HomeMy WebLinkAboutPROSPECT HEIGHTS #1 BLK 5 LT 11Onsite File
#015-091-41
Municipality of Anchorage
On-Site Water and Wastewater Section • (907) 343-7904 Page of
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP191442 PID Number: 015-091-41
Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade
Name
GAYLE BJORN-ROLI
ABSORPTION FIELD -EXISTING
❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound
Site Address
9451 BUDDY WERNER DR., ANCH., AK 99516
__T�
❑ Other
Phone
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
4
GPD/SF
Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
Ft.
Gravel depth beneath pipe
Ft.
Subdivision Block Lot
PROSPECT HEIGHTS #1 5 11
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
Sewer
Total absorption area z
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
Ft
Ft.
Well
100'+
__
25'+
TANK ® Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
GREER
Capacity
1250 Gal.
Surface water
100'+
__
Material
HDPE
Number of compartments
2
Lot Line
10'+
--
I
NA
Foundation
10'+
__
[LIFT STATION
Manufacturer
Capacity
Gal.
Remarks Existing septic tank decommissioned per code.
Tank installed 5'+ to existing field & deck supports.
Alarm location
Electrical installed by
Installer NORTHERN EXCAVATION
PIPE MATERIAL House to tank 3034 d a n Tankto 3034
ld
Dranfield 3034 CO/MT 3034
Inspector FWCS/ MNA
BENCH MARK (Assumed elevation) 100 ft
Inspdection ist 10/23/19 11/13/19
Location and description
2nd
3'd 4`h
BOTTOM OF TRIM
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
OF rt r
Conditional Approval: Date
`4
4 9TH
Septic System
p Y
Approved -
MICHAEL N. ANDERSON.' 04
(
( Date 511 y � 0�Q
No. CE 9468
/
12/10/19•'
Note: this approval does not include well permit requirements.
��'ESSI011�'
trcev uo/uu iuf
PROSPECT HEIGHTS #1 BLOCK 5, LOT 11 PID: 015-091-41
PERMIT: OSP191442
A -C=35.8'
B -C=11.7'
A -D=40.3'
B -D=16.9'
A -E=44,4'
B -E=22.5'
A -F=43.7'
B -F=26.4'
A -G=42.7'
B -G=26.6'
SCALE 1' = 30
12299MMIN MIN"G
SEPTIC SECTION
GAYLE BJORN-ROLI
PROSPECT HEIGHTS #1 BLOCK 5, LOT 11
9451 BUDDY WERNER DR., ANCH., AK 199516
Michael N. Anderson, P.E. DATE:
4661 Natrona Ave. DRAWN:
Anchorage, Alaska 99516
(907)727 8864/FAX: (907)345 1391 SCALE:
SCALE: NTS
SUPPORTgSERVICES:
Im OF AZ4
®. *� TH
49-
12/10/2019 MICHAEL N. ANDERSON
No. CE 9469
FWCS ��o 12/10/19Af
1 = 30'
LOT 11LOT 9ALOT 12ASHEDN58° 11' 58"W 372.73'N58° 11' 58"W 362.78'N31° 48' 02"E 280.00'
N33° 50' 00"E 280.18'30'30'BU
D
DY W
ER
NER D
RIVE
157.1'158.1'115.5'
110.2'17.6'23.2'LOT 4BLOT 10LOT 5LOT 4ALOT 8ASHEDSHED (3) SEPTICSTAND PIPESSEPTICMANHOLE LID66.2'
92.1'HOUSESEE DETAILBARNSEE DETAIL6%GARAGESEE DETAIL (4) SEPTICSTAND PIPES65.0'98.8'45.9'166.9'104.5'26.3'26.5'44.1'5.2'13.7'10.0'3.0'8.0'19.4'24.6'8.6'10.2'23.8'24.4'28.4'SUNROOMEXISTINGHOUSEGARAGE28.4'24.3'5.1'24.4'37.0'24.4'13.7'24.3'GREENHOUSEBARNNOTE:THIS DRAWING SHALL NOT BE MODIFIED FORUSE AS A PLOT PLAN WITHOUT THE EXPRESSEDWRITTEN CONSENT OF LCG LANTECH.LOT 11, BLOCK 5,PROSPECT HEIGHTS ADD NO. 1AS-BUILTDRAWN DATE:DRAWN BY:SCALE:CHECKED BY:5/12/2020SCADS/SC1" = 60'PLAT:WORK ORDER: 2001767-23FB/PG: 817/15-17GRID: SW2441REF: 86L66ORDERED BY: GAYLE BJORN-ROLISURVEY CERTIFICATION: LCG LANTECH, INC HAS CONDUCTED A PHYSICAL SURVEY OF THEPROPERTY AS SHOWN ON THIS DRAWING AND CERTIFIES THAT THE IMPROVEMENTSSITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO ENCROACHMENTS EXISTOTHER THAN NOTED.EXCLUSIONARY NOTE: IT IS THE OWNERS' RESPONSIBILITY TO DETERMINE THE EXISTENCEOF ANY EASEMENTS, COVENANTS, RESTRICTIONS OR RIGHT-OF-WAY TAKINGS WHICH DONOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCESSHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION, FOR ESTABLISHING PROPERTYLINES, OR FOR PLOT-PLAN PURPOSES.250 H StreetAnchorage, Alaska 99501Survey DepartmentPhone: 562-5291MainlinePhone: 243-8985AECC 668LEGALDESCRIPTION:BARN DETAIL1" = 20'HOUSE ANDGARAGE DETAIL1" = 20'PARCEL#: 0105-091-41-000 ADDRESS: 9451 BUDDY WERNER DRIVESEPTIC STANDPIPEWATER WELLFENCEAsphaltConcreteOverhangWood DeckLEGEND:GRAVELBOUNDARY LINE,LOT 13ROAD CENTERLINEADJACENT LOT
10/4/19
EPI RAIS
MUNICIPALITY OF ANCHORAGE
Development Services Department F" I Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 015-091-41
Property owner(s) GAYLE BJORN-ROLI Day phone 9073461512
Mailing address 9451 BUDDY WERNER DRIVE, ANCHORAGE, AK 99516
Site address 9451 BUDDY WERNER DRIVE, ANCHORAGE, AK 99516
Legal description (Sub'd., Block & Lot) PROSPECT HEIGHTS #1 BLOCK 5, LOT 11
Legal description (Township, Range & Section)
Lot Size 104,000 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑
Initial ❑
Single Family (SF)
(w/wo AD U)
Septic Tank
®
Upgrade ®
Duplex (D) ElHolding
Tank
ElRenewal
❑
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: 01025 Waiver Fees:
Date of Payment: 101910
Receipt Number:nn NAM 1)
Permit No. (Jsp1 q NgP1
Date of Payment:
Receipt Number:
Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc
Michael N. Anderson, P.E.
Civil/Structural Engineering and Construction
4661 Natrona Ave. Anchorage, Alaska 99516
Phone 345 -3377 / Fax 345 -1391
Support Services
Brent M. Western
907-440-4601
September 28, 2019
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
RE: SEPTIC TANK UPGRADE PERMIT
LEGAL: PROSPECT HEIGHTS #1 BLOCK 5, LOT 11
The owner has requested we proceed forward to obtain a septic permit to upgrade the
aged septic tank on the subject lot. The proposed upgrade will serve the existing 4-
bedroom house.
The lot and area are served by private water. The proposed design will not impact any of
the neighboring properties due to the lot layout. Please contact Brent M. Western or me if
you have any questions.
Sincerely,
Michael N. Anderson, P.E.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191442, Rebecca Carroll, 10/04/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191442, Rebecca Carroll, 10/04/19
7207 ~.All~Orlfl $,~. 99515 A~,'CHORAGE, ALASKA
844'??1,~_
SIX INCH WATER WELL DRILLED ........... -OUT TO THE DEPTH OF 415 ~r~te
DRILLED AT THE RATE OF ~99_ 00 PER POOT. Chx~ ~o~ 380 ft or~.
9451 ~ ~ " -
PROPERTY OWNER ~' & ~' (~ ~ ~) B~-~o~ S~ Box 2115C ~o~
LOCATION OF WELL SITE
DRILLER Bc.q, tt,Le. ~
WELL LOG:
0 .... 17~
17---43 '
43---87~
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
s,c~.~ ,~en~ ~zve, L. 407~ c,La~ ~~ Lttlt ~ 198g
87--108' ~ ~ 35~ ~e ~. 3ee~ ~ bo~.
108-415' B~ocL. fl ~~ ~o~ ~ ~ ~ ~ o~ w~ b~
~. 345 ~o 369 ~ ohowo ~ ~~e ~ o~ 2 1/2 ~. ~. ~
400 ft. Sulr~e2~,tb. te. pm~p muj. he .0'~~ aru~h.e,~e ~bzor~ 350 ft .to 380 fA...gl
lump ~co 400 fto
tao..~e~. 250 ,ge. et
a,~ lred~oc.~. 108 ft.
and m. oh.i_.bL3a.~ot
wate.,z
p.o..~ u.o .
~a~e2, ble. ZL pagd .0~ ~uAZ ,O¢ ~o ~ B~o~-ko~ 6/6/86 ~L 2~ ~
COST INCLUDES ALL LABOR AND MATERIAL FOR COMPL~ION OF SAID DRILLINg,
WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF
THANK YOU VERY MUCH. ~ ~ ~ ~.O1%
BERNIE CLAUS OF RAMPART DRIL~LIhG WORKS
=ERVIC£ CHARGEOF 1~% PER MONTH WILL BE ASSESSED ON PAST DUE ACCOUNT=.
L.E}"F ~ 1 J. IEd,_DCK ~
NF~NGE7 ~ :51/J
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r—RAME
NOLJS.E
M
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*B OZ o.ua.un nu, n m° urtnc G
G sponslblllty to determine
existence of any easements, covenants,
or vrestrictions which do not apnder on Iha record:d sebdiel.!en plat. Under
no clrcumstenccs shatA any data
• Wean he used for : rmsto:pCon or I"
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MUNICIPALITY OF ANCHORAGE ~, ~)
~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECt'ION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME PHONE .J~N EW
MAII~G ADDRESS
LEGAL DESCRIPTION
LOCATION
~ NO. OF BEDROOMS
Well Absorption area Dwelling PERMIT NO.
~ ~ Manufacturer Material No, of compartments
Liq.~_~capacity in gallons IF HOME.DE: Inside length
~ ~ DISTANCE TO: Well Dwelling PERMIT NO.
O Z ~ Manufacturer
~--~ Material Liquid capacity in gallons
~ Well~ Foundation Nearest lot line PERMIT NO.
--~Zm No. 0flines ~ Length of each line~
~ Top of tile to finish ~rada ~ ~ Material beneath tile Tota, effect}ve absorption area
Length ' Width Depth PERMIT NO.
~ ~ Type of crib Crib diameter Crib depth Total effective absorption area
~ DISTANCE TO: Well Building foundation Nearest lot line
~ Class Depth Driller Distance to lot line PERMIT NO.
~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s)
OTHER
SOl L TEST RATING
REMARKS
, ,.
I~ tion (address
k'ILSON ·
WEll_ DRILI. h' G
ANCHORAGE, ALASKA 99503
PHONE ~3
DRIM. INO LO0 '
Use of Well
of: Town. ship, Range, Section, if known; or distance main road
Size of casingt~_Ot~ Depth of Hole
Static water le4el I~~ ft. (above)
Screen ( ); Perforated (
fJet cased to ~ feet
-
land surface. Finish of well (cheek one) open end ( ~ );
Describe screen or perforation
Well pumping test at !.~ gallons per (hour) (~ for Io hours with of drawdown from static level. - k~.O~.'-'.
Date of completiov ~~I ~ t~ ~l~ C~
· ~ ~so ~, ~-~, ~~.
WELL
Depth in feet from
ground surface
TO_~
.TO
TO
TO
TO
.TO.
.TO.
.TO.
.TO
TO.
Give details of formations penetrated, size of material, color and hardness
'"',. '.': : ,. / ' ~
TO
TO
TO
TO
THE/ LENGTH L'.',:[ i"tEi',IS :1: ON 1' S THE LE/I',IGTI-! ( I N F'EET> OF:' THE TI;t.r.:[NC:H OR [:,1:;~:1:::1 ]: NF'.'[ EL.D.
THE DEPTH Eft.:: I::i ':['RE'!',tE':H OR P t"i' :[S THE C, ISTFIi'-,!C[-~: E!~,~:'T'I.,.IEiEI'.,I TI..ilZ '.:.-:;I...It:~:i:::'F:i(:i:E ElF: THE:
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::!',,'!::1 '.r I :t~::_ :_:' "F('_'t .! I'.,!:SLII:.7:E F'F.':OF'EI:;~: :[ '., S'i"F:ILLFtT I. r- I'.1
February 2, 1978
R&M No. 851104
Mr. Gordon Reese
Alaska Recreational Cabins
Box 535
Girdwood, Alaska
subject: Soil Investigation for Sanitary Sewer System, Lot 11, Block 5,
Prospect Heights Subdivision, Anchorage, Alaska
Dear Mr. Reese:
At your request of February 1, 1978, we conducted a subsurface soils
investigation at the proposed location of the sanitary sewer system on
the subject lot. The investigation complied with those procedures
required by the Municipality of Anchorage, Department of Health and
Environmental Protection.
This investigation, which was accomplished on February 2, 1978, consisted
of a test hole drilled to a depth of 20 feet below the existing ground
surface. The test hole was sited according to your instructions and its
location is shown in attached Drawing A-01. Drilling was accomplished
with a rotary drill rig using continuous flight solid-stem auger with an
outside diameter of 6 inches. Samples were taken at the depths shown on
the soils log in Drawing A-01. The samples will be held in storage at
our lab for approximately six months. In addition, all material brought
to the surface by the augers was continuously monitored by an experienced
engineering geologist.
The topography at the drilling site is generally gently-sloping. At the
~ime of the investigation the site had original vegetation consisting of
spruce and birch. The top of the test hole was located at original
ground surface.
The soils encountered in the borehole are shown in the test hole log in
Drawing A-01. The symbols used in Drawing A-0i are explained in Drawings
B-01 and B-02. This log displays specific conditions encountered at the
test location. However, subsurface conditions may vary in other parts
of the lot without any apparent surficial evidence of the change.
Groundwater was not encountered. Bedrock was not encountered. At the
time the hole was drilled seasonal frost was present from the .surface to
a depth of 6 inches. Permafrost was not encountered.
Based on the visual classification of the so~l and the requirements set
forth by the Municipality of Anchorage, a percolation test was not
necessary within the test hole on the subject lot.
February 2, 1978
Mr. Gordon Reese
Page -2-
We appreciate this opportunity to be of service to you. Please contact
us if you have any questions concerning this letter or if we can be of
additional service.
Very truly yours,
R & M CONSULTANTS, INC.
Lynne Kosikowski
Staff Geologist
Jim McCaslin Brown, Ph.D.
Head, Earth Sciences Dept.
LK/JMB/gld
Attachments: Drawings A-01, B-01, B-02,
LOCATI~O[~ SICETCH
J
Distances shown are approximate
and have not been measured by
surveying methods.
.+
TEST HOLE LOG ' -
Scale: 1"=3' Ail Samples A
0!
PEAT Dark Brown,
Wood Chips.to 1.0' 1;0[.
GRAVELLY SAND{~
Q Brown, Dryt ...
Medium Dense
G GRAVEL W/SO~ COBBLES
AND TRACE SAND
Brown, Slightly Moist
Medium Dense Q
SANDY GRAVEL
Brown, Dry, Loose
__12.5'
G SAND W/SOME GRAVEL
Brown, Dry, Loose
20'T.D.
Groundwater was not encountered.
This log depicts subsurface soils
observed within the test hole at the
location shown.
See Drawings B-01 and B-02 for
explanation of symbols.
LOCATION SKETCH AND
TEST tlOLE LOG
GRIO.
PROJ. NO. 851104
DWG. NQ A-01
"one test is worth a ~hca~sand opin'ons '
Performed For Arthur. Sill Date Performed
Legal Oescrivtion: Lot .12 Block ~
This form Reports Soils Loq,., ,yes
Subdivision Prospect Heights
Percolation Test
Oeoth
Feet Soil Characteristics
2\.',/! Tan Sandy Silt, ML
sandy Gravel, GW-GM (12~)
Bottom of Test P-it
Was Ground Water Encountered?
If Yes, At what Depth?
· Reading Date Gross Time Net Time Depth to H20 Net Drop
'/L
Percolation Rate tlinute ./M1 ~
Proposed Installa~'ion: Seenaoe Pit yes [)rain Field
Depth of Inlet Denth To Bottom Of .Pit Or Trench
CoH~'ENTS' Sample delivered to our Lab' by Hank Wilson and is represena ~-~
of the soil type 'from min~s 3 ft. to 10 ft.--125 sq. ft. drainage area-
required per bedroom. No bedrock or watexTM table to bottom of test~i-~
Test Performed B.y Jame:~ D. Mack Data Certified By: Construction Testlab
4
<
0
121
J, HOI~A~' /.g 1::/3NId J,.N33 E~3cl
S..,A~61 MAY ? 1974
I~1~® 4S 472
SIGNED
SEND PARTS 1 AND 3 INTACT -
PART 3 WILL BE RETURNED WITH REPLY.
DATE /
POLY PAK (50 SETS) 4P472
DETACH AND FILE FOR FOLLOW-UP
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
// :/_/' I)' ,5 !' ./
/
I CERTIFY THAT
DESCRIBED SYSTEM IS IN ACCORDANCE ~.¥1TH SAID CO1/E.
DATE APPLI¢ANT'S SIGNATURE
AM FAMILIAR WITH THE REQU1REMEF" S OF GREATER ANCHORAGE AJ~EA BOPtOUGH ORDINANCE NO. 28-§8 AND TH,AT THE ABOVE
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
GENERAL INFORMATION
(a)
(b)
(c)
Application Date
Legal Description (include lot, block, subdivision, section,~ownship~ range)., ~
Location (address or directions)
Applicant Name P~ ,;¢¢~ -~O1; Telephone: Home ~'t~~ Business %7¢'
Applicant Address ¢~/ 8~ ¢~.~ ~.
Applicant is (check one): Lending Institution ~ Owner/builder ~; Buyer ~; Other ~ (explain);
(d) Lending Institution
Address
(e) Real Estate Company and Agent
Address
Telephone
(f)
Mail the HAA to the followin~g address: -- .
TYPE OF RESIDENCE
Single-Family~t~' Multi-Family []
Number of Bedrooms ~
Other.
WATER SUPPLY
Individual Well~' Community [] Public []
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.' ' ,"
SEWAGE DISPOSAL ' ,
Onsite,¢[~ Public [] Community [] ~ Holding
Tank
[]
Note: If community well system, must have written Confirmation from the State Department of Environ mental Conservation
attesting to the legality and status.
Page I of 2 72-025 (11/84)
ENGINEERING FIRM PROVIDh~G INSPECTIONS, TESTS, FILE SEARCH, D~rA AND INFORMATION
'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 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. '~'~~~ ~-~,,~ TelePhone
//
Engineer's Seal
DHEP APPROVAL
Appr°vedf°r 'l~°°~"~)bedroomsby ~/~' "~~ Date
Approved ~ Disapproved Conditional ~
Terms of Conditional Approval
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approval certificates based solely upon the representations gwen m paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does thi's as a courtb~y't0 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
?2-025 (~
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
,.~ ~4-4720
WELL DATA g ' '
Well Log Present (Y/N) Yield
Total Depth ~l~¢ Cased to /~ ~
Static Water Level
Casing Height Above Ground
Electrical Wiring in Cor~'duit (Y/N)
Separation Distances from Well:
Depth of Grouting /L,/~, ~., ~.
Pump Set At .~) t
Sanitary Seal on Casing (Y/N) ~
Depression Around Wellhead (Y/N) ~("'/
To Septic/Holding Tank on Lot
; On Adjoining Lots
To Nearest Edge of Absorption Field on Lot /
; On Adjoining Lots
To Nearest Public Sewer Line ,~,,/ /t~ To Nearest Public Sewer
Cleanout/Manhole
Water Sample Collected by
Water Sample Test Results
Comments
/'¢~,/J~¢' To Nearest Sewer Service Line on Lot
~.~,]. _ _~.~;~.4~,~.~ ;Date
B. SEPTIC/HOLDING TANK DATA
LJ./.--,..,~/-~'~ Size J"~-'~) No. of Compartments
Date
Installed
Standpipes (Y/N)· t',/~L¢/ Air-tight Caps (Y/N)
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
To Water Main/Service Line
Course /V~l~/~'~
,"¢5'
Foundation Cleanout (Y/N) ~
Date Last Pumped ~~'~
; for
Temporary Holding Tank Permit (Y/N) ./I,//./,'~'
To Building Foundation ~ //
To Disposal Field ~" ~'
To Stream, Pond, Lake, or Major Drainage
Comments
Page 1 of 2
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Instal led .¢::~/~,
Width of Field '~
Type of System Design '"7
Length of Field '~
Square Feet of Absorption Area
Depression over Field (Y/N)
Results of Last Adequacy Test
Separation Distance from Absorption Field:
To Water-Supply Well / ~..~IL /
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
Depth of Field
i.?Giravel Bed Thickness ~'~'
"~ ~-' Standpipes Present (Y/N)
Date of Last Adequacy Test
To Property Line
To Existing or Abandoned System on
; On Adjoining Lots ~'
To Cutbank (if present) /tM'lC) ,~,~'~
Comments
D. LIFT STATION
Date Installed ~ Dimensions
Size in Gallons ~ Manhole/Access (Y/N)
"Pump On" Level at ~ "Pump Off" Level at
High Water Alarm Level at ~ Vent (Y/N) .
Tested for ~ Pumping Cycles during Adequacy Test. Meets MOA
Electrical Codes (Y/N)~
Comments
** Check Permitted Bedroom Rating Against HAA Request
I certify that I hav/e check~d,/ve~ed, or conformed to all MOA and HAA guidelines in effect on the date of this inspection.
Signed ,,,'~_~//~ Date
Receipt No.
Date of Payment
Amount: $
Page 2 of 2
72-026 (11/84}
Engineer's Seal
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 .~/~z, ~-/'~' ~,
GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
Locati~Oress or diroc,2~
(b) Applicant Name~ '%~;f~ -- ~ l~ Telephone: Home ~-/~/~ Business
Applicant Address
(c) Applicant is (check one): Lending Institution~; Owner/builder []; Buyer []; Other [] (explain);
(d) Lendinglnstitution : _~u'~"'Ce.c~ ,Ir~o..~.~...~.~,Telephone
Address
(e) Real Estate Company and Agent IV//
Address
Telephone
(f)
Mail the HAA to the following address:
TYPE OF RESIDENCE
Single-Family [~ Multi-Family []
Number of Bedrooms ~
Other
WATER SUPPLY
Well~" Community [] Public []
individual
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
SEWAGE DISPOSAL "
Onsite'.~ Public [] Community [] Holding Tank [] .
.Note: If community weJl system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status,
Page I of 2 ' 72-025 (11/84)
5. ENG,!NEERING FIRM PROVID' / iNSPECTiONS, TESTS, FILE SEARCH, £ 'A AND INFORMATION
As cerhfled by my sea affixed hereto and as of the validation date shown below, I verify that my investigation of this Health
Authority Approval 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 ~f 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 ~ A.~,~v, ~, [~. ~'~;~e,~,,,v.~ Telephone ,~6 ~/-- ~'/"~) '~
Address ..c~_~. 0 (JJ~ ~i~ ~-'~'%-~"~"'/ ,~"~'~. ~ ~/~'.. ~.-'¢ ~'"4) ~
6. DHEP APPROVAL
Engineer's Seal
Approved for o~I¢-~/') bedroomsby ~ ~"~)' "~'~,-~'-"~' Date
Approved / Disapproved Conditional
Terms of Conditional Approval
~ ~(I Ve~(~ /~ ~&~c~tl.- ~e~.~~
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 cedificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the
professional engineer's work.
Page 2 of 2
72-025 (11/84)
WELL DATA
MUNICIPALITY OF ANCHORAGE (MO~-v
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST- FEBRUARY 1984
264-4720
Legal Description:
~lUNICIPALiTy OF ANCHORAG,,:
DEPT. OF HEALTH 8,
ENVIRONMENTAL. PROTECTION
Well Classification '~'~'~ I dAq-~' if A, B, C, D.E.C. Approved (Y/N) y
Well Log Present (Y/N) .. y Date Completed .4 i 2~ i i "7 8 Yield
Total Depth ~q 0 Cased to
Static Water Level [ C~O
Casing Height Above Ground ~ ~ ~1
Electrical Wiring in Conduit (Y/N)
Separation Distances from Well:
To Septic/Holding Tank on Lot
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line
Depth of Grouting .x,~/'~
Pump Set At
Sanitary Seal on Casing (Y/N)
Depression Around Wellhead (Y/N)
I O(:)J-Y- ; On Adjoining Lots
L,O¢ '~"~ ; On Adjoining Lots
To Nearest Public Sewer
I00
Cleanout/Manhole
Water Sample Collected by
Water Sample Test Results
SEPTIC/HOLDING TANK DATA
J~j A To Nearest Sewer Service Line on Lot
Date Installed '~ ~-~Y/'T¢ Size i~. ~-~, No. of Compartments
Standpipes (Y/N) \/ Air-tight Caps (Y/N) / Foundation Cleanout (Y/N)
Depression ove[ Tank (Y/N) ¢'-J Date Last Pumped '~ I i~"
Pumping/Maintenance Contract on File (Y/N) ~,~ ; for
Holding Tank High-Water Alarm (Y/N) J~ Temporary Holding Tank Permit (Y/N)
Separation Distances from Septic/Holding Tank:
To Water-Supply Well
To Property Line
To Water Main/Service Line ,. i/_+ i ' '.
Course
Comments
To Building Foundation
To Disposal Field 5
To Stream, Pond, Lake, or Major Drainage
Page I of 2
72-026(11/84)
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed
n
Width of Field
Square Feet of Absorption Area
Depression over Field (Y/N)
Results of Last Adequacy Test
Separation Distance from Absorption Field:
To Water-Supply Well
To Building Foundation 2 ~"
Lot AJ 0/O
To Water Main/Service Line '~'O ~'
To Stream/Pond/Lake/or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Type of System Design
!
Length of Field
Depth of Field
Gravel Bed Thickness
Standpipes Present (Y/N)
Date of Last Adequacy Test
To Property Line ¢..~ I
To Existing or Abandoned System on
; On Adjoining Lots
To Cutbank (if present)
AJO?O~''~
Comments
D. LIFT STATION
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at .~- ~ '
Tested for
Electrical Codes (Y/~) ......
Dimensions
_Mafihole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
Comments --'"""
** Check Permitted Bedroom Rating Against HAA Request **
I certify that I have checke~d, venf' i~d,~r conformed to all MOA apd HAA guidelines
Signed/~~~ Date
""-~::~~~'; /I, ~,~_ ' / ' /
Company ~,~-~, MOA No. -~* ~ ~ --
/
Receipt No. ~'~1
Date of Payment
Amount: $ /_¢
Page 2 of 2
72-026 (11/84)
in effect on the date of this inspection.
Engineer's Seal
~9 W. Benson Blvd.
Suite ~06
PENINSULA ENG G
Anehor~e, Alaska 90~03
(oo?)
April 22, 1986
Per Bjorn-Roli
9451 Buddy Werner Drive
Anchorage, Alaska
RE: Lot 11 Block 5 Prospect Heights
Health Authority Approval
Dear Mr. Bjorn-Roli
As per your request we have performed the adequacy test on your septic
absorption system and a flow test on your well on the above referenced
property.
The septic system was tested by adding 600 gallons of water to
absorption field on two consecutive days and monitoring the levels
the field and septic tank. The test results are tabulated below:
the
in
Quantity
Date Time Tank Cleanout Rate Added
4/16/86 0 13" 81~' 0 gpm 0 gals.
10 13 84.5 6 60
30 13 90 6 180
75 13 97 6 450
100 13 97 6 600 Well
Stpd
4/17/86
0 16~' 77" 0
10 16 79 5
30 16 84 5
35 16 84 0
0 16 83
5 16 97
10 16 106
4/18/86 0 ~-- 74
50 gpm
5O
5O
0
5O
150
155 Well
Stpd
155 By
405 Truck
655
The test results indicate that the absorption system is functioning
adequately for a four bedroom home.
The well flow test was performed on two consecutive days and the data
indicated that the well has a daily recovery rate of 150 to 200
gallons per day. This is substantially below the daily requirements
of 600 gpd for a 4 bedroom home. Due to the excessively deep well
with approximately 500 gallons of storage available within the well
casing, the well was found to supply 600 gallons the first day of
testing, but was only able to recover thereafter at 150-200 gpd.
Although this well may very well function adequately for your use it
does not meet the minimum requirements of the Municipality of
Anchorage for a 4 bedroom home.
If I can be of further assistance please call.
Sincerely,
y e Henderson, P.E.
WH:js
ONLY
OUT UPPER HAt'
Zip Code
JPhone
//
Realty Co. & Agent
Address
Legal Description
Street Location
Type of Residence
[~'"~in g le Family Z/
[] Multiple Family No. of Bedroon~s
[] Other
Water Supply ~, Individual
[] Community
[] Public Utility
Sewer Disposal ~ Individual
[] Public Utility
[] Holding Tank
Zip Code
Phone
Phone
ATTACH WELL LOG. A we~l Icg is required for all wells drilled since June 1975.
For wells drilled prior to that date, give well depth (attach Icg if available).
Year Individual Installed:
When Connected to Public Utility:
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
Time Time Time Time
Date Date Date Date
Inspector Inspector Inspector Inspector
Field Notes: ~,,~
{ ~) APPROVED BEDROOMS *CONDITIONS OF APPROVAL
( ) DISAPPROVED
( ) CONDITIONAL APPROVAL*
DATE
BY: . .
Soils Rating Date ~wer Inslalled Well To Absorption Area ~ e ~ Well Log Received
ALASKA P iUIROFImeF1TAL COF1TROL Se dlCe$, IRC.
~n§ineerinq 8 {~nuJponmenl~l $1ud[es
MARCH 31 1983
GORDON REESE
SRA BOX 2051-G
ANCHORAGE AK 99507
SELLER - GORDON REESE BUYER-
SUBDIVISION-PROSPECT HEIGHTS
BLOCK-5 LOT-ii
ADEQUACY TEST FOR SEWER SYSTEM
THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 462 SQFT.
THE SYSTEM IS CAPABLE OF ACCEPTING 600 GALLONS OF WATER PER DAY.
THE SURGE CAPACITY OF THE SYSTEM IS 1000 GALLONS.
BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A
4 BEDROOM HOME.
THE SEPTIC TANK WAS PUMPED ON 3/31/83 .
SEPTIC TANK ADEQUACY
THE EXISTING SEPTIC TANK VOLUME OF
THIS 4 BEDROOM HOUSE.
~_ nUFE~
1250 IS ADEQUATE FOR
1200 ~Uest 33rd Aucnu¢, Suite ~ ,, Anchoraqe. Alaska 99503 * (907) 276 1361
~.., ~ ..J A 3 ,qNC!'[ORAGE DEPT. OF HEALTH &
.:.;: ~;~- :. Dq~>AR¥;t,!E;~: I' OF }~F,c,L'~'i', & EigVtF;OF~MENTA[ PRO F:CTIO;ENVIRONMENTAL i~;~:Oi-ECTION
825 ~
-' " JAN 3 0 1979
Dt[-~SCq iO',qS; ~.o .,e,e ~ t parts on pr, ge ~. Incomplete eauests will not ba processed. Please allow ten (10) days for processing.
I
MAiLIr~G ADQ~ESS
U. "f YPE O;- R :,;1[.,~. CE NUIv]BER OF 8EDROOi¢,S
[_-] One E:J Four ',~_3 ();her
'" SiNGI E FAi,,~LY [~i Two [~_~ Five
_~ MUt_'I"IPI. E FA[viiL\'" '~J~' q'hi-ee _1~ Six
?. ~',.~A'¢EF', SUPPLY
·
IND!\,, [ D.,,L',u'~' * ATTACH WELL LOG. A well log is reqdirec! for al! wells drilJed
~J CC:'MM, UF!ITY since Jurie 1975. For wells chilled prior to that date,
~. ~W~AGE DId:POS:ti. SYS'I EM
"~ ~N: iV~DL AL. ION-Sr~:~" '"qf individu~!omsite, ~ive ins~,h~tion
If system is over two (2) ymsrs old an adequacy tcst is required
_~ PUBLIC UZII_ITY by this Dep~,rtment.
,-,,C , L. '¢1 .: INSF'ECTIOi'~ FEI:: MUST ACuOM¢/'~f~i' EAOtl REQUEST DEPQRE PF;OCESSING CAN BE tN!-i'II~TED.
TIIK'-; ~IDE FOi~ OFFICI/\L USE ONLY
INEPEC'F!ON APPO!N YMEN-FS
/
'~o;<V~ ...................................... I'5~TF ..........................
-~ ................................. ~ s
: IHSPRCTOR liN, PECTOR
DIRECTIONS:
TYPE OF RESIDENCE
SINGLE FAMILY
MULTIPLE FAMILY
i2. WA'¥ER SUP?LY
~-J INDIVIDUAL
~] COMMUN!TY
J ~ PUBLIC UTILITY
Connection Verified
3. SEWAGE DISPOSAl. SYSTEM
~INDIVIDUAL/ON -SITE
[~PUBLIO UTILITY
Connection Verified
l~]~Sel)tic 'l'auk or [] ltolding ?ank
Size; 3_ ~.~__~) If Tank is hornemacle
give
'-55F
TOTAL ABSORPTION AREA
4. DIS'FANCES
J L]O
ONE
TWO
PERMIT NUMBER
'n .q
DEPTH OF WELL
DATE DRILLED
NUMBER OF BEDROOMS
L~] THREE F_~J FIVE
~g] FOUR EEl SIX
LOG RECEIVED
PEIqK4IT NUMBER
DATE INSTALLED
[] OTHER
'-i-NSTA LI_ER
SOl L.S ,qATI NG
MANUFACTURER
MATERIAL
Septic/Roi(~,'ng T~{ion. Area [S'.'wer Line
INealest l.o'( l.i~e
5, COMMEN ¥8
CONDI'FIONAL APPRON/AL (h~ttet must accompany certificate)
[TJ DISAPPRO\!ED
DA I E ' I~Y (f~tla)