HomeMy WebLinkAboutDELUCIA LT 11Onsite File
Delucia
Lot 11
#051-141-35
Municipality of Anchorage
On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 1
ON -SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP201172 PID Number: 051-141-35
Dwelling: X Single Family (SF) D with ADU Fj Duplex (D) El Two Single Family Project: 1011 New D Upgrade
Name
Julia Koval
ABSORPTION FIELD
R Deep Trench F-1 Wide Trench X Bed Fj Mound
Site Address
19746 Ranch Rd, Chugiak, AK 99567
[1 Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
907-388-8617
14
0.7 GPD/SF1
5.5 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
5 Ft.
Gravel depth beneath pipe
0.5 Ft,
Subdivision Block Lot
Delucia 11
Fill added above original grade
0.1 Ft.
Gravel length
48 Ft.
Township Range Section
Gravel width
18 Ft.
Beds: Number of Lines
3
Distance between lines
6 Ft.
SEPARATION
DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number ;-f trenches
Dist. between trenches
From
Tank
Field
Tank
Line
1864 Ft2
Ft.
Well
100,+
100'+
25'+
TANK N Septic El S.T.E.P. ❑ Holding E] Other
Manufacturer Capacity
Greer 1250 Gal.
Surface Water
100,+
1001+
Material
Number of compartments
Lot Line
5'+
10'+
NA
POIY 12
Foundation
10'+
10'+
LIFT STATION
Manufacturer
Capacity
Remarks TH2 completed prior to construction.
Gal.
Alarm location
Electrical installed by
PIPE MATERIAL House to tank 3034 d Tank to 3034
rainfield
Installer
Homeowner
—
Drainfield 3034 CO/MT 3034
Inspector Crewdson Engineering LLC
BENCH MARK (Assumed elevation) 100 ft
Inspedates:ction 1s` 8-19-2020 2nd 8-26-2020
Location and description
3rd 8-29-20 4th 9-21-20
Bottom of siding at "BM" on record drawing.
ON -SITE WATER AND WASTEWATER SECTION APPROVAL
OF A4,1 ,j
Conditional Approval: Date
..........
a, Crewdson.-,t
Septic System
Approved Date
Q1 1527
/\,O
Note: this does include
FE SSO"�'
approval not well permit requirements.
(Kev ob/oz/ 18)
DRAINFIELD
BED WITH 2' SAND LINER
0.5'ED x 18'W x 48'L
SEPTIC TANK--
GREER POLY
1250 GAL.
_ US_ 15' MEA
100' WELL RAOIEASEMENT
TH29 ( r
TH1 Z
C2 ..- C3 I X'
M3�
D_ - - _ _. LU
Isi Ci d
MH 1 - - - _ _ -M4, w
5 I7
In
15' MEA .
EASEMENT
F.
B B - -f. - •-
DRIVEWAY
4 BR SFH
SWING TIES (feet)
A
B
FC
43.3
7.4
MH
64.2
40.2
S1
67.5
44.8
DC
76.6
48.9
C1
76.3
44.0
C2
83.7
55.6
C3
120.8
78.8
C4
118.5
75.2
C5
116.3
71.8
M1
75.9
41.9
M2
76.8
58.5
M3
117.9
76.3
M4
113.3
69.4
WELL PLAN
SCALE: 1 "=30'
BM BOS ELEV
ASSUMED EG 99.3' ELEV
ELEV 100' FG 99•5' EG 99.2'
FG 99.3'
MH S1 C# M#
PROFILE
INLET OUTLET K-
NOT TO SCALE
2 THICK
SAND FILTER
DRAINFIELD ELEV
SEPTIC TANK ELEV
INV 94.2'
TOT 95.3'
BOR 93.7'
INLET INV 94.7'
TH1 BOH ELEV 87.2'
OUTLET INV 94.5'
12' BGL,GWT: DRY
TH2 BOH ELEV 87.2'
12' BGL, GWT: DRY
Crewdson Engineering, LLC
Q!
Civil Engineering
Box 671389 Chugiak AK 99567 • celic.1 @ouU(
Ceil/Text:907-280-9493 • Fax:907-688-2295
Delucia, Lot 11
Well and Septic System Record Drawing
Plan and Profile
Prepared for: Julia Koval Date: 2-18-2026
Permit: OSP201172 Page: 1 of 1
ALL INFORMATION SHOWN ON THIS DOCUMENT IS THE PROPERTY OF CREWDSON ENGINEERING, LLC AND SHALL NOT BE USED FOR
ENGINEERING OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CREWDSON ENGINEERING, LLC
LEGEND
BM - bench mark
BOR - bottom of rock
BOS - bottom of siding
BR - bedroom
C# - cleanout
DC - double cleanout
ED - effective depth
EG - existing ground
ELEV - elevation
FC - foundation cleanout
FG - finish grade
IAW - in accordance with
INV - invert
MH - 24" 0 manhole
M# - monitor tube
S1 -septic tank riser
SFH - single family home
TOT - top of tank
- OF A4.4
.. ..............i
A. Crewdson
011527 c��s
I�,6\E`,�
Performed For:
Legal Description
Depth
(Feet)
1-
2-
3-
4- GW
5-
6-
7-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
COMMENTS
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Section
4700 Elmore St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.orq/onsite
(907) 343-7904
Soils Log - Percolation Test
Julia Koval Date Performed: 8-19-2020
Delucia, Lot 11 Township, Range, Section:
Slope Sitt-. Plan
TH2
w/Sand
L".162
WAS GROUND WATER
ENCOUNTERED? No
s
IF YES, AT WHAT DEPTH? L
Depth to Water After 0P
Monitoring? Dry E
Date: 8-26-2020
OF AZ1��j
""V .........
"q
' v y
............
A. Crewdson
Oil
OF
See Record Drawing
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
8-19-2020
5
gallons in
25 seconds
PERCOLATION RATE <I.0 (minuteslinch) PERC HOLE DIAMETER
TEST RUN BETWEEN 5 FT AND 6 FT
approximately 60% aravel/40% sand with near zero fines.
PERFORMED BY: Crewdson Engineering LLC I James Crewdson CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 8-19-2020
Certified Drilling Log
;400"ULLIVAN WATER WELLS
OWNER OFLAND: Julia Koval
ADDRESS: 19746 Ranch Rd, Chugiak
Bore Hole
Data
Depth
From
To
LEGAL DESCRIPTION De|uciaLot 1l
' -
DATE' 8-S�O
Casing Stickup
PERMIT NUMBER: OSP201172 DATE OpISSUE: 7-28'20
-------'2
TAX IDENTIFICATION NUMBER 05114136000
|swell located atapproved permit location: ��iP�1 YesE—1
Method K8ethodofDrilling: NairrotaryF—lcab|etoo|
Depth ofWell: 440'
[asin8Type: Steel Wall thickness 250 inches
�78
Diameter: G inches, depth 84 feet
-----
Liner type
40Silty
Sand Q'Grave|
Sand
42
51
Tight Silty Sand Q'Gravel e/Clay
51
78
Tight Silty Sand &Gravel
120
Bedrock Gray
/ Bedrock
'
Static Water Level: 134 feet
Recovery Rate 25 | | gpmn gph
Method ofTesting Air
Well Intake Opening Type: nopen end Mnpenho|e
Screened Start feet Stopped
[� --- ----
Perforations ��� feet Stopped
Grout Type: Bentonite Volume: SO|bs
Depth: from 3 feet, to 42 feet
320
380
Bedrock Green Hard
380
440Bedrock
Gray mfQuartz
Fl
VVeUDbinfectedUpon [ompJe��l_
Completion: V�|yc^ Ono
Method of Disinfection: Chlorine 50 PPM
Comments:
Drillers Name: Cole Sullivan
ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority.
K8unkjpa|kY of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation.
MUNICIPALITY OF ANCHORAGE
evelopment Services Department
On -Site Water & Wastewater Section Phone: 907-343-7904
Fax: 907-343-7997
Pump Installation Log
Well Drilling Permit Number:
Parcel Identification Number:
Legal Description Block
Pump Installation Date:
Date of Issue:
Lot Property Owner Name & Address:
Pump Intake Depth Below Top of Well Casing:" feet
Sump Manufacturer's Name: Z4
)Pump Model -
2_3
)ump Size: hp J�-1-3,17-7
'itless Adapter Burial Depth: _ feet
itless Adapter Manufacturer's Name:
itless Adapter Installer:
6-5 5-'
!ell Disinfected Upon Completion? 0 Yes 0 No
lethod of Disinfection:
Dmments:
imp Installer Name:
mpany:
r
riling Address: /01/e,-, e
State: Zip: _fy/ �,;
ention: The pump installer shall provide a PL1111p installation log to 011-site within 30 days of pump installation.
Z7
LOT 12LOT 13
LOT 20
LOT 18
LOT 10
RA
N
C
H
R
O
A
D
N0
0
°
0
4
'
0
0
"
W
1
8
9
.
4
0
'
N89° 59' 00"W 200.00'
S0
0
°
0
4
'
0
0
"
E
1
8
9
.
4
0
'
S89° 59' 00"E 200.00'
49.4'
11
.
0
'
12.0'
18
.
3
'
25
.
3
'
50.2'11
.
6
'
8.0'
54
.
9
5
'
5.0'
16.15'
LOT 11
37,897sq ft
EXIS
T
I
N
G
HOU
S
E
15' MEA
EASEMENT
15' MEA
EASEMENT
15
'
M
E
A
EA
S
E
M
E
N
T
Lot 11,
Delucia Subdivision
As-Built
Land Surveying
Land Development Consultants
Subdivision Specialists
Construction Surveying
AEC# 173042
S4
Group
124 E 7th Avenue
Anchorage, Alaska 99501
(907) 306-8104
mail@S4AK.com
7/10/2025
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-./Iwww.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP201172
Work Type: WeilSeptic Initial
Tax Code Number: 05114135000
Site Legal Address: DELUCIA LT 11 G1259
Site Mailing Address
Owner: KOVAL, JULIA
19746 RANCH RD, Chugiak
Design Engineer: CREWDSON ENGINEERING, LLC
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
7/28/2020
7/28/2021
37897
❑,r Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q 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 Disposai 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) 343-7944 (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: The entire drainfield is not within the 30 ft radius of a test hole. An additional percolation
test is required prior to construction or [he arainnelp (ln the location shown on the site plan). If results require a
design change, construction shall stop pending review and approval of a change order. Please submit results
with the inspection report for change order; if required).
Received By: Zkl Date:
J�
Issued By: �'i i. Date: �20,20
4
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201172, Rebecca Carroll, 07/28/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201172, Rebecca Carroll, 07/28/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201172, Rebecca Carroll, 07/28/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201172, Rebecca Carroll, 07/28/20
MATANUSKA ELECTRIC ASSOCIATION, INC.
LETTER OF NON-OBJECTION
July 21, 2020
Julia Koval
c/o James Crewdson
19746 Ranch Road
Chugiak, Alaska 99567
Re: 19746 Ranch Road, Chugiak; Lot 11, Delucia Subdivision, Plat P-684
Dear Ms. Koval,
MEA has no objection to the encroachment of a septic pipe crossing of a thirty feet wide MEA easement, as
shown on the attached drawing dated April 17, 2020, provided that the depth of bury of the septic line
crossing is a minimum of five Feet (5 fil and covered with a blue Foam board (or Future detection,
and subject to the following conditions:
1. The improvement will in no way restrict or limit the current or future ability of MEA to fully enjoy the
benefits of the easement for any and all utility purposes that it presently enjoys under the easement.
2. MEA will be held harmless by the landowner from liability for any and all damages or injury to any
person or property that may result from the existing and future use of the easement by MEA, its
contractors, or assigns.
3. MEA will be held harmless by the landowner for any and all liability arising out of or relating to any use
of the easement by others under a Letter of Non-Objection.
4. The landowner will be liable for any damages caused to MEA facilities by the improvement in the
easement.
5. The landowner will be responsible for any special construction costs incurred by MEA due to the
improvement in the easement.
6. The landowner will assure compliance with all applicable safety codes relating to the improvement in
the easement.
7. Use of this letter by the landowner, their successors or assigns will constitute acceptance of these
conditions.
8. Alteration of these conditions shall invalidate this letter.
9. This letter is not effective unless it is recorded in the Anchorage Recording District before ownership of
the referenced property is changed from the above-named landowner.
Sincerely,
Manny
Land Services nager
ST ATE OF ALASKA)SS-
THIS IS TO CERTIFY that on this 21 "'t day of July 2020 before me, the undersigned, a Notary Public in and
for the State of Alaska, duly commissioned and sworn as such, personally appeared Manny Lopez, SR/WA,
MEA Land Service Manager Known to me and to me known to be the individual(s) named in and who
executed the Foregoing instrument and acknowledged to me that he/she/they signed and sealed the same
as a voluntary act and deed for the uses and purposes therein mentioned.
IN WITNESS WHEREOF, I
SEAL
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Civil & Environmental Engineering
POBoxfs7l389ChuglakAK99567 * cella.l@tiullmm
CeHffe+d: 907-2aW93 * Pm: 907-688-2295
SEPTIC SYSTEM DESIGN
PLAN
Preparedfor: '
Jul'ia Koval Date: 6-12-202(ja
Permit: OSP201172 Page: I o'2
€ WOnoN 6HOm o+i nils oocuworrlsTlit ppopmTi'(l?l.R!Tha6)1 siaiha, aa ain fflkliiar BE us!O m
ENGIN!ERIN(l Otl (lCalFTlluaTla)l PURI<a9 WTllaUTqlTTE'l atllSSON FROM ORejA)51fflNalNEERINl& ll0
4'@.1-"""4-t9(.-'b-' * off/*; , :*
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: James A, Crewdson -'
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