HomeMy WebLinkAboutT12N R3W SEC 27 LT 61B Municipality of Anchorage
Community Development Department Page 1 of 2
On-Site Water and Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 •http://www.muni.org/onsite•(907)343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP171113 PID Number: 018-092-41 ❑✓ New ❑ Upgrade
Name:
SPINELL HOMES ABSORPTION FIELD
Address
❑ Deep TrenchShallow Trench ❑ Bed ❑ Mound
13905 MULLIGAN ROAD ✓❑ Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
6 1.0 GPD/SF 8.5 Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot 4.5 Ft. 4.0 Ft.
61B Fill added above original grade Gravel length
Township Range Section
0.0 Ft. 50/50 Ft.
12N 3W 27 Gravel width Beds:Number of Lines Distance between lines
SEPARATION DISTANCES 5.OFt. N/A N/A Ft.
To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist.between trenches
From
Tank Field Lift Station Tank Line 1000 Ft2 2 1 O Ft.
Well 86.1 104.7 N/A N/A 75.8 TANK Septic 11 S.T.E.P. ❑Holding ❑Other
Manufacturer Capacity
Surface Water 100+ 100+ N/A N/A ANCHORAGE 2000Ga1.
Material Number of compartments
Lot Line 34.7 1.0 N/A N/A STEEL 2
' NA
Foundation 12.9 31.4 N/A N/A LIFT STATION
Manufacturer Capacity
Curtain Drain 50+ 50+ N/A N/A Gal.
Remarks Pump on level at Pump off level at High water alarm at
in. in. in.
Pump make and model Electrical Inspections performed by
Installer PIPE MATERIAL House to tank 3034 Tank tod 303
drainfiel4
A+ HOME SERVICES Drainfield 3034 CO/MT 3034
Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 100ft
Inspections, Location and description
dates: 1 4/19/18 2n0 4/19/18 p
3id
4th SW BOTTOM HOUSE TRIM
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp
Conditional Approval: Date ,..,„...4.„cet OF A/:.4kk!
even I . Pannone
i —tl
/, y��14. . CE 8149
Approv \ tip.., Date b ( c }gk PROFFSS7tlOA ...
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Inspection Report_1-1-12.doc
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INSTALLED DRAIN FIELD (2EA) N
5OLF x 5'W x 4'ED x 8.5'TD
88 \ IMAM INSTALLED MT AND CO AT EACH END- -96
DESIGN PARAMETERS \j�� A Bim' r \/
PRIMARY SEPTIC SYSTEM \ FC 6.1 51 /_Pk� /
NO. BEDROOM: 6 (900 gpd) Ti 14.6 66.0 w__________-W 1
TANK SIZE: 2000g
N. T2 27.5 79.5 1
PERC RATE: <1 MPI DCO 30.2 82.1 \
SOIL RATING: 1 GPD/SF Cl 48.9 102.4 A 1
AREA RQD: 900 SF M1 50.3 103.361
SYS. TYPE: WIDE TRENCH- 4.0'ED SEPTIC AREA
RF: 0.50 / C2 36.7 62.9
MIN LENGTH: 90 LF M2 36.0 70.6/
C3 53.6 66.4
USED:
(2EA) 50 LFx5'Wx4.O' E.D., 8.5' TD / M3 51.4 64.9
TOTAL AREA: 1,000 SF C4 62.1 104.7 /
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93,2 I 12 91.5 9/27/2006
PROFILE SCALE:NTS DATE
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NOTES: PANNONE ENG SVC LLC _--����xv, Date
RECORD DRAWING OF A�gsl�� 5/24/2018
P.O, BOX 100217 ANCHORAGE, AK 99510 r 's
PHONE (907) 272-8218 FAX (907) 272-8211 ,:,, • �y0+ Scale
j*: 49TH '•,t°/ 1.•_50'
*' Q/� P.I.D. NO
DRAWN BY: T12N, R3W, Sec 27, LOT 61B ^1 ��/ 018-092-41
SPINELL HOMES •teven I:. •C5annori PERMIT NO.
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SOIL LOG -_ PERCOLATION TEST0
LEGAL DESCRIPTION: T12N, R3W, SECTION 27, LOT 618 ey arness. OD
PERFORMED FOR: ESTATE OF WALTER HAINES DATE: 9/20/2006 Q(14% _ g' / 6. Alpo
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■ " DRY 9/27/2006
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19— PERCOLATION RATE 'N<1 (MIN./INCH) FERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.0 FT. AND 5.0 FT,
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES I NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TES- PERFORMED BY: BENNY MAUS
COMMENTS: * THE INSITU SILTY SOIL WILL ACT AS A SAND FILTER.
A
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 9f T3/0 6_ _
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SOIL LOG — PERCOLATION TEST iVA
LEGAL DESCRIPTION: T12N, R3W, SECTION 27. LOT 61B V 13 I e• y A. Gorness.: P
PERFORMED FOR: ESTATE OF WALTER HAINES �� ° CE-795 `per
DATE: 9/20/2006 ti() 7', - L.• '
DEPTH(feet) ..-= ORGAN CS o4'`Oe°-P �\F
: '~� TEST HOLE #2
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* SOIL CLASSIFICATIONS
2— * _
:a: GW F, ORG
3 GP I -( ML
LIME GM 1� c_
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SW• MH
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Min SM r,,. ,� OH SEE ATTATC H E D
6– ii. i!.';i` Sc SITE PLAN
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7— 0 DEPTH TO DATE
GROUNDWATER
8 - r GM DRY ,9/20/2006
(MORE SILT DRY 9/27/2006
9 •
r
w/DEPTH)
r
10—
11 — DATE READING CLOCK NET TIME WATER LEVEL NET DROP
I TIME (MINUTES) READING
(INCHES)
■
12 9/21/2006 1 -- - 6 -
2 - 5 0" 6"
•
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19— PERCOLATION RATE '<1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.0 FT. AND 5.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: D YES II NO
SOILS LOGGED Bv: JODY MAUS PERCOLATION TEST PERFORMED BY: BENNY MAUS
COMMENTS: 1 THE INSITU SILTY SOIL WILL ACT AS A SAND FILTER.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: qI2`t.)/64-
________________
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MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP171113
Work Type: Septic Initial
Tax Code Number: 01809241000
Site Legal Address: T1 2N R3W SEC 27 LT 61 B G:2936
Site Mailing Address: 13905 MULLIGAN RD, Anchorage
Owner: SPINELL HOMES INC
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Effective Date:
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
7/28/2017
7/28/2018
47600
Q Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Special Provisions:
1. A sieve analysis of the soil in the location of the proposed trench is required prior to construction to verify
insitu can be used as sand filter (51 % or more must pass a #4 sieve).
2. Existing well shall be documented to include documenting the total depth and casing depth, providing water
sample results, confirming/extending casing to at least 18" above finished grade, and providing/confirming an
approved sanitary cap.
Received By:
Issued By:
Date:
Date:
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CZ //LAURIE SUBDMSION
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T12N R3W SEC 27 L43
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LOCATIONS I 1 THAT IS TO BE (NO CONCERN)
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ELMORE SUBDMSION ELMORE SUBDMSKk1 ELMORE SUBDIVISION ELI.IORE SUBDMSION
LOT 1, BLOCK 2 LOT 2. BLOCK 2 LOT 3A. BLOCK 2 LOT 4A, BLOCK 2
(NO CONCERN) (NO CONCERN) (NO CONCERN) (NO CONCERN)
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PREPARED FOR: PHONE NUMBER; PAOE NUMBER. : •• D
EST. OF WALTER HAINES (907) 355-2826 1 OF 1 IA - ey orness.
LECA. DESCRIPTION: DRAWN BY; Ohl, • CE—'•• •. ....<11:;,,,p
T12N, R3W, SEC 27, L61B B.F.M. 60 . 1 ?r,43. "- g
TYPE Oi WORK: DATE �4:��dOdc�
SITE PLAN 9/19/2006
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1SOIL LOG — PERCOLATION TEST ', ... . ...
LEGAL DESCRIPTION: T12N, R3W. SECTION 27t LOT 618 ,, ey .•rness.
� � CE—795 -� 6 �
PERFORMED FOR: ESTATE OF WALTER HAINES DATE: 9/20/2006 O �+ •• rZ 4¢6 o�c,"
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DEPTH _� - ORGANICS nf ^ '
(feet) -rTEST HOLE #1
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2 r
r PEN GW MEM ORG
3 I r GP 111111111 ML
11.11111 GM %//% CL
4 ' i%Z'4 GC NNE OL
' r N,°5` . SW 11111111. MH
la • SP 7 40, CH
5 ` • IMO!: sM q�,K, OH SEE ATTATCHED
I + :2* :+:'.: SC SITE PLAN
6 I IN
' • DEPTH TO
7 r I (MORE SILT GROUNDWATER DATE
8 M I w/DEPTH) DRY 9/20/2006
r DRY 9/27/2006
9 •
I s
10
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
11 TIME (MINUTES) READING (INCHES)
12 IIII • 9/21/2006 1 — — 6" —
2 - 5 0" 6"
' 3 — — 6'
13 —
• 4 — 5 0" 6"
I r
14 I 5 - - 6- -
•
B.Q.H. - 6 — 5 0" 6"
15
16
17
18
19 PERCOLATION RATE s<1 (MIN./INCH) PERC. HOLE DIA. 6 CINCHES)
TEST RUN BETWEEN 4.0 FT. AND 5.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ VES MI NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TES" PERFORMED BY: BENNY MAUS
COMMENTS: • THE INSITU SILTY SOIL WILL ACT AS A SAND FILTER_
PERFORMED BY GEG, Ltd. I. JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 912 5/0 6
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ISOIL LOG - _PERCOLATION TESTI 11111
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LEGAL DESCRIPTION: T12N, R3W, SECTION 27. LOT 616 V ,:y A. Gayness.
P
PERFORMED FOR: ESTATE OF WALTER HAINES DATE: 9/20/2006 ��O�a rye . I0�, c`_c�Q�
(eetjH ORGANICS HOLE4p�Qa �Ofa�aQF0.� '
II TEST #2
1 — • r
r r
9 b SOIL CLASSIFICATIONS
2— 11 r F3EN GW EigEtt ORG
' atra GP 11111111
3— r IN I1;1 %I//I.
GM � cL
4- ▪ ' .6:ye% GC Mill OL.
r sW 3111111i MH
5— 111sm 1111: off SEE ATTATCHED
a.44.,:224 sc SITE PLAN
6— r r
Fl r
7_ DEPTH TO
r r GROUNDWATER DATE
I
8— r ' DRY 9/20/2006
' GM DRY 9/27/2006
' r (MORE SILT
9 1 , w/DEPTH)
I
10—
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
11 — r r TIME (MINUTES) READING (INCHES)
' ■ 9/21/2006 1 - — 6" -
r 2 - 5 0" 6"
' ,
13— • 3 - - 6" -
4 — 5 0" 6"
14— r 5 - - 6" -
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15—,
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17—
IB—
PERCOLATION RATE •<1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19—
TEST RUN BETWEEN 4.0 FT. AND 5.0 FT.
20 - A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES I NO
SOILS LOGGED B': JODY MAUS PERCOLATION TEST PERFORMED BY: BENNY MADS
COMMENTS: * THE INSITU SILTY SOIL WILL ACT AS A SAND FILTER.
PERFORMED BY GEG, Ltd. I. JEFFREY A. GARNESS, CERTIFY THAT THIS WAS/PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: °1�Z`o/64-
• if 8VMunicipality of Anchorage , : .4,013
On-Site Water and Wastewater Program ���i1 • 5°
(907) 343-7904 s A lei
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Certificate of On-Site Systems Approval
Parcel I.D. 018-092-41 Expiration Date: 9-7-12
1. GENERAL INFORMATION
Complete legal description T12N R3W Sec 27 Lot 61B
Location (site address) 13905 Mulligan Rd.
Current Property owner(s) SpIneIl Homes, INC Day phone
Mailing address 1900 W. Northern Lights Blvd. #200 Anchorage, AK 99517
Real Estate Agent Day phone
2. TYPE OF DWELLING:
Ei Single Family (w/wo ADU)
El Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 6
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well Individual El
Individual Water Storage ❑ Holding Tank ❑
Community Class Well ❑ Community ❑
Public Water System ❑ Public Sewer ❑
WaiverNariance request for: Distance:
Received b • �� L_� p► tAt 0 Date: (e/ita
COSA to be released to the engineer,unless otherwise requeste•l15 the engineer. ,
COSA Fee $ (ASO Waiver Fee $
Date of Payment 1011(!$ Date of Payment
Receipt Number 'r Receipt Number
/�
COSA# /a 4J U'1 q1 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.
In conducting an adequacy test,I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MoA COSA
guidelines and 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 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 this system. All systems eventually fail and satisfactory test results do not guarantee future
performance of the system,nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot provide any warranty
for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed
above.
Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218
Address P.O. Box 100217, Anchorage Ak. 99510
Engineer's Printed Name Steven R Pannone Date 5/31/2018
AY
*P TH i\ •' y 4A
6. DSD SIGNATURE :')-• • • •��
System#1 Approved for bedrooms t7 •.Steven CER.8149Fsannone
System#2 Approved for bedrooms } V•• —
Disapproved Iii;A OFESSONA •
Conditional approval for bedrooms, with the following stipulations:
•
•
•
•
By: At - . qtr • Original Certificate Date:
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
•• t • (;
7. ATTACHMENTS: •
,t
COSA Checklist X Nitrate Adviry
Septic System Advisory Arsenic aavisorya'U
Well Flow Advisory Other 4",:-1,1 ;c + a. a
. 4 4 ,.-d•
COSA blue sheeti. c
If more than 1 septic system is on the lot:
COSA Checklist# 1 of 1
Structure served by this system 1
Certificate of On-Site Systems Approval Checklist
Legal Description: T12N R3W Sec 27 Lot 61 B Parcel ID:018-092-41
A. WELL DATA
Well type Private If A, B, or C provide PWSID# Well Log (Y/N) Y
Date completed 7/1997 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y
Total depth 143 ft. Cased to 143 ft. Casing height(above ground) 24+ in.
FROM WELL LOG AT INSPECTION
Date of test 7/1997 5/21/2018
Static water level 18 ft. 99 ft.
Well production 12 g.p.m. 10 g.p.m.
WATER SAMPLE RESULTS:
Coliform NEG colonies/100 mL Nitrate 5.80 mg/L
Arsenic ND ug/L Date of sample: 5/16/2018 Collected by: Sullivan Water Wells
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Septic/Steel Date installed 4/19/2018
Tank size 2000 gal. Number of Compartments 2 Cleanouts (Y/N) Y
Foundation cleanout(Y/N) Y Depression over tank(Y/N) N High water alarm (Y/N) N/A
Date of pumping NEW Pumper N/A
C. ABSORPTION FIELD DATA
Date installed 4/19/2018 Soil rating (g.p.d./ft2 or ft2/bdrm) 1.0 GPD/SF System type L W c'k
Length
50/50 ft. Width 5.0 ft. Gravel below pipe 4.0 ft.
Total depth 8.5 ft. Eff. absorption area 1000 ft2 Monitoring tube Y Depression over field N
Date of adequacy test NEW Results (Pass/Fail) For 6 bedrooms
Fluid depth in absorption field before test in. Water added gal. New depth in.
Elapsed Time: min. Final fluid depth in. Absorption rate >= 750+ g.p.d.
Any rejuvenation treatment(past 12 mo.) (Y/N &type) N If yes, give date
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 lo 106- �" • On adjacent lots 100+
Absorption field on lot 1 + l 01-°ilj On adjacent lots 100+
Public sewer main 75+ Public sewer manhole/cleanout 100+
Sewer/septic service line 25+ Holding tank 100+
Animal containment areas 50+ 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 10+
Curtain drain 50+ Wells on adjacent lots 100+
F. COMMENTS •
-fit- an\V&V/ C,\I 0 (. •
G. ENGINEER'S CERTIFICATION + 9F Al kki
I certify that I have determined through field inspectionsrand o pet.. /)\ y+#0
review of Municipal records that the above systems are in 0*; • • `` .*
conformance with MOA COSA guidelines in effect on this date. •••, ` 9•• ••• 0
Steven Pannone •
Engineer's Printed Name r•• *Si everi X•'annorie:••/
Date
5/31/2018 0+ :;� 1
• CE-8149
COSA canary sheet_2-6-15.doc
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT ' • r""c! 907-343-7904
On-Site Water and Wastewater Section Fax: 343-7997
www.muni.org/onsite
Nitrate Advisory
Certificate of On-Site Systems Approval # OSC181248
Subdivision: T12N R3W Sec 27, Lot: 61B
A water sample revealed a nitrate concentration of 5.80 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.O. 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.O.Box 196650*Anchorage,Alaska 99519-6650*www.muni.org
iig
1VLLIVAN
i WATER WELLS
Drilling•Piling• Pumps Date: 5-21-18
P.O. Box 670269 Chugiak,AK 99567
P: (907) 688-2759 F: (907) 688-2259
TO: Pannone Engineering
13905 Mulligan
Flow Test Report:
Max Drawdown: 114.6'
Casing:40+
Total Depth: Unknown
Resting Static:99'
10 plus gpm (limited by pump) see attached flow test paperwork
LOT 61 B
1 .05 ACRES, +/-
N 89°50'00"E 280.13'
O . a
52.0' 10' UTILITY ESMT. -4-10' CEA T. & E. ESMT.
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N 89°49'30"E 280.13' l d 19.0
BUILDING DETAIL
AS - BU I L T SCALE: 1"=zo�
HEREBY CERTIFY THAT I HAVE SURVEYED THE
PROPERTY DEPICTED ABOVE AND THAT NO
GASTALDI LAND ENCROACHMENTS EXIST EXCEPT AS INDICATED. 04an 1=l u tiQ
SURVEYING, LLC IT IS THE RESPONSIBILITY OF THE OWNER TO ��� OF qC 4®
JEFF A. GASTALDI, R.L.S. DETERMINE THE EXISTENCE OF ANY EASEMENTS, P'•'•'•""�''•;9S
2000 E. DOWLING RD., SUITE 8 COVENANTS OR RESTRICTIONS WHICH DO NOT /-- .s �' ®®
ANCHORAGE, ALASKA 99507 APPEAR ON THE RECORDED SUBDIVISION PLAT. esu * ' 49TH—H %\ •':* .0
PHONE 248-5454 UNDER NO CIRCUMSTANCES SHOULD ANY DATA
HEREON BE USED FOR CONSTRUCTION OR FOR ®�•�' ry&—.'-el Q
GRID DATE . Jeffery A. Gostoldi : 1.‘,‘•
ESTABLISHING BOUNDARY OR FENCE LINES. P LSS-60,91
SW2936 , 5/10/2018 ANCHORAGE RECORDING DISTRICT, ALASKA
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