HomeMy WebLinkAboutEND OF THE ROAD LT 2AOnsite File
End of the
Road
Lot 2A
#041-033-30
RM,
Municipality of AnchorageAUNIV
'
On -Site Water and Wastewater Section • (907) 343-7904 f e gof,3
ON-SITE WASTEWATER INSPECTION REPORT✓44
Permit Number: OSP211026 PID Number: 041-033-30 Z�Z�
Dwelling: 9 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: A New ❑ Upgrade
Name
Chester L Chiara Jr.
ABSORPTION FIELD
❑ Deep Trench *1 Wide Trench El Bed El Mound
Site Address
10475 BlackwOlf Cir
❑ Other
P
Phone
hone2-8730
Number of Bedrooms
4
Soil Rating
Total depth from original grade
1.2 GPD/SF
6.7 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
2.7 Ft.
Gravel depth beneath pipe
4.0 Ft.
Subdivision Block Lot
End of the Road 2A
Fill added above original grade
1.6
Gravel length
50
Township Range Section
Ft.
Ft.
Gravel width
5.0 Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Tank
Absorption
Field
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Line
500 Ftz
Ft.
Well
>100'
>100'
N/A
N/A
>25
TANK p Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Greer
Capacity
1500 Gal.
Surface Water
>100'
>1 00'
N/A
N/A
Material
Plastic
Number of compartments
2
Lot Line
>5'
>10'
N/A
N/A
NA
Foundation
>10'
> 1 0'
N/A I
N/A
LIFT STATION
cturer
Capacity
Remarks Insulation placed over tank
7"Gal.
Alarm location
I installed by
Installer
PIPE MATERIAL House to tank D3034 drainfield Tank to
D3034
Quam Technologies
Drainfield D3034 CO/MTD3034
Inspector J. Millette / L. Tidwell
BENCH MARK (Assumed elevation) 100 ft
Inspectes:tion 15 7/26/21 2�d 10/8/21
Location and description
3`d 4m
Bottom of siding @ point 'A'
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
OF,�,®l
ACq��
Conditional Approval: Date
•
dWQ'�. • • " ,ft 0t
49
rj
Septic Sys
Approved 1 . �"`- '— Date Z
% BenjarfiLwSchiller
¢�����'sl ' • . CE 12592 , . • •���`�o�/
i8/22
llkF.pROFESSOW �®
Note: this approval does not include well permit requirements.
io..., ncinni� ol
\®
pipk�"`—G[
C)
c1r)
A
C,e)
C)
C)
W
-31NOH
V%Cle-t, 0 x
f- W
O cy 0'
0 W �-
U) w
-U-
C)--
> --w--,
> Q-
-J .1 U) W
< W --
U) LL,
z <
cli C) w QZ ---
t—
LO
-�
0=
Chd:
w D
0 w
M
�>
LL
(D
l`
<
LU LU
(B z
CO
0
Z_
w <
-r
m
:z
< LU
(-)
(D
L� 0 CD
2: Z LU
w
z z
U-.)
LLQ < LLI E W
w _j
C) -j >
00
C:�
0 —1 0
z rn z 00 C)
Wim._-
Q
LU 0 0 z
0 U)
<
6
-w
Z:
LL. j ui w
C) LL :2 co
z _3
w w
LU
CD
8 00
o �-
0 > m
LLo LL. 77- 2i W
W
-31NOH
V%Cle-t, 0 x
f- W
O cy 0'
0 W �-
U) w
-U-
C)--
> --w--,
> Q-
-J .1 U) W
< W --
U) LL,
z <
cli C) w QZ ---
t—
LO
-�
00
Chd:
M
0)
M
6
cy)
l`
CV
CO
CO
CY)
m
m
cy)
C.0
U-.)
—
00
C:�
LC5
6
a;
6
F-
�:pj�,
U'3
a
0
m
>
0
o
U
0
0
0
2i
CN
CIJ
CN
-----C)- = 2i I-- (D ---
C) 00-
cli
o� W� w
—z --'f
w
ry
U- LL
0
N
C)
w w
cli > Lo
0
C*4�
0 z
THI;3 z W
C)
cli 0
;t M
LO
wwwD C:>
0 Of U)
x
w w
> z
F- X. 0 -
C
W 0-
w Z LL Cjf
I. - 0 w 0
-----
w LO
clj�?
F-CIJ
cD
CIJ
C,4
a)
CO Lo
cli
LU
M, 'o
'aw
ow
END OF THE ROAD SUB, LOT 2A
PERMIT # OSP211026 -D # 041-033-30
INSULATION
O
Ove 57.9 FINISH GRADE 56.3 ORIGINAL GRADE N
53.6 _ 53.6
DRAINFIEID ROCK
49.6 49.6
50'
GROUNDWATER @ 44.8 ON 10/8/21
�- 38.3
~ SILT LAYER NOTED ON TH#3 LOG WAS NOT
exc�xeeaixc
ENCOUNTERED DURING CONSTRUCTION
PROFILE AS -BUILT
(NO SCALE)
NAR®lk�i i
a .s91
•• • • ..
i _ �.----, .
A ' Benja ' Schiller '
IAAF%Tcc • . aE arz 292 •'�C����i�
`t�!®OFESSIONP��o
SOILS LOG AND PERCOLATION TEST
E N G I N E E R I N G
LEGAL DESCRIPTION: END OF ROAD SUB L2A
PERFORMED FOR: CHESTER L CHIARA JR.
DATE: 7/15/21 PROJECT No.:
PARCEL ID#: 041-033-30 TECHNICIAN: J. MILLETTE
DEPTH TEST HOLE 3
(feet)
2
3 a'
4
5
6 °-
7'
8
4
9
10
12-
13-
14-
15
21314 15
16
17
18
19 M
BOH
COMMENTS:
SLOPE
OG
GW ( LOOSE WELL GRADED
GRAVEL)
SM (SILT LENSE)
WAS GROUNDWATER ENCOUNTERED? YES
IF YES @ WHAT DEPTH? 18' L
DEPTH TO WATER AFTER MONITORING: 11.5' 0
DATE OF MONITORING: 10/8/21 P
GW ( LOOSE WELL GRADED
GRAVEL)
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH To
WATER
NET DROP
INCHES)
(INCHES)
7/15/21
1
10
316/816
516
2
10
316/7 0
411
3
10
310/6�s
3-s
4
10
316/66
316
5
10
31°-6/616
316
6
10
3116 16
316
PERCOLATION RATE: 2.9 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 7 FT. and 8 FT.
Certified Drilling Log
DOC CO dba
BILL 8. COLE
ULLIVAN WATER WELLS
ef—P.O. Box 670269, Chugiak, AK 99567 688-2759
OWNER OF LAND: Chet Chiara
ADDRESS:
LEGAL DESCRIPTION End of the Road Lot 2A
DATE: 7-9-21
PERMIT NUMBER: OSP211206 DATE OF ISSUE: 7-6-21
TAX IDENTIFICATION NUMBER 04103330000
Is well located at approved permit location: ®Yes ❑No
Method of Drilling: ®air rotary ❑cable tool
Depth of Well: 280
Casing Type: Steel Wall thickness .250 inches
Diameter: 6 inches, depth 28 feet
Liner type 260' of 4.5" PVC
Static Water Level: 40 feet
Recovery Rate 6 ® gpm ❑ gph
Method of Testing Air
Well Intake Opening Type: ❑ open end ❑open hole
❑ Screened Start feet Stopped
❑ Perforations Start feet Stopped
Grout Type: Bentonite Volume: 200 lbs
Depth: from 2 feet, to 42 feet
Well Disinfected Upon Completion: ®yes ❑ no
Method of Disinfection: Chlorine 50 PPM
Comments:
Shallow Bedrock Surface Casing per MOA Code.
Bore Hole Data
Depth
From To
0 2
2 12
12 52
52 120
120 132
132 190
190 280
Casing Stickup
Blasted Bedrock
Bedrock Gray Hard
Bedrock Gray
Bedrock Gray w/ Quartz
Bedrock Gray Fractures
Bedrock Gray
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.
Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation.
Matsu Borough: Department of Environmental Conservation.
DOC CO dba
BILL & GOLE
ULLIVAN WATER WELLS
P.O. Box 670269, Chugiak, AK 99567 688-2759
www.suilivanwaterwells.com
Pump Installation L®g
Well Drilling Permit Number: SW OSP211206 Date of Issue 7-6-21
Parcel Identification Number: 04103330000
Legal Description
End of the Road Lot 2A
11 Pump Installation Date: 3-11-22
Pump Intake Depth Below Top of Well Casing: 270
Pump manufacturer's Name: F&W
11 Pump Model: TVS1510LT
') Pump Size: 1.5
11 Pitless Adapter Burial Depth: 10
Pitless Adapter Installer: Quam Technologies
Disinfected Upon Completion? ® yes ❑ no
Method of Disinfection: Chlorine 50 PPM
11 Comments: Pitless Manufacturer: Martinson
11 Pump Installers Name: Sullivan Water Wells
Property Owner Name & Address
Chet Chiara
feet
E
feet
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
HOUSE DETAIL
Scale: 1 "=30'
FOU
N 09'45'11 "W
21.04'
1
A 0
Lot 4
i
TOTE: WELL, SEPTIC & FOUNDATION ONLY.
R=50.00' PLOT PLAN AS BUILT _X_ SCALE _ 1 100_ GRID _ SW 2143 Project No. ____ 22=2? 11A1 ____
11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Lot 3 Lang
� Associates, @S, inc. 522-6476 Phone
592-4625 Fax
Professional Land Surveyors ors enolansurvey.com
o��Q.O FvoAoo0
�4
jonothan0langsurvey.com
I hereby certify that I have surveyed the following described property:
LOT 2A, END OF THE ROAD SUBDIVISION (PLAT No. 2019-73)
Anchorage Recording District, Alaska, and that the improvements situated thereon are
within the property lines and do not encroach onto the property adjacent thereto, that
no improvements on the property lying adjacent thereto encroach on the surveyed
premises and that there are no roadways, transmission lines or other visible
easements on said property except as indicated hereon.
Dated this the 2�1_ Day of ? zG'J , 22 Z at Anchorage, Alaska
It is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdivision plat.
49TH y*(
''A� KENNETH G. LAN o
.4-�Z`Z�rL Q`
4p��F s- 20?. ' C3 4:z;'
o A .
�4n,°�FSSIONAL `_Aa
AECC963
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 Water & Wastewater System Permit
Permit Number: OSP211206
Work Type: WellSeptic Initial
Tax Code Number: 04103330000
Site Legal Address: END OF THE ROAD LT 2A G:2143
Site Mailing Address: 10475 BLACKWOLF CIR, Anchorage
Owner: CHIARA CHESTER L JR
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
Effective Date
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
`2irent �'
0
Department
7/6/2021
7/6/2022
224720
Q Private Well ❑ Water Storage
4
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: A test hole is required prior to construction of the absorption field, in location shown on site
plan. Test hole shall confirm minimum separation to impermeables and seasonal high groundwater, as well as
confirm percolation rate. Construction may proceed at your own risk prior to the 7 -day groundwater reading. If
results require a design change, construction shall stop pending Onsite review and approval of a change order.
Please submit results with inspection report (or change order, if required).
W I . 'br 4.D , stn -i to CA,— i o V� C�Q� &ae_4 0V\ -i e S�"
SeeC-1 �Ucuv�s,av� re�a,.rd�� bda.� Gl.� read�� S-F;ll aQPl;es,
k�e cN�*3. �- J
_ -mac P7111120z1
G0 -2X2.; chang+ak cly J4, to be 7, r lc� ✓vid�ec�
--owoLrAt) Ae- NOA. /t�� Se Grafi►on �Jfon¢f �t�ne -to b2 MGiI���At'vteG+l,
Subm;f 7-doy G(,v
Received By: Date:
Issued By: iliC�` ff Date:
h,111111 111111111IN I!'
FTeTM
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
N -5�.e
Phone: 907-343-7904
Fax: 907-343-7997
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 041-033-30
Property owner(s) Chester L Chiara Jr.
Mailing address 1853 Barlett Dr, Anchorage, AK 99507
Site address NHN Black Wolf Cir
Day phone 632-8730
Legal description (Sub'd., Block & Lot) End of the Road Sub, Lot 2A
Legal description (Township, Range & Section)
Lot Size 224,720 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(M all that apply)
Absorption Field
❑X
Initial ❑X
Single Family (SF)
❑X
(w/wo AD U)
Septic Tank
MUpgrade
❑
Duplex
❑
(D)
Holding Tank
ElRenewal
ElMultiple
Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
❑X
Water Storage
❑
THIS APPLICATION
INCLUDES
A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: it g a 0 Waiver Fees:
Date of Payment: ti Zgh-1
Receipt Number: 0y'�8 Z D
Permit No. 05P,21190%
Permit App_::- : .-.,:c
Date of Payment:
Receipt Number:
Waiver No.
June 7, 2021
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
6/7/21
Subject: End of the Road Sub, L2A – Black Wolf Circle
Septic system design
Dear On-Site Services Engineer:
The owner of the above lot intends to build a 4-bedroom home on the property, so we are
submitting this permit application for the construction of a new well and septic system. The
attached site plan identifies the location of the home as well as the proposed well, septic location
and alternate site. We intend to conduct another test hole and percolation test prior to construction
for the proposed septic site. Existing subdivision test holes were used for this design. Groundwater
was measured at 10’ in test hole #1 and test hole #2 was found to be dry on 5/27/21. No conflicts
exist between this proposed system and any other well or septic system, whether on this lot or
adjacent lots.
The ground surface lot slopes between 30-40% westwardly but has a terraced, flatter area where
we are proposing the septic system to be located. There are no slopes greater than 46% within 100
feet downslope of either the primary or alternate site. The current design meets all MOA slope
requirements. Contours are shown on the site plan showing the grade and direction of flow.
Stormwater drainage will not impact this septic system. The new trench will be constructed parallel
to the slope as much as possible.
Wells on this and adjacent lots are shown. The new system will be a minimum of 100’ from all
wells and surface water, and more than 10’ away from the homes foundation.
Please refer to the attached test hole logs, plan and profile pages for the septic design. If this design
is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Benjamin Schiller, PE
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211206, Rebecca Carroll, 07/06/21
CHUGACH STAM
.. PARK �-
0 �zLLI
�
O J > W
-}� - - I W Z LIJ I-
uj
3000 m Z O H -
- �
w
_ X08
W Q � p Z Z W W
U)
✓ — z CJ.) li � p I—
r O O
04 W p000_>_
LL u-
f,.
ol
LL
LLI
n.
�F�l
-- - _ -
z
M
f
Q
.1 W v)
O w .> 5b�� .__ l •.1. < tz
w� 0w O
�_. .
Z-2w c=i)
z
N _
W ___. LLI0 E5 w
w z G LLo
�J Qtl 1\ LLIOfI—
v J
_W Q a W
O-iEff. �, } O
EL
J
Cl• W W „�� c/) C4 �
Q O cn 1 i ti U Q d
O c�
CL =L i W Z
O (A J F-
O o
L' W
coF
H
O W
W %v ow
w o
Lu
O I- U) CD
❑ _. z� zC/j
�.
H W D
- = z W
-„ �--
� W
z of � � W
\ w< Q W ry z
l •� . _. o F- U u
r
w I- ti v Cn w I- W
f C11 z �� L.7 i %' z
w W W F- J
V'
wYO_._ Ip = J w
o3 � Z Z
• w
W ^•i
r) • � �' � s
Aw
U �
w
0
a. 0
CD
xld
ui
U)
z < <
<U)'
< C)LU
C) < w
CD0 <
LL- w
CL a_ � :!7>
w _C�-M—D LU
0 U)CO oj�
0
LL ZD
0
LU
< Nm ui
F-- a_
LU
0
cm
LO --D C/)
U)
C) <
0
LLJ
w <
0 1 0 <
0— LU U)
0 z C/)
0 w 'i
CL W
-TH#34 < z 0 2i
7t D W
U) Z Lu (D
cn
LU W LLJ
LL
0
>Z - z
LO o w CD W
U)
X
F/5 0LU U -
_j 0
w U) W
b
-Z<
w
w of
w < w
CD
It U)
A
LU
a- CL
0 w
U)
w
01 0
CIJ
Z=>
Lc . )o
0 Lu
z >
<
LU
O * LU
f
ry,
< UJ
LU
0 (D I—
E LU
LLI Uj LLJ
LLJ < > >
0 _j 0
0 0 0
=D
Lu 000 Z z CL co
wc)
—1 0 LL _j < 0 LLJ LL,
0 , , LL.
w
(.D
LLJ
o
>
C) CIA LL U- :E cf)
w
0
a. 0
CD
xld
ui
U)
z < <
<U)'
< C)LU
C) < w
CD0 <
LL- w
CL a_ � :!7>
w _C�-M—D LU
0 U)CO oj�
0
LL ZD
0
LU
< Nm ui
F-- a_
LU
0
cm
LO --D C/)
U)
C) <
0
LLJ
w <
0 1 0 <
0— LU U)
0 z C/)
0 w 'i
CL W
-TH#34 < z 0 2i
7t D W
U) Z Lu (D
cn
LU W LLJ
LL
0
>Z - z
LO o w CD W
U)
X
F/5 0LU U -
_j 0
w U) W
b
-Z<
w
w of
w < w
CD
It U)
A
LU
a- CL
0 w
U)
w
01 0
CIJ
Z=>
Lc . )o
END OF ROAD SUB, LOT C).
DESIGN FACTORS:
600 GPD PEAK FLOW
PERK RATE: 2.9 MIN/IN
APPLICATION RATE: 1.2 GPD/SF
SYSTEM REQUIREMENTS:
5 -WIDE TRENCH SYSTEM
1500 -GAL SEPTIC TANK w/ 20" MANWAY
600 GPD / 1.2 GPD/SF /5' WIDE * 0.5 RED FACTOR = 50 LF TRENCH REQUIRED (50 LF SPECIFIED)
BOTTOM OF TRENCH: 11' BELOW GRADE
FLOW LINE ELEVATION: 7' BELOW GRADE
TOP OF TRENCH: 6" ABOVE GRADE
F � I
4" PERFORATED PVC
(HOLES DOWN)
DRAINFIELD ROCK
TYPICAL TRENCH SECTION
(NO SCALE)
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2'
WITH 2" OF INSULATION
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
ENGINEERING`.
.. ' .. • Schiller Benja 'n ..........
. • . .
CE 12592 ..&�
��®a� PROfESS10NA�'.o
DEPTH
(feet)
1 -
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20 -
SOILS LOG AND PERCOLATION TEST
E N G I N E E R I N G
LEGAL DESCRIPTION: END OF ROAD SUB L2A
PERFORMEDFOR: CHESTER L CHIARA JR.
DATE: 7/15/21 PROJECT No.:
PARCELID#: 041-033-30 TECHNICIAN: J. MILLETTE
TEST HOLE 31
OG
GW ( LOOSE WELL GRADED
GRAVEL)
SM (SILT LENSE)
COMMENTS:
DATE
BOH
WAS GROUNDWATER ENCOUNTERED?
Yt=S
NET TIME
(MINUTES)
DEPTH To
WATER
(INCHES)
IF YES a WHAT DEPTH?
13'
1
DEPTH TO WATER AFTER MONITORING:
-
316/$16
511
DATE OF MONITORING:
- P
10
311/711
416
E
10
311/616
316
au
GW ( LOOSE WELL GRADED
316/616
316
5
GRAVEL)
311/616
316
6
10
COMMENTS:
DATE
BOH
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH To
WATER
(INCHES)
NET DROP
(INCHES)
7/15/21
1
10
316/$16
511
2
10
311/711
416
3
10
311/616
316
410
316/616
316
5
10
311/616
316
6
10
311/616
316
PERCOLATION RATE: 2.9 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 7 FT. and 8 FT.
APPENDIX A ALLC 112279
Municipality of Anchorage '�+�q��i1�
Development Services Department �''-`�
•
On-Site Water and Wastewater Section /� _� �/+�
• f * 4700 Elmore St. 004:49 , / *��
k i P.O.Box 196650 Anchorage,AK 99519-6650 4///i
www.muni.org/onsite
(907)343-7904 10j .
r ;
011827'
Soils Log - Percolation Test
Performed For: DHI Consulting Engineers Date Performed: 5/21/2019
Legal Description: End Of Road SID S-12460 Township.Range,Section:
Slope Site Plan
TH1
Depth
(Feet)
1-
S E SU tVe`y/gN&,
2- 0G 1ZA\�,l=Irl GS
3- -
4- _PERC
5-
6-
7- GW
8-
WAS GROUND WATER
9- ENCOUNTERED?
10- . �ilkelpLlTf IF YES,AT WHAT DEPTH? � 1
?0 .ca&Psi wA io
Depth to Water After /61 » P
11- Monitoring? J
12 - BOA Date -SP
13-
14- Reading Date Gross Time Net Time Depth to Water Net Drop
15- S/ ( la 3O SecoIn di
16- t
17- t
18-
19-
20-
PERCOLATION RATE .x�Q (minutes/inch) PERC HOLE DIAMETER 6`t
TEST RUN BETWEEN q FT AND FT
COMMENTS
PERFORMED 8Y: Crewdson Engineering LLC ( --"C-
044/V1os Cr?,LAT LKERTIFY THAT THIS TE T WrS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: S 43 I/ig
This soils log is for DHI Consulting Engineers express use only. All other users
shall obtain written permission from Crewdson Engineering LLC.
ALLC 112279
Municipality of Anchorage
Development Services Department ,��+
On-Site Water and Wastewater Section . ,.
f * 4700 Elmore St.
P.O.Box 196650 Anchorage,AK 99519-6650 mr/
www.muni.orq/onsite
(907)343-7904 A ( 0e
C11627
Soils Log - Percolation Test 1>, '`
Performed For: DHI Consulting Engineers Date Performed: 5/21/2019
Legal Descnption: End Of Road S/D S-12460 Township,Range,Section:
Slope Site Plan
Depth
(Feet)
1- CG
2 SEE SuRVEV/EtIG.
3- D RA WZt1 Grs
¢ PERC
5-
6-
7-
8-
WAS GROUND WATER Y
9- 6A44) ENCOUNTERED?
10- IF YES,AT WHAT DEPTH?
Depth to Water After
tt��((I
11- Monitoring? t`1
12- Date:S/d}31 i q
13- Gt20VN.D1JA7cR
t sEkp
14- Reading Date Gross Time Net Time Depth to Water Net Drop
15- fay ,q SUseco►�,ds 6„
1. Ekmi
ti
17- i( it
18-
19-
20-
PERCOLATION
&19-
20-
PERCOLATION RATE <1,0 (minutes/inch) PERC HOLE DIAMETER 6!I
TEST RUN BETWEEN L FT AND FT
COMMENTS
PERFORMED BY: Crewdson Engineering LLC I .310.m Q,!` Lea W tc L\ CERTIFY THAT THIS TESD W
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: •/'/-
This soils log is for DHI Consulting Engineers express use only. All other users
shall obtain written permission from Crewdson Engineering LLC.
Certified Drilling Log
OWNER OF LAND: Chet Chiara
ADDRESS:
LEGAL DESCRIPTION End of the Road Lot 2A
DATE: 7-9-21
PERMIT NUMBER: OSP211206 DATE OF ISSUE: 7-6-21
TAX IDENTIFICATION NUMBER 04103330000
Is well located at approved permit location: Yes No
Method of Drilling: air rotary cable tool
Depth of Well: 280
Casing Type: Steel Wall thickness .250 inches
Diameter: 6 inches, depth 28 feet
Liner type 260’ of 4.5” PVC
Static Water Level: 40 feet
Recovery Rate 6 gpm gph
Method of Testing Air
Well Intake Opening Type: open end open hole
Screened Start feet Stopped
Perforations Start feet Stopped
Grout Type: Bentonite Volume: 200 lbs
Depth: from 2 feet, to 42 feet
Well Disinfected Upon Completion: yes no
Method of Disinfection: Chlorine 50 PPM
Comments:
Shallow Bedrock Surface Casing per MOA Code.
Bore Hole Data
Depth
From To
0 2 Casing Stickup
2 12 Blasted Bedrock
12 52 Bedrock Gray Hard
52 120 Bedrock Gray
120 132 Bedrock Gray w/ Quartz
132 190 Bedrock Gray Fractures
190 280 Bedrock Gray
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.
Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation.
MatSu Borough: Department of Environmental Conservation.
www.sullivanwaterwells.com
Pump Installation Log
Well Drilling Permit Number: SW OSP211206 Date of Issue 7-6-21
Parcel Identification Number: 04103330000
Legal Description Property Owner Name & Address
End of the Road Lot 2A Chet Chiara
Pump Installation Date:
3-11-22
Pump Intake Depth Below Top of Well Casing:
270 feet
Pump manufacturer’s Name:
F&W
Pump Model:
TVS1510LT
Pump Size:
1.5 hp
Pitless Adapter Burial Depth:
10 feet
Pitless Adapter Installer:
Quam Technologies
Disinfected Upon Completion?
yes no
Method of Disinfection:
Chlorine 50 PPM
Comments:
Pitless Manufacturer: Martinson
Pump Installers Name:
Sullivan Water Wells
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
HOUSE DETAIL
Scale: 1"=30'
L=36.14'
N 09'45'11 "W\ \ R=50.00'
21.04' � /
Tract B Y
0 20 50 100 200
SCALE: 1"=100'
i
V
s 8014 �CIRcLE
NOL_F
I
Lot 4 I
i
Lot 5
Lot 1
I 742530"E 5631J
Lot 4 I I N
II
SEPTIC
PIPES
/ 10' T&E EASEMENTS
N
M Lot 2A
W / 224,720 S.F.
h
Ov
h
2 /
/ oR�veWP`
5A0 OZ
R=200.24'
L=60.08'
R=50.00'
Lot 3
/5 'v Lot 28
\ 20' C.E.A. EASEMENT
EASEMENT
V)
O
O
O
0i
A
M
J
D7
EJ x�
wo
100' PROTECTIVES I
WELL RADIUS y
I
RETAINING WALL
9) WELL /
aI
O
5 88'41'00"W 159.98' /
I
PLOT PLAN AS BUILT —X SCALE 1"= 100_ GRID SW 2143 _ Project No. ___22=21_1/ L_
11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Lang & Associates inc. (907) 522-6476 Phone p000p
(907) 522-4625 Fax oo�o F Ate/ X44
Professional Land Surveyors kenOlangsurvey.com o !� •. <9 Q
jonothanOlongsurvey.com �d .• S �O
I hereby certify that I have surveyed the following described property:
LOT 2A, END OF THE ROAD SUBDIVISION (PLAT No. 2019-73)
Anchorage Recording District, Alaska, and that the improvements situated thereon are
within the property lines and do not encroach onto the property adjacent thereto, that
no improvements on the property lying adjacent thereto encroach on the surveyed
premises and that there are no roadways transmission lines or other visible
easements on said property except as indicated hereon.
Dated this the _ ?t __ Day of -i +_ <, ? _I at Anchorage, Alaska
It is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdivision plat.
49TH y*I
m
A N G G
o r
L
�p444oAQ-520 �
iZ' ESSIONA _%t"�
AECC963