HomeMy WebLinkAboutUS SURVEY 3044 LT 36C T10N R2E SEC 17US Survey
3044
Lot 36C
#075-064-03
Sep 20 OE 02:02p Kevin McDermott
.tr+-nv; �.•. At. u'...; •: l.i:i i ••. 70: i •/H7.t+o11
(907) 703 -DOGS p.2
STATE OF ALASKA
DEPARTNIENT OF NATURAL RESOURCES
DIVISION OF rmNING, LAND & NATER
WATER NN ELL LOG
Drilling Started: 10 �3,2OO5c umrlcted: 10 14 --2005
Ciq Ounwch: 5uWieision:I
BLOCK LOT
PraporyChtticrKames»Addl,:Alen Cornelison & Kevin Mcder
P.O.Box 1148 Girdwood, AK. 99587
I
Girdwood US Survey 3044
36c
\Iendlaa TOw1lNhlp _� Ratlge �___ $lCllan _ _ _ r/, U _:5 of 1/1 or _
BOREHOLE DATA' (from T.O.C. ) Depth
Drilling method: (x )Air rotary, I ) Cable Tool. Other
Material: Type. Color & wctn,s% From To
Well use: ( ) Public surr y I (x ) Domestic- Other
overburden
0
3
Depth orhole:—12g..- - fi. casing stickup: 2 it
'
Casing type:steel Thickness: Q,2W— inches
i grey sift &gravel
3
24
Casing diameter: 6 inches Casing depth: 128 _ R
Liner type: - Diameter: =inches Depth: - ft
sand & gravel
24
Scuic water (from top of castng): 3]_ It on 1Q-' 14.2DO5
Pumping level & yield: _ feet afrcr_ hours at _ gpnt
Recover• rate. 30 _ gpm. 3Iclhod of resting: airlift
wet gravel &sand
53
55
[hvclopmcnt method: airlift Duration: 1 hoof
silty gravel w/ some H2O
55
58
Well intake opening type: (3C ) Open end. ( ) Olson holt, Other
Screened: Start: fi• Stopped ` li
j clay & rock
58
100
Screen type: - Slovtttcsh size: _
I
Pciforated: Start: it. Stopped: - it
Stan: 1), Stopped: fr
wet clay & rock
100
110
Note: ....................................................................................................
silty gravel w/ H2O
110
123
Grout typc:.hentori to Volume
Depth: front n ft. to 20 ft i
-- -
coarse gravel w/ H2O
123
128
Pump intake depth: a
Pump size: hp. Brand name:
Was well disinfected upon completion'.' (x) \•es. ( ) No
Method of disinfection: ... CN917ine
Driller comments' disclaimers:...........................................................
.............................................................................................................
.....................................................................................
Well driller nine: -Johnny.Kay....................................................
Company name: ... HetS -Dr hien..al;............................................ ;
hdailingnddress:.3W.AkM!a Dr :................................................
City: Anchorage state: AK zip 99516
Phone number: 907 ) _ 345_ - _0593
Drillers signaut
Alaska state law requires that a copy of this well log he sent to the
Depunnlcot of Natural Resources within 45 da)y: Cit, it
aveenuble.(AKatatutce3x.4)5.010.3S.05.03<.4I.08.01U.
4h.1 3,0211 and AK rcgulatiotlx 1 I AAA. 9:.140).
DNW Division of Mining. Lind and water.
550 W All Avenue. Suite 1020
Anchorage. AK 995(11-
Phone (9071:69-1:639 one.tax 4907)210-1447,
Within the City ofArlcorage. i squired that a copy uftbe well log be
sent to the approrrints city office within 60 drtys and that another copy of
the well log be sent to the wol:rropcny owner within 30 days.
Permit Number: sw_Q50367
Date of Issue: -seRi.26_'2005_
Parcel Identification Number.
Is well located at approved Permit Ioention" ()() Yes or ( ) No
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519.6650
(907) 343-7904
ON-SITE WATER SUPPLY PERMIT
Initial
Date Issued: Sep 26, 2005
Expiration Date: Sep 26, 2006
Permit Number: SWO50367 Parcel ID: 075-061-10
Legal Description: US SURVEY 3044 SUBDIVISION LOT 36C W99'
Design Engineer: 0000 None Required
Owner Name: ALLEN CORNELISON & KEVIN MCDER
Owner Address: PO BOX 1148
GIRDWOOD , AK 99587 -
Site Address: NHN ALYESKA HIGHWAY
Lot Size: 30967 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
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 closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
5. The following special provisions.
-THE INSTALLATION OF A WATER WELL SHALL MEET ALL THE ANCHORAGE MUNICIPAL CODE 15.55.
PLEASE SEE THE ATTACHED SHEET "PERMIT REQUIREMENTS FOR A DOMESTIC WATER SYSTEM". IT IS
THE BURDEN OF THE PROPERTY OWNER TO DETERMINE THIS WELL INSTALLTION WILL NOT AFFECT
THE FUTURE DEVELOPMENT OF THE SURROUNDING OR EXISTING LOTS. WHEN THE WELL HAS BEEN
COMPLETED AND SATISFACTORY WATER PRODUCTION HAS BEEN DETERMINED, THE WELL DRILLER
SHALL PLACE AN APPROVED SANITARY SEAL ON THE WELL HEAD AND NO PITLESS ADAPTER OR PUMP
SHALL BE INSTALLED UNTIL AN APPROVED WASTEWATER DISPOSAL SYSTEM HAS BEEN CONSTRUCTED.
IF THERE ARE ANY QUESTIONS PLEASE CALL THE MUNICIPAL ON SITE WATER AND WASTEWATER
PROGRAM AT 907-343-7904.
Received By:
'lam 414 Date: 10 /3 °S
Issued BY: �' Date: , 2 1� f'�
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. _ _D�5-OCF(- to
Permit Number SW
Property owner(s) AaE#J 6' *igtt�pp S
KLJuI
1`i,7eVt46Ti Day phone ASO-1�2o
Mailing address 170 15vy, 1145_&any400p
4115$I Zip Code JIM
Site address 1.6 &r5VA
e-IIRO14000 Zip Code q`iS$%
Legal description (Lot, Block & Sub'd.)
(I SS
9o441 !or- 3!c G W -TV
Legal description (Section, Township & Range)
Sctr. 101.i R
Lot Size 3r7 %�0 Acre q.Ft.
Number of Bedrooms
THIS APPLICATION IS FOR:
Sewer Only
❑
Well Only
Sewer and Well
❑
Water Storage ❑
Sewer Upgrade
❑
THIS PROPERTY CONTAINS:
Hot Tub
❑
Jacuzzi ❑
Swimming Pool
❑
Water Softening Unit ❑
Therapy Pool
❑
I 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.
I
(Signature of property owner or authorized agent)
Permit/Rush Fees: 1-75' [3Zi Waiver Fees:
Date of Payment: /'�� ° Date of Payment:
Receipt Number:? f� r.
y Receipt Number.
(Rev. 09/04)
Tract A
Lot 35
Lot 16C
2%482 ig.ft
Q....
1 QOa :Michoel L Jokela: �O
o��: '•. LS -7839
US Su%z\,rj 3o94
i
QAoIvs
IgW0
Lot 36A \
: 126.5 - ...-'...
�Q
w.t
• ggQ� c'G / ''.
PFG 126.5
I
\ \ Lot 36B
Lot 36D
SALE �� =o
Tract A
/ \
566.1 .Za
/ \ SGPRP a rn .':..'•
a
•:' �'
2a
LA 6
o� 9' y
Lot 36A
9.9
\
po. on \ EXISTING p
t' "P AHOUSE
LA 3 3
cT �9 Z
N
Lot 1 \\
\\
Lot 36C a
N66 45 00 W 6�.
7p9
\
80
Lot 36B
aw
Lot 36D
\
p
op
Lot 2
\
0000Opp�
66 �pe�
S Opo
N za°
\• /
o P
; o.
o .......:.moo
'•A
Q n lh ny H n; 00
alp �;
'• LS-9020: p�
• ,�o
ofess On Ol bpm
r\�000
�o�
N�9 ° 06)
/ko R
k
P\ye s gee
t°
G
AS-BUILT
NOTE: THIS DRAW7NC IS N0T TO BE MODIFIED FOR USE AS A PLOT PLAN.
Legal Description:
Ordered By. Kevin McDermott
Lot 36C,
US Survey 3044
Legend
eptic lndpipeo :..:.,�, p•t.::"•:
Water Well
Fence—x—x—
Wood Dx��
SURVEY CERTIFICATION: LANTECH has conducted a physical survey of the
property as shown on this drawing and Certifies that the improvement:
situated thereon are within the property lines and no encroachments exist
Arm
Mrr.Mirh
LAND do CONSTRUCTION SURVEYORS—PLANNERS—ENGINEERS
440 West Benson BOUIEVafd, $UI1e 200 Phone: 562-5291
other than noted.
EXCLUSIONARY NOTE: It Is the owners' responsibility to determine the
existence of any easements• covenants• restrictions or right—of—way
takings which do not appear on the recorded subdivision plat. Under
Anchorage, Alaska 99503
Fax: 561-6626
no circumstances should any data hereon be used far construction,
to establishing property lines, or far plot—plan purposes.
plot: 2006-141 Grid: 4814
Date: May 4, 2007 gown By NRB
Work Order: 2007-L-052 Fb/Pg: 682/71,
72
scale: 1'-40' lChecked By. APH
Municipality of Anchorage
�1 Development Services Department
Building Safety Division
_ On-Site Water 8 Wastewater Program
4700 Bragaw Street /,,
P.O. Box 196650 ^
Anchorage, AK 99519-6650 �I�•
www.munl.org/onsite � � ►
(907) 343-7904 1 a l,,p'
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. D 7; O 6'/ _ 0 3 COSA# 0 2 Of Ve
1. GENERAL INFORMATION Expiration Date: R — / O - D Z
Complete legal description
US SURVEY
3044, LOT
36C
Location (site address)
1853 ALYESKA
HIGHWAY •
GIRDWOOD. AK 99587
Current Property owner(s) ALLEN CORNELISON Day phone
Mailing address 2400 FANTAIL CIRCLE * ANCHORAGE. AK 99515
Lending agency Day phone
Mailing address
Real Estate Agent Day phone
Mailing address
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 4
3. TYPE OF WATER SUPPLY:
Individual Well
)♦
Individual Water Storage
❑
Community Class Well
❑
Public Water System
❑
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
❑
Individual Holding tank
❑
Community On-site
❑
Public Sewer
0
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 samples. (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
IvestwtiQQn, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
hows thafthe orf s1(e water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. /further verify that based on the
information obtained from the Municipality of Anchorage riles and from my investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm GARNESS ENGINEERING GROUP, Ltd.
Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, GEG, LID. attempted to provide a thorough,
conscientious engineering analysis of the system In accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the fest, and separation
distances measured to readily identiriable features. The operational life of all wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
resufts do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, LTD. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report Is for
the sole benefit of the ownerlisted above. Any reliance upon or use of this report by any
otherperson or party Is not authorized, nor will it confer any legal right whatsoever.
5. DSD SIGNATURE
Approved for bedrooms.
Disapproved.
Phone 337-6179
Date 5-110 O
Conditional approval for bedrooms, with the fllowing stipulations:
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Reort
Other
ON-SITE
WATERAND •;
WASTEWATER
PROGRAM
By: Original Certificate Dater 0 7
(Rev. 11105)
Municipality of Anchorage
Development Services Department`;
Building Safety Division
On -Sits Water b Wastewater Program '
4700 Bragaw Street
P.O. Bar 196650
Anchorage, AK 99519.6650
www.muni.org/onsite
(907) 3437904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: US SURVEY 3044, LOT 36C Parcel ID: o z }-- 06q -D3
A. WELL DATA
Well type PRIVATE If A. B, or C provide PWSID# N/A
Date completed 10/14/2005 Sanitary seal (Y/N) YES
Total depth 128 ft. Cased to 128 ft.
FROM WELL LOG
Date of test 10/14/2005
Static water level 31 ft.
Well production 30 g.p.m.
WATER SAMPLE RESULTS:
Coliform kY colonies/100 ml.
Arsenic ug./L.
n110 1
B. SEPTIC/NOLDING TANK DATA
Tank Type/Material
Tank size gal.
Foundation cleanout (YM) _
�tsv ng
C. ABSORPTION FIELD DATA
Date installed
Length
Well Log (Y/N) YES
Wires properly protected (Y/N) YES
Casing height (above ground) 18+ in.
AT INSPECTION
4/30/2007
25 ft,
4.25 g.p.m.
NitratsQ. la mg./L. Other bacteria -e- colonies/100 mi.
Date of sample: 4/30/2007 Collected by: GEG Ltd.
PUBLIC SEWER
Date installed
Number of Compartments
over tank (Y/N)_ High water alarm (Y/N)
Soil rating (g.p.d./ftror h'/bdrm)_ System type
ft. Width
Total depth ft. Eft. absorption area_ ft'
Date of adequacy test
ft. Gravel b ft.
ingyrh _ Depression over field
Fluid depth in absorption field be eSf _ In. Water added _gal. New depth _in.
Elapsed Time: n. Final fluid depth _ in. Absorption rate >= g.p.d
treatment (past 12 mo.) (Y/N 8 type) If yes, give date
D. LIFT STATION
Date installed Size in gallons
"Pump on" level at —in. "Pump off" le .
E. SEPARATION DISTANCES
Manhole/Access
water alarm level at in.
Cycles tested Meets alarm & circuit requirements?
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tankA tft station on lot N/A
Absorption field on lot N/A
Public sewer main 75'+
Sewer /septic service line 25'+
On adjacent lots 100'+
On adjacent lots
:9
Public sewer manhole/cleanout 100'+
Holding tank 75'+
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: PUBLIC SEWER
Building foundation _
Water main
Wei lsal10a—cent lots
Property line Absorption
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line
Water service line
F. COMMENTS
G. ENGINEER'S CERTIFICATION
Surface water,
Building foundation Water
Wells on adjacent lots-
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this
date.
Engineer's Printed Name JEFFREY A. GARNESS
Date (;JI Q & 7
parking/vehicle storage
COSA Fee S, -2,n 4 176 t�(%S 14 Waiver Fee $
Date of Payment sI//o /O/ Date of Payment
Receipt Number 9 a (, 31 Receipt Number
(Rev. 11105)
SGS Refq
1071768001
Client Name
Garncss Engineering Group, Ltd.
Project Name/#
USS 3044 Lot 36
Client Sample ID
USS 3044 Lot 36A
Matrix
Drinking Watcr
PWSID
0
All Dates/Times are Alaska Standard Time
Printed Date/Time
05/09/2007 15:53
Collected Datelrime
04/30/2007 13:45
Received Datelrime
04/30/2007 15:00
Technical Director
Stephen C. Ede
Sample Remarks:
Atiossable Prep Analysis
Pantmeter Results POL Units Method Contaim ID Limits Date Date [nit
Metals by ICP/MS
Arsenic ND 5.00
Haters Department
Total NitmteNitritc-N 0.106 0.100
Microbiology Laboratory
Total Colifunn 0
ug/L
EP200.8
C
(<10)
05/08/07 05/09/07
TK
mg/L
S1120 450ONO3-F
D
(<10)
05/05/07
1DS
coVI00mL SM2092220 A (<I) 04/30/07 DLC
d3Certificate of On -Site Systems Approval
064- 85
Parcel I.D. 075 - Expiration Date:
1. GENERAL INFORMATION
Complete legal description USS 3044 Lt 36C, T 10 N R2 E, Sec 17
Location (site address) 1853 Alyeska Highway
Current property owner(s)
Mailing address
Real estate agent
West Alta Holdings LC Day phone 801-304-5930
10011 S Centennial Pkwy #275, Sandy, LIT 84070
Erin Eker, Ski to Sea Properties
2. TYPE OF DWELLING:
i� Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
Day phone 907-783-3493
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Private Well
Z
Private Septic
D
Water Storage
❑
Holding Tank
0
Community Well
❑
Community
❑
Public Water System
❑
Public Sewer
E
Waiver request for: Distan
Received by:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ 5-56
Date of Payment. 9LVLq
Receipt Number & 1 *76 8
COSA # 66 C'm 43ke
Date:
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. I acknowledge that On -Site staff may visit the site to verify the information submitted.
Name of Firm Restoration Science & Engineering, LLC Phone 907-278-1 D23
Address 911 West 8th Ave, Suite 100, Anchorage, AK 99501
Engineer's Printed Name Neil Waggoner, PE Date 7/30/2019
� OF qtlk
;9���
.�. ....
�"�: X49 TM+ • .� ��
6. DSD SIGNATURE •n••�e•a•.o••a •••.....
System #1 Approved for bedrooms •1..,...%'"' :.;; ,.
System #2 Approved for bedrooms NEILDW� BONER
Disapproved
ROFESStd
Conditional approval for bedrooms, with the following stipulaa i�3'''°�
By: i �---
'/)JlI11�... NNN111.
Original Certificate Date: �? 13 1
1
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
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA Checklist blue sheet
A 0 .::. ,; iT- •� 710
Legal Description: USS 3044 Lt 36C, T10N R2E, Sec 17
Parcel ID: 075-064-53
If more than 1 septic system on lot: COSA Checklist # of Structure served by this system
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Well production at time of test 9 gpm
Date drilled 10114105
Water storage tank volume gallons
Total depth 128 ft
Well disinfected for coliform test? ❑ Yes FOR No
Cased to 128 ft
❑ Coliform bacteria is Negative
❑ Sanitary seal is functioning correctly
Nitrate mg/L ❑ Nitrate less than MRL (ND)
❑ Wires are properly protected
Arsenic ug/L ❑ Arsenic less than MRL (ND)
Casing height (above ground) 32 in.
Collected by Neil Waggoner, PE
Date of flow test for COSA 7/29/19
Date of Sample 7/29/19
Static water level at beginning of test 23.88 ft.
Comments Well flow tested at —9GPM for one hour, 510 gallons pumped. Well will easily produce 600 GPD.
B. TANK DATA
Age of tank(s) years
Tank type/material
Measured operating fluid level in septic tank
❑ Standpipes/foundation cleanout per record drawing
Date of pumping
D. ABSORPTION FIELD DATA Residence on City Sewer
Which system tested (date installed)
❑ ALL standpipes present per record drawing
Total measured depth from grade ft (max)
Measured depth to pipe invert from grade ft (min)
❑ N/A — pressurized field
❑ Monitor tubes go to bottom of effective. If not, state
depth into effective
❑ Code -required soil cover over field
❑ System presoaked
(Required if vacant for greater than 30 days prior to
date of test)
Gallons introduced gallons
Comments/Deficiencies:
COSA Checklist yellow sheet
C. LIFT STATION
❑ Required maintenance completed
Age of lift station years
Lift station material
Comments:
Adequacy test date
Results ❑ Pass For bedrooms
Fluid depth prior to test in
Water added gal
New depth in
Elapsed time min
Final fluid depth in
Absorption rate gpd
Any rejuvenation treatment (past 12 months)
If yes, enter date
E. SEPARATION DISTANCES
From Private well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100'
❑ Yes
if No
Community Sewer Manhole/Cleanout > 100'
Q Yes
if No
ft
Q Yes
if No ft
Neighboring Tank > 100' 0 Yes
if No
ft
Private Sewer/Septic Line > 25'El Yes
if No ft
Absorption Field on Lot > 100' Q Yes
if No
ft
Holding Tank > 100' F/� Yes
if No ft
Neighboring Absorption Fields > 100'
ft
Water Main > 10'
Animal Containment > 50' 0 Yes
if No ft
❑✓ Yes
if No
ft
_
Water Service Line > 10'
❑ Yes
if No
ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' R Yes
if No
ft
0 Yes
if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10'
❑ Yes
if No
ft
Surface Water > 100'
❑ Yes if No
ft
Property Line > 5'
❑ Yes
if No
ft
Wells on Adjacent Lots:
Absorption Field > 5'
❑ Yes
if No
ft
Private Wells > 100'
❑ Yes if No
ft
Water Main > 10'
❑ Yes
if No
ft
Community Wells > 200'
❑ Yes if No
ft
Water Service Line > 10'
❑ Yes
if No
ft
If septic tank is under driveway comment below
From Absorption Field on Lot to: (Please enter distances
if
less than required)
Building Foundation > 10'
❑ Yes
if No
ft
If absorption field is under driveway comment below
Property Line > 10'
❑ Yes
if No
ft
Wells on Adjacent Lots:
Water Main > 10'
❑ Yes
if No
ft
Private Wells > 100'
❑ Yes if No
ft
Water Service Line > 10'
❑ Yes
if No
ft
Community Wells > 200'
❑ Yes if No
ft
Surface Water > 100'
❑ Yes
if No
ft
F. ENGINEER'S COMMENTS
At time of testing, well flow test shows the well can easily provide the daily flow rate.
G. ENGINEER'S CERTIFICATION
I 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.
COSA Checklist yellow sheet
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NEIL D. WAGGONER e
CE 14704 a°�'r
Tract A /� \
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Lot 36A
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Lot 1
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Lot 36B
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AS-BUILT
NOTE: TNtS DRAWING IS NOT TO BE MODIFIED FOR USE AS A PLOT PLAN.
Legal Description:
ordered By Kevin McDermott
Lot 36C,
US Survey 3044
Legend:
Septic Stondplpe 50 :.':."::AiPhall%>`: `•:::
Water Well o .: '�°^�•la :;:
Farce—X—x— i"i O.erhonq?j:;Sej_
Wood
SURVEY CERTIFICATION: LANTECN has conducted o physical survey of the
property as shown on this drowing and certtfles that the i provemenle
LZ
situated thereon are within the property lines and no encroachments exist
Other than noted.
LAND k CONSTRUCTION SURVEYORS—PLANNERS—ENGINEERS
EXCLUSIONARY NOTE., it Is the owneri responsibility to determine the
existence of any easements, co~onts, restrictions or right—ol—way
takings which do not appear on the recorded subdNislon plot. Under
440 West Benson Boulevard. Suite 200 Phone: 562-5291
Anchorage. Alaska 99503 Fax: 561-6626
no clrcumstonces should any data hereon be used for construction,
for establishing property lines, or for plot—plop purposes.
Piot: 2006-141 crld: 4814
Date: May 4, 2007 Drawn By. NRB
Work Order. 2007—L-052IM/Po: 682/71, 72
Scale:1"-40' lChockod By. APH
Tract A
9g ��
2
Lot 6C
20.482 JL
a' Lot 36A
PFG :-• • • : .
b i
`� � � I •'. may. 1'=
•Y ' _ L
J .
I Q9 $O' ••�.�
` Lot 36B
Lot 35'
Lot 36D
o � ti Q �•.
o.................................
7171
. � -..
.Michael LJoketa Ztri1�
Q�°' L5-7839 p /�
Sep 20 06 02:C2p Kevin McDermott
-- � , cam• ---a `r'��
(907) 703 -COGS p.-2
STATE OF ALASKA
DEPARTMENT OF \AIVRAL RESOURCES
DIVISION OF i%1ININC:, t AND & !WATER
'V%'AT£R WELL LOC
Drilling Started: %Q -3 2-095t<ompleted: 10,14.-'200-5
Cit. I3r+nwLh: Sutxli-, i.iun: 13LOi-K t.OT
rropc•t•n' cJ«,tcr game & Addresa: Allen Cornelison & Kevin Moder
P.O. Box 1148 Girdwood, AK 99587 i
I
Girdwood US Survey 3044�J36c
titcridian TowitshipRank ticction _ _ t/<or _ _t•V Or of
BOREHOLE DATA: (from T.O.C. ) Depth
Drilling method: (X ) Air rutar•. t ) Cable toot. Other
Material: Type. Color b, wetness. from T°
Wcll usw:: ( ) Public supply. 1 (X ) Domenic. Other
overburden
0
3
Depth oi'hole: x,28 ti. Cu>ing stickup: 2 ft
Casing trpt::,,,r. tee Thickness: 0,2m inches
Casing diameter: 6 inches Casing depth: _ 128 _ ft
t
1 grey sift & gravel
3
24
Liner type: Diameter: - inches Depth: - It
sand & gravel
24
53
Siatic water (from top of easing): _ I on 1Q°4:2X,5
Pumping level & yield: feet after hours at — gpin
Recovery rate: 30 _ spm. %tethod of testing: airlift
wet gravel &sand
53
55
th vctopmcnt meters!: airlift Duration: 1 hour
silty gravel w/ some H2O
55
58
Well intake opening type: (X) Open end. ( ) Open hole. Other
Screened: Start: ft. Stopper) li
i clay & rock
58
100
Screen type: Slot'mcsh size:
Perforated: Starr. `_ _ „ _ A. Stopped' tt
Stan: ` _ ti. Stopped: - ft
wet clay & rock
100
110
Note:
silty gravel w/ H2O
110
123
Grout r; -Pc: _betftonjte Volume
Depth: from f2. to 20 ft 1
- -
coarse gravel w/ H2O
123
128
Pump intake depth; ft
Pump size: , hp. Aranri narnc:
Was well disinfected upon complctitm? ( X)'!'cs, i ) No
Method ofdisinfeetion:... Cillorin..e ....................................................
tDriller
comments..'discizimcrs:............................................................
t
.........-................................................................................................
.............................................................................................................
Well driller name: -Johnny -Kay ....................................................
Company name: ... Rof y.DrillingJO.rr............................................. ;
Mailing nddrc%s:..�S O,AkUi2.Dr. .....................................
City: Anchorage_ State: A K 'Lip 99516
Phone nurnicr : 907 ) _ 345- _ 0593
Drillers signature-
Alaska mate law requires that a copy of this well tog be x^ni to the
EX-parimcnt ot'Nuntral Rcsourccs within 45 days: +:'very tttt
ucccntahle. (AIC>srpate.3li.US.U30.3:e.U5.03t.•11.Utr.U�U.
.54.1 i_U3t1 and AK rcgulatiwt,t i I AAC 9}.I.iQ).
D14R Division of Putting. Dull and %%atcr.
;tp 1fi 7th Avg nuc. Shite 1 Z)20
Anchorage. AK 9950 1-
Phutx ('lU7)^(,9.1<fal9 on . tax
Within the Citv of AqJ orage. i 1 ' equired that a copy of the well log be
sent to the appropriate city off ice within 60 days and that another copy of
the vett for be Ecnt to the well:propeny owner within 30 days.
Permit Numbcr: !pyygW�67
Dare of Issue: _SeR% 2g_;20Q5_
Parcel Identification Number.
Is well located at approved permit trwtilion'? ( )() Yes or ( )\o
August 7, 2019
MOA Onsite Water and Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
907-343-7904
RESTORATION
SCIENCE & ENGINEERING, LLC
911 W. 871 AVENUE, SUITE 100
ANCHORAGE, AK 99501
VOICE : 907-278-1023
FAX: 907-277-5718
EMAIL: NWAGGONER@RESTORSCI.COM
URL: WV'NN.RESTORSCLCOM
Subject: COSA Well Testing and Submittal - 1853 Alyeska Highway, Girdwood, AK —
MOA Parcel ID 075-064-53
Dear MOA Onsite Water and Wastewater Program,
Restoration Science & Engineering, LLC (RSE) is pleased to provide the following Certificate of
On-site Systems Approval (COSA) evaluation and submittals to meet Municipality of Anchorage
requirements for the onsite drinking water well located at 1853 Alyeska Highway in Girdwood,
Alaska. The property has a legal description of US Survey 3044 Lot 36C and MOA parcel ID 075-
064-53.
RSE engineer, Neil Waggoner, PE travelled to the site on July 29, 2019 and inspected the on-site
drinking water well, performed a water well adequacy (flow) test, and collected a water sample to
meet MOA COSA requirements.
RSE inspected the well casing stickup, sanitary seal, and wiring connection. At the time of
inspection, the lower casing ring of the well sanitary seal was cracked, and the conduit connection
to the sanitary seal had become disconnected. RSE subsequently recommended the owner hire
a licensed plumber or a well driller to replace the sanitary seal and repair the electrical wiring
conduit. As a result Aarow Well and Pump was replaced the sanitary seal, and repaired the
electrical wiring conduit connection, and sent photos of the repairs to RSE (see attached photos).
The casing stickup is approximately 32 inches above ground level, and the ground surface is
sloped away from the well. The initial well static water level was 23.88 feet below the top of casing
(TOC), and the well log shows that the total well depth is 128 feet.
RSE conducted a flow test of the drinking water well pumping a total of 510 gallons of water from
the well at approximately 9 gallons per minute for an hour. A sensus 5/8" PMM series NSF -
certified flow totalizer was connected to the pressure tank bypass line sample tap to allow for
collection of flow meter readings. Well drawdown stabilized at approximately 34 feet below top
of casing. The flow test indicates that the well can easily provide 600 gallons per day (based on
150 gallons per day/bedroom) for this four-bedroom house.
After conducting the well flow test, RSE collected a water sample from the well. The sample was
analyzed by SGS Environmental Services, Inc for coliform bacteria, total nitrate/nitrite-N, and
arsenic. Sample results were negative for Total Coliform and E. Coli, and not detected at the
laboratory detection limit for Total Nitrate/Nitrite-N and Arsenic.
1853 Alyeska Highway, Girdwood, AK August 2019
COSA Well Testing and Submittal
Please contact me via email or at 907-278-1023, extension 108, if you have any questions
regarding this COSA evaluation.
Best Regards,
Neil Waggoner, PE
Attachments:
COSA Checklist Blue Sheet
COSA Checklist Yellow Sheet
Property As -built
Well Log
SGS Environmental laboratory report 1194199
Site Inspection Photos
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NEIL D. WAGGONER : �¢
E 14704
RESTORATION
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