIN FIELD
TYPE AND SIZE OF FACILITY TO BE SERVED
FINANCED THROUGH TO BE INSTALLED BY
SOIL TeST RESULTS
, OTHER
NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
COMPLETION DATE ANTICIPATED / ~
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
' '-- "' '
SEPT,C TANK S, E TYPE SEEPAGE
DIAGRAM OF SYSTEM
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
fOUNDatioN TO seepage Pit ~/~ . DRAIN FIELD
· seePage PIT
SEPTIC TANK ~' /
TO NeaREST LOT LINE.
WELL TO SEPTIC TANK
DRAIN FIELD
ID'
DRAIN FIELD i//~) /
· SEEPAGE PIT ///~¢ '
, ALSO CONSIDER AREA WELLS.
SEEPAGE Pit ~:~ /
WATER MAIN TO SEPTIC TANK~/3
DRAIN FIELD
SEPTIC TANK, /~' ~ ' )-
SEEPAGE PiT /(~/~
· , DRAIN FIELD
TO RIVER LAKE, STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE Pit
PITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
I CERTIFY THat I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE Area BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE With SAID CODE.
i i.R Ai'4CttOi~AGI, /\Ri:A ~OROU(-:
DEPARFIqENT OF ENVIRONMFNTAL QLIAt,~TY
3330 "C" Street
ANCHORAGE, ALASKA 99503
Case #
Performed For_ Leo Sawy¢~.J~?~view !.ets)
Legal Description: Lot t Block ~
This Form Reports Soils 'Log
Soil Test Must Be Logged To 4' Below Proposed
Depth
Feet Soil Characteristics
2 --
3 ~
5 ~
8 --
Peat and organics
Medium -to- fine gravel with clay
and silt; trace of fine sand, light
brown color
Gray, well-graded sand with trace of
silt
SW
SW-SM
Dated Performed May3, 1974
S u b d i v i s i o n .]~ount~LLn Pa~:k_~_~~
Percolation Test X
Seepage System -
Was Ground Water Encountered? No ~4n..
If Yes, At What Depth?
Reading Date Gross Time Net Time Depth to H20 Net Drop
Percolation Rate Minute.
Proposed Installation: Seepage Pit X 'Drain Field
Depth of Inlet Depth to Bottom o~--Pit Or Trench 16'
COMMENTS: We recommend 180 sq, ft.,. per bedroom based on Bolzough regulations and soils
conditions.
Test Performed BY J.JEmeson Date Certified BY:
ALASKA MINERAL & MATERIALS LAB Date:,,,
MUNICIPALITY OF /ANCHORAGE
X
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Parcel I.D. 017-432-05
Certificate of On -Site Systems Approval
Expiration Date:
Legal description Mountain Park Estates #2 Block 6 lot 1
Site address 12600 Lupine Rd , Anchorage, Alaska
Current property owner(s) Mapes
1-14-22
X The On-site system(s) is/are approved for 3 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or advisories:
Original Certificate Date:
This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
system(s) is/are in substantial compliance with municipal code. The Municipality of
Anchorage, Development Services Department (DSD) issues COSAs based upon
representations provided by an independent professional engineer. The Municipality of
Anchorage is not responsible for errors or omissions in the professional engineer's work.
ATTACHMENTS:
COSA Checklist X Well Flow Advisory
Absorption Field Advisory Nitrate Advisory X
Tank Age Advisory Arsenic Advisory _
Other
COSA Approval_June 2022
MUHMP L UTY OF AHCHORAGE
O '11
Development Services Department= Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 017-432-05
Complete legal description MOUNTAIN PARK ESTSATES #2 B6, L1
Location (site address) 12600 LUPINE ROAD, ANCHORAGE, AK 99516
Current property owner(s) JONATHAN & LORRAINE MAPES Day phone
2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS
3. TYPE OF WATER SUPPLY: ® Private Well ❑ Private Well serving 2 dwelling units
❑ Private Well serving 3+ dwelling units ❑ Community Well or Public
❑ Water Storage
4. TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ❑ Community Septic or Public Sewer
5. SEPTIC TANK: ® Steel ❑ Plastic ❑ Concrete ❑ Fiberglass
Age 2+ - See advisory if steel older than 20 years
6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ® Deep Trench ❑ Wide Trench ❑ Seepage Pit
Waiver request for:
Expedited review requested: ❑
Distance:
By applying for this entitlement, this property is subject to inspection by municipal On-site staff
to verify the accuracy of the information provided.
COSA Fee $ 6 `5_0 Waiver Fee $
Date of Payment / () too �2 �2 Date of Payment
COSA # Q5C a. al yg a Waiver #
-f51301q
COSA Application 2022.doc
Legal Description: MOUNTAIN PARK ESTATES #2 B6 L1 Parcel ID: 017-432-05
If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system
A. WELL DATA
® Well log is filed with Onsite (or attached) Water storage tank volume NA gallons
Date drilled 6/7/1982 Total depth 137 ft Well disinfected for coliform test? ❑ Yes ® No
Cased to 86 ft ® Coliform bacteria is Negative
® Sanitary seal is functioning correctly Nitrate 11.8 mg/L ❑ Nitrate less than MRL (ND)
® Wires are properly protected Arsenic ug/L ® Arsenic less than MRL (ND)
Casing height (above ground) 12+ in. FWN
Date of flow test for COSA 9/30/22 Collected by
Static water level at beginning of test 12 ft. Date 9/29/22
Well production at time of test 5+ qpm
Comments SEE ATTACHED SULLIVAN SCOPING LETTER. OLD WELD BUT WELL APPEARS TO BE
SATISFACTORY PER THIS LETTER. POU SYSTEM BEING INSTALLED AT KITCHEN SINK FOR NITRATES.
B. TANK DATA C. LIFT STATION
Measured operating fluid level in septic tank 50" ❑ Required maintenance completed
Date of pumping 9/30/22 Age of lift station years
❑ Required maintenance completed, if AWWTS Lift station material
Comments: _ Comments:
D. ABSORPTION FIELD DATA
Which system tested (date installed) 9/28/1982
® ALL standpipes present per record drawing
Total measured depth from grade 10.2 ft (max)
Measured depth to pipe invert from grade 4_5 ft (min) ❑
N/A — pressurized field.
❑ Per record drawings, field is insulated.
® Monitor tubes go to bottom of effective.
If not, state depth into effective
❑ Presoaked required if
(Required if house vacant or field not used for more
than 30 days prior to date of test)
Gallons introduced gallons date
Any rejuvenation treatment (past 12 months) N
If yes, enter date
Adequacy test date 9/30/22
Results E Pass
Fluid depth prior to test 32 in
Water added 690 gal
New fluid depth 48 in
Elapsed time 1440 min
Final fluid depth 27 in
Absorption rate 450 gpd
FIELD STATUS — POST RECOVERY
Effective depth (per record drawings) 60 in
Effective depth used 27 in (Final)
Effective depth remaining 33 in
Comments/Deficiencies: HOUSE WAS VACANT LESS THAN 30 DAYS, BUT PRESOAKED WITH 500 GALLONS
OF WATER PRIOR TO ADEQUCY TEST. MT FOUND WITH 12" FLUID 48 HOURS AFTER TEST. SHOTS SHOW
5.9' EFFECTIVE DEPTH VS 5' MOA INSPECTION REPORT SHOWS.
COSA Checklist 2022.docx
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well on lot)
Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout > 100'
® Yes if No ft ® Yes if No ft
Neighboring Tank > 100' ® Yes if No ft Private Sewer/Septic Line > 25' ® Yes if No ft
Absorption Field on Lot > 100' ® Yes if No ft Holding Tank > 100' ® Yes if No ft
Neighboring Absorption Fields > 100' Animal Containment > 50' ® Yes if No ft
® Yes if No ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' ®Yes if No ft
— ®Yes if No ft
❑ N/A — Served by Community Well (not on lot) or Public Water
From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ® Yes if No ft Surface Water >100'
_ ®Yes if No
Tank to Property Line > 5' ® Yes if No ft
Field to Property Line > 10' ❑ Yes if No *9 ft
Water Main > 10' ® Yes if No ft
Water Service Line > 10' ® Yes if No ft
F. ENGINEER'S COMMENTS
*MOA WAIVER.
Wells on Adjacent Lots:
Private Wells > 100' ® Yes if No
Community Wells > 200' ® Yes if No
If tank or field is under driveway comment below
ft
ft
i6
G. CERTIFICATION & 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, indicates that the on-site water
supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation, unless noted otherwise.
Name of Finn FIRST WATER CONSULTING Phone 907-350-9566
Engineer's Printed Name CURTIS HUFFMAN, PE Date 10/03/22
Comments: This investigation was completed in compliance with MOA guidelines, regulations,
and best industry practices / methods. The assessment of the condition of the well and septic
applies only to the conditions as of the day tested. The flow and absorption rates may change
due to subsurface conditions that may not be observed from the surface, changes in land use,
local soil characteristics, groundwater levels that may fluctuate during the year, quality of
construction (workmanship & materials), the water usage of the family being served by the
system and maintenance. The operational life of all well and septic systems are subject to
these various and dynamic characteristics and are outside the control of the evaluator of the
well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory
for current or future occupants or guarantee that no unseen encroachments, deficiencies or
discrepancies exist can be given by First Water Consulting & Fkg
COSA Checklist 2022.docx
g•�P'-���
49 H
. �.. • Curtis Huffman
�c�c CE 128991 �.��
���l�C�•. 10/3/22. •���
lll,F�pROFESStONA -+
Municipality o Anchorage
Development Services Department
Building Safety Division ;.A F n
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 # OSC221492
A Certificate of On -Site Systems Approval inspection and test of potable
water was recently conducted on the well water supply on Block 6, Lot 1
of Mountain Park Estates #2 subdivision. This inspection revealed a nitrate
concentration of 11.8 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 inforination 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.
From Northern Testing Laboratories, Inc.
Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble
in water. Nitrate is not readily filtered or otherwise removed in the soil and can pass
rapidly into ground water wells.
SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is
in the form of ammonia or protein first, which through contact with oxygen and certain
bacteria, converts to the oxidized form known as nitrate. Sources of nitrate from
wastewater include urea, ammonia cleaners, food solids, and bacterial cells. It may also
result from the breakdown of organic matter buried in the soil.
TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or
three years, but is associated with a potentially fatal infant disease called
methemoglobinemia. In the digestive system of young children, nitrate converts to
nitrite, which can pass through the intestinal wall into the blood stream. There it
combines with the hemoglobin and interferes with the ability of the blood to carry
oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The
EPA limits the concentration of nitrate in public drinking water supplies to 10 mg/L. The
standard has been lowered from a previous level of 45 mg/L set by the US Public Health
Service and the World Health Organization.
TREATMENT: due to its solubility in water and negative ionic charge, filtration and
other common home water treatment systems such as softening or iron filtration does not
readily remove nitrate. The best method for limiting nitrate in well water is source
control. This can include avoiding overdosing of fertilizer near the well and maintaining
good separation distances between septic tank leach fields and the well. A special anion
exchange filter that contains a media with a strong affinity for negatively charged ions in
water, or by a reverse osmosis treatment system or distillation can remove nitrate.
TESTING: Nitrate analysis is usually done by one of the several "wet chemical"
methods using a spectrophotometer to read the final color endpoint. Specific ion
electrodes also can be used to detect the activity of nitrate in water. This laboratory uses
several different wet chemical methods approved under the public water supply
laboratory certification program. They also have test kits available, which the laboratory
uses to perform an inexpensive "screening test", and with which the homeowner can
monitor the change in nitrate levels from their well. They recommend comparing the test
kit results against a certified analysis from the lab occasionally to verify the accuracy of
the kit. We recommend using a specially prepared bottle that has been rinsed in
hydrochloric acid for collecting samples.
P.O. Box 670269 Chugiak, AK 99567
P: (907) 688-2759 F: (907) 688-2259
TO: Brent Western
12600 Lupine Road
Anchorage, AK 99516
Camera Inspection Report
Date:10-7-22
Weld on pitless at 12'
Old pitless hole at 12' next to weld on pitless. Looks like hole was sealed with most likely a welded on
plate.
Did not see any leaks from either the well on pitless or the welded on plate.
Inspected casing down to 24' where the PVC liner started. No issues found.
Well depth: 137'
MUNICIPALITY OF ANCHORAGE
a.
Q
Development Services Department " Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval
Parcel I.D. 017-432-05
1. GENERAL INFORMATION
Complete legal description MOUNTAIN PARK ESTATES
Expiration Date: J ) r z O z2,
Location (site address) 12600 LUPINE ROAD, ANCHORAGE, AK 99516
Current property owner(s) DANIEL GETTMANN & MAYA RADONICH Day phone
Mailing address
Real estate agent
12600 LUPINE ROAD, ANCHORAGE, AK 99516
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
Day phone
3.. NUMBER OF BEDROOMS:
3
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Private Well
®
Private Septic
Water Storage
❑
Holding Tank
❑
Community Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
Waiver request for: Distance:
Received by:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ 114
Date of Payment
Receipt Number 1 '7a
COSA # 0-5(—'Z2)()40
Date:
Waiver Fee $
Date of Payment
Receipt Number
Waiver #
5. 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. I acknowledge that On -Site staff may visit the site to verify the information submitted.
Name of Firm FIRST WATER CONSULTING Phone 907-350-9566
Address 13030 SUES WAY, ANCHORAGE, AK 99516
Engineer's Printed Name CURTIS HUFFMAN, PE Date 02/09/2022
Comments: This investigation was completed in compliance with MOA guidelines, regulations,
and best industry practices / methods. The assessment of the condition of the well and septic
applies only to the conditions as of the day tested. The flow and absorption rates may change
due to subsurface conditions that may not be observed from the surface, changes in land use,
local soil characteristics, groundwater levels that may fluctuate during the year, quality of
construction (workmanship & materials), the water usage of the family being served by the
system and maintenance. The operational life of all well and septic systems are subject to
these various and dynamic characteristics and are outside the control of the evaluator of the
well and septic system. Therefore, any estimate of how long a system will function satisfactory
for current or future occupants or guarantee that no unseen encroachments, deficiencies or
discrepancies exist can be given by First Water Consulting & FWCS
6. DSD SIGNATURE
System #1 Approved for Is___ bedrooms
System #2 Approved for
Disapproved
Conditional approval for
bedrooms
lit
. 4.. TM ......... .
......:::
r� Curtis Huffman
CE 128991
ll,FOpROFEWQ*,
bedrooms, with the following stipul kiRkkgI(((((/((
Y OF,gii��
WATER AND
r^
'-')))1I II I\\lei "
Original Certificate Date:
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the
representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is
not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
. L.
Legal Description: MOUNTAIN PARK ESTATES #2 136 L1 Parcel ID: 017-432-05
If more than 1 septic system on lot: COSA Checklist # of Structure served by this system
A. WELL DATA
® Well log is filed with Onsite (or attached)
Well production at time of test 5+ gpm
Date drilled 6/7/1982
Water storage tank volume NA gallons
Total depth 137 ft
Well disinfected for coliform test? ❑ Yes ® No
Cased to 86 ft
® Coliform bacteria is Negative
® Sanitary seal is functioning correctly
Nitrate 9.41 mg/L ❑ Nitrate less than MRL (ND)
® Wires are properly protected
Arsenic ug/L ® Arsenic less than MRL (ND)
Casing height (above ground) 15+ in.
F US
Date of flow test for COSA *6/22/2020
Collected b Y
Static water level at beginning of test 38 ft.
Date of Sample 2/4/2022
Comments *TESTING PER 2020 MIKE N. ANDERSON,
PE COSA OSC201320. WELL HEAD STATE REVERIFIED
B. TANK DATA
Age of tank(s) 1.5 years
Tank type/material SEPTIC/HDPE
Measured operating fluid level in septic tank 50"
® Standpipes/foundation cleanout per record drawing
Date of pumping 2/4/2022
D. ABSORPTION FIELD DATA
Which system tested (date installed) 9/28/1982
® ALL standpipes present per record drawing
Total measured depth from grade **10.2 ft (max)
C. LIFT STATION
❑ Required maintenance completed
Age of lift station _ years
Lift station material
Comments:
Adequacy test date *6/22/2020
Results M Pass For 3 bedrooms
Fluid depth prior to test 20 in (9" ON 2/4/22)
Measured depth to pipe invert from grade **4.5 ft (min) Water added 500+ gal
❑ N/A — pressurized field
New depth 26 in
® Monitor tubes go to bottom of effective. If not, state
depth into effective ***5.9' OF THE 5'ED Elapsed time 1440 min
®Code -required soil cover over field
Final fluid depth 20 in
F-1 System presoaked Absorption rate 500+ gpd
(Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N
date of test) If yes, enter date
Gallons introduced gallons
Comments/Deficiencies: *TESTING PER 2020 MIKE N. ANDERSON, PE COSA OSC201320. MT LEVEL REVERIFIED
**MEASURED AT GRADE & ***PER MT / CO ELEVATION SHOTS ON 2/4/2022 EWES
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100'
® Yes
if No
Community Sewer Manhole/Cleanout > 100'
® Yes
if No
ft
® Yes
if No ft
Neighboring Tank > 100' ® Yes
if No
ft
Private Sewer/Septic Line > 25' ® Yes
if No ft
Absorption Field on Lot > 100' ® Yes
if No
ft
Holding Tank > 100' ® Yes
if No ft
Neighboring Absorption Fields > 100'
if No
ft
Animal Containment > 50' ® Yes
if No ft
® Yes
if No
ft
ft
If septic tank is under driveway comment below
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' ® Yes
if No
ft
® Yes
if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10'
® Yes
if No
ft
Surface Water > 100'
® Yes if No ft
Property Line > 5'
® Yes
if No
ft
Wells on Adjacent Lots:
® Yes
Absorption Field > 5'
® Yes
if No
ft
Private Wells > 100'
® Yes if No ft
Water Main > 10'
Yes
if No
ft
Community Wells > 200'
® Yes if No ft
Water Service Line > 10'
® Yes
if No
ft
If septic tank is under driveway comment below
From Absorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10'
® Yes
if No
ft
If absorption field is under driveway comment below
Property Line > 10'
❑ Yes
if No *9
ft
Wells on Adjacent Lots:
Water Main > 10'
® Yes
if No
ft
Private Wells > 100' ® Yes if No _ ft
Water Service Line > 10'
® Yes
if No
ft
Community Wells > 200' ® Yes if No
Surface Water > 100'
® Yes
if No
ft
F. ENGINEER'S COMMENTS
*MOA WAIVER.
G. ENGINEER'S CERTIFICATION
l certify that / 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.
�.—Ilk
Aw
AW
WX
.• . TM .......
Curtis Huffman
CE 128991 •.����
���kF�0 ROFliWQW�� �
Nitrate Advisory
Certificate of On -Site Systems Approval # OSC 221040
Subdivision: Mountain Park Estates #2 B6 L1
A water -sample revealed a nitrate concentration of 9.41 milligrams per liter (mg/Q.
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.
Madmg Address P O Box 196650 * Anchorage, Alaska99519 6650 *www muni org
From Northern Testing Laboratories, Inc.
Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate
is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells.
SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of
ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the
oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners,
food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil.
TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years but is
associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of
young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood
stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry
oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the
concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered
from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization.
TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home
water treatment systems such as softening, or iron filtration does not readily remove nitrate. The best
method for limiting nitrate in well water is source control. This can include avoiding overdosing of
fertilizer near the well and maintaining good separation distances between septic tank leach fields and
the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged
ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate.
TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a
spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect
the activity of nitrate in water. This laboratory uses several different wet chemical methods approved
under the public water supply laboratory certification program. They also have test kits available, which
the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can
monitor the change in nitrate levels from their well. They recommend comparing the test kit results
against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend
using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples.
y Ma�hng Address P O Box x.96650 *Anchorage, Alaska 99519 6650 *www muni org �;
MUNICIPALITY -OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Parcel I.D.
017-432-05
Certificate of On -Site Systems Approva
1. GENERAL INFORMATION
Expiration Date: Oct 0� D
Complete legal description MOUNTAIN PARK ESTATES #2 BLK 6 L -T 1
Location (site address) 12600 LUPINE RD, ANCH AK
Current property owner(s)
Mailing address
Real estate agent
2. TYPE OF DWELLING:
RYAN APPLEBURY
SAME
Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
4. TYPE OF WATER SUPPLY:
Private Well
El
Water Storage
❑
Community Well
❑
Public Water System
❑
Waiver request for: bro n
Day phone
Day phone
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
Date of Payment
Receipt Number 01319 G5
COSA4 050201320
Receipt Number
0��71
Waiver #- 0 SV 0010 Z
TYPE OF WASTEWATER 'DISPOSAL:
Private Septic
El
Holding Tank
❑ ;
Community
❑ ;
Public Sewer
❑ ' ,:'
� • I
C�
Distance:`
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
Date of Payment
Receipt Number 01319 G5
COSA4 050201320
Receipt Number
0��71
Waiver #- 0 SV 0010 Z
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. 1 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. I acknowledge that On -Site staff may visit the site to verify the information submitted.
Name of Firm MIKE N ANDERSON, P.E. Phone 727-8864
Address 4661 NATRONA AVE ANCH AK
Engineer's Printed Name MIKE N ANDERSON, P.E. Date 7-5-20
49:-TH
6. DSD SIGNATURE d°...• •,• �••••••°•••°°��
System #1 Approved for 3 bedrooms �• • • ° • """"' ° ° ° °
y� MICHAEL N. ANDERSON
System #2 Approved for bedrooms ¢¢ `�,.••° CE 94 9 ° Q,, -o
Disapproved �'�fQ
�� pROEESS4�:
Conditional approval for bedrooms, with the following stipulatio�t�\®d�.�
a,�Q`N QTY OF
v -0
.zr "iF
ER ANDst m
ST 'V?,'AT A.
i
By:t"\ Original Certificate Date:
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the
representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is
not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory I�
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA Checklist blue sheet
COSA Checklist
Legal Description: MOUNTAIN PARK ESTATES #2 BLK 6 LT 1
If more than 1 septic system on lot: COSA Checklist # of
A. WELL DATA
Al Well log is filed with Onsite (or attached)
Date drilled 617182
Total depth 137 ft
Cased to 86 ft
❑E Sanitary seal is functioning correctly
* Wires are properly protected
Casing height (above ground) 16"+ in.
Date of flow test for COSA 6/22/20
Static water level at beginning of test 38 ft.
Comments
B. TANK DATA
Age of tank(s) NEW years
Tank type/material s.pl,VplasLc
Measured operating fluid level in septic tank NEW
❑■ Standpipes/foundation cleanout per record drawing
Date of pumping NEW
D. ABSORPTION FIELD DATA
Which system tested (date installed) 9/28/82
❑■ ALL standpipes present per record drawing
Total measured depth from grade 10.1 ft (max)
Measured depth to pipe invert from grade 5.0 ft (min)
❑ N/A — pressurized field
❑■ Monitor tubes go to bottom of effective. If not, state
depth into effective
❑ Code -required soil cover over field
❑ System presoaked
(Required if vacant for greater than 30 days prior to
date of test)
Gallons introduced 0 gallons
Comments/Deficiencies:
COSA Checklist yellow sheet
Parcel ID: 017-432-05
Structure served by this system
Well production at time of test 5+ gpm
Water storage tank volume 0 gallons
Well disinfected for coliform test? ❑ Yes 0 No
Al Coliform bacteria is Negative
Nitrate 7.25 mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L ❑■ Arsenic less than MRL (ND)
Collected by MNA
Date of Sample 6/22/20
C. LIFT STATION
❑ Required maintenance completed
Age of lift station years
Lift station material
Comments:
Adequacy test date 6/22/20
Results ✓❑Pass For 3 bedrooms
Fluid depth prior to test 20 in
Water added 500+ gal
New depth 26 in
Elapsed time 1440 min
Final fluid depth 20 in
Absorption rate 500+ gpd
Any rejuvenation treatment (past 12 months) uk
If yes, enter date
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100'
0✓
Yes
Community Sewer Manhole/Cleanout > 100'
❑✓ Yes
if No
ft
❑✓ Yes
if No ft
Neighboring Tank > 100' ❑✓ Yes
if No
ft
Private Sewer/Septic Line > 25' ❑✓ Yes
if No ft
Absorption Field on Lot > 100' ❑✓ Yes
if No
ft
Holding Tank > 100' ✓❑ Yes
if No ft
Neighboring Absorption Fields > 100'
✓0 Yes if No ft
Water Main > 10'
Animal Containment > 50' ❑✓ Yes
if No ft
❑✓ Yes
if No
ft
❑✓ Yes if No ft
Water Service Line > 10'
❑✓
Yes
if No
Manure/Animal Excreta Storage > 100'
—❑✓
If septic tank is under driveway
Community Sewer Main > 75' 0 Yes
if No
ft
Yes
if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10'
0✓
Yes
if No
ft
Surface Water > 100'
❑✓ Yes if No ft
Property Line > 5'
❑✓
Yes
if No
ft
Wells on Adjacent Lots:
✓❑
Absorption Field > 5'
❑✓
Yes
if No
ft
Private Wells > 100'
✓0 Yes if No ft
Water Main > 10'
✓Q
Yes
if No
ft
Community Wells > 200'
❑✓ Yes if No ft
Water Service Line > 10'
❑✓
Yes
if No
ft
If septic tank is under driveway
comment below
From Absorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10'
❑✓
Yes
if No
ft
If absorption field is under driveway comment below
Property Line > 10'
❑
Yes
if No 9*
ft
Wells on Adjacent Lots:
Water Main > 10'
✓❑
Yes
if No
ft
Private Wells > 100' ❑✓ Yes if No ft
Water Service Line > 10'
❑✓
Yes
if No
ft
Community Wells > 200' Yes if No ft
Surface Water > 100'✓❑
Yes
if No
ft
F. ENGINEER'S COMMENTS
* waiver requested
G. ENGINEER'S CERTIFICATION
/ certify that / 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.
COSA Checklist yellow sheet
.e.
. MICHAEL N. ANDERSON; �
�•• CE 94 9 •°:°�
�` 10pRQFESS10ta�'�'�
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT 907‐343‐7904
On‐Site Water and Wastewater Section Fax: 343‐7997
www.muni.org/onsite
Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519‐6650 * www.muni.org
Nitrate Advisory
Certificate of On‐Site Systems Approval # OSC201320
Subdivision: Mountain Park Estates #2, Block: 6, Lot: 1
A water sample revealed a nitrate concentration of 7.25 milligrams per liter (mg/L).
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. Since nitrates are known to slowly increase, we recommend
you monitor the water quality. 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.
Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519‐6650 * www.muni.org
Nitrate Fact Sheet
From Northern Testing Laboratories, Inc.
Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate
is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells.
SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of
ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the
oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners,
food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil.
TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is
associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of
young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood
stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry
oxygen. For this reason, methemoglobinemia is referred to as “blue baby” disease. The EPA limits the
concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered
from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization.
TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home
water treatment systems such as softening or iron filtration does not readily remove nitrate. The best
method for limiting nitrate in well water is source control. This can include avoiding overdosing of
fertilizer near the well and maintaining good separation distances between septic tank leach fields and
the well. A special anion exchange filter that contains a medi a with a strong affinity for negatively charged
ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate.
TESTING: Nitrate analysis is usually done by one of the several “wet chemical” methods using a
spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect
the activity of nitrate in water. This laboratory uses several different wet chemical methods approved
under the public water supply laboratory certification program. They also have test kits available, which
the laboratory uses to perform an inexpensive “screening test”, and with which the homeowner can
monitor the change in nitrate levels from their well. They recommend comparing the test kit results
against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend
using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples.
Municipality of Anchorage
P.O. Box 196650 ® 4700 Elmore Road
Anchorage, Alaska 99519-6650 ® (907) 343-7904 ® Fax (907) 343-7997
http://www.muni.org/Onsite
Development Services Department
On -Site Water and Wastewater Section
Ao�rnt
,r;
1)cpartment
* * * * VARIANCE/WAIVER REVIEW x * * x
Waiver#: OSV201042 COSA#:OSC201320. Permit#:
PID#: 017-432-05
Legal Description: Mountain Park Estates #2 Block 6 Lot 1
Engineer: Mike N. Anderson
Applicant: Ryan Applebury
Your request for a waiver of the required 10 feet horizontal separation from the absorption field
to the property line has been approved. The approved separation distance is 9.0 feet. See
engineer's waiver request for justifications.
This waiver approval applies to the existing absorption field only. Any future upgrade to the on-
site wastewater disposal system will require all separation distances be met or another approval
from this department.
...........................................i..................................1
Waiver is Granted: X Waiver is not Granted:
as aQ�6M4
DD
Date: Approved b �1UZ.y`�
pp Y
Name of Reviewer
■ t t f f ■ ■ 11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1
**** VARIANCE/WAIVER .REVIEW ****
July 22, 2020
Municipalities of Anchorage
Departments of Health and Human Services
P.O. Box 196650
Anchorage, Alaska 99519-6650
Fax 249-7847
Re: One Foot Lot Line Waiver Request
Legal: MOUNTAIN PARK ESTATES #2 BLK 6 LT 1
To Whom it may concern:
This is a request for a one foot lot waiver request on the above referenced lot. This waiver is for the leach
field which is existing and will not impact any of the neighbors or encroach on any wells, septic or open
water issues.
Sincerely
Michael N. Anderson, P.E.
4661 Natrona
Anch, Ak 99516
Ph 727-8864
MUNICIPALITY OF ANCHORAGE '
DEPARTMENT OF HEALTH & HUMAN SERVICES_
Division of Environmental Services
On-Site Services Section
P.O. Box lg6650 Anchorage, Alaska 99519-6650
343-4744 ;'
Parcel I.D. # ~/'7 ~/--/- ~>'Z '~).~
1. GENERAL INFORMATION
'Complete legal description
CERTIFICATE Of HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
. :.- ~, :~.::~; ., ..::; ~.;, :i:~ -;,:-
Lot 1.;' Bloe~'~'~"?~ou~n:'P~[Est~es
Location (site address or directions)
Property owner "Kay Landino
Mailing address 12600 Lupine
12600 Lupine Road
Anchorage, AK
Road Anchorage,
Day phone 694-9035 (w)
345-3059
AK 99516
Lending agency
Mailing address
Agent Brenda Geisler/ DON MCKENZIE REAL ESTATE
Address-"'-' 13135 Old Glenn Hwy. Ea~le Riv~r~
Day phone
Day phone 694-9035
AK 99577 ....
Unless otherwise requested, HAA will be hel~for pickup.
2. NUMBER OF BEDROOMS: 3
3. .TYPE OF WATER SUPPLY:
-', . Individual well
Community well
Public water
NOTE: If community well system, provide written confirmation from State ADEC attest-
lng to the legality and status of system. ' . ~"~,; '_-' ,~ I:)/2 ~ - ~ '
NOTE: If communi~ wastewate~system, provide wri~en confirmation from State ADEC ....
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 Shat 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 ~ & ~ ENGINEERING Phone
17034 Eagle River Loop Road No. 204
Address ~__,_,.: .... A,..u...~7~ .-
Engineer's signature ~~/'~ .~.,~,-'" Oate . ~/~z'/q'~/
DHHS SIGNATURE
Approved for 3
Disapproved.
Conditional approval for
bedrooms.
Note: The well for
bedrooms, with the following stipulations:
this property meets existing
State and Municipal Codes. There
suggested that a periodic testinq
continued suitability. Nitrate concentration is 6,3 mg/1.
maximum ~n~n~r~i~n
/--%
Additional Comments
are nitrates present. It is
be performed to insure the wells
EPA
Date
%.,T, he Mtbnicij~ality o,f'A~'~l'i0rage Department of Health and Human Services (DHHS) issues Health Authority
Approval, .-" Cbrtific~,..,~' based, only upon the representabons' g~ven' in paragraph 5 above by an independent
'pro~es~onal engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
,~, },.,~! . . ,, . .....
and their, lending [nst[tuttons in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work..
72-02~(Rev. 1/91} Back MOA#21
Municipality of Anchorage
Department of Health and Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: ~.6T ./ /~/_oCK ~2 ~77~¢E-5 5/z, ¢¢~- Parcel I.D.
A. Well Data
Well type '~ lU~r f-~
Log present(~) ~'~
Total depth {.?~ r
Sanitary sea Y~q) YE-~
If A, B, or C, attach ADEC letter. ADEC water system number fU/'~
Date completed ~/Q /~._ Driller F6~-~ ~(r..~/AJ L
Cased to ~Kot "Casing height / ~
Wires properly protected(~N) ~_~
Date of test
Static water level
Well flow
Pump level1
FROM WELL LOG
g.p.m.
SEPARATION DISTANCES FROM WELL TO:
Septic/~ tank on lot
Absorption field on lot
Public sewer main 7-~'-'~
Sewer service line
AT ,.SPECT O.
im
; On adjacent lots
; On adjacent lots
Public sewer manhole/cleanout
Petroleum tank
Z
WATER SAMPLE RESULTS:
Coliform
gate of sample: ~/~/
Nitrate
Collected by:
Other bacteria
B. SEPTIC/I-E)EBiNG TANK DATA
Date installed
Cleanouts ~1)
High water alarm (Y(~ ~0
Date of pumping
Tanksize /000 (~C_ *"~' Compartments
Foundation cleanout~N) ?~'~ Depression (Y~_)~
Alarm tested (Y/N)
SEPARATION DISTANCES FROM SEPTIC/H~L-[85...,'G TANK TO:
Well(s) on lot /OO/'-/~ On adjacent lots (/
To property line /cO f-'~ Absorption field -~-
Surface water/drainage (~ 03 rJ~
Foundation
Water main/service line /©
72-026 (a/e3)* Front /~T~'~/~E Oi~ f~-E-.J'¢-//.-)G. DI?'(Cf /~5 /~"-,u /"EE/"~.._~Td~ CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed
Size in gallons
Vent (Y/N)
High water alarm level
Meets MOA electrical codes (Y/N~
SEPARATION DIS~-A~E FROM LIFT STATION TO:
WeJJ.enl~ot On adjacent lets
D, ABSORPTION FIELD DATA
Date installed 7/2. r f ~ ~--
Length '~- 8' /'~ Width ~'~ '-
Total absorption area ~6
Date of adequacy test
Water level in absorption field before test
Peroxide treatment (past 12 months) (Y/N)
Manufacturer ~
Manhole~
"Pump on" level at ~ "Pump off" Level at
~Cycles tested
Surface water
Soil rating (GPD/Ft2) (~- ~"'/~4 System type
Gravel thickness .~" ~'~- Total depth ~' / ~"
Cleanout present Y~) c//~T.~ Depression over field (/~
After test / (_,¢
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot /~
To building foundation /(~ ~'~'~
On adjacent lots ~ © ~'~
Surface water /
Curtain drain
On adjacent lots /' d-~O/'¢- Property line
'To existing or abandoned system on lot
Cutbank ~-~-) ~'¢~ Water main/service line
Driveway, parking/vehicle storage area ~"~/7~
E. ENGINEER'S CERTIFICATION -/.~/.~.¢~.(~ Z~,~/~'-~E,~ ~/2-C~ .z.~d..o/.J G ,k..~,"L"J-P/ /'¢"'C'v. cG'~F'(
I certify that I have checked, verified, or conformed to afl MOA and HAA guidelines in effect on the date of this inspection.
Signature ~;~/~-~"'"~
Engineer's Name
Date
HAAFee$ v~¢(~ ' ~
Date of Payment
Receipt Number
72~026 (3/93)* Back
Waiver Fee $
Date of Payment
Receipt Number
Rick Mystrom,
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
January 17, 1995
Theodore R. and Joanne M. Gschwind
Revocable Family Trust
5800 Holden Dr.
Anchorage, AK 99516-3112
Dear Mr. and Mrs. Gschwind:
During the fail of 1994, the On-Site Services Section of the Department of Health and
Human Services conducted a review of on-site septic systems involved in the legal
proceedings concerning Chuck Landers. Your property, Lot 1, Block 6, Mountain Park
Estates Subdivision was involved in this review process.
. Following site visits and submittal of additional required information by the engineer
on this project, Mr. Henry Wilson, P.E., your system was determined to be in
compliance with applicable municipal codes.
One of the additional submittals required for your system was a Certificate of Health
Authority Approval for a Single Family Dwelling. I have included the original of
this certificate and an additional copy for your files. The original blue copy of the
certificate should be delivered to the lending institution which processes the mortgage
on this property, for the existing original in their possession includes an invalid
signature.
All remaining paperwork (permit designs and/or as-built inspection reports) concerning
your on-site septic system has been updated and is on file at the Department of Health
and Human Services. Should you desire, you may obtain a copy of this paperwork for
your files.
If you have any further questions regarding this matter, please contact me at 343-4744.
.S..~erely,
James Cross, P.E.
Program Manager
On-Site Water Quality
HENRY WILSON
9601 BUDDY WERNER DR.:
ANCHORAGE, AK 99516
(907) 346-2000
Constructing Engineers
Engineers, Surveyors
CHARLES A. lANDERS
HC83 BOX 192-A, MYRTLE DR.
EAGLE RIVER, AK 99577
(907) 694-9098
July ~, 1994
Muncipality of Anchorage
DHHS, On-Site Services
Po Box 196650
Anchorage, AK, 99519
re: Lot 1 Block 6 Mountain Park Estates Sub
Health authority approval checklist & certificate
Gentlemen:
Please substitute the attached original signed reports for the
reports originally submitted and processed, and remove the file
copies and send to me at the above address.
Henry H. Wilson, P.E.
MUNICIPALITY Of ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska g9519-6650
343-4744
Parcel I.D. #
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
1. GENERAL INFORMATION
Complete legal description
Location (site address or directions) 17-(ooo L,~,h~
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:
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
NOTE:
Community on-site
Public sewer
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev, 1191 ) Front MOA ~21
5. 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 ~-_~,~-~ F_.~,~ ~ Phone
Address
EngineeFs signature '~/~ ~'-'
DHHS SIGNATURE ?, ~,?Z
~"'/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 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?ofessional engineer's work.
72-025 (Rev. 1/91) Back MOA #21
Municipality of Anchorage
Department of Health and Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description:
A. Well Data
0 1 q a-'-'5"z, e5
Well type ~¢, ivR~ If A, B, or C, attach ADEC letter. ADEC water system number
Log present (Y/N) O~ ~t.P. ~> Date completed 6-``-0% Driller
Total depth
Sanitary seal (Y/N) ¥ Wires properly protected (Y/N) "/
FROM WELL LOG AT INSPECTION
Date of test
Static water level
Well flow 4. <~ g.p.m, g.p.m.
Pump level1
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 -+-, oo'
WATER SAMPLE RESULTS:
Coliform (~
Date of sample:
Nitrate
Collected by:
Other bacteria
B. SEPTIC/HOLDING TANK DATA
Date installed 9- z~8~ 8'z-
Cleanouts (Y/N) "/
High water alarm (Y/N)
Date of pumping
Tank size ~ooo ~- Compartments
Foundation cleanout (Y/N) "/ Depression (Y/N)
hJ ~ Alarm tested (Y/N) ~
I w 7_<;-~ Pumper N~o-~-o -~o~-~--~
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot +, ~o' On adjacent lots
To property line + ~ ~' Absorption field do:)' Water main/service line
Sudace water/drainage -+~oo'
72-026 (3/93)* Front
CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed
Size in gallons
Vent (Y/N)
"Pump on" level at
High water alarm level
Meets MOA electrical codes (Y/N) /~ ~
SEPARATION DISTANCE F~:
Well on lot J On adjacer~ lots
D. ABSORPTION FIELD DATA
Date installed
Length 7_~'
Total absorption area
Date of adequacy test
Width
Manufacturer
Manhole/Access (Y/N)
"Pu~l at
Water level in absorption field before test
Peroxide treatment (past 12 months) (Y/N)
Soil rating (GPD/Ft2)
$' Gravel thickness
Cleanout present (Y/N)
Results (pass/fail)
Sudace water
System type .~ karl o~
Total depth
Depression over field (Y/N)
for -% Bedrooms
After test
If yes, give date ~
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot
To building foundation
On adjacent lots ~-~o'
Sudace water
Curtain drain
On adjacent lots -+ icc' Properly line q-~ 5"
To existing or abandoned system on lot rd ~
Cutbank -~, co' Water main/service line .. ~c~.y
Driveway, parking/vehicle storage area ~ o<3'
E. ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to all MOA and HAA
Signature
Engineer's Name
Date
HAA Fee $ I"~-o ~
Date of Payment 7_~z.~:-3-L
Receipt Number ~-'5~-~ ~;~.)~
Waiver Fee $.
Date of Payment
Receipt Number
72-026 (3/93)' Back
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. # O I ~" ,¢:~ ~'_~ O~"
1. GENERAL INFORMATION
Complete legal description
Location (site address or directions) 17-,GOO
Property owner.
Mailing address
Lending 'agency
Mailing address
Day phone ~- ~Z~
Day phone
Agent
Day phone
Address
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS:
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:
Individual on-site
.Holding tank
Community on-site
NOTE:
Public sewer
If,community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72~25 (Rev. 1/91) Front MOA #21
STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I further verify that based on the information obtained from
the Municipality of Anch. orage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is in complian'ce with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm ~__~r~.~-~Yuc-~-~ ~ i~,,~5z.¢ Phone
Address ..D~oOl ¢~,J~_~ ~J'U&~.~.v'~'~i ~'~x¢~ /,~L 9g51¢
Engineer's signature Date
DHHS SIGNATURE
X Approved for '7-/'~" ~ ) bed roe ms.
Disapproved.
Conditional approval for
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 th is 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 erroi:s or omissions in the professional engineer's work.
72~25 (Rev. 1191) Back MOA/Y21
Municipality of Anchorage
Department of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: ~o~ / ~/o¢~: (~ /~u~-/~;~Z;~,-I(~:~-~ Parcel I.D.
A. WELL DATA
~='/?/~')~/-~' If A, B, or C, attach ADEC letter.
,~z/ ft~ ~,~/p,~ Date completed
/ :~ ~' Cased to
Y
Well type
Log present (Y/N)
Total depth
Sanitary seal (Y/N)
FROM WELL LOG
Date of test
Static water level
Well flow
Pump level
ADEC water system number
~ (('^~ Z Driller
Casing height
Wires properly protected (Y/N)
AT INSPECTION
~-0
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot -I- ~O0'
4 I00'
Absorption field on lot
g.p.m.
Public sewer main
Sewer service line
WATER SAMPLE RESULTS:
Coliform f5/ Nitrate
Date of sample:
; On adjacent lots
; On adjacent lots
Public sewer manhole/cleanout
Petroleum tank
..,L ~o01
&tOO'
-'~- ~ Other bacteria
B. SEPTIC/HOLDING TANK DATA
Date installed
Cleanouts (Y/N)
High water alarm (Y/N)
Date of pumping
Tank size I OeO; Compartments
Foundation cleanout (Y/N) "/ Depression (Y/N)
l,J/~ Alarm tested (Y/N)
I I-7--~"-~1 Pumper
SEPARATION DISTANCES FROM SEPTIC/H~K TO:
Well(s) on lot .L ~ OO,/ On adjacent lots
To property line _LI~ /
Surface water/drainage
~o',' r.~.~ 5o~/j
72-026 (Rev. 7,91)Fron, .,~ ~L|i~,.~
Foundation r-/'
Absorption field ~)(f Water main/service line .t ~0'
CONTINUED ON BACK PAGE
C. LIFT STATION ~
Date installed Manufacturer
Size in gallons Manhole~
Vent (Y/N) "Pump on" lev.el ~t k' '~""'"- "Pump off" level at
High water alarm level _ /.,,7 v Cycles tested
Meets M©A~___ _
SEPA.BA-T1ON DISTANCE FROM LIFT STATION TO:
Well on lot On adjacent lots Surface water
D. ABSORPTION FIELD DATA
Date installed
Length "~
Total absorption area
Depression over field (Y/N)
Width
Results (pass/fail) 12A$ $
Peroxide treatment (past 12 months) (Y/N)
Soil rating 25
Gravel thickness
System type
~' ' Total dept'h
Cleanouts present (Y/N) ')/
Date of adequacy test ~' t~''~z
for ~
If yes, give date
bedrooms
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot
To building foundation
On adjacent lots
Surface water
Curtain drain .~ ~oO'
On adjacent lots 4- IoO' Property line
To existing or abandoned system on lot
Cutbank 4-t oO' .Water main/service line
-/-I O0 '
Driveway, parMng/vehicle storage area
E, ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on. the:¢ate,,of.,this inspection.
Engineer's Name
Date
· ~..,. ,. ,./.,
HAA Fee $ /~
Date of Payment
Receipt Number
72-026 (Rev, 3/91) Back MOA 21
Waiver Fee: $
Date of Payment
Receipt Number
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-4720
Application Date .-~UELV'~ [~) tot~
GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
Lof [ Block H$. P d<
Location (aooress or directions) .
(b)
(c)
Applicant Name ~--~f-C_( b. ~'~E~v~C--t/~¢C'Telephone: Home ~d¢~'- ~'~'~._~ Business
Applicant Address J Z. CO~) in~tit~Jti~)n' []; Owner/builder (~; ;uyer' []; Other [] (explain);
Applicant is (check one): Lending
(d) Lending Institution L~\'"f'V ["[Oyl-~' ; Telephone
(e) Real Estate Company and Agent
Address
Telephone
(f) Mail the HAA,to the following address:
TYPE OF RESIDENCE
Single-Family d Multi-Family []
Number of Bedrooms '~
Other
WATER SUPPLY
Individual Well I~/~Community [] Public []
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to th.e legality and status.
./
4. SEWAGE DISPOSAL
Onsite [~ Public [] Community [] Holding Tank []
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
72-025 (11/84)
Page 1 of 2
:h-ess
Date
5, . ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health
3royal sh0w~ that the on-site water supply and/or wastewater disposal system is safe, functional and adequate
Of bedrooms and type of structure indicated herein. I further verify that based on the information obtained
pality of Anchorage files and from my investigation and inspection, the on-site water supply and/or
)osal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on
Of this inspection. /
Firm ~'~t~--.. ~ 1~'$506/,q'1~¢,5 Telephone
Engineer's Seal
~:;rm~V:;co n ditio ~n~il.'~A p prova~iSappr°vecr C°nditi°n I(aL)
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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.
Page 2 of 2
WELL DATA
MUNICIPALITY OF ANCHORAGE (MO~i
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
264-4720
Legal Description: .
MUNJCIPALI'fY OF ANCHOP. AGI!
DEPT. OF HEALTH &
ENVIRONMENTAL. PROTECflON
, xu 201 6
Well Classification
Well Log Present (Y/N) Y
Total Depth J=~'~ Cased to
Static Water Level
Casing Height Above Ground
Electrical Wiring in Conduit (Y/N) Y
Separation Distances from Well:
To Septic/Holding Tank on Lot
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line -
Cleanout/Manhole
Water Sample Collected by
If A, B, C, D.E.C. Approved (Y/N) -
Date Completed 6,-/t-~- Yield
Depth of Grouting - "
Pump Set At ~4I~
Sanitary Seal on Casing (Y/N)
Depression Around Wellhead (Y/N)
Y
; On Adjoining Lots
;On Adjoining Lots
To Nearest Public Sewer
To Nearest Sewer Service Line on Lot ....
; Date
Water Sample Test Results
Comments
B. SEPTIC/HOLDING TANK DATA
Date Installed
Standpipes (Y/N) y
Depression over Tank (Y/N)
Pumping/Maintenance Contract on File (Y/N)
Holding Tank High-Water Alarm (Y/N)
Separation Distances from Septic/Holding Tank:
To Water-Supply Well
To Property Line
Size _/¢(~ No. of Compartments
Air-tight Caps (Y/N) ~ Foundation Cleanout (Y/N)
Date Last Pumped
· .--'--- ; for - '
Temporary Holding Tank Permit (Y/N)
Y
To Water Main/Service Line
Course
Comments
Page 1 of 2 O
To Building Foundation
To Disposal Field
To Stream, Pond, Lake, or Major Drainage
72-026(1i/84)
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed
Width of Field
Square Feet of Absorption Area
Depression over Field (Y/N)
Results of Last Adequacy Test
~' ,~:,//~../Yt. Type of System Design
Length of Field ,~,~ J"~',
Depth of Field ~ ~
Gravel Bed Thickness '~T~~L
~ '~/¢: Standpipes Present (Y/N)
,/~ Date of Last Adequacy Test
Separation Distance from Absorption Field:
To Water-Supply Well
To Building Foundation ~-
Lot
To Water Main/Service Line ---'
To Stream/Pond/Lake/or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Comments ~ ¢~¢y~4/)n~. _./,~_ ~ ,~,
To Property Line /,~ ~
To Existing or Abandoned System on
; On Adjoining Lots /~0 '/-
To Cutbank (if present)
D. LIFT STATION
~i:~~ M a n hD io Irr~ ~ ~ic°ensSs (Y/N) __~'~'"'~ '
"Pump On" Level at ~ "Pump Off" Level at .~
High Water Alarm Level at ~ ....
Tested for ~.~...~.~"- Pu~dng Adequacy Test. Meets MOA
Electrical Codes (Y/N) ~ ~
Comments .-~~' ~
** Check Permitted Bedroom Rating Against HAA Request **
I certify that I h. ave checked, verified, or conformed to all MOA and
Signed ~4JJ ~ Date
Company ,~ ! "~5~¢J¢~/'~ ~ MOANo
Receipt No. ~."~ L~.
Date of Payment I~ ~.~0
Amount: $
Page 2 of 2
72-026 (11/84)
HAA guidelines in effect on the date of this inspection.
Engineer's Seal
APPLIC - ' IT FILLS OUT UPPER HA[ ' ONLY
Propert, y oW>qel;~ ~-~ ~- - Phone
Address r/"O C"~'~ ~ ~V'W {X, ZipCodo
Lending Institution Phone
x./ Phone
Realty Co. & A~nt ( ~-. ~-~C~
Address ~
Type of Residence
[] Single Family
[] Multiple Family No, of Bedrooms
[] Other
Water Supply
{~-dividual (J~,L~Jr /,7~ ~ ~ A3-rACH WELL LOG. A we{I log is required for all wells drilled since June 1975.
[] Community For wells drilled prior to that date, give well depth (attach log if available).
[] Public Utility
Sewer Disposal -
' '~ ~ar Individual Installed:
[] Public Utility When Connected to Public Utility:
[] Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
Time Time Time Time
Date Dale Date Dale
Inspector Inspector Inspector Inspector
Field Notes:.- ~d~ ' ENVI~, .,Jt.
gECE! [
( ~PPROVED BEDROOMS 'CONDITIONS OF APPROVAL
( ) DISAPPROVED
( ) CONDITIONAL APPROVAL*
DATE y~5~-~
Soils Rating Date ~wer Installed Well To Absorption Area Well Log Received
Well to Tank Septic T~k Size
72-023