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Municipality of Anchorage
On-Site Water and Wastewater Program• (907)343-7904 Page 1 of 1
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP 181441 PID Number: 015 28244
Dwelling: ❑■ Single Family(SF) ❑ Duplex(D) ❑ Multiple(SF and/or D) Project: ❑ New ❑� Upgrade
Name:
Judy Reddish ABSORPTION FIELD
Address ❑I■ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound
19407 Old Glenn – – ❑ Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
4 1.2 GPD/SF, 14.4 Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot 8.3 Ft.61 Ft.
Skyline View 1 2 Fill added above originalgrade Gravel length -
Township Range Section - Ft. 42 Ft.
Gravel width Beds:Number of Lines _Distance between lines
SEPARATION DISTANCES 3 Ft. -- -- Ft.
To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist.between trenches
Lift Station
From Tank Field Tank ine 504 Ft2 1 -- Ft.
Well +100 +100 -- -- +25 TANK 0 Septic 0 S.T.E.P. 0 Holding 0 Other
Manufacturer Capacity
Surface Water +100 +100 -- -- unk 1250 Gal.
Material Number of compartments
Lot Line 5' 10' -- -- NA Steel 2
Foundation +10' +10' -- -- LIFT STATION
Manufacturer Capacity
Curtain Drain -- +10' -- -- Gal.
Pump on level at Pump off level at High water alarm at
Remarks Document exist system. Tank verified to
be of commercial manufacture by camera. -- in. -- in. -- in.
System installed in 1993 per owner Pump make and model Electrical Inspections performed by
PIPE MATERIAL House to tank unkTank to
Installer drainfield unk
Unknown Drainfield 3034 CO/MT 3034
Inspector Charles Balzarini BENCH MARK (Assumed elevation)100 ft
Inspection 1„
11/25/18 2nd Location and description
da
3rd -.. 4th Porch near front door
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL En4LNK, t@ p
Conditional Approval: Date i Q�
ofq hilt
*. 49TH 1\ •,*0• 6
9 f if ----
0
_ _ __ r CHARLES G BALZARINI
r �e•�• CE-13854 • ` /�
Approved t..__ 0 — Date 1 2:17-is lk PROFEss\oo .r
Inspection Report_9-1-12.doc
APPROX _�P� t�i
WELL RADIUS BLOCK 1 VIEW
WLOT 1 ���• • �4 • ,, la
- TA
%*:49TH /\ :* lilf 4
EXISTING WELL / . � !...
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La r
CHARLES G BALZARINT
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DRIVEWAYfrikillilliit FPROFESSION'..
SKYUNE EW
110011
BLOCK LOT 8
SKYUNE VIEW ir
FOUNDATION 1
1 BLOCK 1 LOT 2 CLEANOUT
efr
If
IAPPROX 100'
WELL RADIUS
> SKYUNE VIEW
BLOCK 1 LOT 3
R
1250 TANK INSTALLED
C.1993. STEEL CONSTRUCTION
o VERIFIED.
II-I-1Q
SEPTIC AREA
®
DOUBLE C/0
SKYIJ.' EW
BU 1 LOT 7
3'x42'48'EFF.DEEP
TRENCH
/
SKYLINE VIEW L�
SKYLINE VIEW BLOCK 1 LOT - o Q.EA T
BLOCK 1 LOT 4 • TOR TIME
APPROX 100'
WELL RADIUS
LEST HOLE
_ SEPTIC 'EA
ar
+100.0' GARAGE SLAB LTER FABRIC ONITOR TUBE
11 96.5-\_ 5.4 1-G
RADE
. r TESTHOLE
9.1' COVER 4.7'
COVER 97.8' ORIG. GRADE
,—.....—...—.......—..mad 1 TESTHOLE ELEVATIONS BASED
• •_•_..,_.•_ ,_ ON TESTHOLE EXCAVATED DURING
87.7-7 1250 GAL TANK 7.4 '•. 1-..-4.. , , ::.9 INVERT CONSTRUCTION.
:2.8 NO GWT ON 10/25/18
4.'0 DISTRIBUTION PIPE
6' EFFECTIVE SEWER ROCK
MIMIC ELEVATION — SCALE: NTS B.O.H 82.8'
LEGAL DESCRP71ON: SKYUNE NEW BLOCK 1 LOT 2
C&M ENGINEERING SERVICES Met CHRIS DISEN DATE 12/18/181 REV: 1 Matt CBI REF:
907-854-5558
SEPTIC RECORD DRAMS
MUNICIPALITY '•°F ANCH®1'AGE
SII4. t
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1r-
Development Services Department \: �`x '!'� Phone: 907-343-7904
On-Site Water & Wastewater Section �' -' Fax: 907-343-7997
I)6789in
ON-SITE SEPTIC/WELL PERMIT APPLICA + f> C j7
a t� 4
Parcel I.D.O 5( — L'l . - 5'
Property owner(s) J U J [kms�L S H Day phone Z/of s o L c�
Mailing address i't `-L(9 7 d r-b (?L&"/"
Site address 1161407 c9: b (,LAN
C
Legal description (Sub'd., Block & Lot) vK'y(,),_^/E UrfW P) I
Legal description (Township, Range & Section) , r
Lot Size t� �j 37 Sq. Ft. Number of Bedrooms `'C
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(® all that apply)
Absorption Field N Initial ❑ Single Family (SF) TIN
(w/wo ADU)
Septic Tank K] Upgrade a
Holding Tank ❑ Renewal ❑ Duplex (D) ❑
Multiple Dwellings ❑
Privy ❑ Doc.ei EA-1- 6Nc-r57-1-4,c. (SF and/or D)
Private Well ❑ Y5-7``n. S`7.r,z rrE-ff
Water Storage ❑ t'7C-p5`4• 0 5C_ ! 81 (7;
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify ,at the above information is correct. I further certify that this is in accordance with
appli-able M ip. 'odes.
(Sig . ur of property owner or authorized agent)
Permit/Rush Fees: 5coq Waiver Fees:
Date of Payment: /94 11 842 Date of Payment:
Receipt Number: Og1/4611) Receipt Number:
Permit No. COP/VW-if Waiver No.
G:IDevelopment Services\Building SafetylOn Site Water and WastewaterlForms\Client Forms\Permit Application.doc
C&M ENGINEERING SERVICES
Ph:907-854-5558
Municipality of Anchorage
Onsite Water&Wastewater Program
4700 Elmore Rd Anchorage, Ak 99507
RE: Septic System for Skyline View Block 1 Lot 2
Dear Reviewer,
The above referenced property is currently served by a 4 bedroom septic system which was installed c.
1993 prior to the current owner purchasing the home.The system appears to be in good condition and is
adequately sized and functional for 4 bedrooms.
In addition to performing an adequacy test,we excavated the drain field and determined the extents of
sewer rock, verified distribution pipe, filter fabric, and insulation.
A test hole was also excavated to determine the adequacy of the soils. Groundwater and impermeable
layers were not encountered.
The tank was inspected via camera and determined to be of commercial manufacture. No signs of
deterioration were noted.
In general, this appears to be a professionally installed but undocumented system and we recommend
the moa approve it for future use.
Thank you for your time in reviewing this permit request. Please do not hesitate to contact me at 907-854-
5558 or by email cqbalzariniqmail.com with any questions or concerns.
Sincerely,
Charles Balzarini, PE `~� N\\i
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it
A___—:_. .,‘,.„,_
12/07/18 m 4%
/ tHARLES G BALZARINC
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is 0E13854 •`(`r�/
ll'`°PROFESSIONP,.
C&M ENGINEERING SERVICES
907-854-5558
Septic Design Calculations
Residence: SKYLINE VIEW BLOCK 1 LOT 2&3
RESIDENCE/LOT INFO
number of bedrooms 4 br
Water usage/bedroom 150 gpd/br
Water Usage 600 gpd
DRAIN FIELD
system type: CONVENTIONAL
type: Deep
Application Rate 1.2 gpd/sqft
required absorption area 500 sqft
trench width (W) 3 ft
gravel depth (D) 6 ft below distribution pipe
Min Required Length: 41.6666667 ft
Absorption area 504 sqft
Effluent Pipe: 4"ASTM 3034
Calc By: CGB Date: 12/5/2018
AloeTA
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i
rr CHARLES G BALZARINI
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Municipality of Anchorage i� INEER's
Development Services Department %*'49TH *�I6
O
On-Site Water and Wastewater Section ,,
4700 Elmore St. ••• J/. •• /e ----,) P.O. Box 196650 Anchorage,AK 99519-6650 ,,,
WWW.muni.orq/onsite CHARLES G BALZARINI
(907)343-7904 •••�4 le
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Soils Log - Percolation Test tllt'PROFEss\o• N��+r
Performed For: REDDISH Date Performed: 11/25/18
Legal Description: SKYLINE VIEW BLOCK 1 LOT 2 Township,Range,Section:
Slope Site Plan
Depth
(Feet)
TOPSOIL
1-
2-
3-
4-
5-I
6_I
SW/GW SAND,
7- GRAVEL WITH
COBBLES
8-
WAS GROUND WATER
9- ENCOUNTERED? NO
s
10- IF YES,AT WHAT DEPTH? NONE t.
o
Depth to Water After P
11- Monitoring? NONE E
12- Date: 12/05/18
13-
14- Reading Date Gross Time Net Time Depth to Water Net Drop
15-I 1 11/25/18 6:13 0 0" 0"
16- 2 6:23 10 3-6/16" 3-6116"
17- 3 6:24 0 0" 0"
18- 4 6:34 U 3-5/16" 3-5,16"
19- 5 6:35 C 0" 0"
20 6 6:45 "0 3-4"6" 3-4,16"
BOH
PERCOLATION RATE 3 (minutes/inch) PERC I.OLE DIAMETER 6"
TEST RUN BETWEEN 4 FT AND 5 FT
COMMENTS LAST 6 READINGS SHOWN. PERFORMED FOR 1 HOUR MIN.
PERFORMED BY: CHARLES BALZARINI I CHARLES BALZARINI CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 12/05/18
GRANT OF EASEMENT
This Easement is made between Judith Reddish, whose address 19407 Old Glenn Highway
(Grantor), owner of the land described as Lot 3 Block 1 Skyline View Subdivision (hereafter
subservient parcel), according to Plat No. 125-0 8 , records of the Anchorage recording
district,Third Judicial District, State of Alaska, for good and valuable consideration, the receipt
whereof is hereby acknowledged and does hereby grant unto Judith Reddish whose address
19407 Old Glenn Highway (Grantee), owner of the land descried as�LLot 2 Block 1 Skyline View
Subdivision (hereafter dominant parcel), according to the Plat No. + — sU records of the
Anchorage recording District, Third Judicial District, State of Alaska, the following grant of
easement described as:
A perpetual, non-exclusive easement to provide access for the construction, maintenance,
repair, removal, and inspection of a wastewater system serving exclusively the dominant
parcel: and said easement is more particularly described as: Lot 2 Block 1 Skyline View
Subdivision
1. The easement granted hereby shall not in any manner be dedicated for, or subject to,
use by the public. The easement shall be exclusive to the wastewater system of the
dominant parcel. Within this easement, rock, soil, sand, gravel, and vegetation may be
excavated and removed to construct, improve, maintain and repair the easement area.
II IIIA I IIII II11111
2 of 3
eRecorded Document 2018-047281-0
I 2. Grantor may not place permanent structures over the existing wastewater systems or
otherwise restrict access to the wastewater system.
3. The Easement granted shall run with the land, with the benefit of the easement
appurtenant to the respective dominant parcel and the burden of the easement
1 appurtenant to the servient parcel. This Easement shall be binding upon and inure to
the benefit of the parties successors and assigns, heirs, beneficiaries and personal
representatives.
Grantor: JJ qe.dci.(S'() (Printed Name)
"4-1 yidAdt, (Signature) Date:/ -
Grantee: j/./..-Cly R�( (1( 5k) (Printed Name)
??A—e&i,- IRC-d-d-{-4*IX) (Signature) Date: /.2-1 i-aa/Y
THIRD JUDICIAL DISTRICT )ss.
STATE OF ALASKA )
The foregoing instrument was acknowledged before me this IV day of pk_t wtyer , 20 lg,
by-J:.)p rrt+ 42--E- 1)t 4
&toi,124_60696t Otlllllll/j
.T CAA z,
NOTARY PUBLIC FOR ALASKA My Commission expires: 10—Z-2-0t k i :NOTARY:
=*\.PUBLIC:`*
%`�9TF L��;�Q\
/1/fl I I I iio,
I IIIIII I I IIII I VIII
3 of 3
eRecorded Document 2018-047281-0
I'l 119 PA 1* T=u f -'n L_ 1 1 0-0 C3 F-- F-9 5`4 C- VA Ci F;-' Fj lf.-A E-"7
DE P AR IT IEhl- HEF)I_TH AI'll'.) E.I'-,V,,-'IRONI,IENTAL. F-1 TE C T 10 N
c TREF IGE.- Fik:'.
25 'M flI`-JCHORf-
2 6 el. -- -.4 17 12-�
E_ F D-^-9 FE F. FEF-W.".1-11 71:.. D...
PERJ,,JIT 830,42.3.
i PLICA1,11' ARTHUP,. STRT BOX, :_1.17 EFIGI, E` R1%.IER x_,'94 d. 1210
L._00 C A T 10 I'A
_T SIZE 999999 FEEE.'T
2 BLI' I SKYLIP-JE L.U
I E A L LOI .5
OF:' SOIL ABSORPTIoP.-I SYSTEI'il IS: TRENCH
1-1171"1111-11,1 NU1,1BER OF' BEDROOIIE-, 4 SOIL RATING OSIA
THE.- R[' . '.,_-"!UIRET-1 SIZEOF THE SOIL ABsor,,P,rIcji,J TEII
I.- LEE 1,.4 cy"y II -A == ;R
R73 FFfl%o" FEE 0_ E"'" D_ F-" -V 9-0
'THE LENGTH climEY.4sior,i IS THE LENGTH (IN F'EET) OF THE' TF.`.ENCJ-4 OR [)RAINF-IELD.
f.)EI:",TH OF' f"i 'TRENCH OR PIT IS THE E)I-STANCE BETWEEVA 'THE SURF'AIDE OF THE
FiROUPAE, ANEi THE BOTTOM OF THE EXCAVATIOJ'4 -'IN F'EET.).
THERE IS [40 SET 1.-.Ilf.:,TH FOR TF: ENCHES.
THE GF;.,fTylfTL_ [-,lEPTH IS THE 1,11NIM1_Ill DEPTH OF G1--.'A',,,EL BETHEEhl THE OUTFTILL PIPE
'THE BOTTON (DF' THE E,,,,CAVATIOI,--1 1"IN F'EE-r%,.
F."m -'T, fq PA IF—— f-3 l. 2ILE A_;_su !_5 C-1 0_79 IF -1 0,.- L_ cm PA _05.,
TY TF. IhIFORM "THIS DEPARTMENT D(,.lRING THE
PERNIT F-iPPLI(l'AP-JT F -IRS THE RES.,POP-JS'(BIL.I I
INS"FALLATIlDhI IkISPECTIOhIS OF' f"It-Vi' WELL_:; FID.J1=11-:ENT 'TO THIS PROPERTY ANC) THE
NUMBER OF. THA -r THE IIEU.. WILL SER,. -'E.
y..11 e_D CA
F-! IE`_-' C _J1 1, Fm - E. -E: E.A
817,1("I"'FILLING OF" FIN' S'i-'STEI-'l WITHOUT FINAL INSPECTION MAE', APPROVAL 1311.1 THIS,
I"IlEPARTNENT I. -JILL BE 5�..113.31ECT T(J PRO SECUTIC-IN.
DISTANCE BETI.,JEEI'-J A IdEll. AND Alq,i-' SEWAG"IE [)ISPM::�,AL S'i-'S7,Et.l IS
1.00 F*Ef-'.,T FOR A PRf.l-?lATE WE * I .. L. OR 150 TO ;_200 FEET' Fra. I-1 A PUBLIC WELL I)EPENI)ING
UPlDN THE TYPE OP- PUBLIC I. -JELL.
I'-11NINUM FROM A PRD'ATE WELL TO A PRII)ATE SEWER Llr-,IE IS 25 FEET f"ll'41)
TO A COMI-1UNITY SEI.-JER LINE IS 75 F--EET,
C)"I"HER RE0.11RET IEN-vs, MAY APPLY. SPEC IF I CA'[']'. AhIr.', CONSTRUCTION DIFIS: R'FAIIS ARE
F0,MILF"IBLE To INSURE PROPER DISTALLAT'UDN.
4z:` I---* IFIf-ell I" V-1 Fz` Un: FR .A- 4D
I (_.:ERTIF'-r' THFIT
J.: I Al"I F`191'TILIAR L,.IITH THE REQUIREHENTS FOR OY-4-SITE SEkIE-RS AND AS. SET
F."iDIRTH E. -,Y THE OF ANCHORAGE.
2: 1 WILL 11,45"I'ALL THE' SYcTEIel IN ACCORDANI.-:E WITH THE CODES.
I UNDERSTAI'll", THAT THE ON --::;ITE SEWER SYETEII Ilf-lY REQUIRE D.-ILARGEI'lENT IF TTIE
RESIDENCE IS REMODELEE, TO IhIf_%Ll_I[-,lE MORE THAN 4 BEDROOIIS.
I GNEF
APPL I CAI
R S WALE S
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1. J E I B Y
EfiCANS
•
•- ire Municipality of Anchorage
_ ="*
On-Site Water and Wastewater Program � •w'.
(907) 343-7904 SAF ETY
Certificate of On-Site Systems Approval
Parcel I.D.
051-192-53-00 Expiration Date: � ) ^ ��
1. GENERAL INFORMATION
Complete legal description skyline view block 1 lot 2
Location (site address) 19407 old glenn
Current Property owner(s) Judy and Dana Reddish Day phone
Mailing address
Real Estate Agent Day phone
2. TYPE OF DWELLING:
E Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
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 ❑
WnoneaiverNariance request for: Distance:
Received by: Date:
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee $ 5 af/ / Waiver Fee $
Date of Payment 14,, io`i ' Date of Payment
Receipt Number 673Q 113 Receipt Number
COSA# 05C /7/1,31 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 C&M ENGINEERING Phone 907-854-5558
Address 20182 TULWAR
Engineer's Printed Name CHARLES BALZARINI Date 11/30/18
tIF
Alcv
6. DSD SIGNATURE
: 49TH f�
System #1 Approved for bedrooms
System #2 Approved for bedrooms � /'HARLES G BALZARI• A/
cc` CE-13854 `�
Disapproved +c'fl�cA•.• .•��v •i
toN�
Conditional approval for bedrooms, with the following s 1 E5S�-...-40"
•
ON-SII E
WATER AND “'
WASTEWATER e
PROGRAM co
•
By: \ 1 � � ( Original Certificate Date: (2-- J (�S
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory 's
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet r c
•
If more than 1 septic system is on the lot:
COSA Checklist# 1 of1
Structure served by this system 1
Certificate of On-Site Systems Approval Checklist
Legal Description: Skyline View block 1 Lot 2 Parcel ID:015 282 44
A. WELL DATA
Well type private If A, B, or C provide PWSID# Well Log (YIN) no
Date completed unk Sanitary seal (Y/N) yes Wires properly protected (Y/N)yeS
Total depth unk ft. Cased to +40 ft. Casing height(above ground) +12 in.
FROM WELL LOG AT INSPECTION
Date of test - 11/9/18
Static water level - ft. 150 ft.
Well production - g.p.m. +5 g.p.m.
WATER SAMPLE RESULTS:
Coliform neg colonies/100 mL Nitrate 5.77 mg/L
Arsenic ND ug/L Date of sample: 11/12/18 Collected by: C&M Engineering
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC / STEEL Date installed c.1993
Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) yes
Foundation cleanout(Y/N) yes Depression over tank (Y/N) no High water alarm (Y/N) no
Date of pumping 10/9/18 PumperSanitary Pumpers
C. ABSORPTION FIELD DATA
Date installed c.1993 Soil rating (g.p.d./ft2 ori) 1.2 System type deep
Length 42 ft. Width 3 ft. Gravel below pipe 6 ft.
Total depth 14.4 ft. Eff. absorption area 504 ft2 Monitoring tube yes Depression over field no
Date of adequacy test 11/9/18 Results (Pass/Fail)pass For 4 bedrooms
Fluid depth in absorption field before test 0 in. Water added 600 gal. New depth 0 in.
Elapsed Time: 10 min. Final fluid depth 0 in. Absorption rate >= 600 g.p.d.
Any rejuvenation treatment(past 12 mo.)(Y/N &type) no If yes, give date na
D. LIFT STATION
Date installed -- Size in gallons -- Manhole/Access (Y/N) --
"Pump on" level at-- in. "Pump off' level at -- in. High water alarm level at -- in.
Datum -- Cycles tested -- Meets alarm&circuit requirements? --
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot +100 On adjacent lots +100
Absorption field on lot +100 On adjacent lots +100
Public sewer main +100 Public sewer manhole/cleanout +100
Sewer/septic service line +25 Holding tank +100
Animal containment areas +100 Manure/animal excrete storage areas +100
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation +10 Property line 5 Absorption field +5
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 +10 Water main +10
Water Service line+10 Surface water +100 Driveway, parking/vehicle storage +5
Curtain drain +50 Wells on adjacent lots +100
F. COMMENTS
TANK LEVEL MEASURED AT 50"
G. ENGINEER'S CERTIFICATION < •.� �
V ne
I certify that I have determined through field inspections and •1V,• .•
review of Municipal records that the above systems are in /L2.
conformance with MOA COSA guidelines in effect on this date. *: 49TH • .k
. . . • • • . •
Engineer's Printed Name Charles Balzarini
Date 12/05/18 r • • • • ' • • . . . . . .
tHARLES G BALZARINI
F CE-93854 ••41 Al
<44:•• ••°lc.
'k ;PROFESSI*\.-
COSA canary sheet_2-6-15.doc
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT • ,f[ '�; 907-343-7904
On-Site Water and Wastewater Section ` ' Fax: 343-7997
www.muni.org/onsite
Nitrate Advisory'
Certificate of On-Site Systems Approval # 0SC181631
Subdivision: Skyline View, Block: 1, Lot: 2
A water sample revealed a nitrate concentration of 5.77 milligrams per liter (mg/L).
The Environmental Protection Agency (EPA) has established a maximum
contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While
private wells are not subject to this regulation, EPA standards are based on existing
health information and can therefore be used to gauge the relative quality of water
from private wells. Please see the attached "Nitrate Fact Sheet" for important
information regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On-Site
Systems Approval.
Mailing Address: P.0. Box 196650 *Anchorage,Alaska 99519-6650 *www.muni.org
Nitrate Fact Sheet
From Northern Testing Laboratories, Inc.
Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate
is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells.
SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of
ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the
oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners,
food solids,and bacterial cells. It may also result from the breakdown of organic matter buried in the soil.
TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is
associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of
young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood
stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry
oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the
concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered
from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization.
TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home
water treatment systems such as softening or iron filtration does not readily remove nitrate. The best
method for limiting nitrate in well water is source control. This can include avoiding overdosing of
fertilizer near the well and maintaining good separation distances between septic tank leach fields and
the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged
ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate.
TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a
spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect
the activity of nitrate in water. This laboratory uses several different wet chemical methods approved
under the public water supply laboratory certification program. They also have test kits available,which
the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can
monitor the change in nitrate levels from their well. They recommend comparing the test kit results
against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend
using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples.
Mailing Address: P.0. Box 196650*Anchorage,Alaska 99519-6650 *www.muni.org
. D e t a 1 I
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Note
/ �� / Chain Link Water (Lot 2) and
---„,1 /O O Lot
t Fence ,` Wastewater (Lot 3)
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Book 280 Easements Pages Exist 728-732
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I hereby certify that I have surveyed the following described P.
property: Lots 2& 3, Block 1,Skyline View,Plat No.P-508, ' •p,'..Ant ony P. Boneto
Anchorage Recording District,and that no encroachments '� `% '
•P LS-10393 .•'
exist except as indicated hereon. This As-built will only show the /IIs► '�•'•..l 1 I`1 •
I.
easements that appear on the recorded
on
lat No.P-508,
and in Book 280,Pages 728-732(Not Drawn),
Anchorage Recording District; rrt Ess�„,...` --
114 `
under no circumstances should this data hereon be used for the AAcle i missi ny Sep*'--
construction or establishing of boundary or fence lines. \Ito- p;Pc 12-II'I 1
Skyline View ASBUILT SURVEYAPB Land Surveying
g
0 25 50 Lots 2&3 Block 1
As De acted on: Plat Nos. Stewart-Reddish Judith M&
SCALE IN FEET Reddish Dana B 12204 East Prince of Peace Drive
1”=50' P-508& P-2013-105 19407 Old Glenn Hwy Eagle River,Alaska 99577
Anchorage Recording District Chugiak,Alaska 99567
Surveyed:Dec.5,2018 GRID:NW1159 courrak R,,,, CHECKED: (907)227-1361