HomeMy WebLinkAboutEKLUTNA HGTS STEWART ADDN LT 24Eklutna
Heights
Stewart Addn
Lot 24
#051-063-41
Municipality of Anchorage
Development Services Department ]y
Building Safety Division
On-Site Water and Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 3
www.cl.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SW060036 PID Number: 051.063-41
ia White
Wastewater System: ® New ❑ Upgrade
Ae12
ABSORPTION FIELD
® Deep Trench D Shallow Trench Cl Bed 13 Mand Cl Dmar:
Pthae N~ d 0earo :
Soa Wunq:
Tsar Depth barn onpnY grade:
LEGAL DESCRIPTION
0.45 GPDT?
9 Ft.
bock. Lot: Sub*Wvw:
Depth to pipe bottom eom mpnat grade:
Travel depth beneath ppe:
24 Ekiutna His Stewart Add'n
2 Ft.
7.0 Ft
Tcr w p: Range: secbm:
Fr added abort mynal pada:
G,eVet Length:
2.3 Ft.
72 Ft.
Well: ® New ❑ Upgrade
Grant MM:
2.5
Nu Aw d arida: I OGatMG between When:
1 0
Ft.
Ft
eta"ficaban (vnnte. A a, e):
ToW Depth:
Gaud to
1
Total abeorpnm area.
Plpa We":
3034 PVC
Private
240 Ft.
184 FI
1006 Fit
DOW
Sullivan
Date Mled:
513012006
stauWatar Level:
170 Ft
Mtaeer:
Flintstone/Jes
Date Nstalled:
611512006
vtetd Phx,o set at:
CaNng Nnght ADM Ground.
TANK
2.5 GPM 220 F
2 FL
SEPARATION DISTANCES
® Septic ❑ Holding ❑ S.T.E.P. ❑ Other.
To
Septic
Absorption
Uft
Holding
blidPrivate
ManLO8dWW
Anchors Tank
capaty:
1,000 Gal.
From
Tank
Field
Station
Tank
Sewer um
a
mate":
Nutear d Cmpwnenta:
Well
106.9
107.4
90
Steel
2
100+
100+
LIFT STATION
surface water
yMr.
Wnulactura.
Ld LM
12.0
10.0
Gat
8.3
10.6
'Pump W WM &I:
-Purp dr N st at:
HO "fer Nm a,al:
Found~
in
N
N
N .
50+
�/�
so
Pta,p Make a Medd
El"Wl Inspeebam Pei mad Oy
Cbn en
,Wp
Nanarm: per Survey As-built, Request Lot Line Waiver, see Letter.
BENCH MARK
L bm arW 07'"'n:
Top of Well
Aesuned ElMbon:
100.0 Ft.
Engineer's Stamp
Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1" 611412006OF
�.••�••��ss
611512006
A ••
2nd
•#
Development Services Department Approval
�:'
ar 431H °~ ••
Conditional Approval Date:
T..... 0
?.
:•Steven• R. Pannone! ir
•1�
Reviewed and approved by IVv Date: 12—/4
•'• No. CE 8149
..!..
(R,Dams)
•+. �ESSta ••
PERMIT NO:SWO60036 RECORD DRAWING
' WASTEWATER DISPOSAL SYSTEM
LOT 24 EKLUTNA HEIGHTS, STEWART ADDITION
FII
'I
�1
I
EXISTG f I I
SEPTIC 141
AREA
L7
P.I.D. NO: 051-06341
CO A B
AIRPORT OPERATION AREA
EXISTG WELL \
T1
11.6
51.6
/
I
s
T2
/
I
I
I AREA UNDEVELOPED
RESERVE SAS
C
11.4
50.2
I
I
I
I
I
I
I
I
I
FII
'I
�1
I
EXISTG f I I
SEPTIC 141
AREA
L7
P.I.D. NO: 051-06341
CO A B
135
PRIMARY SA
72LF x 2.5W x
TED. 11TD
M
/-3%
r {�
�1i..iWJ1
Cf)
J
m
W
V
Steven R. Pannone
13.51—_
2:.-
2 \ TFI1
M2 5% _
M \ T
T!.
FC
r 30 3BR y
I,oi. NV
15.7 17.2 ' `
24
—\ NEW WELL
AIRPORT OPERATION AREA
EXISTG WELL \
T1
11.6
51.6
\
23
s
T2
0
5
I
I AREA UNDEVELOPED
RESERVE SAS
C
11.4
50.2
I
I NO WELLS WITHIN 100'
72LF x 2.5W x 7'ED,
Cl
20.6
57.5
1
I Fo
11TD?t
M1
19.9
55.9
N
w
C2
56.9
19.8
I
I i1-1
.1
M2
53.4
18.3
135
PRIMARY SA
72LF x 2.5W x
TED. 11TD
M
/-3%
r {�
�1i..iWJ1
Cf)
J
m
W
V
Steven R. Pannone
13.51—_
2:.-
2 \ TFI1
M2 5% _
M \ T
T!.
FC
r 30 3BR y
I,oi. NV
15.7 17.2 ' `
24
—\ NEW WELL
NOTES:
EXISTG WELL \
5) Maintain 100' from proposed
4
AREA DEVELOPED
NO SEPTIC WITHIN 100'
\
23
s
accordance with AMC15.65.
lines.
systems
(907) 345-0893
EXISTG
150% SEPTIC 1
-10.0 AREA
NEW 1000 M --4-
- SEPTIC '" I
%ANKr, 1
I
I
I
\\ 125.8 19 1
I
\ I
I
I
•I
'j EXISTG WELL
a
I
Ut.SICi
NO. DROOM:3
TAN SIZE: 1000 gallon S.T.E.P.
P C. RATE: 30-60 MPI
IL RATING: 0.45 gpd/SF 2 O
(333 SF18R)
\AREA ROD: 1000 SF
SAS: DEEP TRENCH, T ED
SIZE: q2LF x 2.5'W, T ED. 1I'M
TOTAL AREJ�.1008 SF
JKtrAKtU t -UK:
NOTES:
3) Maintain 10' separation to all
5) Maintain 100' from proposed
and Made White
1) All work shall be performed in
lot lines and proposed water
well and all exist'g septic
Anchorage. AK 99516
accordance with AMC15.65.
lines.
systems
(907) 345-0893
SCALE: 1540'
6) Site plan revised per
��
2) Materials used shag be in
4) Lots served by private water
surveyors as -bunt drawing.
accordance with those specified In
system. No wells within 100' of
7) Swing ties were made before
1
AMC15.65, Wastewater Disposal,
proposed system.
house was set on foundation.
JKtrAKtU t -UK:
PANNONE ENG. SVC, LLC
P. O. BOX 102954
and Made White
ANCHORAGE, ALASKA 99510
7121 Hi
7121 Hillside Way
ay
Anchorage. AK 99516
272.8218 P. 272-8211 Fax
DATE: 12/14/06
PLAN
(907) 345-0893
SCALE: 1540'
PERMIT NO:SWO60036 RECORD DRAWING DETAILS P.I.D. NO: 051.063.41
WASTEWATER DISPOSAL SYSTEM
LOT 24 EKLUTNA HEIGHTS, STEWART ADDITION
a
4 O U U m M3M 31v
3a 331LL t101INON V
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PREPARED FOR
♦ . PANNONE ENG. SVC, LLC
♦ �{ Steven R. Pannone iH Matison and Marla White P. 0. BOX 102954
♦♦ ' CE 6t49 7121 Hillside Way ANCHORAGE, ALASKA 99510
1P� (•Z/•..•••�� Anchorage, AK 99518
��_ �.1Q� .• 227-3522 P. 272-8218 Fax
(907 345.0893
♦ •',\\-' ; tSJ;,��.� DATE: 12/14!06 DETAILS
SCALE: NTS
SCS ReEN
Client Name
Project Name/N
Client Sample ID
Matrix
Sample Remarks:
1066957001
Pannone Eng. Srv.
L24 Eklutna I Its
L24 Eklutna I Its
Drinking Water
All Dates/fimes are Alaska Standard Time
Printed Date/time
12/11/2006 16:37
Collected Date/Time
11/30/2006 12:35
Received Date/time
11/302006 13:27
Technical Director
Stephen C. Ede
Allowable Prcp Analysis
Parameter Results PQL Units Method Conminer ID Limits Dale Date lnit
Metals by ICP/MS
Arsenic ND 5.00 ug/L EP200.8 C (<10) 12/0410612/07/06 hill
Waters Department
Nitrate -N 5.23 0.100
mg/L EPA 353.2 D (q0)
11/30/06 JDS
Microbiology Laboratory
Total Coliform 0 col/100mL SM2092220 A (<I) 11/30/06 DPT
aIR� RYRI I
ROR ...R .IYOI
S 89'57'10" W -_ 95.50'
rn
,......a
C.O.s
v ,.
I w z
30.2
? CAS
z
W o
0
39.7o
:-..L179
o
'� ' ; XISTINGCn
`RUCTUREo
-
i
s AtVirY CEMICAIM
PLOT
AY...��� •...�rrl
FOUNDATION AS -BUILT
L arM LNrA
�..r�rYMrr+R.
rr.r r r.rA M rr. Mr
w w r r wrap" M++•
rw wr•
FINAL STRUCTURE AS -BUILT
L rl.�r rte/ r M 1
1
I J N 2.0 5
2.0' m
m 28.0' CD 24.6'
IQ o c
Iry o 0
0 o
I
30'
WELL
N 89'57'10" E 95.50'
LOT TMRKY SURVEY TYPE
❑ a'?ADAIIOA AS -BOLT —.-
❑ RMAL BAUCw t AS -MILT
❑ PLOT FLAN ... At-NULT ... LOT SURKY ... TCFOONAENY
23
iM
20
Prepared by
Robert E.ntJr.
Assoc.
ad Surveyors
Scala: 7 ,. = 40'
IAT 24
Hklutna Heights
SET RESAR �rm 'W DRAINAGE E- ASPHALT
p FOUND RESAR 0 - WOOD FENCE �..:�= M'DDD DEC
CONCRETE
ASSUMED ELEV. 4t-IF-M� METAL FENCE ®
FaT —Kms • LOT SURVEYS Ts. AND VISIBLE WILL BE
IT I STRUCTION.OTOIBVER Y7OPROPO EDI DERDOR OWNER. GRADE PRIOR
VE SNOMNTO ONLY TM IENCES.OSE 1`RELL3E SEPTIC CLEANOUTSNTS ABOVE ',OSIDEWALKS. DRIVEWAYS-
IT
TO OFEANYOUTILITY EASEMENTS. COVENANTS OR RESTRICTIONS MAY PREVENT SOME S AND TO DETERMINE ETC.. ARE SmOWN NIMPROVEMENTS FROM BEING SEEN AND LOCATED.
WHICH O NOT APPEAR ON THE RECORD SOROIVISION PLAT. A IS N
UNDER NO CIRCUMSTANCES SHOULD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES.
THE SURVEYOR TAKES RESPONSIBILITYAursc THE PREVAIILIOYER SCALING. ONLY AND REPRODUCTION MAYSCAUSE ERRORS SCALEANCIAL LIABILITY Y FOR THE COST E 711E SURVEY.
Now OO 06 05:34p Bossermans
907-696-8207 p.2
Certtfteb �Drtfrtng Log
by
DOC CO. da
SULLIVAN WATER WELLS
P.0. BOX 670272, CHUGIAK, ALASKA 99567 •TELEPHONE 688.2759 '
OWNER OF LAND: 10197- wk'Te
ADDRESS:
LEGAL DESCRIPTION: ekW1*09 4671 Srewott
'tt,l /�r-zq
DATE t5r in A G
PERMITNUMBER: 0 R0 Dateoflssue-!g-pb
TAX IDENTIFICATION NUMBER: 0-Y1 . 067- q 1
Is well located at approved permit location? tYYss O No
Method of Drilling: O ar rotary u cable toot
Depth of well: AIM
Casing Type SrArri Wall Thickness ' -5C inches
Diameter ¢ inches. depth feet
Liner Type: 4101%,6
Casing Stickup Above Ground: feet
Static Water Level: 1,40 feet
Recover Fate:c _gpm
Method of Testing: 1112
We4f Intake Opening Type: 0 open end 0 open hole
0 Screened; Stat feet Stopped—feet
�i1 feet
u4artorations Stat ,1L/ fe-et Plopped i"Lfeet
GrouI ype:gth'T9w6TE—Dbiurne /COLBS
Depth: from ID feet, to ;z D feet
Weal Disinfected Upon Completion? Q, P 3 No
Method of Disinfection: Ch46gs-.X 501Arl
Comments:
o ✓f,CQ ✓iD�.✓
Tip ^� s ic7�' fn ao:G�YG.
Driller's Name Cc1- E 5 qLC
ATTEN71ON: It Is the responsibility of the property owner to submit a Copy of the we;l log to the proper autnoriy. Municipality
of Anchorage: Department of Health S Human Services and/or Department of Environmental Conservation. MatSu Borough:
Department of Environmental Conservation.
Dec 19 06 09:27a Jim Sullivan 907 P.1
l.e>'al Description
L Z-°/ Ewra... a-ftTS, Sfew,rt
Development Services Department
Pump Installation Date:
Building Safety Division
Pump Intake Depth Below Top of Well Casing: jao feet
On -Site Water & Wastewater Program �' •�
4700 Bregaw Street -
P.O. Box 196650 `
Mark Begich
Anchorage. AK 99519-6650 '
Mayor
ynrw.muni.orn/onsite
(907)343-7904
Pump Installation Log
Well Drilling Permit Number:
SW Date of Issue:
Pnrrol ldrntifir firm Number
Comments:
l.e>'al Description
L Z-°/ Ewra... a-ftTS, Sfew,rt
Properly Owner Name & Address:
tbv: pace
Pump Installation Date:
Pump Intake Depth Below Top of Well Casing: jao feet
Pump Manufacturers Name: Oe, -I-Ai
Pump Model: �, dJ (- 75_ 5 v
Pump Sue 31( hp
Pitless Adapter Burial Depth: 10 feet
liticst Adapter Manufacturer's Name: Siinu's
Pitless Adapter installer:
Well Disinfected Upon Completion? [�Xes ❑ No
Method of Disinfection: Ch toe.. z
Comments:
Pump Installer Name:
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
Municipality of Anchorage
Development Services Department
ut*)
Building Safety Division
Onsite Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: Pannone Engineering Services
Legal description: Eklutna Heights, Stewart Addition, Lot 24
The attached paperwork has been reviewed and is being returned for the following reasons:
❑ Water monitoring results inadequate. _
® Discrepancy in information submitted. As -built site plan and survey have different locations
for various items.
❑ Topographic information missing or inadequate. _
® Incomplete; missing pump log,
❑ Incomplete; missing _
❑ Measured/proposed distances/dimensions missing. _
❑ Locations of all soils, percolation and water monitoring tests not shown.
® Proposed system too deep for soils information submitted.
❑ Omission in narrative. _
❑ Insufficient fill over tank or field._
® Other. 1. Please submit the "As -built" detail drawing,
2. Swing tie measurement from A to T3 accurate?
3. Inspection report slists a 100 gal tank.
4. The Record Drawing lists both a 1.5' wide and a 2.5' wide trench.
6. Pipe invert to grade elevations don't add up,,
Name of reviewer: Deb
Date: 12/13/06
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
Pannone Engineering Services, LLC P.O. Box 102954
Consulting Engineers Anchorage, Alaska, 99510
(907) 272-8218 (907) 272-8211 Fax
December 14, 2006
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject: Lot 24 Eklutna Heights, Stewart Addition
Well & Septic System Approval
Response to Comments/Lot Line Waiver Request
Ladies and Gentlemen:
I am writing in response to your comments received for the above reference project. The
Record Drawings were submitted to your department on November 7, 2006 for final
approval to operate, and a Certificate of On -Site Approval (COSA) request was submitted
on December 11, 2006. You have completed a Rush review and submitted comments on
the submittals. I will address your comments below and in the order they were
presented:
11-VComment: Discrepancy in information submitted. As -built site plan and survey have
different locations for various items.
Response: Record Drawing was revised per As -Built Survey and measured swing ties.
Revised Record Drawing site plan is attached.
& Comment: Incomplete, missing pump log.
Response: I contacted Sullivan Water Wells and the Pump Log is attached.
cf' Comment: Proposed system too deep for soils information submitted.
Response: New System was installed nine feet below the original ground elevations.
Maximum allowable depth was eleven feet.
ti' Comment: Please submit the "As -built" detail drawing.
Response: Record Detail Drawing is attached.
0\6 Comment: Swing tie measurement from A to T1 accurate?
Response: Yes. Measurements were taken before house was set on new foundation.
qr Comment: Inspection report slists a 100 gal tank.
Response: Inspection Report revised to show new 1,000 gal Tank.
Page 2 of 2
Comment: The Record Drawing lists both a 1.5' wide and a 2.5' wide trench.
o't- Response: Trench width is 2.5 feet. Record Drawing revised.
Comment: The system should be designed according to the worst case test hole. Show that
p� test hole or both on the elevation.
Response: System was designed on worst-case test hole. Detail sheet revised to show
both test holes per your request.
U� Comment: Pipe invert to grade elevations don't add up.
Response: Revised invert elevations to match survey notes.
Lot Line Waiver Request: I am requesting a lot line waiver be granted for the reserve
system location. The house was moved north on the lot, which moved the location of the
drain fields further north. The reserve field will need to be installed to within 6 feet of the
north property line to maintain the 14 feet separation from the primary field. The area
north of the lot line is a dedicated airfield and granting this waiver will not affect the
future development of this lot or the northern lots.
If you have any questions or concerns, please contact me at 227-3522 or 272-8218.
Sincerely,
40TH
Steven R. Pannone, P.E.
�.....:..... ... . ........:�...
Civil Engineer i
Attachments:
C:\Work\Letters\24 Eklutna Hts.002.doc
Steven R. Fo
No. CE E1
. ESSt���
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 6 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number: SW060036
Date Issued: Mar 20, 2006
Expiration Date: Mar 20, 2007
Parcel ID: 051-063-41
Legal Description: EKLUTNA HEIGHTS STEWART ADDITION LOT 24
Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: NHN GRAYBILL STREET
Owner Name: MAT & MARIA WHITE Lot Size: 13370 SO. FT.
Owner Address: 7121 HILLSIDE WAY Total Bedrooms: 3 Permit Bedrooms: 3
ANCHORAGE. AIC 99516 -
This permit is for the construction of:
❑; Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified In Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ).
3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and dosed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received
Date: 060320
Issued By: Date: oL
Municipality of Anchorage
• Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
www.muni.org/onsite
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 051.06341
Property owner(s) Mat & Maria White Day phone 257.8142
Mailing address7121 Hillside way, Anchorage, AK Zip Code 99516
Site address NSN Gravbili Street, CHugiak AK Zip Code 99577
Legal description (Sub'd., Block & Lot) Lot 24,Eklutna Heights, Stewart Addition
Legal description (Township, Range & Section)
Lot Size 13370 Sq. Ft.
THIS APPLICATION
Absorption Fiet
Septic Tank
Holding Tank
Privy
Private Well
Water Storage
IS FOR (® all that apply):
dID
19
El
El
Number of Bedrooms 3
ti.t1431a;j L• iiL•lill;�.1:A
Initial
ED
Upgrade
❑
Renewal
❑
certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
Pannone Engineering Services, LLC
(Signature of property owner or authorized agent)
Permit/Rush Fees: yLO Pa - I ' Waiver Fees:
Date of Payment: 151 14�I Q F Date of Payment:
Receipt Number: T'j' P "1 Receipt Number:
(Rev. 11105)
Pannone Engineering Services.. LLC P.O. Box 102954
Consulting Engineers Anchorage, Alaska, 99510
(907) 272-8218 (907) 272-8218 Fax
March 3, 2006
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject: Lot 24 Eklutna Heights, Stewart Addition
Well & Septic System Upgrade Permit Request
Gentlemen:
I am writing to request a permit to construct a new well and septic system be issued for
this property. The proposed systems will serve a proposed three-bedroom house. The
proposed well will be located in the south west corner of the lot, over 100 feet from the
proposed septic system location. The surrounding lots are served by private water
systems and are over 100 feet from the proposed soil absorption system.
1. Soils. See the attached soils log. Ground water was monitored for seven days
through the October high ground water period. No ground water was encountered in the
test holes after the water -monitoring period. Bedrock was not encountered in the test
hole. It is my opinion that the overall soils appearance of the soils, an application rate of
0.45 gallons/day/square feet should be used using a conventional treatment system.
2. Trench Design.
a. Percolation Rate:
b. Application Rate:
c. Number of Bedrooms:
d. Design Flow:
e. Min. Absorption Area:
f. Total depth:
g. Effective Depth:
h. Width:
i. Reduction Factor:
j. Minimum Length:
k. Design Length:
1. Effective Absorption Area:
m. Septic Tank Size:
Cont'd on page 2
C:\Work\letters\24 Eklutna Hts.001.doc
30-60 Min Per Inch
0.45 gpdpsf
3
450 gallons per day
1000 sf
10 feet
7 feet
2-3 feet
0.0
71.5 feet
72 feet
1008 sf
1000 gallon
Page 2
3. Surface Water: There is no surface water within 100 feet of the proposed system.
The proposed systems will maintain at least 100 feet from all surface water and drainage
ditches.
4. Topography: The average topography in the area of the proposed septic system is
approximately 5 percent. The proposed system will be installed on the northern portion
of the lot near an existing airfield. There is no development north of the proposed
system.
The proposed installation will not affect the future development of the surrounding or
existing lots. There are no wells or septic systems within 100 feet of the proposed septic
location.
If you have any questions or concerns, please contact me at 227-3522 or 272-8218.
Sincerely,
Steven R. Pannone, P.E.
Civil Engineer
Attachments:
C:\WORK\LETTERS\24 EKLUTNA HTS.001.DOC
PERMIT NO:
DESIGN DRAWING P•I.D.NO: 051-06331
WASTEWATER DISPOSAL SYSTEM
LOT 24 EKLUTNA HEIGHTS, STEWART ADDITION
PROPOSEDi
REPLACEMENT SAS
I AREA UNDEVELOPED
72 LFxrEDx11'TD.
1 . I ' NO WELLS WITHIN 100'
i
I PROPOSED 13.6
14.
PRIMARY SAS
THt 5
72 LFxrEDxIVTD. H2
5%
15.0
I
I 13.0
B c �—
— — — —
I
PROPOSED
1000 GL
I PROPOSED
SEPTIC TANK
38R HOUSE
I
19
��
I/
113.1 /
115.0
2A
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PROPOSED WELL
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: 20
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DESIGN:
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NO. BEDRO(3M-3------'
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TANK SIZE: 1000 gallon
I _ —
— — —
PERC. RATE: 30-60 MPI
I 137
SOIL RATING: 0.45 gpd/SF
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(333 SF/BR)
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AREA ROD: 1000 SF
EXISTG SEPTIC AREA
SYS. TYPE: DEEP TRENCH, r EFF
TOTAL AREA 100 SFD.10'1D
NOTES: 3) Maintain 10'separation to all 5) Maintain 100' from proposed
1) All work &hall be performed in lot lines and proposed water well and all exist'g septic
accordance with AMC15.65. lines. systems
CO* # 2) Materials used shall be in 4) Lots served by private water
4t .: �A[7 �� accordance with those specified In system. No wells within 100' of
x_9 TM LSV 1 AMC15.65, Wastewater Disposal. proposed system.
•� �^�-- PREPARED FOR: PANNONE ENG. SVC, LLC
Steven R. Pannone P. O. BOX 102954
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son Mara White ANCHORAGE, ALASKA 99510
49 • 7121 Hillside Wa
�_,��,��•• Anchorage, AK 99516 227-3522 P, 272-8218 Fax
�t,�\�.. (907) 345-0893 DATE: 02-16-06
�ahrara•• ccem c• ��arc PLAN
PERMIT NO: DESIGN DRAWING DETAILS
WASTEWATER DISPOSAL SYSTEM
LOT 24 EKLUTNA HEIGHTS, STEWART ADDITION
P.I.D. NO: 051.063-41
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7121 Hillside Way ANCHORAGE, ALASKA 99510
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9399518 227-3522 P, 272-8218 Fax
(907)345-0893
DATE:
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DETAILS
SCALE:
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PANNONE ENGINEERING SERVICES =♦��p •,.. . ..
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P.O. BOX 102954 i �: 49 TM •
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ANCHORAGE, AK 99510 • ' ...... .. 7'
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Steven R. Pannone fN
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PERFORMED FOR: MATISON WHITE DATE PERFORMED: 03-23-00 ••j OD:t�SC`�•'♦♦
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LEGAL DESCRIPTION: LOT 24 EKLITTNA HTS. STEWART ADDITION ����4,. ` 11%IL
TEST HOLE 1 SLOPE AREA UNULV"LWJW
Organic root mu I NO WELLS WITHIN 100'
1 OR
I
2 —
D 13.6 14.6
7 S H2 TH1 L
4-
5—
s
TEST � 49
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HOLE / PROP
7 GM / / 100
SEPTIC
9-
10
10 Dense to very / \
dense \
11 Gray to brom Cay / \
gravel / \
w/ rand, some
12 cobbles \
17 WAS GROUND WATER
SLOPE
14
ENCOUNTERED? No
1S IF YES, AT WHAT TEST HOLE
DEPTH? .0 -
BOH DEPTH TO WATER AFTER
17 MONITORING? -15
DATE: 05.17.00
18 DRY: 10.15-05
DRY: 10-20-05
CLOCK WATER
19 READING DATE NET TME LEVEL NET DROP
20
PEROLATION RATE 53 (minAnch) PERC HOLE DIAMETER 6lnches
TEST RUN BETWEEN 5 FT AND 6 FT
COMMENTS: Test hole excavated by Flinstone Services. Test Hole was presoaked before pert test.
PERFORMED BY:G.E. Berle, 1 Steven R. Pannone, P.E. CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
TIMEREADING
OS/2S/00 u7 97utC P
2 217 70 MIN 107/70' 9'18'
} 211 911176' O'
4 2N 30 MIN 10 ?me,
9/18'
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SOILS LOG - PERCOLATION TEST ..�P� �����S
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ANCHORAGE, AK 99510 0�""' "' ''•••' .....
(907) 272-8218 i
Steven R. Panno%ne•.;
CE 1 9
PERFORMED FOR: Matison White DATE PERFORMED: 10.13.05 ��4;6�:... ............
_.�•y��
LEGAL DESCRIPTION: LOT 24 EKLIITNA HTS, STEWART ADDITION •4cfliOt4 hllpI :.•�
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TEST HOLE? 0 w
SITE PLAN
OrganWRoot SLOPE 1
OR Mass w/ silts.
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4
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TEST i
5— HOLE _ — —
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GM Gravel with silts \
10 and coEt>les. \
11 if
/ \
12 1
13
WAS GROUND WATER SLOPE
14 ENCOUNTERED? N
15 IF YES, AT WHAT TEST HOLE
DEPTH?
1e
BOH DEPTH TO WATER AFTER
77 MONITORING? -DRY-
DATE: 10.15-05 DRY
10.20-05
10
READING DATE CLOCK WATER
20 1 10/13/05 715 83� 7
PEROLATION RATE 40 (minlnch) PERC HOLE DIAMETER 6 inches
TEST RUN BETWEEN 5 FT AND 6 FT
COMMENTS: Test hole excavated by Flinstone Services. Perc hole was presoaked before test.
PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
TIME NET TME LEVEL NET DROP
READING
2'.45 30MIN bila' 14'
3 245 61w
P
4
a.1b
aO MIN
317
14'
5
7:15
61It1r
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3.45
30 MIN
b'J1 B'
314'
• Municipality of Anchorage
On -Site Water and Wastewater Program
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
Parcel I.D. 051-063-41 Expiration Date:
t
1. GENERAL INFORMATION
Complete legal description EKLUTNA HEIGHTS STEWART ADD. LOT 24
Location (site address) 21641 GRAYBILL ST. CHUGIAK AK 99567
Current Property owner(s) BRADFORD R. ROMAN Day phone
Mailing address
Real Estate Agent
21641 GRAYBILL ST., CHUGIAK, AK 99567
Day phone
2. TYPE OF DWELLING: C e
® Single Family (w/wo ADU) i PerAt4C83,t0.ir4.12.1
TE
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex) SEP 10 2014
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:
Received by r f Edi 's j y ' ` A/ % Date: 7` i
E
COSA to be released to the engineer, unless other ise`4quested by the engineer.
COSA Fee $ 6Z_�-
Date of Payment j t t 1l y a'
Receipt Number ()a56 12--
COSA# O3-"gq`ilq
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 ARCTERRA CONSULTING, INC. Phone 868-3791
Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577
Engineer's Printed Name KENNETH M. DUFFUS Date 9/9/14
Engineers Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition
of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface
conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate
during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are
subject to these various and dynamic characteristics and are outside the control of the
evaluator of the well and septic system. Therefore,
ArcTerra can not give any estimate of how long a
system will function satisfactory for current or future \
occupants or can ArcTerra guarantee that no unseen it
OF
encroachments, deficiencies or discrepancies exist. /T�,�i 46; t
6. DSD SIGNATURE C
System #1 Approved for bedrooms. ' '
+, ` KE9'KEl4. 1) FP ; 1E E`
System #2 Approved for bedrooms. 1q0
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
0
The
Original Certificate
a
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSAbluesh et 1410-12d.
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: EKLUTNA HEIGHTS STEWART ADD. LOT 24 Parcel ID: 051.063.41
A. WELL DATA
Well type PRVT If A, B, or C provide PWSID #
Date completed 513012006 Sanitary seal (YIN) Y
Total depth 240 ft. Cased to 184 ft.
FROM WELL LOG
Date of test
513012006
Static water level
170 ft.
Well production
2.5 g.p.m.
WATER SAMPLE RESULTS:
Well Log (YIN) Y
Wires properly protected (YIN) Y
Casing height (above ground) 24 in.
AT INSPECTION
8/2812014
ft.
g.p.m.
Coliform NEG colonies/100 mL Nitrate 6.69 mg/L
Arsenic: ND ug/L Date of sample: 812812014 Collected by: ARCTERRA
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC / STEEL
Tank size 1000 gal. Number of Compartments 2
Foundation cleanout (YIN) Y Depression over tank (YIN) N
Date of pumping 812812014 Pumper JRs
C. ABSORPTION FIELD DATA
Date installed 6115/2006
Cleanouts (YIN) Y
High water alarm (YIN) N
Date installed 6/1512006 Soil rating (g.p.d.Iftz or ftZ/bdrm) 0.45 System type DEEP TRENCH
Length 72 ft. Width 2.5 ft. Gravel below pipe 7 ft.
Total depth 11_25 ft. (Measured 8/28/14) Eff. absorption area 1008 ft2 Monitoring tube Y Depression over field N
Date of adequacy test 8/28/2014 Results (Pass/Fail) PASS For 3 bedrooms
Fluid depth in absorption field before test 20 in. Water added 500 gal. New depth 29 in.
Elapsed Time: 1440 min. Final fluid depth 19 in. Absorption rate >= 450+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (YIN & type) N If yes, give date
D. LIFT STATION
Date installed
"Pump on" level at _ in.
Datum
Size in gallons
"Pump off' level at _ in.
Cycles tested
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot 100'+
Absorption field on lot 100'+
Public sewer main 75'+
Sewer /septic service line 25'+
Manhole/Access (YIN)
High water alarm level at
Meets alarm & circuit requirements?
On adjacent lots
On adjacent lots
Public sewer manhole/cleanout 100'+
Holding tank
Animal containment areas 504 Manure/animal excrete storage areas 100'+
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+ Absorption field 54
Water main 10'+ Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 104 Water main 10'+
Water Service line 10'+ Surface water. 1004 Driveway, parking/vehicle storage 104
Curtain drain 50'+ (NONE KNOWN) Wells on adjacent lots 100'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
1 certify that / have determined through field inspections and
review of Municipal records that the above systems are in conformance
with MOA COSA guidelines in effect on this date.
Engineer's Printed Name KENNETH M. DUFFUS
Date 91911.4
COSA brown sheet 10-10-12.doc
/ rq!H
OF'A���
4b1•'Ey51�''-'��' �
in.
Municipality of Anchorage _7 s
Community Development Department
Development Services Division
On -Site Water and Wastewater Program
4700 Elmore Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
Nitrate Advisory
Certificate of On -Site Systems Approval 4 141474
A Certificate of On -Site Systems Approval inspection and test of potable
water was recently conducted on the well water supply on Block , Lot
24 of Eklutna Heights Stewart Add. subdivision. This inspection revealed a
nitrate concentration of 6.69 milligrams per liter (mg/L) was reported for the
property's well water sample. The Environmental Protection Agency (EPA)
has established a maximum contaminant level (MCL) of 10.0 mg/L for
public drinking water systems. While private wells are not subject to this
regulation, EPA standards are based on existing health information and can
therefore be used to gauge the relative quality of water from private wells.
Please see the attached "Nitrate Fact Sheet" for important information
regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On -
Site Systems Approval.
Municipality of Anchorage
Development Services Department
1 Building Safety Division
On -Site Water and Wastewater Program
L 4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 051-063-41
1. GENERAL INFORMATION
COSA # rt tt)5,n
Expiration Date:9�D7
Complete legal description Lot 24 Eklutna Heights Stewart Addition
Location (site address) -9104/ Graybill Drive
Current Property owner(s) Matt& Maria White Day phone 345-0893
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing Address
7121 Hillside Way. Anchorage AK 99516
_Day phone
Teri lanis Day phone 689-1816
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual Well
El
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 On -Site Systems
Approval (COSA) based only upon the representations given In paragraph 4 by an Independent professional civil
engineer registered In the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also Issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval
are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued
with new water sample results. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage Is not responsible for errors or omissions in the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my Investigation,
based on procedures outlined In the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure Indicated herein. I further verify that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system Is(are) In compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm Pannone Engineering Services LLC Phone 272-8218
Address P.O. Box 102954, Anchorage AK 99510
Engineer's Printed Name Steven R. Pannone, P.E. Date _ 12-4-06
Engineers Comments: In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in
accordance with MOA DSD Guidelines & Regulations. The reported results describe the performance of the system under the conditions
encountered at the time of the test, and separation distances measured to readily identifiable features.
The operational life of all wells and septic systems depend on the local soil condition, ground water �•.��� gaga',
levels that may fluctuate during the year, and the water usage of the family being served by the system ••�P�t "" �„ •/a
These conditions are outside the control of the evaluator of this system All systems eventually fail and : �y
satisfactory test results do not guarantee future performance of the system, nor do they guarantee that �+ - 4�'y>r �00
there are no hidden defects or encroachments. PES can therefore not provide any warranty for future�-- 0
rman
perfoce nor give any estimate of how long the system will continue to meet the operational M
requirements of the h10A DSD. The content of this report is for the sole benefit of the owner listed c' sieves R. Ponnone
above. Any reliance upon or use of this report by any other person or party is not authorized nor will it �Nn CE 8149/1.
confer any legal right whatsoever. �� •• 12li (1�
5. DSD SIGNATURE ae n _. Y_•�
Approved for 3 bedrooms.
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
awnan
`v VIV-JIIC "��
WATER AND m=
WASTEWATER :
Attachments:
COSA Checklist X
Septic System Advisory
Well Flow Advisory
Nitrate Advisory X_
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
By: Original Certificate Date: Z /9 0.6
in". 11,05)
P.
l
- Municipality of Anchorage
'i Development Services Department
Building Safety Division 40*11�
i On-Stte Water & Wastewater Program
4700 Bragaw, Street
r P.O. Box 196650
Anchorage, AK 99519-6650
l www.muni.org/onsite
i, (907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: Lot 24 Eklutna HIsStewart Add'n Parcel ID: 051.063.41
I A. WELL DATA
Well type Privet If A. B, or C provide PWSID # _ Well Log (YM) Yes
Date completed 5/30/2006 Sanitary seal (Y/N) V_u Wires properly protected (Y/N) Y& S
Total depth 240 ft. Cased to _11-411. Casing height (above ground) 24 in.
FROM WELL LOG AT INSPECTION
l Date of test S/30/2006 S/30/2006
i
Static water level 170 ft. 170 ft.
Well production 2.5 g.p.m. 2.5 g.p.m.
I,
WATER SAMPLE RESULTS:
i Coliform ,_Q_colonies/100 mL Nitrate 5.23 mg/L Other bacteria 0 oolonies/100 mL
I. Arsenic: N4. mg/I Date of sample: 11- 6 Collected by: S.R.Pannone
i B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Stent Date installed 6115/2006
f
Tank size 1000 gal. Number of Compartments 2 Cleenouts (YM) Yes
Foundation cleanout (YM) _Yu Depression over tank (YM) NQ High water alarm (YIN) No
Date of pumping 6/15/2006 Pumper New Installation
C. ABSORPTION FIELD DATA
Date Installed 6/15/2006 Soil rating (g.p.d./fe or fe/bdrm) 0.45 System type Deep Trench
f Length 72 ft. Width 2„5 ft. Gravel below pipe 7 ft.
Total depth 11-12 ft. Eff. absorption area 1006 fe Monitoring tube YjM Depression over field -hQ
Date of adequacy test 6/15/2006 Results (Pass/Fall) N— For 3 bedrooms
Fluid depth in absorption field before test _ In. Water added_ gal. New depth_ in.
Elapsed Time: _ min. Final fluid depth _ in. Absorption rate >= g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date
D. LIFT STATION
Date installed
Size in gallons N/A
Manhole/Access (Y/N)
`Pump on" level at _ In. "Pump otr level at _ in. High water alarm level at in.
Datum Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tankAift station on lot 106.9 On adjacent lots 100+
Absorption field on lot _107.4
Public sewer main N/A
Sewer /septic service line 90
Animal containment areas 100+
On adjacent lots 100+
Public sewer manhole/cleanout NIA
Holding tank 75+
Manure/animal excrete storage areas 100+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 8.3 Properly line 12.0 Absorption field 12
Water main N/A Water service line S0+ Surface water 100+
Wells on adjacent lots 110.3
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10.0 Building foundation 10.6 Water main NIA
Water Service line 60 Surface water 100+ Driveway. parking/vehicle storage 10
Curtain drain S0+ Wells on adjacent lots 113.5
F. COMMENTS
G. ENGINEER'S CERTIFICATION
-�.
I certify that l have determined through field inspections and ; ..
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this date.
Engineer's Printed Name Steven R. Pannone, P.E. X0`0 . "' r P°' "�"
N�ICE P149
Date 12-14-06 ee�� f% rlu�••'
COSA Fee $ 7% y� �175ru,)\
Date of Payment / Z/7e 6
Receipt Number ¢l 9
(Rev. I IMS)
Waiver Fee $ 17-5
Date of Payment
Receipt Number 895 77
Municipality of Anchorage
0'
�"��` �' r CO. IAhC I9(�&i0 • :i1MI1lIfll�e, Alatika 9!Li19 fifh5() •Telephone (!M)7) 3l:LR:i01 • rn.0 (907) 3i.' 40X)
i
/ 4710 Iirulmo• S:rccl • .VMhorugc, Aln.lw 9!R"-,(tt
maw.nuuJ.org
Mayor,lfark Begicl)
I1u11diai; Snfci}• Division
December 19, 2006
Steve Pannone
Pannone Engineering
F.O. Box 102954
Anchorage, AK 99510
Subject: Waiver Request for Eklutna Ileights, Stewart Addition, Lot 24
Waiver Request WR#: 060075
Parcel ID # 051-06341
IIA060588
Dear Steve Pannone:
Your request for a waiver of the required 10 feet horizontal separation from the
absorption field to the property line has been approved. The approved separation
distance is 6.0 feet.
This waiver approval applies to the existing absorption field to property line separation
only. Any future upgrade to the on-site wastewater disposal system will require all
separation distances be met or another approval from this department.
If there are any further concerns or questions regarding this waiver, please call our office
at 343-7904.
Sincerely,
DaA
Deb Wockenfuss
Civil Engineer
On -Site Water & Wastewater Program
Coninlunity, Security, Prosperity
Municipality of Anchorage
Development Services Department
r Building Safety Division
On -Site Water and Wastewater Program
4700 Bmgaw Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
Waiver Review Worksheet
WR#:060075 PID#:051-063-41 HA/Permit# 11A060588
Date Received: December 19, 2006
Legal Description: Eklutna Heights, Stewart Addition, Lot 24
Engineer.
Steve Pannone
Pannone Engineering
P.O. Box 102954
Anchorage, AK 99510
Applicant: Matt and Maria White
Waiver Requested: 6' lot line to reserve absorbtion field separation
Criteria: Geology
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
Total:
Points:
..................................................................uses...
Waiver is Granted: X
List Conditions or Reasons for above:
Waiver is not Granted:
Date: 12/19/06 By: Deb Wockenfuss
Name of Reviewer
.............................................. aooe... .nese... some.... mase
Rec#: 99577 Amount: $in Date Paid: 12N912006
Municipality of Anchorage
Development Services Department
� Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
Nitrate Advisory
Certificate of On -Site Systems Approval # HA060588
A Certificate of On -Site Systems Approval inspection and test of potable
water was recently conducted on the well water supply on Block n/a, Lot 24
of Eklutna Heights, Stewart Addition subdivision. This inspection revealed a
nitrate concentration of 5.23 milligrams per liter (mg/L) was reported for the
property's well water sample. The Environmental Protection Agency (EPA)
has established a maximum contaminant level (MCL) of 10.0 mg/L for
public drinking water systems. While private wells are not subject to this
regulation, EPA standards are based on existing health information and can
therefore be used to gauge the relative quality of water from private wells.
Please see the attached "Nitrate Fact Sheet" for important information
regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On -
Site Systems Approval.