HomeMy WebLinkAboutWILLIAMSON BLK 1 LT 2Williamson
Block 1
Lot 2
#015-073-07
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP211473 PID Number: 015-073-07
Dwelling: ❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑ Upgrade
JEREMY HINSHAW
Site Address
5311 EAST 98TH AVENUE *ANCHORAGE, AK 99507
Phone Number of Bedrooms
907-351-1368 3
LEGAL DESCRIPTION
Block Lot
WILLIAMSON; BLOCK 1, LOT 2
rownship Range Section
ABSORPTION FIELD
❑ Deep Trench Al Wide Trench ❑ Bed ❑ Mound
❑ Other
Soil Rating Total depth from original grade
*5.0 GPD/SF 6.38 MAX) Ft
Depth to pipe invert from original grade Gravel depth beneath pipe
SEE DWG. Ft. 0.52 Ft.
Fill added above original grade Gravel length
SEE DWG. Ft. 26.5 Ft.
3ravel width Beds: Number of Lines Distance between lines
SEPARATION
DISTANCES
5 Ft.
'
- Ft.
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
125+ Ft2
1
-
Well
*50r+
*50r+
25'+
TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer Capacity
EXISTING Gal.
Surface Water
*50'+
( *50++
Material �. Number of compartments
Lot Line**
1 0'+
1 0�+ I
NA
--"'/
FoundationI
10�+
10�+
LIFT STATION
Manufacturer
Capacity
Remarks *AWWTS **5'+ TO DECK POST INFILTRATOR 540 Ga
Alarm location Electrical installed by
REMOTE CAPSTONE
PIPE MATERIAL House to tank EXISTIN drainfield Tank to
Installer D3034
A+ HOME SERVICES Drainfield D3034 CO/MTD3034
Inspector GEG AND MOA BENCH MARK (Assumed elevation) 100.00 ft
Inspdection 15` 1/18/22 2nd 1/20/22 Location and description
31d 1/20/22 4`h 1/20/22 BOTTOM OF TRIM AT NW CORNER
ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp
t =1 oboo�p
Conditional Approval: Date ooP�� ff: ' �IS,4�o
�......./ .............:....�
Je frey rness,
Septic System �vr�-C,>�
Approved �,C� _ Date
�iE
.�f.�
Note: this approval does not include well permit requirements. aAEcc 44��00fesoo0Q�
:v 05/02/18)
PERMIT NUMBER: PARCEL ID NUMBER:
OSP211323 RECORD DRAWING 015-073-07
A B
DBL1 36.7 52.9
DBL2 37.7 53.6
FD 38.3 54.2 WILLIAMSON #1; BLOCK 1, LOT 15
MH1 39.0 58.8 _
VP1 26.1 51.4
Al 21.9 48.5
VP2 17.9 46.5
C01 15.0 44.3
MTI 13.3 43.1
CO2 26.4 34.4 APPROXIMATE LOCATION OF
MT2 27.3 35.4 EXISTING LOG CRIB
NOTE: PIPE LOCATIONS ARE
SHOWN PER GEG SHOTS
TAKEN WITH LEICA DISTO /
S910 LASER DISTANCE
METER. SWING -TIES TO
HOUSE CORNERS WERE MEN(
GENERATED IN AUTOCAD. 10 VS\oI epSE
0 \�
NEW IM -540 INFILTRATOR SEPTIC 1 /
TANK UTILIZED AS LIFT STATION
F
DBL1&2
EXISTING CONCRETE TANK MH1 0 STI MT 02
SHED
NEW N3500 TREATMENT POD
G
A
� PATIO �
WILLIAMSON; BLOCK 1, LOT 3 GEG T
NEW DRAINFIELDJ EXISTING 3
BEDROOM HOUSE
\ 50' WELL RADIUS /
SHED
lks 1111111
7-77=7" , ,_ . m ._. . _.
GROUP,;.....:... ............. .... .... ...,
ENGINEERING�SAL€S�CONSULTING .,, � �. _,..,a
3701 E. TUDOR ROAD SUITE 101 - ANCHORAGE, ALASKAPHONE (907) 337-6179 - WEBSITE: w .gamessengineenng wm /( .......... . .
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:% - ire . i nesse•:• /
JEREMY HINSHAW 907-351-1368 2 OF 3 ��� ?�, E-7953 a
PROJECT/LEGAL DESCRIPTION: DRAWN BY: •� •
WILLIAMSON; BLOCK 1, LOT 2 D.J.G. �t� .. •''•pp'�����tUJ�f�� 4W
TYPE OF WORK: DATE: LICENSE t,4141k\siL`—�•�
SEPTIC SYSTEM RECORD DRAWINGS 1/24/2022 #AECC884
TANK AND TREATMENT POD
FROM CONCRETE SEPTIC
DRAINFIELD
IM -540 INFILTRATOR TANK - USED
AS RE -CIRCULATION TANK
COMMENDED FLOAT SETTINGS
(FROM BOTTOM OF TANK)
-OR-D
E
;'JH WATER ALARM
4W LEVEL CUTOFF (ON/OFF) 28'
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V� s SHANE A. HOLT..-
LS-6914
OLT LS$914 a` 4
ooapr°Tesslona� 4qc
�O�QQQa�o
TNF INFCIRMA 370H HEREON IS FOR THE USE OF LENCMG WS?TFUnoNS.SPECtFIC&Ly TD SNdNANY
CLWFLrCFS BETN@EN EMSRAG STRUCTURES AND PLA77F11 WT UNES N+AYYF EASENEVFS AND tS
NOT TO BE USED FOR P05rWYING ADDOWNAL S TRUCTjMES- WPROVEAIENn, OR FENLELINES.
EASE14ENT5 OF REOLIRD OR OTHER RfGHTS pF WAY, OR ANYaMTr NOT ON THE RECORD PLAT
ARE NOT,%WWk HEREW UNLESS NOTED.
NOTEPENCEUMES THA TAIAY APPEAR ON TW DRAM% ARE MOT FO BE uSED TD AETERMNE
PROPERTY RHES OR POSITION ADOOPONAL IAHPROVEAIENT$
ANYPAVIK SHOWN NEREOM AU YEE APPRO7fWATE DUE T4] EXCESSIVE SNOWAMMi RICE.
AS-SUILTSURVEY I" =20,
NO CORNERS SET THIS DATE
I HEREBY CERTIFY THAT I HAVh PERFORMED A SUR VP
OF 7HEFOLLOWING AESCReW PROPERTY
SOT 2, 3LOCK 1• WXUAMSON SUB j PLAT 70.38)
ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE
VISIBLE IMPROVEMENTS WTVA TED MEREONARE WITHIN
THEPROPERTY UNES AND NO VWLE ENCROACHMENTS
E yf S T OTHER THAN NOTED.
DATEOATANCHORAGEALASKA THIS 24 7H DAyOF
J.ANUA.W • 2022
15187, F8 Ji;S� ]JP -26
HOI f L AND SUR%,FY1N6
9309GROVFR i RPWE
AAVCHORAGE,AIC 4+_�•507
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
poBox 1mm50 4700 Elmore Road
Anchorage, Alaska eea19-M6on pom"o: 904 Fax: (907) 343-7997
Permit Number: OSP211473
Work Type: Septic Upgrade
Tax Code Number: 01507387000
Site Legal Address: WILLIAMSON BLK 1 LT 2 G:2437
Site Mailing Address: 5311EUOTHAVE, Anchorage
Owner H|NSHAVVJEREMY L&TIFFANY R
Design Engineer: GARNESSENGINEERING GROUP LTD
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
11/3V2O21
11/3)/2022
2Disposal Field 2Septic Tank ElHolding Tank 0 Privy 11 Private Well OWater Storage
All construction shall beinaccordance 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 (18AAC08)
3. The wastewater code requires inspections during the installation. The engineer shallnotify the Development
Services Department per AMC 15.G5.Provide notification bycalling (907)343-7Q04(24/7'
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall beeither:
n. Opened and Closed onthe same day, or
b. Covered, sealed, and heated toprevent freezing
Special Provisions:
1)Analternative means and methods has been granted toutilize a CAT III application rate for the Ouonics
�
system based on the engineer's justifications and the fact that there is 2 ft separation between seasonal high
�
groundwater and bottom nfthe 2ftsand layer.
double cleanout shall be provided downstream the existing concrete septic tank, as shown on the profile
Issued By: Date-,
3
tZ.� :a ai.... �.s .'� ^�✓'3 .� 3 vxa `,3 '+�� f �Y .., 53 a F':s._' JR 5�.i
'4 -
Development Services Department Phone: 90 X34
3-79
On -Site Water & Wastewater Section Fa,:. 907-343-79
ON-SITE SEPTIC/VVELL PERMIT APPLICATION
Parcel I.D. 015-073-07
Property owner(s) Jeremy & Tiffany Hinshaw
Mailing address 5311 East 98th Avenue *Anchorage, AK
Site address 5311 East 98th Avenue *Anchorage, AK
Legal description (Sub'd., Block & Lot) Williamson; Block 1, Lot 2
Legal description (Township, Range & Section)
Lot Size
Sq. Ft.
APPLICATION IS FOR
(® all that apply)
Absorption Field
n
Septic Tank
Single Family (SF) 0
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
Day phone 907-351-1368
Number of Bedrooms 3
APPLICATION IS AN:
TYPE OF DWELLING:
Initial ❑
Single Family (SF) 0
(w/wo ADU)
Upgrade Q
D ❑
Duplex (D)
Renewal El
Multiple Dwellings ❑
(SF and/or D)
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: Jr� 5 Waiver Fees:
Date of Payment:// llalh I Date of Payment:
Receipt Number: 0 7 H 7 S (,= Receipt Number:
Permit No. _ D SP A 1 1 y 7 3 Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211473, Rebecca Carroll, 11/30/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211473, Rebecca Carroll, 11/30/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211473, Rebecca Carroll, 11/30/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211473, Rebecca Carroll, 11/30/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211473, Rebecca Carroll, 11/30/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211473, Rebecca Carroll, 11/30/21
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A
MUNICIPALITY OF ANCHORAGE
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this V-1 Day of C of 20� by and between
�1 1�► 4.nV �4ivks nq w __, herein the "OWNER,,, and the Municipality of
Anchorage, herein the "MUNICIPALITY,,, in accordance with Anchorage Municipal Code
(AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced_ Wastewater 'Treatment Systems. The Municipality grants permission to the
Owner to utilize and operate anAdvancedWastewater Treatment System (AWWTS), fl
described as � ti cS u Ca ce
located at (legal description)
o, -5&P, V�1 L�-
2. Maintenance Repairs and Alterations.
(Owner is required to read, understand and initial each section)
t
Throughout the term of this Agreement, the Owner shall enter into a service agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
manufacturer's representative. The AWWTS shall be maintained in a satisfactory
condition capable of performing as designed and producing treated septic effluent in
accordance with the equipment's approval for operation in the Municipality.
Lr—
It shall be the responsibility of the Owner during the term of this Agreement to pay for all
repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This
includes an annual maintenance fee (typically $400 to $600).
Owner agrees that only maintenance and repair personnel approved by the Municipality
or the manufacturer's representative will inspect and make any necessary maintenance,
repairs or permitted alterations to the system.
Owner acknowledges that regular maintenance of an AWWTS reduces the potential
failure of the system, which could include sewage backup and costly repairs or drainfeld
replacement.
(rev. 05/18/2018) Page I of
�J �� Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
Owner acknowledges that the fine for failing to maintain and repair an AWWTS maybe
assessed in accordance with AMC 14.60.030.
JM Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
Owner agrees that any sale or transfer of title of the property will not occur without a new
Certificate of On -Site Systems Approval.
' Owner agrees that the AWWTS installation and maintenance requirements as provided
by the AWWTS vendor/installer and approved by the Municipality are the governing
guidelines for the construction, maintenance and repair of the Owner's AWWTS.
Owner agrees to maintain remote monitoring of the AWWTS as required by the
AWWTS approval.
3. Term. The term of this Agreement shall begin on the date of approval by the
Municipality to operate the installed system, or upon transfer of title, and shall continue
while the AWWTS is operational or until title is transferred.
4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this
Agreement shall in no way constitute a waiver of the provisions, nor in any way affect
the validity of the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof.
5. Amendment. This Agreement shall only be amended by authorized representatives of
the Owner and Municipality. Any attempt to amend this agreement by either an
unauthorized representative or unauthorized means shall be void.
6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be
brought in the Superior Court for the Third Judicial District of the State of Alaska at
Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the
parties under this Agreement.
7. Severability. Any provisions of this Agreement decreed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of 3
(signature) Date:
to, —Fganq li� (Print name)
OF ALASKA
)ss.
THIRD JUDI�L DISTRICT
The foregoing instrument
20, by
NOTARY PUBLIC FOR ALASKA
My Commission expires:
before me this — day of
MUNICIPALITY: /Y A
By: (signature)
1(—(Print name)
-Se-le AAHachrnent
Tsar Notary Seal
g
2-
!
Date: If[ 1)
7,ZP-2(
Title:
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189
Y�G.�wr
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the
document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California 1,, )
County of t wDmAo I ,,
On QQ� rte—,( ,% � before me, � iLY �}-TY)Tu y TUV M. , Lw
Date �" Here Insert Na and Title o th�s'ce' r
personally appeared r\t—) lk
Name(s)of Signer(s)
who proved to me on the basis of satisfa-cMry evidence to be the person(s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same in
his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s),
or the entity upon behalf of which the person(s) acted, executed the instrument.
AMBER ABREU
U COMM. # 2375739
(� •• ; NOTARY PUBLIC • CALIFORNIA
SHASTA COUNTY C>
COMM. EXPIRES SEP. 2I, 2025'`
certify under PENALTY OF PERJURY unqer the laws
of the State of California that the for in paragraph
is true and correct.
WITNESS my hand and official
Signature
Signature of Notary Public
Place Notary Seal Above
OPTIONAL
Though this section is optional, completing this information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document.
Description of Attached Do ument
Title or Type of Document: 116 w�s�
Document Date: a `
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Na e:
ElCorporate icer — Title(s):
❑ Partner — Fix ited ❑General
❑ Individual Attorney in Fact
EJ❑ Trustee ardian or Conservator
❑ Other:
Signer Is Representing:
�-m ckj r4 e, Ko vaAri, S
Number of Pages: P0_I r
Signer's Name:
❑ Cor rate Officer — Title(s):
13 Partner ❑ Limited ❑ General
❑ Individual\ ❑ Attorney in Fact
❑ Trustee — Guardian or Conservator
E) Other:
���sss
Signer Is Representing:
02015 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTA13Y (1-600-876-6827) Item #5907
GRE; 'TR ANCHORAGE AREA BOR IGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
��pp
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAMEER/e l"(7E- I zscl-/
MAILING ADDRESS .$LV/ &x `7654 PHONE SCEW -6S 16
LOCATION. d . get Of -re 6/IteN
LEGAL DESCRIPTION kr a <,zx / WL/e'/p�n.s,,J h
SEPTIC TANK:
DISTANCE
FROM WELL /�'/
INSIDES LENGTH
TheeTS A3nar3 .specs, P&t,aso CQf?&r *77TH '1 W/ ,.,STLtt /Celle Fnlecccpvv
[�riErLES ORtikci": 21,o" /NLCT 310p 1(
FRo.n A, oma'» NUMBER OF
MANUFACTURER .4-67)C/?IAMB MATERIAL 1.D/1CieTC COMPARTMENTS
(
INSIDE WIDTH '177
/
/
LIQUID DEPTH 5 LIQUID CAPACITY. 4 D GALLONS.
SEEPAGE PIT:
1
NUMBER OF PITS 7 DIAMETER OR WIDTH /8 LENGTHDEPTH DEPTH /0
//,/
LINING MATERIAL °venth _ CRIB SIZE: DIAMETERXAJ DEPTH /6 DISTANCE FROM: WELL /00
BUILDING FOUNDATIION,50 NEAREST LOT LINE <)471
TOTAL EFFECTIVE
ABSORPTION AREA (WALL AREA) -73. SQ. FT.
ADDITIONAL ABSORPTION
WELL:
TYPE -CAM/V.
BUILDING
CONSTRUCTION & Gia3//40 , eale.o( DEPTH cQ /6/
NEAREST
FOUNDATION Jo '"f"" LOT LINE /0
CESSPOOL _ OTHER SOURCES
APPROVED
DISAPPROVED
DISTANCE FROM:
NEAREST I SEPTIC 7 SEEPAGE /
SEWER LINE /O -( TANK /b0 i SYSTEM /00
REMARKS
DISTANCES:a.s , hlLm
INSTALLED BY• /)f p//C/JNT'
�/17/ke
PIPE MATERIAL•iaLea4 ///O%"V
LOT SLOPE: C
REMARKS: //02h1 SOLE [D✓Jt
Form No. EQ.031
DIAGRAM OF SYSTEM
/
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seoct-
R
8.� fool --710
1 Aa
a
aotittar
wefi
DATE '//o / 7 ¥ APPROVED .L ' .R C. gaol-12vJ
G.A.A.B.
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT or ENVIRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE:, ALASKA 99503
TELEPHONE 274-4561
;.�/ , , /11
7/
SEWAGE DISPOSAL SYSTEM =- APPLICATION AND PERMIT
PERMIT NO
NAME OF APPLICANT .� e- ZS e/7 -�/O� MAILING ADDRESS
70 INSTALLATION LOCATION i
SAY-? /6/ / PHONES%q &5%
LEGAL DESCRIPTION g/ j', 6 ////nnogo, Si)
r.
INSTALLATION OF: SEPTIC TANK _ SEEPAGE PIT n DRAIN FIELD _, OTHER
TYPE AND SIZE OF FACILITY TO BE SERVED J ✓) A/C • S//V9 /F /42-71/1/2/
/1/2/ /y //,I(u/(��
FINANCED THROUGH - TO BE INSTALLED BY ^ Sri - ' /iSelo c ."e�(tat_
SOIL TEST RESULTS � NOTE: THIS PERMIT ISNOT VALID WITHOUT SOIlr'FES'G_
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.
SEPTIC TANK SIZE/000 4/i
TYPE Z SEEPAGE AREA SIZE//)L�1/i.)/F TYPE
MINIMUM DISTANCES. REQUIREMENTS
deC /
FOUNDATION TO SEPTIC TANK //,,^��
FOUNDATION TO SEEPAGE PIT (.gyp DRAIN FIELD
SEPTIC TANK TO SEEPAGE PIT WALL +
/.5
/ / Y
SEPTIC TANK SEEPAGE PIT ES-20DRAIN FIELD
TO NEAREST LOT LINE. r
WELL TO SEPTIC TANK _ /10 0 SEEPAGE PIT _./Ob
DRAIN FIELD /O0 ALSO CONSIDER AREA WELLS.
r
WATER MAIN TO SEPTIC TANK
/0 r
SEEPAGE PIT /0
DRAIN FIELD
le
SEPTIC TANK. /QO . SEEPAGE PIT
TO RIVER, LAKE. STREAM.
tit e
DRAIN FIELD /0 0
CAST IRON INTONA D OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATLON-SFEFT_INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
OI
LICENSED 1 SIGNER
DIAGRAM OF SYSTEM
1 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE. AREA BO eLjtR
DESCRIBED SYSTEM 15 IN ACCORDANCE WITH SAID CODE.
DATE
.5/67`7%
FORM NO. EO -016
APPLICANT'S SIGNATURE
It
NANCE: NO. 28-68 AND THAT THE ABOVE
GREATER ANCHORAGE AREA BOROIJG'
Department of Environmental Qua ,y
3330 "0" Street
Anchorage, Alaska 99503
SOILS L G PEROLATION TEST
Performed for ER/C Pot Z s c Date Performed 6/'2-'r/7`l
Legal Description: L o 7— 0 Lo_cAL "Ai, /him so, c, 6ehiari tN
Percolation test
This form reports: Soils log
Depth
Feet
1-
�„- ecJ .56O - 730
5 --
6 - - sa
,,I9us %`/o /D (cion
R Se eg,6e cvtae 1
9-
1i 30
Was ground water encountered?/t/Q If yes, at what depth? -
SJOpe
alit) � C r v
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
Percolation rate minute.
Proposed 1nstal1anon: Seepage Pit Drain Fi e Id
Urpth of Inlet 2 r _ Depth to t ottom of pi t or trench
COI;PIENTS: /.3q_�y•- '� sievit (Aye 4:41---raze-4A-4-4e. i /` oght_
/U o 6 to li-rre-4_ o c,nd fcc -fie .ems
Performed By: i _ Th q -t - _-Certified By:,!0a} %�.�p;v�v Date: (� 2517
EQ -040 (6/74)
M -W DRILLING INC.
P.O. BOX 10-378
ANCHORAGE. ALASKA 99511
PHONE 349-8535
NAME
ADDRESS
f-/4,17/fr
J.:- 9. Y4
CITY
LEGAL DESCRIPTION
LEGAL OWNERS
BANK OR LENDING INSTITUTIONS CURRENTLY HOLDING DEED OF TRUST
HOME PHONE WORK PHONE
INVOICE No 21 2 5
DATE
CITY.
MATERIALS
UNIT
PRICE
AMOUNT
TOTAL MATERIALS
WELL NUMBER DIAMETER DEPTH STATIC LEVEL, GPM
_42✓ eh
PUMP MAKE H SETTING
VOLTS
asien, o4 Lao
SERIAL NUMBER MODEL SCREEN LENGTH
DRAWDOWN
PHASE
AMP RATE
SLOT SIZE LINER/SCREEN
DESCRIPTION OF WORK
DATES
ch
coo/ aut ihfiuN R N
7g" y <<faal Sc 7 6,3
7 h',f
1� ,/7_3`
All charges shall be paid in full within ten
days unless other arrangements are made
prior to drilling. The customer shall pay im
terest at the rate of 11/2%o per month on any
amount not paid within ten days. Failure to
pay may result in a lien against the property.
WO-KMAN
r + r
IN
i I 1
OUT
' go
LABOR
HOURS
:
RATE
e_e
/570
J
D 'I
MATERIALS [FROM ABOVEI
OTHER CHARGES
CUSTOMER SIGNATURE
PAY THIS AMOUNT --Ow/
J ✓
C%
Municipality of Anchorage
On -Site Water and Wastewater Program =
(907) 343-7904 5A F E T T
Certificate of On -Site Systems Approval
Parcel I . D. 015-073-07
1. GENERAL INFORMATION:
Expiration Date: 3 — I S Z (9 ZZ
Complete legal description WILLIAMSON; BLOCK 1, LOT 2
Location (site address) 5311 EAST 98TH *ANCHORAGE AK
Current Property owner(s) TIFFANY HINSHAW Day phone 907-351-1368
Mailing address
Real Estate Agent Day phone
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS:
3
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
®
Individual
Individual Water Storage
❑
Holding Tank
❑
Community Class Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
WaiverNariance request for: Distance:
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ �T�D + $� )_ 9 O
Date of Payment 3/a D 21
Receipt Number 0 0 q 65 6
COSA # bSC 21 1 '111
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.
Name of Firm: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179
Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507
Engineer's Printed Name: Jeffrey A. Garness Date: 1 2 Z/
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system
in accordance with the guidelines and regulations established by the Municipality of Anchorage and
industry practices. The reported results describe the condition of the system/s on the date/s of the
evaluation. Separation distances were measured to readily identifiable features. Hidden defects or
encroachments may exist that were not identified during the evaluation. The operational life of all wells
and septic systems depend upon a variety of variables, including but not limited to, soil conditions,
groundwater levels (that may fluctuate during the year), quality of construction (materials and
workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the
system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of
the well or septic system. GEG makes no representation whether an alternative well or septic system
can be installed on the property in the event either of the current systems fail to perform adequately in
the future. The content of this report is for the sole benefit of the person/party that retained GEG to
perform the evaluation. Reliance upon the information provided in this report by any other person or
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right
whatsoever. (((ttf7Y
6. DSD SIGNATURE
System #1 Approved for
System #2 Approved for
Disapproved
Conditional approval for
3 bedrooms
bedrooms
bedrooms, with the
Uu X-k1[,V
\'r QTY OF
=G
ON-SI7
'�/eAECC884
i
i
C,So rte'
WATER AND m
� m WAST'-V"ATER Z:Z
PROF.A
116fr stipula tons Jam`
P vud p v aS1 ant itd 1/.2 ral A O22
-- Original Certificate Date: 3
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 Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other __
COSA Checklist
Legal Description: WILLIAMSON; BLOCK 1, LOT 2
If more than 1 septic system on lot: COSA Checklist #
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Date drilled 1974 (')
Total depth 267 ft
Cased to U N K ft
0 Sanitary seal is functioning correctly
❑■ Wires are properly protected
Casing height (above ground) 12+ in.
Date of flow test for COSA 9/18/21
Static water level at beginning of test 256.6 ft.
Comments
B. TANK DATA
Age of tank(s) 47 years
Tank type/material SEPTIC/CONS
Measured operating fluid level in septic tank 60
0 Standpipes/foundation cleanout per record drawing
Date of pumping 6/4/2021
D. ABSORPTION FIELD DATA
Which system tested (date installed) NEW
❑■ ALL standpipes present per record drawing
Total measured depth from grade 6.4 ft (max)
Measured depth to pipe invert from grade 5.73 ft (min)
❑ N/A — pressurized field
0 Monitor tubes go to bottom of effective. If not, state
depth into effective
Parcel ID: 015-073-07
of Structure served by this system
Well production at time of test 4.2 gpm
Water storage tank volume N/A gallons
Well disinfected for coliform test? ❑ Yes R No
V Coliform bacteria is Negative
Nitrate 0.57 mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L ❑■ Arsenic less than MRL (ND)
Collected by GEG
Date of Sample 9/10/21
C. LIFT STATION
0 Required maintenance completed
Age of lift station NEW years
Lift station material PLASTIC
Comments:
Adequacy test date -
Results Q✓ Pass For 3
Fluid depth prior to test _
Water added " gal
New depth in
Elapsed time min
bedrooms
ID
X Code -required soil cover over field Final fluid depth - in
❑ System presoaked Absorption rate 450+ gpd
(Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N/A
date of test) N/A If yes, enter date
Gallons introduced gallons
Comments/Deficiencies:
COSA Checklist yellow sheet
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'
**50'+
Community Sewer Manhole/Cleanout > 100'
❑ Yes
if No
ft
r7v Yes
if No ft
Neighboring Tank > 100' M Yes
if No
ft
Private Sewer/Septic Line > 25' 0 Yes
if No ft
Absorption Field on Lot > 100' F-1 Yes
if No
**50'+ ft
Holding Tank > 100' 0 Yes
if No ft
Neighboring Absorption Fields > 100'
Yes if No **50'+ ft
Water Main > 10'
Animal Containment > 50' F-11 Yes
if No ft
F-11 Yes
if No
ft
✓Q Yes if No ft
Water Service Line > 10'
Q
Yes
if No
Manure/Animal Excreta Storage > 100'
If septic tank is under driveway comment below
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'
E✓ Yes if No **50'+ ft
Property Line > 5'
Q
Yes
if No
ft
Wells on Adjacent Lots:
Absorption Field > 5'
Q
Yes
if No
ft
Private Wells > 100'
Yes if No **50'+ ft
Water Main > 10'
Yes
if No
ft
Community Wells > 200'
✓Q Yes if No ft
Water Service Line > 10'
Q
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' M Yes if No ft If absorption field is under driveway comment below
Property Line > 10' 0 Yes if No ft Wells on Adjacent Lots:
Water Main > 10' Q Yes if No ft Private Wells > 100' Yes if No **50+ ft
Water Service Line > 10' Yes if No ft Community Wells > 200' ❑✓ Yes if No ft
Surface Water > 100' Q Yes if No **50'+ ft
F. ENGINEER'S COMMENTS
*Assumed 100'+ from well on Williamson, Block 1, Lot 1 to log crib on subject lot
**50'+ TO SEPTIC TANK AND NEW DRAINFIELD SERVED BY AWWTS - 100'+ TO "CONVENTIONAL" SEEPAGE PIT ON LOT
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and review
of Municipal records that the above systems are in conformance with
MOA COSA guidelines in effect on this date.
COSA Checklist yellow sheet
�. �'•. CV -7953
#AECC884
Parcel I . D. 015-073-07
CoNJ�
Municipality of Anchorage
On -Site Water and Wastewater Program
(907) 343-7904
Certificate of On -Site Systems Approval
0JV
S A F r T Y
Expiration Date: �3 ` / 5- Z d Z�
1. GENERAL INFORMATION:
Complete legal description WILLIAMSON; BLOCK 1, LOT 2
Location (site address) 5311 EAST 98TH *ANCHORAGE, AK
Current Property owner(s) TIFFANY HINSHAW
Day phone 907-351-1368
Mailing address
Real Estate Agent —
Day phone
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well ®
Individual
Individual Water Storage ❑
Holding Tank ❑
Community Class Well ❑
Community ❑
Public Water System ❑
Public Sewer ❑
Waiver/Variance request for: Distance:
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ �2 �'o + .9� a 9 C)
Date of Payment 2 (30202 I
Receipt Number. Q Q Y 6 56
COSA# OS 21 1 '111
Waiver Fee $
Date of Payment
Receipt Number
Waiver #
0S6
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.
Name of Firm: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179
Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507
Engineer's Printed Name: Jeffrey A. Garness Date: 1 z .;3 Z/
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system
in accordance with the guidelines and regulations established by the Municipality of Anchorage and
industry practices. The reported results describe the condition of the system/s on the date/s of the
evaluation. Separation distances were measured to readily identifiable features. Hidden defects or
encroachments may exist that were not identified during the evaluation. The operational life of all wells
and septic systems depend upon a variety of variables, including but not limited to, soil conditions,
groundwater levels (that may fluctuate during the year), quality of construction (materials and
workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the
system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of
the well or septic system. GEG makes no representation whether an alternative well or septic system
can be installed on the property in the event either of the current systems fail to perform adequately in
the future. The content of this report is for the sole benefit of the person/party that retained GEG to
perform the evaluation. Reliance upon the information provided in this report by any other person or
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right
whatsoever.
Yt OF ��ECC884
G �
bedrooms J- ON-SITE
bedrooms WATER AND R'
m WAST'=v 'ATER z
PROC�F,
bedrooms, with the follwii� stipula lonsA
�
�ii�.15�\���
er ness: •
vj
CIE 795
ILI
do����pr0 f elssiona
6. DSD SIGNATURE
System #1 Approved for
System ##2 Approved for
Disapproved
Conditional approval for
�— 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 Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
Legal Description: WILLIAMSON; BLOCK 1, LOT 2
If more than 1 septic system on lot: COSA Checklist # of
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Date drilled 1974 ")
Total depth 267 ft
Cased to UNK ft
❑ Sanitary seal is functioning correctly
❑ Wires are properly protected
Casing height (above ground) 12+ in.
Date of flow test for COSA 9/18/21
Static water level at beginning of test 256.6 ft
Comments
B. TANK DATA
Age of tank(s) 47 years
Tank type/material
Measured operating fluid level in septic tank 60
❑ Standpipes/foundation cleanout per record drawing
Date of pumping
D. ABSORPTION FIELD DATA
Parcel ID: 015-073-07
Structure served by this system
Well production at time of test 4.2 gpm
Water storage tank volume N/A gallons
Well disinfected for coliform test? ❑ Yes ❑ No
❑ Coliform bacteria is Negative
Nitrate 0.57 mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L ❑ Arsenic less than MRL (ND)
Collected by GEG
Date of Sample 9/10/21
C. LIFT STATION
❑ Required maintenance
Age of lift station
Lift station materla�
Which system tested (date installed) (5'74
Adequacy test date **
❑ ALL standpipes present per record drawing
Results ❑ Pass For 3 bedrooms
Total measured depth from grade I 1 - 'L ft (max)
Fluid depth prior to test ** in
Measured depth to pipe invert from grade ft (min)
Water added ** gal
❑ N/A — pressurized field
**
❑ Monitor tubes go to bottom of effective. If not, state
New depth in
**
depth into effective '
Elapsed time min
❑ Code -required soil cover over field
Final fluid depth ** in
❑ System presoaked
Absorption rate ** gpd
(Required if vacant for greater than 30 days prior to
Any rejuvenation treatment (past 12 months) NIA
date of test)
Gallons introduced gallons
If yes, enter date
Comments/Deficiencies: "THIS IS A CONDITIONAL COSA - SEE APPROVED DESIGN IN MOA RECORDS
COSA Checklist yellow sheet
(IM
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
if No
Community Sewer Manhole/Cleanout > 100'
FJ Yes
if No
ft
r 7v Yes
if No ft
Neighboring Tank > 100' Cj Yes
if No
ft
Private Sewer/Septic Line > 25'[E] Yes
if No ft
Absorption Field on Lot > 100' [j Yes
if No
ft
Holding Tank > 100' Yes
if No ft
Neighboring Absorption Fields > 100'
if No
ft
Animal Containment > 50' Q Yes
if No ft
P-1 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
P1 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'
Q Yes if No ft
Property Line > 5'
0 Yes
if No
ft
Wells on Adjacent Lots:
ft Community Wells > 200' Yes if No ft
Absorption Field > 5'
Rl Yes
if No
ft
Private Wells > 100'✓[J`
Yes if No ft
Water Main > 10'
M Yes
if No
ft
Community Wells > 200'
M Yes if No ft
Water Service Line > 10'
Q 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_
ft Wells on Adjacent Lots:
Water Main > 10'
Q Yes
if No
ft Private Wells > 100' [j Yes if No * ft
Water Service Line > 10'
M Yes
if No
ft Community Wells > 200' Yes if No ft
Surface Water > 100'
Yes
if No
ft
F. ENGINEER'S COMMENTS
'Assumed 100'+ to well on Williamson, Block 1,
Lot 1. New septic system will be a CAT 11 AWWTS.
G. ENGINEER'S CERTIFICATION o� OF
l certify that I have determined through field inspections and review
of Municipal records that the above systems are in conformance with 4 T y*
MOA COSA guidelines in effect on this date. . , .. . • , ... ....... • • • : _
r. .........
e y Gorne s.
a CE -95
e `c
COSA Checklist yellow sheet 0 a P �o\ o
_ ofess!o a
#AECC884
December 7, 2021
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Conditional COSA for Williamson; Block 1, Lot 2
To whom it may concern:
The subject lot is served by a private well and septic system. The existing drainfield is in need of
replacement. A design has been approved by the MOA and the owner has received three bids for the
replacement. The bids are attached, and we are proposing to have the new septic system installed in
January 2021, after closing of the sale. At this time, we are applying for a conditional COSA. Attached is
the conditional-COSA paperwork. The existing drainfield is functional and should meet the needs of the
new residents until the septic upgrade is performed.
If you have any qugstions, please contact us at 337-6179. Thank you for your assistance.
Garne°ssr .E., M.S.
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
'R �i__
.... ...u8nics
GARNESS
a
ENGINEERING GROUP9 Ltd
ENGINEERING SALES CONSULTING
xx
December 7, 2021
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Conditional COSA for Williamson; Block 1, Lot 2
To whom it may concern:
The subject lot is served by a private well and septic system. The existing drainfield is in need of
replacement. A design has been approved by the MOA and the owner has received three bids for the
replacement. The bids are attached, and we are proposing to have the new septic system installed in
January 2021, after closing of the sale. At this time, we are applying for a conditional COSA. Attached is
the conditional-COSA paperwork. The existing drainfield is functional and should meet the needs of the
new residents until the septic upgrade is performed.
If you have any qugstions, please contact us at 337-6179. Thank you for your assistance.
Garne°ssr .E., M.S.
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
MUNICIPALITY OF ANCHORAGE
ADVANCED WASTEWATER TREA,rMENTSYSTEY1
NMAINT FNANC E AND REPAIR AGREEMENT
TI IIS iMAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
New Owner: entered into as of this V9 Day of _�)QvfmTR, of 20 Z , by and between
Zachary Kirk
& Deborah Stojak '^'�l1 ' w . herein the "OWNER.., and the Municipality of
Anchorage. herein the "MUNICIPALITY.., in accordance with Anchorage Municipal Code
(AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced �!':ast:cya►ter "I'rs attrnent Sys€cuts. The Municipality grants permission to the
Owner to utilize and operate anAdvancedWastewater Treatment System (AwWTS).
described as vcv, c S a a
-
located at (legal description)
_'. :►inten:encc,
Repairsand Alterations.
(Owner is required to read, understand and initial each section)
o' Throughout the term of this Agreement. the Owner shall enter into a service agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
S manufacturer's representative. The AWWTS shall be maintained in a satisfactory
condition capable of performing as designed and producing treated septic effluent in
accordance with the equipment's approval for operation in the Municipality.
It shall be the responsibility of -the Owner during the term of this Agreement to pay for all
C)5 repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This
includes an annual maintenance fee (typically $400 to $600).
1)1�1 Owner agrees that only taintenance and repair personnel approved by the Municipality
Sor the manulacturer's representative will inspect and make any necessary maintenatce,
repairs or permitted alterations to the system.
Owner acknowledges that regular maintenance of an AWWTS reduces the potential
�0 -failure of the system, which could include sewage backup turd costly repairs or drtinfield
replacement.
(rev, 05/18/2018) Page I of
t_
Owncr acknowledges that the Municipality may request records of maintenance and
�- repairs from the manufacturer's representative or maintenance provider.
Owner acknowledges that the tine for failing to maintain and repair an AWW*FS ma} be
assessed in accordance with AMC 14.60.030.
Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
Owner agrees that any sale or transfer of title of the property will not occur without a new
Certificate of On -Site Systems Approval.
Owner agrees that the AWWTS installation and maintenance requirements as provided
by the AWWTS vendor/installer and approved by the Municipality are the governing
guidelines for the construction, maintenance and repair of the Owner's AWWTS.
{tL
�^, Owner agrees to maintain remote monitoring of the AWWTS as required by the
AWWTS approval.
3. Term. The term of this Agreement shall begin on the date of approval by the
Municipality to operate the installed system, or upon transfer of title, and shall continue
while the AWWTS is operational or until title is transferred.
4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this
Agreement shall in no way constitute a waiver of the provisions, nor in any way affect
the validity of the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof.
�. Amendment_ This Agreement shall only be amended by authorized representatives of
die Owner and Municipality. Any attempt to amend this agreement by either an
unauthorized representative or unauthorized means shall be void.
6. .lurisdietion: Choice of Law. Any civil action arising from this Agreement shall be
brought in the Superior Court for the Third Judicial District of the State of Alaska at
Anchorage. 'rhe laws of the State of Alaska shall govern the rights and obligations of the
parties under this Agreement.
7. Severability. Any provisions of this Agreement decreed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of
ONtFNER:-
(signature) Date: TZ
l �+lg 0; r (print name)
STAT OF ALASKA
) ss.
THIRD JUDI L DISTRICT )
The foregoing instrument Ncknowledged before me this _ day of
20 by
NOTARY PUBLIC FOR AKA
LASf for Notary Seca(
My Commission expires: (%h1lne.r
MUNI CIPALFr :
_ � 1
By: ff tz;' , (signature) Date:
i?ebeCC,R, di-ty ((! {print name) Title:
r
Buyer:
Print Name: -6 � R � 2,� Date: (cp-
F Buyer:
By: \, /
' Print N me: LOC W)%41 r4D r Date:
Pane 3 of 3
(rev. 05/18/3018)
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT )
On this day, before n e thy u ]der igned Notary Public in and for said State, did personally
appear (% . . f'( l/'/L l,�f'"110, ,� Sb)kho me known/proved to be the individual
described in and wlio esecu ed the within and foregoing instrument, and acknowledged he/she
signed the same as his/her free and voluntary act and deed, for the uses and purposes therein
mentioned.
Given under Illy bland. and official seal this g
Ap111�IeI2
Public in nd or Alaska
My commission expires: ✓»L������
day of ,, .4, }Cr.��/( '' 20.,'Z/
Municipality of Anchorage
On -Site Water & Wastewater Program
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
Parcel I.D. 015-073-07
1. GENERAL INFORMATION
Complete legal description
Location (site address)
Current Property owner(s)
Mailing address
Real Estate Agent
WILLIAMSON; BLOCK 1, LOT 2
Expiration Date: i
5311 E. 98TH AVENUE *ANCHORAGE, AK 99507
MARK FINA & LEAH CUYNO Day phone 317-9127
5311 E. 98TH AVENUE *ANCHORAGE, AK 99507
JIM STANDIFORD W/ REMAX DYNAMIC Day phone 244-3940
2. TYPE OF DWELLING:
▪ Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS:
4. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
•
3
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
Individual Holding tank
Community On-site
Public Sewer
1
111
,-
Received by: f �O`
COSA to be released to the engineer, unless otherwise requested by the engineer.
Date'
COSA Fee $
$ q q0 .a)
Date of Payment
Receipt Number
COSA #
lc/1'1/r3
3su 3 /a6V
Waiver Fee $
Date of Payment
Receipt Number
Waiver #
6. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. i further verify that based on the
information obtained from the Municipality of Anchorage files and from my investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm GARNESS ENGINEERING GROUP, Ltd.
Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, GEG, LtD. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily identifiable features. The operational life of all wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, LTD. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party is not authorized, nor will it confer any legal right whatsoever.
6. DSD SIGNATURE
System #1 Approved for 3 bedrooms.
System #2 Approved for
Disapproved.
Conditional approval for
bedrooms.
Phone 337-6179
Date
Lfit Lis
bedrooms, with the following stipulations
C`Cc°O
e
��dro f es siotICX
�Oopoo�a
ON-SITE TIA
TER ANG
vo
n .nrnSTEWATER o
f ....— GRA!!s C
PRO O
JJlyl7j�i)) 3))7�1'IMot��~
By:
/77 d 73?---7/—
The N7unicipality or Anchorage Develop,emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only
upon the represenatations 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. ATTCHMENTS:
Original Certificate Date:
6-2I /3
COSA Checklist
Septic System Advisory
Well Flow Advisory
(Rev. 41ro5)
Nitrate Advisory
Arsenic Advisory
Other
If more than 1 septic system is on the lot:
COSA Checklist # of
Structure served by this system
Certificate of On -Site Systems Approval Checklist
Legal Description: WILLIAMSON; BLOCK 1, LOT 2
Parcel ID: 015-073-07
A. WELL DATA *PER GEG INSPECTION **PER SURROUNDING WELL LOGS
Well type PRIVATE If A, B, or C provide PWSID# N/A
Date completed PRE -1974
Total depth *258+ ft.
Date of test
Static water level
Well production
WATER SAMPLE RESULTS:
Coliform •1/4colonies/100 ml.
Arsenic: NO ug /L
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material CONCRETE
Sanitary seal (Y/N) YES
Cased to **40+ ft.
FROM WELL LOG
NO WELL LOG
ft.
g. p. m.
Well Log (Y/N) NO
Wires properly protected (Y/N)
Casing height (above ground)
AT INSPECTION
3/30/13
255 ft.
6.0 g.p.m.
o.4t 8
Nitrate mg./L. Collected by: GEG. Ltd
Date of sample: 3/29/13
YES
12+ in.
Date installed 9/10/74
Tank size 1200 gal. Number of Compartments 1 Cleanouts (Y/N) YES
Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N)
Date of pumping L%/ 1 / / 3 Pumper /14r /Qona (C,/ p LA.Cfl Ji riC:tJ
C. ABSORPTION FIELD DATA
Date installed 9/10/74
*BELOW EXISTING GRADE
Soil rating (g.p.d./ft2or�(t/bdr3 130
N/A
System type LOG CRIB
Length 18 ft. Width 18 ft. Gravel below pipe 6 ft.
Total depth *11.08 ft. Eff. absorption area 432 ft2 Monitoring tube YES Depression over field
Date of adequacy test 3/30/13 Results (Pass/Fail) PASS
Fluid depth in absorption field before test 47 in. Water added 485 gal
NO
For 3 bedrooms
New depth ***68in
Elapsed Time: 120 min. Final fluid depth 59 in. Absorption rate >= 450+ g.p,d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE If yes, give date —
""t" ADeVC Fe? el- CRIB /r4vh_ner ECEJ s v 430,50 .nv
ktt I int -o tci . AOh1%orfKL fM)of. Pitt
D. LIFT STATION
Date installed
"Pump on" level at
Datum
Size in gallons Manhole/Access (YM
in "Pump off" level : High water alarm level at in.
Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
100'+
Septic tank/lift station on lot
Absorption field on lot
Public sewer main
111' (TO CO)
N/A
Sewer /septic service line
Animal containment areas
25'+
50'+
On adjacent lots
On adjacent lots
100'+
100'+
Public sewer manhole/cleanout
Holding tank
N/A
N/A
Manure/animal excrete storage areas
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation
Water main
5'+
N/A
Property line
Water service line
51+ Absorption field
101+ Surface water
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+
Water service line 10'+
Curtain drain NONE KNOWN
F. COMMENTS
100'+
5'+
100'+
Building foundation 10'+ Water main N/A
Surface water 1001+ Driveway, parking/vehicle storage
Wells on adjacent lots 1001+
10'+
G. ENGINEER'S CERTIFICATION
1 certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this
date.
Engineer's Printed Name
Date 1+ 1 12 II?
JEFFREY A. GARNESS
(Rev.11/05)
PROPOSE. MOPED ACM
6980Malar WINO
=MO OSOILI
NAO
ILEDIIN YIMCI
.M
L -3
ti
n= 300,00'
L = 76.5'0 '
UNDER NO ORCUMSTANCES SHOULD AN AS -BUILT BE USED Fat coisisuaTesi DR FOR TSTA
SURVEYOR TAKES RESPONSIBILITY FOR THE 70 BOUNDARY OR FENCE LSffS.
LISTED DISTANCES PREVAIL OYER SCALING. REPRODUCTION MAY CAUSE ERRORS M SCALE
THE SUR 2i11W. 7RANSACRDN ONLY AND ASSUMES FINANCIAL UABIUTY ONLY FOR THE COST Elf THE SURVEY.
sumer
,O u
nuioA1101 AS411.11.7
❑ FNAL ST UCAA¢ As -BILI
0 PLOT PUN ... ASdaT ... LLT waxy .. • woman
n A.1 -NN T ... AFO PICOP r
SURVEY TYPE
PLOT PLANS k LOT SURVEYS
IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TO
CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE
TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE
THE ETOSTENCE OF ANY EASEMENTS. COVENANTS OR RESTRICTIONS
WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT.
NO CTOm1! a,T
SURVEY CERTIFICATION
PLOT PL41
1 Mwl ..MJ Y.rt 1 Yw 04.1110.y Wi.1
the M M w'.was lona w NM
/woe hush r yyy4 M w w W .wnwnaval Wm al int
so
FOUNDATION AYBML7
t :+.Y c .wa a-. MS., o* OM 1
Low P.r—n AH!{ +w
M...
a...... rM�'r. 1
w +..Mw —
.. Wow.
bus M m rw.ny .Ml ullr
sanlea-
FINAL STRUCNRE AS -SLAT
L Poen cwr. a. Lahr spiry Plat I
bra w.tn poll`An*k r w •army . r"
n
M.wW. w rs..a. r M..e r..
r....N+w .4I whewN.+.n:
SYMBOLS
• SETREBAR nit MANAGE
0 FUND WAR 1 MOOD FENCE
C:20 merit FENCE
NOD
# 4d
P lM
ASPHALT
CONCRETE
MDCD DECK
ONLY THOSE IMPROVEMENTS ABOVE GROUND ANO Ns1BL£ MU. BE
ENDEAR, mirk VAIU.11, ETC.. ARE S IONN IN TIER APPROXIMATELOCA ON,O LY.LY. sNo
MAY PREVENTSOME IMPROVEMENTS FROM WINO SEEN AND LOCATED.
ALLDISTANCESARE RECORD UNLESS OTHERWISE NOTED.
Prepared by
Robert E. Johns, Jr. & Assoc.
Professional Land Surveyors
842 E 12 ATE.At OF
ANDIDRAOE, MAStA BINEN
cm` 1 30'
� SPMA Drown by Chead byc
A1T i ST Thi.7001 R1J Mj,J
Oats Dro•ns .
AUSOSr 16, 2001 2437 W.O.
LNd':Cr rl Sat
LOT 2, BLOCK• 1, HILLIAASON SUBD.
Roc tot SJ. Roc. Plot Flo No.
Municipality of Anchorage
Development Services Department
Building Safety Division
Onsite Water & Wastewater Program
4700 South Bragaw SL
P.O. Box 196650 Anchorage, AK 99519-6650
www.d.anchorage.ak.us
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 015-073-07
1. GENERAL INFORMATION
r
Complete legal description WILtAMSON, LOT 2 BLOCK 1
HAA# HR 0/014 a -S
Expiration Date' / t' - / 3 - 0 I
Location (site address or directions) 5311 E. 98TH AVE. *ANCHORAGE AK
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
EDGAR SMITH Day phone 346-2470
5311 E. 98TH AVE •ANCHORAGE AK
Day phone
RICK DAVIDS Day phone 272-6336
4130 CRANNOG ANCH. AK 99502
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
TYPE OF WASTEWATER DISPOSAL
Individual On-site
❑ Individual Holding tank
❑ Community On-site
❑ Public Sewer.
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 5 by an Independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer
of title (except between spouses) for properties served by a single family on-site wastewater disposal and/or
water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
be reissued with new water sample results less than 30 days old. (Certificates may be reissued for a period of
up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B
wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the
professional engineer's work.
Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $1,000.00 at, or prior
to closing for the engineering services provided.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
Investigation, based on procedures outlined In 1170 Health AuthorityApproval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system ls(are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. 1 furrier verily that based on the
information obtained from the Municipality of Anchorage files and from my investigation and Inspection, the
on-site water suppty and/or wastewater disposal system is(are) In compliance with all applicable Municipal
and State codes, ordinances, and regulations In effect at the time of installation.
Name of Firm ALASKA WATER & WASTEWATER CONSULTANTS, INC. Phone 337-6179
Address 6901 DEBARR ROAD, SUITE 2B • ANCHORAGE. AK 99504
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, AWYVC, Inc. attempted to provide a thorough,
conscientious engineering analysis of the system In accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test and separation
distances measured to readily identifiable features. The operational We of all wells and
septic systems depend on the local soils condition, groundwatertevels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions we outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. AWWC, Inc. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this reports for
the sole benefit of the owner fisted above. Any rerlance upon or use of tlnls report by any
other person or parry Is not authorized, nor will It confer any legal right whatsoever.
5. DSD SIGNATURE
Approved for _ bedrooms.
Disapproved.
Date e/24
`J.
ON-SITE
WATER AND m�
WASTEWATER
Conditional approval for bedrooms, with the fllowing stipulations: tao;•• PROGRAM
-1D"SVTSEVACO
'%»>ur f1iV
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
By7,4
(R.t. ruo)
Manitenance Agreements
Supplemental Engineer's Retort
Other
Original Certificate Date• O - /3- 0
Municipality of Anchorage
Development Services Department
Building Safety 0lvisbn
On Site Water & Wastewater Program
4700 South Bream St
P.O. Box 196650 Anchorage, AK 99519-6650
vww.ctanchorage ak us
(907)343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: WIUArmSON, LOT 2 BLOCK 1 Parcel ID: 015-073-07
A. WELL DATA
Well type PRIME If A. B, or C provide PWSIDII N/A Well Log (Y/N) NO
Date completed 1974 OR BEFORE Sanitary seal (YM) YES
Wires property protected (YIN)
YES
Total depth 275 ft, Cased to 40+ ft Casing height (above ground) 12 In.
FROM WELL LOG AT INSPECTION
Date of test UNK 8/6/01
Static water level UNK R 268 ft.
Weil production UNK g p.m, 3.3 044111 -
WATER SAM RESULTS:
Coliform cotonlesM00 ml. Nitrate 41mgJL. Other bacteria c colonies/100 ml.
Date of e: 8/7/01 Collected by: AWWC. INC.
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material STEEL Date installed 9/74
Tank size 1200 gat. Number of Compartments? Cleanouts (Y/N) YES
FoundatIon cleanout (YM) YES Depression over tank (YIN) No High water atm (YIN) N/A
Date of pumping 7/19/01
C. ABSORPTION FIELD DATA
Date Installed a/74 Soil rating ..p.d . • fts/bdrm)130 System type LOG CRIB
Length 18 - R Width 18 ft Gravel below pipe 6 rt.
Total depth ».3 tt Elf. absorption area 432 ft` Month:ming tube YES Depression over field NO
Date of adequacy test 8/6/01 Results (Pass Fall) PASS Fa 3 bedrooms
Fluid depth In absorption field before test 21.5 In. Water added gal. New depth 37.51n.
Elapsed Time: SE. min. Final fluid deplh36_251n. Absorption rate as 450+ g p4.
Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN K yes, give date —
Pumper
ROTO—ROOTER
D. UFT STATION
Date installed Size In gallons Manhole/
'Pump on' level et_ in. 'Pump • n High water alarm level at In.
Cycles tested Meets alarm & dreult requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank lift station on lot 100'+
Absorption geld on lot 111' TO C/0 On adjacent lots 100'+
On adjacent lots 1001+
Public sewer main N/A Public sewer manhole/deanout N/A
Sewer /septic service line 25'+ Holding tank
N/A
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5+ Property line 5'+ Absorption field 5'+
Water main NLA- Water service One 10'+ Surface water 100'+
Welts on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property fine 10'+ Building foundational O+ Water main N/A
Water service One 101+ Surface water 1001+ Day. parldng/vehide storage 5'+
Curtain drain NONE KNOWN Wens on adjacent Tots 100'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
1 tardy that I have determined through field inspections and
review of Municipal records that the above systems ere h
confcnnance with MOA HAA gulde!nes h effect an this date.
Engineer's Printed Name JEFFREY A. GARNESS
Date 8 21o/
HAA Fees 306.°°
Date of Payment el ib I 0 f
Receipt Number Bio air
(R .12/00)
Waiver Fee $
Date of Payment
Receipt Number
AUG -10-01 11:25 AM ROTO' -ROOTER
907 345 8284 P.01
Parcel I.D. #
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 SINGLE FAMILY DWELLING /�U
015-073:-07 v ( HAA # W (A 4cke ��
GENERAL INFORMATION
Complete legal description
Lot 2; Block 1; Williamson Subdivision
Location (site address or directions) 5311 E. 98th Avenue v
Anchorage, AK
Property owner Susan Phillips Day phone
Mailing address C/O Sun Properties 115 E. 11th Ave. ANchorage, AK 99501
Lending agency Day phone
Mailing address
Agent Rick Davids/ Sun Properties Day phone 272-'6336
2A-Z-6nq(>
Address
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
3
XX
NOTE: If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
XX
72-025 (Rev. 1/91) Front MOA921
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 verifythat 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 effe9ifirefieviitrepf, his inspection.
Name of Firm Wastewater Corycul kw.Phone
337-6/79
1
Address
Engineer's signature
scrir. Alaska Water & ..
Wastewater Consultants, Inc.
Shall be PAID $ IC Z-5 at,
or prior to, closing for the
Engineering Services Provided:
6. DHHS SIGNATURE
C/ Approved for THeEE bedrooms.
Disapproved.
By.
Date
Conditional approval for bedrooms, with the following stipulations:
Additional Comments
bz r,,eyi
Date .5- x8-99
CAUTION
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 professional engineer's work.
72-025 (Rev. 1/01) Back MOA 121
tECEIVEv
Municipality of Anchorage MAY 27 1999
DEPARTMENT OF HEALTH & HUMAN SERVICES
muNiCwALITY OF ANCHORAGE
Environmental Services DIVISIOnENVIRONMENTALSERVICES DIVISIO
825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) 343-4744
Health Authority Approval Checklist
Legal Description: 1 LL(l SOS L 2 Q 1 Parcel I.D.: D / S — 73
0
A. WELL DATA
Well type PV 1 ' If A, B, or C, attach ADEC letter. ADEC water system number /1
Log present (Y/N) N Date completed 9/14- 02. gact aE
Total depth r)--/ Cased to +0 t÷Casing height (above ground) IZ ',
Sanitary seal (Y/N) �l FIS
Wires properly protected (Y/N) -1/4/t _S
FROM WELL LOG AT INSPECTIO
Date of test N IA .h / 7 `T 9
Static water level 2-6s-
Well production `h1 g.p.m. "2' 9 4- g.p.m.
t / N>ax 0TLiOowtJ
WATER SAMPLE RESULTS:
Coliform Nitrate E'342- t<"P Other bacteria CI
Date of sample: 5// 8/997 Collected by: /4-14k4 e/ /4 G •
B. SEPTIC/HOLDING TANK DATA
Date installed VII- Tank size ) 2-00 Number of Compartments 1 Cleanouts (Y/N) 1
Foundation cleanout (Y/N) 7 Depression (Y/N) NO High water alarm (Y/N) /U/r
Date of Pumping 51/1/7/ Pumper r l 4-
C. ABSORPTION FIELD DATA
Date installed 9 /7 9' Soil rating (g.p.d./ft2 or ft2/bdrm) /3 ° System type Lo G- d t2 -ug
le
/ /
Length Width / Gravel thickness below pipe 6 Total depth H. 3
Effective absorption /3
432- v Monitoring Tube present (Y/N) y Depression over field (Y/N)
Date of adequacy t2st 54/17 /` 9 Results (Pass/Fail) PSS For �, bedrooms
Fluid depth in absorption field before test (in.); 37 Immediately after 64 gal. water added (in.): .57
Fluid depth t9 (ins) Minutes later: / 40 Absorption rate = 45 0'F/ g.p.d.
Peroxide treatment (past 12 months) (Y/N) Ivor=vw If yes, give date l�
72-026 (Rev. 3/96)* * Fi LFJ) • S s— Co .//L-f��11NJz
D. LIFT STATIQ`
Date installed
Size in gallop_
Manhole/Access (Y/N)�_�m�al at* "Pump off" level at*
High waterrm .uel ar *Datum -----
Cycles tested
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot / _ � l L7 Uzi CA)
Absorption field on lot
Public sewer rnain
On adjacent lots (eO '1"
(III C/O On adjacent lots 10014-
kPublic sewer manhole/cleanout /fE
Sewer /septic service line ?.5 +
Lift station
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Foundation _ �� Property line S — Absorption field
/
Water main/service line /3 •F Surface water/drainage
yU0 Wells on adjacent Jots /00 '-
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO:
Property line /0 f- Building foundation
t
Surface water /004- Driveway, parking/vehicle storage area 50 f'
i
/O!F Water main/service line /0
Curtain drain
N0.. jeDIAJ/✓
F. ENGINEER'S CERTIFICATION
1 certify that 1 have detgr ine
in conformanc
Signature j
Engineer's Name I c,�1=Ff( j M• 6A-PvSS
Date 5/2-6/ci9•
Wells on adjacent lots
fh Id inspections and review of Municipal
uide Ines in effect on this date.
HAA Fee' $
Date of Payment
Receipt Number 2941,7 7-e)
72-026 (Rev. 3/96)*
/b0
ostRatan
ystems are
is e+.°°. 4
goo :1
woa w�
`Q itorrsb:tee
Waiver Fee $
Date of Payment
Receipt Number
Alaska Water & Wastewater Consultants, Inc.
6901 Debarr Road, Suite 2-11— Anchorage — Alaska 99504
Phone (907) 337-6179 — Fax (907) 338-3246
Consulting Engineers
May 24, 1999
Susan Phillips c/o
Sun Properties
115 East 11th Ave.
Anchorage, Alaska 99501
Attn: Rick Davids
Subject: Well & Septic System Inspection at Lot 2, Bk 1, Williamson S/D.
Dear Ms. Phillips,
Per the request of your agent, Rick Davids, Sun Properties, we performed adequacy tests on the
subject well and septic system. The results of the field investigation and adequacy tests are
summarized as follows:
WELL: Prior to the start of the test (5/17/99) the static water level was 265 feet below the top
of the casing (BTC). Over a period of 220 minutes, 641 gallons of water was pumped from the
well (2.91 gallons per minute), during which time the liquid level in the casing dropped only one
foot. Based upon this data it was concluded that the well exceeds the MOA requirement for a 3
bedroom house (.31 gallons per minute).
SEPTIC SYSTEM ADEQUACY TIST: The drainfield is a log crib type system that was
installed in September of 1974, making it approximately 25 years old. Per MOA records, the crib
is 8' X 8' with an effective depth of 6 feet. Prior to the start of the test (5/17/99) the liquid depth
was 37 inches deep (approximately 1/2 full). Over period of 220 minutes 641 gallons was
introduced, causing the liquid level to rise 14 inches (45.8 gallons per inch). The recovery was
monitored 140 minutes later and it was noted that the liquid level had dropped 2 inches, indicating
approximately 91.6 gallons had been absorbed. Based upon this data, it was determined that the
absorption capacity of the drainfield meets the MOA requirements for a 3 bedroom house (450
gallons per day).
NOTE: The adequacy of a septic system is influenced by numerous factors, including, but not
limited to, seasonal surface water infiltration, groundwater variations, septic system
maintenance (frequency of septic tank pumping, usage of biological additives), condition of
drain pipe and pipe joints (which can be damaged by seismic activity and deteriorate with age),
1 of2
type of substances deposited in septic system (cigarette butts, sanitary napkins, misc. objects),
and the amount of water being introduced on a continual basis. Consequently, the results of this
adequacy test are only valid for the specific day of the test. Furthermore, because of the limited
nature of this investigation, it is possible that there are hidden defects which may not have been
detected. No warrantee is made regarding the future performance of this well or septic system
Upon our initial inspection there was a moderate depression noted over the crib area. It is
unknown whether this settlement is associated with the initial installation, or an indication that the
top of the crib is beginning to collapse. The property owner placed some fill over the area so as
to eliminate the depression. The structural integrity of the crib is unknown.
If you have any questio •lease contact me at 337-6179, or 244-9612.
Jeffre! '. T ness, P.E., M.S.
Presigent
2of2
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 # 6I5-013 —°7
1. GENERAL INFORMATION
Complete legal description LoT
HAAW\11)nL_R 1
2, BLk ( WILL)AMSon( SuS.
Location (site address or directions) 5311 E. 98 4‘ AVE
ANcfl. Ak 99516
Property owner SuSAr4 'PHILLIPS
Mailing address SAME
Day phone 346- IS 37
Lending agency FIRST NAT(oIAL BAN. 01- ANCA. Day phone 276.- 63 o G
Mailing address Ra. f3ax I007ao1 4-nc%or7e A&c 99s -t6
Agent mi• R e'unc e ) Day phone
Address
Unless otherwise requested, HAA will be held 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-
ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (flov. 1/91) Front MOA 021
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 FLATTOP TEO SVCS
Address
I4S3o ECNo ST,
Phone 34S- 13 -SS
Engineer's signature
6. DHHS SIGNATURE
\\ Approved for 3 bedrooms.
Disapproved.
By.
J- %fit Date 8/ / 2/9 3
,. t OAL b®
b�•.°°... ;e
° tc.++.'+:i•
497N A •,k'r
rd`-441--te-Lc. 971e4
is •. THEODORE F. MOORE ; Ri!
Ova 11. CE - 3589 E>r ri
Conditional approval for bedrooms, with the following stipulations:
Additional Comments
044,
LA ...
Date (l
' CAUTION
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 professional engineer's work.
72-025 (Rev. 1/91) Back MOA 1121
Municipality of Anchorage
Department of Health and Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: Lo -r 2, T3LK 1, WILL 'Anson( sus, Parcel I.D.
A. Well Data
Well type PRI v/TE If A, B, or C, attach ADEC letter. ADEC water system number N. A
Log present (Y/N) N Date completed 917t/ orr BEFORE Driller Un
Total depth 2 75' Cased to 2 y5
Sanitary seal (Y/N) y Wires properly protected (Y/N) y
FROM WELL LOG AT INSPECTION
X/9/93
Casing height 13
Date of test
Static water level
Well flow
Pump levell
263
g.p.m. Y, 2 -t-
g.p.m.
> 26y'
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot 110 To (.0 . ; On adjacent lots > /oo'
Absorption field on lot 111 to C.o. ; On adjacent lots >100'
Public sewer main R,A • Public sewer manhole/cleanout N .A •
Sewer service line -75' Petroleum tank Nome of SERvEA
WATER SAMPLE RESULTS:
Coliform 0
Date of sample: 7 /3o /9 3
B. SEPTIC/HOLDING TANK DATA
Date installed 9itok
Cleanouts (Y/N) 7
High water alarm (Y/N)
Date of pumping
N./-\•
Nitrate 0,70„,9/L Other bacteria 0
Collected by: FLATTOP TECH SVCS
Tank size 12 00 GAL
Foundation cleanout (Y/N) i
6/13/93
Compartments I
Depression (Y/N)
Alarm tested (Y/N) N.A
N
Pumper Role." Roo
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot I Io' FR (.0. On adjacent lots > /00
Foundation 2 7
To property line 37 FRo„, c.o. Absorption field 20 Water main/service line ^ 75�
Surface water/drainage > 100/
72-026 (3/93)' Front
CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed Manufacturer
Size in gallons Manhole/Access (Y/N)
Vent (Y/N) "Pump on" level at "Pump off" Level at
High water alarm level Cycles tested
Meets MOA electrical codes (Y/N)
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot On adjacent lots Surface water
D. ABSORPTION FIELD DATA
i3o Fe45oRri
Date installed q /lot 14 Soil rating (GPD/Ft2) 1.2 GPt) System type 5EEPMG PIT'
Length I8' Width 18 Gravel thickness 6 i Total depth lo'
Total absorption area 4 32 Cleanout present (Y/N) '/ Depression over field (Y/N) N
Date of adequacy test 8/9b13 Results (pass/fail) _ P«sj for 3 Bedrooms
Water level in absorption field before test 3/ " After test `i °l,5 "
Peroxide treatment (past 12 months) (Y/N) NoNE KNowN If yes, give date N A .
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot III ` FRoN Co. On adjacent lots > /Do/
To building foundation `I2' FROM C.O.
Property line 2R' FRon C•o.
To existing or abandoned system on lot
N A
On adjacent lots > 40 ` Cutbank N .A , Water main/service line 1 75
Surface water .>100' Driveway, parking/vehicle storage area 5o '
Curtain drain NONE °BScgvED
E. ENGINEER'S CERTIFICATION
I certify that 1 have checked, verified, or conformed to all MOA and HM guidelines inrr�Rr(gof this inspection.
40,4+1,81 gg.,
rwl':'4qui �'?}k -gT O
. THL000R2 r'-M!tOOUE ,.
CE - 3509 : . 4
9�4% � F 'Cr
7
Signature ��.� C 2720
Engineer's Name 717eodor( r. Ho
Date /4(- y l3 /99 3
V �
HAA Fee$ 170
0O
Waiver Fee $
Date of Payment l.J'Z� Date of Payment
Receipt Number 2,5644 7 C75-67) Receipt Number
72-026 (3/93)' Back
MUNICIPALITY OF ANCHORAGE
Department of Health & Human Services
DIVISION OF ENVIRONMENTAL SERVICES
343-4744
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF
ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING
Parcel I D # `C f fl rfl \ HAA # W Q9nr> 1 (n
1. GENERAL INFORMATION (Must be completed prior to submittal)
(a) Legal Description (include lot, block, subdivision, section, township, range)
Lot 2; Block 1; Williamson Subdivision
Location (address or directions)
5311 East 98th, Anchorage, Alaska
(b) Property owner FIRST NATIONAL BANK OF ANCH{one : (home)
Business
Mailing Address Branch 30, P.O. Box 100720, Anchorage, Alaska 99510-0720
(c) Lending Institution ATTENTION: Brent Schlosstein Telephone 265-3529
Mailing Address
(d) Real Estate Company and Agent
Address
Telephone
(e) Mail the HAA to the following address: (or check here til, if hold for pick up.)
List contact person and day phone number below:
S & S ENGINEERING/694-2979
17034 Eagle River Loop Road. Suite 204
__Eagle RivenAlaska 99577
2. TYPE OF RESIDENCE
Single -Family 20 Number of bedrooms 3
3. WATER SUPPLY
Individual Well M Community ❑ Public 0
Note: If community well system, must have written confirmation from the State Department of Environmental
Conservation attesting to th legality and status.
4. SEWAGE. DISPOSAL
On-site L$ Public 0 Community 0 Holding Tank 0
Note: If community well system, must have written confirmation from the State Department of Environmental
Conservation attesting to the legailty and status.
72-025 (Rev. 7/80)
Page 1 of 2
5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA 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
5 & $ ENGINEERING
Address 17034 Eagle River Loop lioad )vc.
Eagle River, Alaska 99577
Date
6. DHHS APPROVAL
Approved for
G��t</6/G
_/-- ate
Approved v Disapproved Conditional
Terms of Conditional Approval /L1I'4/2-
6 1v%-292 i
CAUTION'i
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval
cerificated 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 professional engineer's work.
72-025 (Rev. 7/00) Back
Page 2 of 2
A. WELL DATA
MUNICIPALITY OF ANCHORAGE (MOA)
Health Authority Approval (HAA)
NICIPALI[Yakgetthitt: FEBRUARY 1984
IRONMENTAL SERVICES 1/146 h744
APR 161990
RECEIVED
Well Classification r1ALqJe FkM /tj If A, B, C, D.E.C. Approved (Y/N)
Yield
Total Depth 3S Cased to ' _ Depth of Grouting
Static Water Level 25.7_151 Pump Set At ,Z' 3
Casing Height Above Ground 1 2 r Sanitary Seal on Casing (Y/N)
Electrical Wiring in Conduit (Y/N) f Depression Around Wellhead (Y/N)
SEPARATION DISTANCES FROM WELL:
To Septic/Holding Tank on Lot / / O • On Adjoining Lots / 00 1 -1 -
Legal Description: ,Lat.2._y iOG/i
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed
Width of Field
/ `¢/81? Type of System Designee c?�, P)1-
gr
-(0-74
(�3
432#
Length of Field
Depth of Field
(
Gravel Bed Thickness �9
Square Feet of Absortion Area Statndpipes Present (Y/N)
Depression over Field (Y/N)� Date of Last Adequacy Test z{ - S ¶ 0
l/
Results of Last Adequacy Test £tR S fAc- t -f- oirN - 3 Zeal (rOOM�
SEPARATION DISTANCE FROM ABSORPTION FIELD:
rI
To Water -Supply Well I II / To Property Line 2 S
To Building Foundation 4-i To Existing or Abandoned System on
Lot NrnW ; On Adjoining Lots 30 t
To Water Main/Service Line / 0 4 To Cutback (if present) N/Pq
To Stream, Pond, Lake, or Major Drainage Course A%(/1I
i
To Driveway, Parking Area, or Vehicle Storage Area S '/
Comments
D. LIFT STATION
Date Installed Dimensions
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
N
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test.
Meets MOA Electrical Codes (Y/N)
Comments
"Check Permitted Bedroom Rating Against HAA Request**
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this
inspection.
Signed s R s ENGINEERING
17034 Eagle River Loop Road No. 204
Company
Date
MOA No. CC-
Receipt
C
Receipt No.
Date of Payment
Amount; $
72-026 (Rev. 7/88) Back
Receipt No
Waiver Fee; $
Date of Payment
Page 2 of 2
,�>\CHEMICAL & GEOLOGICAL LABORATORIES O.FALASKA, INC.
#
�aa�i 5633 B STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 562-2343
-- FEDERAL TAX ID # 92.0040440
LABORn
ANALYSIS REPORT BY SAMPLE for Work Order # 20920
Date Report Printed: APR 10 90 0 08:20
Client Sample ID:L2, B1; WILLIAMSON S/D
PWSID :UA
Collected APR 5 90 @ 16:00 hrs.
Received APR 6 90 @ 12:30 hrs.
Preserved with :AS REQUIRED
Analysis Completed :APR 6 90
Laboratory Super( so STEPHEN C.
Released By : G_
Special
Instruct:
EDE
Chemlab Rof #: 900770 Lab Smpl ID: 1
Parameter Tested
NITRATE -N
Sample ROUTINE SAMPLE
Remarks: SAMPLE COLLECTED BY R.D.J.
Matrix: WATER
Result Units
Client Name : S & S ENGR
Client Acct : SNSENGP
P.O.# NONE RECEIVED
Req #
Ordered By : R. SHAPER
Send Reports to:
1)S & S ENGR
2)
Method
Allowable
Limits
0.60 mg/1 EPA 353.2 10
1 Tests Performed ' See Special Instructions Above UA -Unavailable
ND= None Detected " Seo Sample Remarks Above
HA= Not Analyzed LT=Leas Than. GT. -Greater Than
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEAL.TI-I AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-4720
1. GENERAL INFORMATION
(a)
i
Application Date 7-50-e
Legal Description (include lot, block, subdivision, section, township, range)
/_D7 /- 5toe✓. / GAI/L[,&oaaf $f6/V/5/€'nl %IZ-n7 P`3t.J See.'
Location (address or directions)
5C3//
E. 98 -
(b) Applicant Name ,5Rt/C4.o`/»ilT Telephone: Home -34 .-/!(.9 7-- Business 241: 63-07
Applicant Address A0. boy. 1/7.-062 ditie/(,_ /k• 9? 57)
(c) Applicant is (check one): Lending Institution 0 ; Owner/builder 1 ; Buyer 0 ; Other 0 (explain)
(d) Lending Institution
(e)
(f)
Address
Telephone
Real Estate Company and Agent
Address
Telephone
Mail the HAA to the following address:
2. TYPE OF RESIDENCE
Single-Family)L Multi -Family 0 Other
Number of Bedrooms
3. WATER SUPPLY
Individual Well Community 0 Public 0
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
4. SEWAGE DISPOSAL
Onsite`t Public 0 Community 0 Holding Tank 0
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
Page 1 of 2
12-025 (11,04)
5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA 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 frorn 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 ori
the date of this inspection. II I ,Crelephone ��/
Name of Firm LL ClvauN{✓£NOj7'al. le/,
Address /T e0 G.l 33' 7 �rcr'7 ' f fa%C/f lee
Date 7- 30-`Y.'
6. DHEP APPR
Approved fdf �\k ^411 -. bedrooms .1"
Approved Disapproved
Terms of Conditional Approval
Engineers Seal
a
Date r
Conditional
STEP O
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
72-025 (11/04)
A. WELL DATA
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
264-4720
Legal Descriptio ' G 1 5
/z 3 eiJ Sid /7
MUNICIPALITY -
DEPT. OF WITH &
ENVIRONMENTAL PROTECTION
ItIUI 3 160
RECEIVED
4,..biC»wu5ai 4
/lie Witt If A, B, C, D.E.C. Approved (Y/N) N/H
Well Classification Completed' Yield W 1
Date Com9//o/iNW V`
Well Log Present N) ---
Total Depth 0-7'5- Cased to 2- 7 Depth of Grouting 44
0-7/ Pump Set At 2-7
Static Water Level '
Casing Height Above Ground
Electrical Wiring in Conduit Y N) Depression Around Wellhead (Y
Separation Distances from Well:
To Septic/Holding Tank on Lot
_ Sanitary Seal on Casing
N)
//Q/
To Nearest Edge of Absorption Field on Lot
////4
To Nearest Public Sewer Line �/
Cleanout/Manhole _
ill
; On Adjoining Lots
; On Adjoining Lots
To Nearest Public Sewer //
To Nearest Sewer Service Line on Lot 44
EdA/"l/ l • Date 7-&!o V$ '
Water Sample Collected by �5 '-
Water Sample Test Results 52F'=trrd//
`f"
Comments 4- „" f 4 7E5T D/I-'M / •-Z� Y> c O tOe/( skguw>n.44:1
41017✓
B. SEPTIC/HOLDING TANK DATA
Date Installed 7 `/6-711 Size /z -0O G No of Compartments
StandpipesbY N) Air -tight Caps ON) Foundation Cleanoul(9N)
a` ic'r-
Depression over Tank (Y N) Date Last Pumped % /
Pumping/Maintenance Contract on File (Y/N) ,4//4 ; for `(//,
Holding Tank High -Water Alarm (Y/N) 44 Temporary Holding Tank Permit (Y/N) /1/1
/
Separation Distances from Septic/Holding Tank:
//0/
To Water -Supply Well
To Property Line 37 /
To Water Main/Service Line N1
Course �/I`j
Comments
To Building Foundation
To Disposal Field
To Stream, Pond, Lake, or Major Drainage
33
33/
Page 1 of 2
72-026(11/84)
LL %3/ W/LLIN-hSt J
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed
Width of Field
17
/3o d
-/G-71
/?/
Square Feet of Absorption Area
Depression over Field (Y,
Results of Last Adequacy Test
Type of System Design
Length of Field /Y /
Depth of Field /0
iggP LaFy C2/4
Gravel Bed Thickness C ,
75 Standpipes Present Y�
Date of Last Adequacy Test
Abeaa w4-Tt v/
7-7(c PS
Separation Distance from Absorption Field:
/1/
To Water -Supply Well
7�// To Property Line ��
To Building Foundation 1** To Existing or Abandoned System on
Lot ///i ; On Adjoining Lots 5U (t -
To Water Main/Service Line A//s To Cutbank (if present) /H
To Stream/Pond/Lake/or Major Drainage Course ////9
To Driveway, Parking Area, or Vehicle Storage Area to 't'
Comments
D. LIFT STATION /A
Date ed /V 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 •umping Cycles during Adequacy Test. Meets MOA
Electrical Codes (Y/N)
Comments
** Check Permitted Bedroom Rating Against HAA Request **
I certify thatInked, Deified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection.
Signed n C t------ Date 7'-.3o-rc
Company 4Ec5 MOA No Yc—O
Receipt No. 3 si 9 -3 2
7 - 3/ _23•—
ysci
Date of Payment
Amount: $
Page 2 of 2
72-026 (1/84)
C.
OF ip
p4r)
a ee'p Engineer's Seal
oo�a'oo//
Ca e,,.oMOD a
v C. Pr4I, Jr,
50466
ALASKA Ci gkOn
1CfTRL corITROL
ngineerinq & Enuironmental Studies
3RulccS, Inc.
JULY 30 1985
BRUCE SCHOLTZ
P.O. BOX 112069
ANCHORAGE ALASKA
99511
SELLER -SAME
LEGAL:WILLIAMSON BLOCK 1 LOT 2
ADEQUACY TEST FOR SEWER SYSTEM
ADEQUACY TEST DATE -JULY 26 1985
BRUCE SCHOLTZ
P.O. BOX 112069
ANCHORAGE ALASKA
99511
THE TYPE OF ABSORPTION SYSTEM IS A PIT WITH AN AREA OF 432 SQFT.
THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY.
THE SURGE CAPACITY OF THE SYSTEM IS 676 GALLONS.
BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A
3 BEDROOM HOME.
SEPTIC TANK ADEQUACY
THE EXISTING SEPTIC TANK VOLUME OF 1200 IS ADEQUATE FOR
THIS 3 BEDROOM HOUSE.
THE SEPTIC TANK/PACKAGE PLANT WAS PUMPED ON JULY 29 1985 .
FLOW TEST ON WELL
WELL FLOW DATE -JULY 16 1985
A FLOW TEST WAS PERFORMEDIQN-THE WELL. 676 GALLONS OF WATER WAS
PUMPED AT A RATE OF („4.2.,jGPM OVER A DURATION OF 3 HOURS. -
THE DRAWDOWN WAS 3 'JWITH A RECOVERY TIME OF 30 MINUTES
AND THE STATIC WATER LEVEL W<-271.05 FEET.
THE WELL IS ADEQUATE FOR THIS! 3 "BEDROOM HOME.'
go 0444
�t4,4v,
1200 West 33rd Avenue, Suite 13 • Anchorage. Alaska 99503 • (907( 561-5040
ALASKA ENVIRONN"NTAL
CONTROL SERVICL , INC.
1200 West 33rd Avenue, Suite B
ANCHORAGE, ALASKA 99503
(907) 561.5040
JOB
,L z- D 1 Al/U//irr-Lw
./D
SHEET NO. ,,,/ OF -IC
C -f
CALCULATED BY A, N//EA� DATE / -36 .
CHECKED BYon DATE
SCALE / N
c 33
9: ?-4
N
a
R
r
N
PAODTT
1€ti.s'In: f.Ym Mdi 0111;
MUNICIPALITY OF ANCHOR ;E MUNiCIPMITY
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION D r1 C
0
- 'It
N LL
199
a0 -I ))`E'
� \\(( ,'
l -PI L
4.:-
825 L Street - Anchorage, Alaska 99501 LNVIRUI Id i -1T
•
9 ENVIRONMENT'ALENGINEERINGDIVISION I,t,;f-
Telephone 264-4720 pD 1
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND S F:W I�`6i6,a
DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for
processing..
PHONE
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PROPERTY RESIDENT (If different from above) -
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PHONE
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MAILING A�RE55 /0 -Q(O9 7 99.5/1
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3. LEND ��II INSTITUTION ( _- :
MAILING ADDRESS _
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6, LEGADESCRIPTION - - - -
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STREETg PION.
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6, TYPE: OF RESIDENCE NUMBEI4 OF BLDROOMS
N One ❑ Four ❑ Other___
SINGLE FAMILY • Two ❑ Five
❑ MULTIPLE FAMILYlUAi Three 0 Six
7, WATER SUPPLY-IInAlil NDIVIDUAL* * ATTACH WELL LOG, A well log is requiredforall wells drilled
date, well
IN COMMUNITY since June 1975, For wells drilled prior to that give
0 PUBLIC UTILITY depth (attach log if available.)
8, SEWAGE DISPOSAL SYSTEM-- - .- •
**If individual/on-site, give installation date/,4'I/ COL
/975
JL INDIVIDUAL/ON-SITE"
If system is aver two (2) years old an adequacy test is re uired
0 PUBLIC UTILITY by this Department. IC1-7)-1.
NOTE: THEE INSI'ECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
72-01013/78)
THIS SIDE FOR OFFICIAL USE ONLY - -
INSPECTION APPOINTMENTS
DATE RECEIVED
- -
TIME.
TIME
TIME
DATE
DATE
DATE
INSPECTOR
INSPECTOR
INSPECTOR
DIRECTIONS:
1. TYPE OF RESIDENCE
NUMBER OP BEDROOMS
❑ SINGLE FAMILY
IN MULTIPLE FAMILY
0 ONE • THREE ■ FIVE • OTHER
■ TWO IN FOUR • SIX
2. WATER SUPPLY
PERMIT NUMBER -
0 INDIVIDUAL
■ COMMUNITY
DEPTH OF WELL
❑ PUBLIC UTILITY
DATE DRILLED
Connection Verified
LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM
IN INDIVIDUAL/ON -SITE
PERMIT NUMBER
IS PUBLIC UTILITY
Connection Verified
DATE INSTALLED
❑Septic Tank or • Holding Tank
Size: If Tank
INSTALLER
is homemade
give dimensions:
SOILS RATING
TYPEOFTANK
MANUFACTURER
TOTAL ABSORPTION AREA
MATERIAL
4. DISTANCES
WELL TO:
Septic/Holding Tank
Absorption Area
Sewer Line
Nearest Lot Line
Absorption Area to nearest Lot Line -
5. COMMENTS
'PPROVEDFOR 3 BEDROOMS
0 CONDITIONAL APPROVAL (letter must accompany certificate)
❑ DISAPPROVED
DATE
BY (Title)
LEGAL DESCRIPTION
•
ALASKA CHUIROmCnTAL COMM sauces, Inc.
Engineering & Environmental Studies
:L1/4/81
1ST EQUIETY INC/LINDA SMITH
555 W NORTHERN LIGHTS BLVD— SUITE 201
ANCHORAGE AK 99503
SELLER — JOHN & SHIRLEY HORN BUYER—
SUBDIVISION—WILLIAMSON BLOCK -1 LOT -2
ADEQUACY TEST FOR SEWER SYSTEM
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
NOV 1 0 1981
RECEIVED
THE TYPE OF ABSORPTION SYSTEM IS A PIT WITH AN AREA OF 432 SQFT.
THE SYSTEM IS CAPABLE OF ACCEPTING 600 GALLONS OF WATER PER DAY.
THE SURGE CAPACITY OF THE SYSTEM IS 1200 GALLONS.
BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A
3 BEDROOM HOME.
THE SEPTIC TANK WAS PUMPED ON 9/15/81 .
SEPTIC TANK ADEQUACY
THE EXISTING SEPTIC TANK VOLUME OF 1200 ]:S ADEQUATE FOR
THIS 3 BEDROOM HOUSE.
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1220 Test 25th Auenue • Anchorage, Alaska 99503 • (907) 276-1361
3330 "C"
0SIP'1 I Time of Inspection __A; 3C)
Date of Inspection n?r j.Cic),f)
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
Street, Anchorage, Alaska 99503 274-4561
Date Received 1.1-11 1cj fry
Approval
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
FOR
requested by: Leda.iR j0-0.�
Mailing Address: of nn I 2)?'
2. Property Owner: ,r(f.- 13,F la f
Mailing Address: ' LI _L_o.ca. CWJ (-II )5 -)t
Phone: 9`1L1- \
Phone: i:SVC &,
3. Legal Description: Py9 r N ox 1? 1 1 , l(D Q.noaso .
4. Location: 7' ijInck2
5. Type of facility to be inspected Ltyjo r, No. of bedrooms (Phs,00
6. Well Data:
A. Type XlA�plIOP, \/
C. Construction/dory-u,.er),
7. Sewage Disposal System: ()L.Q\D. £0-w-4// e-tLeQ /775
A. Installed ___ Prctet�-/5 B. Installer
B. Depth
D. Bacterial Analysis 0,
C. Septic Tank: 1. Size 2. Manufacturer
D. Seepage Pit: 1. Absorption Area
E. Disposal Field: Total length of lines
8. Distances:
A. Well to: Septic tank , Absorption area
Nearest lot line , Other contamination
B. Foundation to septic tank , Absorption area
C. Absorption area to nearest lot line
2. Material
, Sewer Lines
EQ -034 (1/74) Page 1 of two pages
Page 2 of two pages - Rec at for Approval of Individual S ;r & Water Facilities
Legal Description Ani' Nov 1 I 1 I_L_00in_
Comments
Approved
Disapproved _ Date /?-;7-
App o K10Va1id for one year from date signed
Greater Anchor a Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
I certify that the information contained in this request for approval to be a true and
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED Date
EQ -034 (1/74)
c..
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" Street, Anchorage, Alaska 99503 — 274-4561
IVO)
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER and WATER FACILITIES
1. Type of Inspection: l— c nCMRO _ // VA Stc(ye FHA0
Property Owner: E/e <1 a c...4 (pro,/ .- / or.�
Mailing Address: 52q-) C , 78"f:1, ,4 --pe Day Phone
e 3. Name of Buyer: isci"9/ s VaSbh licif1(
n
CONV
7
Mailing Address: _____/Q/ nk/c 61i,) /J Day Phone Z7z - P7/9 7'
4. Name of Lending Institution: ghI�- o/ rC�`gs,'cc
Mailing Address: 1501 tJ.OY f Ll7/,Js Phone 2-74
5. Name of Realtor or Agent: Lt/�t 1NL `` /// Y• tt, YS )tC / Lenure/ �ecf/���y� ac
Mailing Address: go 2-5 C,1 F % 4 is Phone L"7 'Z �// ' GQ
g3Zy
6. Legal Description.
Location:
2- Ach
C 004 d' &cb /gad
7. Type of Facility to be inspected:
8. Water Supply
Type of Supply:
ild ekVt cc?
Public Utility
If Individual, number of dwellings presently served
7
If Individual, depth of well 267
9. Sewage Disposal System
Type of System:
No. Bdrms.
Individual
Public Utility Individual (on-site) _
If Individual, date of installation /979, -
EQ -037 1104)
12br() Cp17 (Op'