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HomeMy WebLinkAboutMAY HEIGHTS LT 5's
May Heights
Lot 5
#014-311-10
Municipality of Anchorage Page l of 3
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SE=RVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: SW 94• PID Number: 0 14
Naive: Wastewater System: ❑ New ❑ Upgrade
Address: $ 92.16 44901.r Lcop O„•o,p ABSORPTION FIELD
Phone:�! Z g q No. offBBedrooms: ❑ Deep Trench .Shallow Trench ❑ Bed ❑ Mound ❑ Other
b I Soil Rating: Total Depth f+ro�•r�nal grade:
LEGAL DESCRIPTION . g veslw GPD/S .Ft. , t
Lot; Block: Subdivlsl Depth to pipe bottom from original grade: Gravel depth beneath pipe
N 04 M F�.I6+1-?S Ft. .O(0 Ft.
Fl.
Township: Range: !4L/ Section: Ft.
added above original gTde: Gravel length:
/�(. • 5 * I�DE
FI.
Gravel width: Number of lines: Cislance b 1w en lines:
❑ Newgoe 5 a- Ft, I +� A Ft.
Classification ( e, A,B,C):Cased To: Total absorption area: Pirmal1rial. D Ro8A, Fl. rJ S O SC. FI'1Driller:Static Water Level: Installer: I Date Ins IleCA-P-1^.S-Ylaid: Pump SetI Above GroundTANK
GPM
SEPARATION DISTANCES VSeptic ❑ Holding ❑ S.T.E.P.
Capacity in gallons:
TO septic Absorption LIlt Holding tt/Private
Manufacturer, ' 1' `,L
From Tank Field Station Tank Sewer Lines f.a++� f--
/ Material: Number of Compartments:
Well I D/% 1�I* /� N Q5 S F 2
Surface 1`4 //AA LIFT STATION
Water a
/ Site in gallons: Man rer:
Line `i•5r* 5b/± NIF} NlA pis
( / N / .,Pump on" level at: ..Pu evel a . High water alarm at:
Foundation ;7-
t �� N A, A
curtain Pump Me of Electrical Inspections performed by:
Drain
Remarks: Soles AQUA^ 02.'3a -t 7'�� BENCH MARK /
Location and Description:
1)N �fD
-- Assumed E�I'etion,
EINE ,SEAL
OF
dw e•' can yy
T �
O •a. � •a• '� f4
J6FF 6� _ Dates: 1 st 4 •.i. . ., `,.,., .. ,,
Inspections performed by: 11 f 94 •. �, p
2nd
Je et, . Garn
CF -7953
Department of Healt nd Human Services approval 1� ,,,.•••,••re+*��<
Reviewed and approved by:
Date:
72-013 (Rev. 9/91) MOA 25
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�, • • CE•7953
\,k ROFES5I�N��
95.0
90.0
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Permit No. 'SV�9' 00+1'0 Page
Of 3
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: 6+ -+--Ts S/D PID No.: OI 4 _ 311-- I D
72-013 A (1193) -
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
PAGE 1 OF 1
Sf (ok3(lgf l 60 5-'Djr.vi
y "ee ,,I -/,�, y Co, 1-2-:1sPm
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW940410 DATE ISSUED:10/25/94
DESIGN ENGINEER:ALASKA WATER & WASTEWATER SERVICES EXPIRATION DATE:10/25/95
OWNER NAME:KNIGHT KIRK & LYANN
OWNER ADDRESS:8928 ABBOTT LOOP RD
ANCHORAGE, ALASKA 99507
PARCEL ID:01431110
LEGAL DESCRIPTION: MAY HEIGHTS LT 5
LOT SIZE: 33562 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1.
2.
3.
4.
a
THE ATTACHED APPROVED DESIGN.
ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80).
THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 (24 HOURS) .
FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PR
RECEIVED B
ISSUED BY:
DATE:
DATE:
Alaska Water & wastewater Services
"Preserving The Last Frontier"
Octr.,l:>or 2, .199.1
Muni ci.a a.l.i'r:y of Anchorage
Oepartment of Health and Human Services
Division of Environmental. Services
On --Site Services Section
P 0. Box t966_ 0
Anchorage, ftl asl<a 99519--6650
Ref 'optic system Upelrade for Lot 5, May Heights SI/D.
-To whom it may concern:
2. SURFACE WAr[:R.- None:: observr d
:3.-f"OPOC"ROPHY: 1 here are no slope concerns.: The lot is
ge,ner1,ll.y fIal; in the area proposed -for the Upgrade.
1: am unaware (DF any negative impacts that this installat-ion
would impose on <^a'd",j-scent wel.l.s, or Septi"c sy stern: . :if you
have anv c;ur.stion, pQease call me a _337-6179-
S, i.nc.era1.y
:IoI
Own
6. t.arrre"s.y,
nSU l tan i.
OF °e
14
U••• OH•Hue•w•
�fkoy . Gayness
CE -7953
PROFESSI��� �
Telephone: (907) 337-6179 • Fax: (907) 338-3246 • 8471 Brookridge Drive • Anchorage, Alaska 99504
Attached is the, application, site
plan, and design drawings
for the scrbject upgrade.. Comments regarding the proposed
system are as follows_
1._ TRENCH Dl TGN As can be
seen from reviewing the
attached percolation tests, the
soil. "perked" at 4.4
_tM
minutes/inch al; the location seleel.ec;, for the nz;w trench. 1
y�
0" 11) conservatively assurni.ng an
application rate of _8
00'fl'y
gpd/fi;' = Si.ne, the exist.i.rx1 home
has 3 bedrooms, t,he:; total
cae ign -floi•d is 450 gpd. Based upon
this, the- minimum amount
of absorption area is 562,x, 11:0.
Tyre. proposed trench is 5
y`^�5
�T
%c --,et wide,, el -f ee t deep and 57
feet long, providing an
et"fE§Ctivc- absorption area of 570
An alternator valve
will be. i_nstal.lcd so that f .Low can
by diverted to either the:
old or new trenches- i he old trench will bre: pumped so as to
has i;en its recovery.
2. SURFACE WAr[:R.- None:: observr d
:3.-f"OPOC"ROPHY: 1 here are no slope concerns.: The lot is
ge,ner1,ll.y fIal; in the area proposed -for the Upgrade.
1: am unaware (DF any negative impacts that this installat-ion
would impose on <^a'd",j-scent wel.l.s, or Septi"c sy stern: . :if you
have anv c;ur.stion, pQease call me a _337-6179-
S, i.nc.era1.y
:IoI
Own
6. t.arrre"s.y,
nSU l tan i.
OF °e
14
U••• OH•Hue•w•
�fkoy . Gayness
CE -7953
PROFESSI��� �
Telephone: (907) 337-6179 • Fax: (907) 338-3246 • 8471 Brookridge Drive • Anchorage, Alaska 99504
LOT 16 SVC 3
wELt" Lor' 3 NtA so -751
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J41 P, V—�)i 6A VT so 4
I r^ f y A. Garn ss
CE -7953
_F WASTE—WAMEP, SEP—V'(�S'- A0:,
pAaaD ALAS I0 AV
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s s
IPA --m- /0%- T'::14
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Ota OL -D 7ve.AIC4
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L�PR-rx.�n C i>f�` ICaN
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r
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TCF-�j��
57' Lo46- Glo
P • ._fa -1
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VALVE_
p
V1 NEW do
I G.nL�a SEP��c
k4„
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i V
I,pLP-rF_D VraO� DFs1'.
vu ---N cw -Y23P ci FILL W 1 l
o "-n4 TL
-- Cprcio2 S�s�L�• P�Pal2
OLD -ME`V�« Sump WHIc�a-
I�
-- INSIY�LI— FdUNDA 10 n1 C�O Wla��1 SEW�I� l rJl CXI�•
Iv
PP*P A I¢�pD FOR : RC1 fzY k N i G k�
'p(2,rPAaF—D WY : ALASKA WAT—Z WASTEWA-r�R EQUIGs�s
LCrA --5 sCAlZ
V�
.: OF 4� Ill
ems. •.�°t' �1
1.
1 r A.Garness � W,
(�• .7953
0,�, ROFES; �°r'
` EIJG}-i 514ALL. .}AVE A MINIHVM lE�1CS>#F OF 5�.5 F��i
/; Ta"r'HI--�AS`-�a_B-nnN A•��,�, aF_��5 SG1Unr2.>= �•E"r"%
�EcnvE
M60 I-ppRlo 6- ruBF.
MP,FoRA-TED 1^1
-rN,E &gAVEU LA`IER
13P/KFIk-x- Wtp-F NPTIVE Solt_
AND MOUND sofl_. PR0VlD1=
'Tl7PSoiL � Q-�-S��•
INSU�A'�G� P�oA2D IF
Coj15 LesST- 44 �
f— SILT 9APRlaP,
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4 9 �
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1. DRAIN RC,aK SHAD 16F \/Z. TO 2.ES SCP-Ea�JE.D RQ�-K _
x, (°OR LDGA'f1Or! ©1< MONI•f7�P' In1Cr `C'UBES � GLZ-'L f-ouTS
3, 'rRFhtCN SHALL.. R.VN PA2/- L F_I_ -To 'I H'E Swlpp- CANTouPs
pYL MATE=IAI-S `n� CONFO2M TD �EcIFI�n^IS 6UTUN Irl M,a•A
(7�(3l'ICA`r1ON �%% St NDFcfZ CbM- OF !�`��'
poNF� rrS , Pa2`�S� "1 MA^r�21Pr�5 USED IN CoNQ%'ke--Pok/ W IT'I
w/asrwa�F� DISPoS 5`Isiw�15' �An�uaray l°I90 °'P(:, .....P.t•�
5 /W t[iE Sl+A4LOW TRE.NC4 DETP,•IL �T lPic��� r y '• *,/��
LOT' S. MA`( µ-F-ICI-FT'S,
PREPa�>=D FOf2 1�NIGNT s/t>
: K I �K lQ c� f y A. Garnass
/kST�WrkTF-P.. SE��IIC�s /� ,
CE -7953:
p(ZEPAfIE D 3Y ; ALASKAROFESSt�o�P����p
��.... <,
I
Munlcipaliiy of Anchorage
DEPARTMENT, OF HEALTH & HUMAN SIRVICES
825 "L" Street, Anchorage, Alaska 9950}.2-0650
SOILS LOC - PERCOLATION TEST
PERFORMED FOR: t P, L4 DATE PEF
L.07 5 J �AA�'1 Township Range, Section: N A
LEGAL DESCRIPTION: 01 Apr SITE PLAN
0(Z6-4+ IG/LvPNj
�.1n2,OP�J
SortG— PLLI.lF__T5 r>F ML_
90T-rom
%C1p2DPn0
'OMMENTS
WAS GROUND WATER
ENCOUNTERED?
No-- --
S
IF YES, AT WHAT
L
0
DEPTH?
N^
hT
E
Depth to Water Aller N
Z
Monitoring7 4
Dale: !�
PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND 0 FT
���(��F�SS I CERTIFY THAT THIS TESL
PERFORMED BY: � ,
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
D '�
72.008 (Rev, 4/85)
I°= 40
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street - Anchorage, Alaska 99501 Telephone 264.4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
PAOIJE NEW --
NAME 1 \N�` �uS�Rv c�Qn1 \1U J� - ('OS CO ❑ UPGRADE
MAILING ADDRESS
LEGAL DESCRIPTION _ `�E��H,Te7 ��
~ � � a� NO. OF BEDROOMS
LOCATION bQ — ov
' `©�9 PERMIT N0.
Well Absorption area Dwelling
DISTANCE TO: \ ®� S
tments
U y
Material ��..P
No. of compar rl
w0.4
1.
Ch5zce'9,
G35
Liquid depth
to I-
Liq.`ap�acit�y I�n gallons
IF HOMEMADE:
Inside length
Width
PERMIT NO.
We
Dwelling
g
O z
DISTANCE TO:
Material
Liquid capacity in gallons
O?4
Manufacturer
S 1 --PERMIT
Foundation �
©
Nearest lot line .Z�
NO.. �j�
� oC�'d g
Well
_jz
DISTANCE TO:
Total length of lines
Trench wi `l�
Distance between lines
Length of 'each lire
J LL z
No. of lines
`�
inches
area
F- z a
11
Material beneath rile
Total effective absorption
'b�
TIr-op of rile to finish grade
� O
®11
inches
Depth
PERMIT NO.
Length
Width
ru
Cr' 'a ete
Crib depth
Total effective absorption
area
4 f-
Type of crib
6 O.
w
tNI
Building foundation
Nearest lot line
We
N
DISTANCE TO:
Driller
Distance to lot line
PERMIT NO.
Glass
Depth
w
w
Sewer line
Septic tank
Absorption area(s)
Building foundation
3
s
DISTANCE TO:
I
OTHER
I
r�t—�
— I-7777—
PIPE MAI tHIALJ
SOIL TEST RATING
INSTALLER
REMARKS
TE LEG
33
a
d, % Cell"II l
DEPARTMENT OF' HEALTH AND ENVIRONMENTAL I'PR�:1'Y"EC:TIUFd —
82-S 'L.` aTRF.ET, ANcHort,.M E., AK. 9' 501
20644.4720
�>;'A C -)j �.`� �-��.� � G� � �=� Ire �" �� �•�P �. �J ��5-��
PERMIT NO.r 780900 7 �i,�.t/ti
ippL I CANT L I NC C ONSTRU T I i1Fd I Ni; 160HN dFlCIRCLE
,OCOT I UN MBBOTT LOOP FRCS LOO SIZE 40000 SQUARE FEET
, 13 MAY HE I f-liTi 5.
I L tAL L_ I:7
'YPE OF SOIL ABSCtRDTICSN SYSTIYr1 IS: TRENCH
OIL RATING CSCE F"CY'RIR)W :9.2
IA;;IMUM NUMBER OF �sEL��:r�UMi -�;: "3* -3 S
CHF- REQUIRED S I yE OF THE. SOIL ABSORPTIONTE-M I S : 5
386–
AW
Lp C fid! •n
THE LENGTH DIMENSION I S THE. LEN T H (IN FEET) OF THE-" TRENCH OR DDA I NF I ELD.
THE DEPTH OF A TRENCH OR PIT I S THE DISTANCE BETWEEN THE SURFACE OF" THE
GROUND WND THE BOTTOM OF THE EXCAVt l"f ION C I Pd FEET).
TI -11 --RE IS NO SET WIDTH OR, TRENCHES.
THE GRAVEL DEPTH I S THE MINIMUM I�IF.PiHi C11 ' GRAVEL I�f BETWEEN THE i�UTh AL.l." PIPE
AND THE BOTTOM Or THE EXC:AVnTION (IN FEET).
CA@ e�va[ eIr"
`ooa
F.' F-. 9,::g tLu A I F� E LD'
- r ""ice t5 x ZEE °-'
PERMIT APPLICANT HAS ` 14E RESPONSIAII..ITY TO INFORM THIS DEPARTMENT DURING THE:
INSTALLATI0I4 INSPECTIONS OF ANY WELLS nDJHC:ENT TO THIS PROPERTY AND THE
NUMBET' OF RESIDENCES THAT THE WELL WILL. SERVE.
BACKFILLING OFANYSYSYW:PYi baITHiC1UTFINAL INSPECTION AND APPROVHL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM D X STANCE BETWEEN A WELL AND ANY ON --SITE SEWAGE DISPOSAL k'STEM I
CAU E'E6."t FOR A PRIVATE WELL., OR
1,50 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE= TYPE OF PUBLIC WEL.L.
WELL LCICIS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN tU DAYS
OF f HE WELL COMPLETION.
OTHER REQUIREMENTS MAY APPLY. SPEC I {: I CAT IONS AND CONSTRUCTION DIAGRAMS APE.
AVAILABLE. TO INSURE PROPER INSTALLATION.
5 s �� = y fL! X 110
I CERTIFY THAT
;I.: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SE'
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
% !dI! I_ INSTALL. THE SYSTEM IN ACCORDANCE WITH THE CODES,
I UFdDF �< "AND THAT THE CNrv•SITE SEWER SYSTEM MAY REQUIRE: ENLARGEMENT IF THE
ftE,i ti CyEFdC _ I . IREMODE ED rfJ INCLUDE P'ICIRE THAN 4 BEDROOMS.
.
L.INC: CONSTRUCTION ING
ISSUED BY
V _. 2
v �..IX)�ts'71)�? Zr(i �. R %fir' -/i y'�JI/i N1 ��i%�1�l/ !l✓Z::
/ O
M
SUBJECT (,(kl/�,1��ff
GC)E
/�:yn/77r
DATE
MESSAGE
,?-X'
p
i% '5Nllel� -- -= � iS�, e %eta
/�� ✓�'
/
J
SIGNED AZI
REPLY
Redifprm© 4S 471
SIGNED
SEND PARTS 1 AND 3 WITH CARBON INTACT -
PART 3 WILL BE RETURNED WITH REPLY.
DATE
PIXY PAK (W SETS) M 471
A SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION E-1PERCOLATION
®TEST
Pouch 6-650, Anchorage, Alaska 99502 276-2221
SOILS LOG - PERCOLATION TEST
PERFORMED FOR: LV\A.6 DATE PERFORMED: \ 1 d
LEGAL DESCRIPTION:
Date
DT
(FEET)
SLOPE
Depth to
Water
SITE PLAN
I_
-
- $a- j
2
3
f r
I
4
� I
I
-
5
�W
6
I
i
8
10-
11 .
12
13 C
14 3
51617 15-
16--
17
18-
19-
20-
COMMENTS
81920COMMENTS
WAS GROUND WATER S
ENCOUNTERED? L
O
P
E
IF YES, AT WHAT
DEPTH?
i
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN FT AND -- FT
PERFORMED BY\ �`A i ` ` CERTIFIED BY: L1 ` "✓"`�✓� DATE: -2
72-008 (7/76)
rT
tna
Drilling Co.
WELL CONSTRUCTION LOG
Driller YKI 1r1/V11 r1. r1 NJ Vrw l',11 Type of rig LSld
We I I owner Y4/ � y`� l..�l_1 � t
Well location: (address & legal description)
USGS no.___
Dale wall completed
Nearest community
Location sketch or remarks
MUNICIPALITY OF ANCHORAGE
DEPT. .
O th of well_It in • de tl� ft diam `i' n ENVIROP',. ON
ep _
Static water love l(_[�rt.
as g. p Q
(aj�Wl, helow) land surface. Data 1-01 d
- -� -
Finish of well: open-end, screen, perforated, open -hole, other)
.0'1 i 11
Describe intervals
and size:
J4
ty gr
�4� E C E I '
Well yield tested
for _ Yl:;L- hours
by (pumping,
with —jft.
hailing, air) at �� gal/min,
of drawdown tram static level,
oto_to
ORILLER'S MATERIAL LOG
0 a p I h below land Give description of strata penetrated
surface in teal (size of material, color, hardness of drilling, and water content)
C to 50
5 ikik,,13 tJr-
1D to'✓ 9
0 rak
.0'1 i 11
,-3 to
J4
7
,te
to
i t
Jease.sI t
oto_to
—to-
-to--
--to
„ r f' 2 ,i
—to
—
__to
[o
to
—
to
—
to
—
_lo
to
—
to
to ---
I
Io
o
t o
-
_l0-
1
to
—
0
to
0�� _ C(c —11-
11 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-4720
Application Date `/ :?.2 /� l —
1. GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
Location (address or directions)
' lIN f J
(b) Applicant Name jb ,.� Telephone: Home Business
Applicant Address _ L)�a✓<
(c) Applicant is (check one): Lending Institution D Owner/builderA ; Buyer ®; Other © (explain);
(d) Lending Institution �� �Telephone J- �'� 0
Address __ 104-c
(e) Real Estate Company and Agent
Address --
Telephone
(f) Mail the HAA to the following address:
t(
2. TYPE OF RESIDENCE
Single -Family K Multi-FamilyE] Other
Number of Bedrooms 3
3. WATER SUPPLY
Individual Well ® Community ® Public D
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 P Public D Community ❑ Holding Tank
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
Page 1 of 2 72-025 (11:84)
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 -t, :a >"1 L; +� �( , ���', Telephone `F- % l
Address
Date / �-
WATER 14ELL NOTE: This Health Authority Approval inspection merely
certifies that the subject water well produced 150 gallons per
bedroom per day and that certified laboratory tests showed no
presence of coliform bacteria in a sample of that water. No warantee
or certification is expressed or implied concerning the long term
adequacy or safety of the water supply.
ON-SITE SEWAGE DISPOSAL SYSTEM NOTE: This Health Authority Approval
inspection merely certifies that the subject on-site sewage disposal
system accepted at least 150 gallons of water per bedroom per day
as determined by methods approved by the' Municipality of Anchorage
Department of Health and Human Services. No warantee or
certification is expressed or implied concerning the long term
adequacy of the on-site sewage disposal system. Construction data
reported on buried system components is from MOA files and was
not verified during this inspection.
6. DHEP APPRVA
Approved ed for for .,W bedrooms by Date
Approved Disapproved — Conditional
Terms of Conditional Approval
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approval certificates based solely upon the representations 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
MUNICIPALITY OF ANCHORAGE (MOA)
1, it H ` ,HFAkTH AUTHORITY APPROVAL (HAA)
t • f "` `'CHECKLIST - FEBRUARY 1984
264-4720
qW Legal Description:
A. WELL DATA
Well Classification 41/wle° If A, B, C, D.E.C. Approved (Y/N)�/1'
Well Log Present (Y/N) t e-5 Date Completed Yield 7W
Total Depth Cased to _9— Depth of Grouting
Static Water Level %fL' z Pump Set At 6f
Casing Height Above Ground
Sanitary Seal on Casing (Y/N) yes
Electrical Wiring in Conduit (Y/N) / fs Depression Around Wellhead (Y/N) *0
Separation Distances from Well:
To Septic/Holding Tank on Lot .97
On Adjoining Lots
/DCD
To Nearest Edge of Absorption Field on Lot
On Adjoining Lots
To Nearest Public Sewer Line
To Nearest Public Sewer
Cleanout/Manhole
To Nearest Sewer Service Line on
Lot
.�
Water Sample Collected by ����
; Date
Water Sample Test Results _ s
Comments e��vnr r
v�s� �t/a ✓ter
vas
-��✓�v i r .�''
A^see4
B. SEPTIC/HOLDING TANK DATA
Date Installed 9-Q97&_ Size _ �TAe, No. of Compartments
Standpipes (Y/N) X 5 Air -tight Caps (Y/N) y�S Foundation Cleanout (Y/N) y«
Depression over Tank (Y/N) &4b Date Last Pumped ;?3� ��
Pumping/Maintenance Contract on File (Y/N) e" ; for ✓Y�/�
Holding Tank High -Water Alarm (Y/N) Temporary Holding Tank Permit (Y/N)—
Separation Distances from Septic/Holding Tank:
f9i
To Water -Supply Well X" To Building Foundation
To Property Line Z To Disposal Field z
iy
To Water Main/Service Line To Stream, Pond, Lake, or Major Drainage
Course
Comments
Page 1 of 2
72-026(11/84)
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata /r�Jr AeM/% Type of System Design
Date Installed 1C^ a�� 7X
Length of Field .58
.. r r
Width of Field Depth of Field f[
Gravel Bed Thickness ri C50
Square Feet of Absorption Area 3gd Standpipes Present (Y/N) SAGS
Depression over Field (Y/N) A/0 Date
Date of Last Adequacy Test
Results of Last Adequacy Test (2k - '3 Rdy-m.s
Separation Distance from Absorption Field:
7 A
To Water -Supply Well 16C) -I- To Property Line 22
To Building Foundation e& To Existing or Abandoned System on
Lot Aml? ; On Adjoining Lots
To Water Main/Service Line ZFbTo Cutbank (if present) iV�/�
To Stream/Pond/Lake/or Major Drainage Course_Zel/�_
To Driveway, Parking Area, or Vehicle Storage Area
Comments
D. LIFT STATION
Date Installed Dimensions
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Comments
Manhole/Access (Y/N)
"Pump Off" Level at
Vent(Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
"' Check Permitted Bedroom Rating Against HAA Request "
I certify that I e cl t?d, v i ed, or conformed to all MOA and HAA guidelines in effect on the date of this inspection.
Signed Date_f'i1S le��
Company /v.t.,�) i l a MOA No.�
.4V ''�V'„••000• ? 3': �,�
b iV O �r;�, e • c
Receipt No. �1 k
s G's'a t "'t't', .
Date of Payment f - : —`-' e
f-7eso�o�o •��oe eoo c 0ua .: r<ou crs-'y
Amount: $ %�n i I�
•��' ee ea"eo�'�
e o
c3 • NEIL HFlN/TH ORNE e �,f
':.• U - 43469 03 6 17
IFI ei
Page 2 of 2 � �'?/' �._ .. ..:, �.- ' ✓
72-026 (11/84)
° ° P.O. BOX 6650
:Eylilii1.3�1 71�a�l ,yi ANCHORAGE, ALASKA 99502_-0650
(907) 264-4111
A��h TONY KNOWLES,
{t.. MAYOR
DEPARTMENT OF HEALTH & HUMAN SERVICES
August 2�, 1986
Neil Hawthorne, P.E.
NHawthorne-Engineering
7127 Old Seward Highway
Anchorage, Alaska 99502
Subject: Lot 5 May Heights Subdivision
Waiver Request, WR86-119
Dear Mr. Hawthorne:
Your request for a waiver of the 100 foot separation required between
the well and septic tank on the subject lot- has been granted. This
distance has been waived to 97 feet.
This waiver is valid for the existing septic system only. Any
modifications to this system must meet applicable separation distance
requirements.
Sincerely,
'.,4e0v,
Stephen S. Morris
Civil Engineer
On-site Services
SSM/ljw
NHAWTHOR NE-ENGINEER.ING
7127 OLD SEWARD HIGHWAY
ANCHORAGE, ALASKA 99502
907-344-4711
MUNICIPALITY OF ANCHORAGE
n/ LJ DEPT. OF HEALTH &
% "I C % I 1 S ENVIRONMENTAL PROTECTION
n s 12AUG 2 06
A RECEIVED
�l'Ea SE' CC ✓I 5�C- Br
7- r'
L
1 G1
Crimee�r'S �
50
/ L 6N �/ e r (� r or v_ v G✓ K i s "�-S i✓ v vv�
5 8 �c 72 /,L / f�� i�G1JS C f� �� 2067
L �I
Ss 4 ,
C;
MUNICIPALITY 01: ANCHORAGE
MUNICIPALITY OF ANCHORAGE
Or HEALTH &ENVIRONMENTAL PROTECT-Ipte
�r
�,i
Y�9 � F,' L. Street • Anclrorago, Alaska .10,101
lITDEPARTMENT -- 4CTION
ENVIRONA �T.`.I-
I1�IsF2-
/f� t1
ENVIRONMENTAL ENGINEERING DIVISION
Telephone 264-472.0
�
OraC 1 8 137
—
,r�
REQUESTREQUESTf©FORAPPii+7VAL. DF INDIVIDUALWATER AND
Si.GVF ,
P'FtIVTi
DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please
allow ton (10) days for processing.
------------
1. PRjtOPERTY OWNER J `.y� /may✓
PHONE / y
MAILING AtR:SS
---- �PHONE-------�'
PROPfPiTY kF.SIDENT (If different from at------
PUBLIC UTILITY
MAILING ADDRESS
3, LENDING INSTITUTIONU
PRONE
M-ILINGADURES5�// /, ^
4. RFA _)-Ok/AGi[Njl
_
MAILING ADDRESS
5. LEGAL D
STR
6. 'rYPF OF RESIDENCE ✓
A
SINGLE FAMILY
❑
MULTIPLE FAMILY
7.WATER SUPPL.Y
(7
INDIVIDUAL*
(�
COMMUNITY
C.7
PUBLIC UTILITY
B. SEWAGE DISPOSAL SYS'rEM
INDIVIDUAL/ON-SITE
❑
PUBLIC UTILITY
NUMBER OF BEDROOMS'��—
❑ One ❑ Four ❑ Other
El Two f_7 Five
B� Three 1-1 Six
* ATTACH WELL LOG. A well log is required for all wells drilled
Since June 1975. For wells drilled priioor to that date, give well
depth (attach log if available.) /
"if individual/on-site, give installation date ��✓5 _�
If system is over two- (2) years old an adequacy test is required
by this Dopm tment.
NOTE: THE INSPECTION 17FE MUST ACCOMPANY EACH REQUE=ST BEFORE PROCL'-SSING CAN BE INITIATED.
72-010(3/78)
THIS SIDE FOR OFFICIAL USE ONLY
•
A
DALE RECEIVE=D �-��-'®�•�
INSPECTION APPOINTMENTS
------
TIME
---
TIME --- -
TIME —
DATE---
DATE-- --
DATE '------ -._._�
INSPECTOR
"INSPECTOR
INSPECTOR_ _
DIRECTIONS: --�— - - —
1. TYPE OF RESIDENCE NUMBER OF BEDROOMS
❑ SINGLE FAMILY ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER
❑ MULTIPLE FAMILY ❑ TWO ID FOUR ❑ SIX
2. WATER SUPPLY
PERMIT NUMBER
❑ INDIVIDUAL
DEPTH OF WELL
❑ COMMUNITY
DATE DRILLED
❑ PUBLIC UTILITY
Connection Verified_______
LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM
PERMIT NUMBER
UINDIVIDUAL/ON -SITE
❑PUBLIC UTILITY
DATE INSTALLED
Connection VerifiedINSTALLERS
-- '—
❑'Septicank or ❑Holding Tank
Size: — 0 If Tank is homemade—
— ---- -
SOILS RATING
give dimensions:
TYPE OF TANK
MANUFACTURER
TOTAL ABSORPTION AREA
MATERIAL
4. DIS FANCES
Septic/Holding Tank
Absorption Area
Sewer Line
Nearest Lot Line
WELL TO:
Absorption Area to nearest lot Line
5. COMMENTS
G,�'APPROVED FOR BEDROOMS
❑ CONDITIONAL APPROVAL (letter must accompany certificate)
❑ DISAPPROVED
DATE 13Y ITitle) - -- -- --- —��
L, AL DESCRIPTION -- - - �--
!"-Ulu khev. s//?Jt
Municipality of Anchorage
On -Site Water & Wastewater Program
(907)343-7904 '
�V
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
Parcel I.D. 014-311-10 Expiration Date: I — 3 1— 13
1. GENERAL INFORMATION
Complete legal description MAY HEIGHTS LOT 5
Location (site address) 8928 ELMORE ROAD *ANCHORAGE, AK 99507
Current Property owner(s) RICHARD & LEANN LLOYD Day phone 346-2890
Mailing address 8928 ELMORE ROAD *ANCHORAGE AK 99507
Real Estate Agent TODD SCHLEGEL W/ COLDWELL BANKER Day phone 230-6159
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 On-site
0
Individual Water Storage
❑
Individual Holding tank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
❑
Public Sewer
❑
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fees �� O ' Waiver Fee $
Date of Payment LO laSk2 Date of Payment
Receipt Number ��Jq�i �n Receipt Number
COSA # 0'-)c 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. 1 further verify that based on the
information obtained from the Municipality of Anchorage files and from my investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm
GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179
Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date 10.&#L
Engineer's Comments:
In conducting this evaluation, GEG, LtD. attempted to provide a thorough, q O�
conscientious engineering analysis of the system in accordance with ADEC and MOA o r)
C �0
DSD Guidelines & Regulations. The reported results described the pe formance of the DOPA S QO
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* ; ' 4. TH �*
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 : .... ss:
results do not guarantee future performance of the system, nor do they guarantee that Q� O r A.9 E— 95 �G
there are no hidden defects or encroachments. GEG, LTD. can therefore riot provide
any warranty or future estimate of how long the system will continue to meet the 1/7 r2 0°00
operational requirements of the ADEC or MOA DSD. The content of this report is for d�eapro f fessWoo�
the sole benefit of the owner listed above. Any reliance upon or use of this report by any �DOpO000a
other person or party is not authorized, nor will it confer any legal right whatsoever.
6. DSD SIGNATURE �1Y OF41
System #1 Approved for 3 bedrooms. ����G\
System #2 Approved for bedrooms. ON-SITE
_ WATER AND
Disapproved. WASTEWATER
PROGRAM
Conditional approval for bedrooms, with the following stipulai�p�
The Municipality 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:
COSA Checklist Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
By: "
(Rev. 11105)
Original Certi`icate Date: /0 3b / 2
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: MAY HEIGHTS LOT 5 Parcel ID: 014-311-10
A. WELL DATA
Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (YIN) YES
Date completed 11/29/78 Sanitary seal (Y/N) YES Wires properly protected (YIN) Ye"s
Total depth 96 ft. Cased to 90 ft. Casing height (above ground) 12+ in.
FROM WELL LOG AT INSPECTION
Date of test 11/29/78 10/9/12
Static water level 78 ft. 71 ft.
Well production 30 _9_13 M. 4.16 g p m
WATER SAMPLE RESULTS:
Coliform n 0 1, 1'
colonies/100 ml. Nitrate �� r 1 mg./L. Collected by: GEG. Ltd.
Arsenic:A) ) C)ug./L. Date of sample: 10/23/12
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC/STEEL Date installed 10/31-11/l/94 .
Tank size 1250 gal. Number of Compartments 3 Cleanouts (YIN) YES
Foundation cleanout (YIN) YES Depression over tank (YIN) NO High water alarm (YIN) N/A
Date of pumping 8/6/12 Pumper ISAACS PUMPING SERVICE
C. ABSORPTION FIELD DATA -BELOW EXISTING GRADE
9/26/78 125 TRENCH
Date installed 10/31-11/1/94 Soil rating (g.p.d./ft2or/bdrm 0.8 System type SHALLOW TRENCH
38 1.5 5
Length 58 ft. Width 5 ft. Gravel below pipe 4.06 ft.
*11.83 380 YES NO
Total depth *8.12 ft. Eff. absorption area 580 ft2 Monitoring tube YES Depression over field NO
Date of adequacy test 10/9/12 Results (Pass/Fail) PASS For 3 bedrooms
Fluid depth in absorption field before test 0 in. Water added 840 gal. New depth 41 in.
Elapsed Time: 1432 min. Final fluid depth 0 in. Absorption rate >= 450+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE If yes, give date
1978 TRENCH ONLY ONE TESTED. 1994 TRENCH HAD 35.5" OF WATER IN IT AT TIME OF INSPECTION.
D. LIFT STATION
Date installed Size in gallons Manhole/Access (Y/N
"Pump on" level at in. "Pump off" level High water alar level at in.
E. SEPARATION DISTANCES
Cycles tested Meets alar & circuit requirements?
*SEE ATTACHED AWWU DRAWING
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tankAtft station on lot 100'+ On adjacent lots 100'+
Absorption field on
Public sewer main
Sewer/septic service line
100'+ On adjacent lots 100'+
*75'+
25'+
Public sewer manhole/cleanout *100,+
Holding tank N/A
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+ Absorption field 5'+
Water main N/A Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+
Water service line
i n'+
Building foundation 10'+ Water main N/A
Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
I certify that I have determined through Said 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 JEFFREY A. GARNESS
Date 10 I Zy112_
(Rev. 11/05)
itiii m.:tl.
SGS Ref.#
1125315001
Client Name
Garness Engineering Group, Ltd
Project Name/t/
May Hts Lot 5
Client Sample Ill
May Hts Lot 5
Nlatrix
Drinking Water
Printed Date/Time
Collected Date/Time
Received Date/Time
Technical Director
10/31/2012 8:28
10/23/2012 16:00
10/24/2012 9:00
Stephen C. Ede
Sample Remarks:
450ONO3-F - Total Nitrate/Nitrite - MS recovery is outside of QC criteria (biased low). Refer to the LCS for accuracy.
Allowable Prep Analysis
Parameter Results LOQ Units Method Container ID Limits Date Dare
ini[
Metals by ICP/MS
Arsenic ND 5.00 ag/L EP200.8 C 10/26/1210/30/12 SCL
Waters Department
Total Nitrate/Nitrite-N
4.1 t
0.100 mg/L
SM21 450ONO3-F B 10/25/12 CMA
Microbiology Laboratory
E. Coli
Negative
1 100ml-
SM21 9223B A 10/24/12 DLC
Total Coliform
Negative
1 100mL
SM21 9223B A 10/24/12 DLC
Lot 3
West 140.00'
Lot 5 50,
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49TH k
.................................�
oOQ
Lot 104
�. David M. Dreyer e
Q_ LS-10392 p
,�
p�4p °°ao NOTE:
°fessionat �' o
THIS DRAWING SHALL NOT BE MODIFIED FOR USE AS A PLOT
��OOOoo��
PLAN
WITHOUT THE EXPRESSED WRITTEN CONSENT OF LANTECH.
Legal Descriptor:
ordered 8y Tadd Schlegel/Coldwell Banker
AS-BUILT
Best & Properties
Legend '-� A Phalt -�
Lot 5 t
Septe s ndpipe©�
MAY HEIGHTS SUBDIVISION
Water Well ® OveMang
shoe—x—x— w'aod Dock
has survey of the
SURVEY OERson
N: l[n tan a
,report, as shown an this drawing antl certifies that the improvement.
are the p
dhetetl Merron at. wiMln the property lines and no e'mroaGments
y lines o encroachments
exh[
.the, than notes.
LAND &CONSTRUCTION SURVEYORS—PLANNERS—ENGINEERS
EXCLUSIONARY NOTE: It Is the o responsibility to determine the
axletence of any easements, covenants, restrictions or right—of—way
440 West Benson Boulevard, Suite 200
Phone: 562-5291
taking. which do not appear on the recorded subdvislan pint.
circumstancesno should any data hereon be used for construction,
Under
Anchors e, Alaska 99503
9
Fax: 561-6626
for establisM1ing property lines. or for plot—plan purposes,
Plat. 66-153 crid: 2335
Rec 12—L-203
Data: October 18, 2012 Drawn By. PL
Work ;den 2012—L-215 166/66-87
Rec 78—S-376
scale: 1'=30' checked By. DMD
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