HomeMy WebLinkAboutBROADWATER HEIGHTS BLK 3 LT 24x
Municipality of Anchorage
On-Site Water and Wastewater Program • (907) 343-7904. Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP181384 PID Number: 050-081-76
Dwelling: ❑■ Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑Q New ❑ Upgrade
Name:
Seth & Erica Deam
ABSORPTION FIELD
❑ Deep Trench Q Shallow Trench El Bed E] Mound
Address
12327 Broadwater Drive, Eagle River, AK 99577
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
(240) 477-2830
4
5.0 GPD/SF
1.2 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
0.7 Ft.
Gravel depth beneath pipe
0.5 Ft.
Subdivision Block Lot
Broadwater Heights 3 24
Fill added above original grade
3.3 Ft.
Gravel length
28 Ft.
Township Range Section
Gravel width
5 Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
140 FtZ
1
Ft.
Well
>50'
>50'
N/A
N/A
>25'
TANK ❑ Septic ❑ S.T.E.P. ❑ Holding 0 Other
Manufacturer
Orenco / Advantex (FAP)
Capacity
11500 Gal.
Surface Water
>100'
>100'
N/A
N/A
Material
Number of compartments
Lot Line
>5'
0'*
N/A
N/A
Fiberglass
2
NA
Foundation
>10'
>10'
N/A
N/A
LIFT STATION
Manufacturer
Capacity
Curtain Drain
None
Noted
Gal.
Remarks 3 trench cover has max fill slope of 3:1.
Pump on level at
in.
Pump off level at
in.
High water alarm at
in.
2.5' of added fill on north end of trench is 2:1.
Slope is seeded. *See Lot Line Waiver.
Pump make and model
Electrical Inspections performed by
PIPE MATERIAL House to tank D3034 Tank to
drainfield D3034
Installer
Northern Excavation
Drainfield D3034 CO/MT
Inspector J. Mlllette
BENCH MARK (Assumed elevation) 100 ft
Inspection 151 5/l/19 5/1/19
Location and description
2nd
da:3`d 5/1/19 4'h
Bottom of siding.
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engineer's Stamp
�� OF q�� ,�#
Conditional Approval: Date
m
�+�; P,..°•' °`°°•••eee 0�
4P �,•°' '•,' q
- 49th
�.-gai�� amaimmm uaa aamaa�amv uma mmSmanm�
o aummeaeseaaonmenassusuneuume+onnmua�
MICHAEL E. ANDERSON
X44 f ('o• N o. CE-4381 ,
�' ,Ga (,Cl� •e••ej• 10/8/19 °•s^°' �`�0
Approved Date
�Q
4 %F _
inspection rceport_yJ i-it.aoc
P.O. Box 196650 0 4700 Elmore Road
Anchorage, Alaska 99519-6650 0 (907) 343-7904 ! Fax (907) 343-7997
http://www.muni.org/Onsite
Development a ices Department
On -Site Water and Wastewater Section
x x x x VARIANCE/WAIVER REVIEW x x x x
Waiver#: OSV191088 COSA#: Permit#:OSP181384
PID#: 050-081-76
Legal Description: Broadwater Heights Block 3 Lot 24
Engineer: Forge Enqineerinq
Applicant: Seth & Erica Deam
Your request for a waiver of the required 10 feet horizontal separation from the absorption field
to the property line has been approved. The approved separation distance is 0.0 feet. See
engineer's waiver request for justifications. In addition, your request for a waiver of the required
25 feet horizontal separation from the private well to the private sewer line has been approved.
The approved separation distance is 17.0 feet. See engineer's waiver request for justifications, as
well as the well log noting grouting to 42 ft utilizing oversized borhole.
This waiver approval applies to the existing absorption field and private sewer line only. Any
fiiture upgrade to the on-site wastewater disposal system will require all separation distances be
met or another approval from this department.
Waiver is Granted: X Waiver is not Granted:
Date: �� 1 y I I Approved by:
10-0` &XJJ_
Name of Reviewer
................................ 0 0 M 0 M M ......... ■ a R R t ............ 0 Z a M\ ....... a 1
**** VARIAN C E/WAIVER REVIEW ****
August 7, 2019
MOA Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Broadwater Heights, Block 3, Lot 24 — 12341 Broadwater Drive
Lot Line Waiver
Dear On -Site Services Engineer:
-t pti83Z
The lot line was inaccurately marked prior to the construction of the absorption trenches on this
lot. Unfortunately, the end of the trench was placed at or near the property line and in the 10'
Utility Easement. This lot line abuts unsubdivided property and is a substantial distance from all
septic systems in the area. The underlying accepting soils are clean sands which absorb water at
rates less than 5 minutes per inch. Little or no migration of effluent is expected. Placement of the
absorption trench at the property line will not adversely impact adjacent properties.
We are currently requesting letters of non -objection from utility companies and will forward them
when received.
Sincerely,
Michael E. Anderson, PE
OF A Lgsl,
*: 49LH-
......................
.....,..
......
............
Michael E. Anderson
4381-E
FESSIO���
•
V)a 5
GE
i. E N G I N E E R I N G
PO BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
August 7, 2019
MOA Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Broadwater Heights, Block 3, Lot 24 — 12341 Broadwater Drive
Lot Line Waiver
Dear On -Site Services Engineer:
-t pti83Z
The lot line was inaccurately marked prior to the construction of the absorption trenches on this
lot. Unfortunately, the end of the trench was placed at or near the property line and in the 10'
Utility Easement. This lot line abuts unsubdivided property and is a substantial distance from all
septic systems in the area. The underlying accepting soils are clean sands which absorb water at
rates less than 5 minutes per inch. Little or no migration of effluent is expected. Placement of the
absorption trench at the property line will not adversely impact adjacent properties.
We are currently requesting letters of non -objection from utility companies and will forward them
when received.
Sincerely,
Michael E. Anderson, PE
OF A Lgsl,
*: 49LH-
......................
.....,..
......
............
Michael E. Anderson
4381-E
FESSIO���
•
October 10, 2019
MOA Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Broadwater Heights, Block 3, Lot 24 —12341 Broadwater Drive
Waiver — Well to Sewer Service Line
Dear On -Site Services Engineer:
The sewer service line on the subject lot was placed slightly more than 17' from the well. This
distance is less than the 25' mandated by code and a waiver is required. The sewer line is
composed of ASTM D3034 PVC pipe with glued joints at 10' intervals. The pipe will not corrode
or lose strength to sewer gas or external galvanic conditions. The effluent in the pipe is not under
pressure and flows via gravity. The ground surface is away from the well and any effluent leak
would be away from the well.
The well is 300' deep and constructed through bedrock from 4' to 300'. The static water level is
at 60'. It is virtually impossible for surface water to penetrate the bedrock to the aquifer. We
therefore request a waiver be issued to allow the sewer service line to remain in its current location
at 17' from the well at its closest point.
Sincerely,
Michael E. Anderson, PE
49 TH
-----------------------
Michael �$ E. Anderson 4381-E w v
i�Z`.®
� FOP�o�Lssiar���-
Certified Drilling Log
owR SILL S. COLE DOC CO dba
'a
►
ULLIVA N WATER WELLS
P.O. Box 670269, Chug iak, AK 99567 688-2759
OWNER OF LAND: Josh Talbot
ADDRESS:
Bore Hole
Data
Depth
From
To
LEGAL DESCRIPTION Broadwater Heights Block 3 Lot 24
DATE: 11-10-17
0
2
PERMIT NUMBER: OSP171234 DATE OF ISSUE: 8-24-17
TAX IDENTIFICATION NUMBER 05008176000
Is well located at approved permit location: ®Yes ❑No
Method of Drilling: ❑air rotary ❑cable tool
Depth of Well: 300'
Casing Type: Steel Wall thickness .250 inches
Diameter: 6 inches, depth 44 feet
Liner type
2
4
4
9
9
32
32
161
161
184
184
285
Static Water Level: 60 feet
Recovery Rate 2.5 ® 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: 50 lbs
Depth: from 0 feet, to 44 feet
285
300
Well Disinfected Upon Completion: ®yes ❑ no
Method of Disinfection: Chlorine 50 PPM
Comments:
Oversized borehole drilled to 42'.
44' of 6" casing run in, entire annulus grouted.
Casing Stickup
Silty Sand & Gravel
Bedrock Gray
Bedrock Green Hard
Bedrock Gray
Bedrock Gray w/ Quartz
Bedrock Gray
Bedrock Gray w/ Quartz
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.
Well Drilling Permit Number: SW OSP171234 Date of Issue 8-24-17
Parcel Identification Number: 05008176000
Legal Description
Broadwater Heights Block 3 Lot 24
Pump Installation Date: 11/13/17
Pump Intake Depth Below Top of Well Casing: 290
Pump manufacturer's Name: F&W
Pump Model: 4F05A07301
Pump Size: 3/4
Pitless Adapter Burial Depth: 10
Pitless Adapter Installer: Sullivan Water Wells
Disinfected Upon Completion? ® yes ❑ no
Method of Disinfection: Chlorine 50 PPM
Comments: Pitless Manufacturer: Martinson
11 Pump Installers Name: Sullivan Water Wells
Property Owner Name & Address
Josh Talbot
feet
hp
feet
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
OHPOHPOHPOHPOHPOHPOHPOHP
W
:(//5$',86:,11 8168%',9,'(' (;,67,1*
5$',86
7(0PO5$5<7851$5O81'
M.H.
M.H.
S
S S85° 36' 07"E 339.43 MEAS.S21
°
2
1
'
3
8
"
W
1
4
4
.
5
8
M
E
A
S
.S89° 33' 55"E 325.69 MEAS.S3
0
°
2
9
'
2
9
"
W
1
2
8
.
9
2
M
E
A
S
.N85° 42' 46"W 339.80 REC.S89° 43' 11"E 326.71 REC.S21
°
3
2
'
5
0
"
W
1
4
5
.
0
0
RE
C
.
B
A
S
I
S
O
F
B
E
A
R
I
N
G
S
N3
0
°
2
9
'
2
9
"
E
1
2
8
.
8
9
R
E
C
.
℄ B
R
O
A
D
W
A
T
E
R
D
R
I
V
E
S
5O:
#
#
GR
A
V
E
L
D
R
I
V
E
W
A
Y
[
P$5.,1*$5($
G F.F. ELEV.= 891'/RW%ORFN
%URDGZDWHU6XEGLYLVLRQ
6T)W
6WRU\:RRG)UDPHHRXVH
),5(/$1(7851$5O81'6
),5(HO6(/(1*7H
[
5()86((1&/O685(
'5,9(:$<($6(0(17
S
SS
Frederic W. Wagner
NO. L.S.-9946
PROFESSIONAL SEAL
Date:Frontier Surveys, LLC Project No:
650 W. 58th Ave. Suite E Anchorage, Alaska 99518
As-Built Survey of:
www.frontiersurveys.com
Frontier Surveys, LLC
I, Frederic Wagner, hereby certify that this Mortgage Inspection Survey was performed by me, or
under my direct supervision on
Plat:Grid:Ordered By:
907.460.1686 - info@frontiersurveys.com
This survey complies with the ASPLS Mortgage Location Standards. The survey represents visible improvements and
conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any
inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the
existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances
should this document be used for construction or for establishing a boundary or fence line.
July 16th, 2019.
Legend:
Scale 1" = 50'
Refuse Enclosure
Septic
Telephone Pole
Fence
Mailbox
STA T E O F ALA
S
K
A49 TH
ROYEVRUSDNALLANOISSEFORP
DERE
T
S
IGER
8/7/2019
S
G
Lot 24, Block 3 Broadwater Subdivision
General Notes:
1. This document is created for the purpose of a single property transaction and is subject to Federal Copyright Laws.
2. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey.
3. All measurements/setbacks are to the visual/apparent building footprint.
4. All dimensions to property lines are plus/minus 0.1ft.
Erica & Seth Deam
19-237 07/29/2019
73-18 N/A
Found Rebar
M.H.
W Water Well
Septic Man Holes
/O7
/O7
8
7
,
/
,
7
<
(
$
6
(
0
(
1
7
Address Location
POST IN A CONSPICUOUS PLACE e n t
ALL WORK MUST BE INSPECTED 10'i'
G + t
0 Awsco Field Inspection Request required 2 working days in advance of starting work and 2 working
,r days in advance for final inspeciton. Call (907) 343-8206 (voice recorder) for scheduling.7. rr',
Permit is not valid without the call-in and also must include the one -call ticket (utility locate)
number.
MUNICIPALITY OF ANCHORAGE - RIGHT OF WAY DIVISION
llepartment
4700 ELMORE ROAD
TELEPHONE (907) 343-8240 FAX (907) 343-8250
RIGHT OF WAY PERMLT R192679
Type: Encrchmnt Status:. Issued Grid: NW0253
Date Applied: 10/29/2019. , . ; Date Issued: 10/29/2019Issued By: claudia.pinard
Construction Start Date: Last Updated:.. ;10/29/2019 Las;Wpdated By:,, claudia.pinard
Permittee: DEAM SETH R & ERICA
Work Order Utility:
Contact on:.Veronica (907) 522-7773 Primary Inspector: Jon Sauerbrey
Address/Loc: " 12341 BROADWATER DR, Eagle River - @ W Skyline Drive
Legal D,pscripti'i n: BROADWATER HEIGHTS BLK 3 LT 24-"&0253
1 $120.00
Total Fees: $120.00
See reverse for requirements/remarks.
I have read and understand both sides of this permit. I agre,$ to e terms and conditions; and I certify that all work will comply with federal, state,
and municipal codes and regulations and the provisions of is yf�tit.
Construction Requirements and Notes:
1. This permit has been issued based on the assumption that the information contained in the pals and supporting documentation is
correct. Any and all omissions are the responsibility of the permitee. Any change in the scope of work requires a revised or new
permit and Traffic Control Plan (TCP).
2. Contractors' acceptance of this permit constitutes acceptance of the Municipality's bonding requirements, and is contractor'
representation that contractor has and will comply with those requirements. Unless a specific bond is applied to this permit by written
reference, the contractor's performance bond on file with Development Services, Right of Way Enforcement, shall suffice as the
required bond.
3. The Permittee shall post a copy of the permit in a conspicuous location at the place to which the permit pertains before any work
there is started and shall remove the permit only after the Right of Way Inspector has accepted the work as being in compliance with
the permit.
4. The Municipality has the right to inspect and/or reject materials and workmanship not to Municipal standards, to stop work until
corrections are made, or to require removal of the facility and to charge time, material and equipment to the Permitee to correct the
facility if they fail to comply with the conditions of the permit.
5. Permitee is responsible for locating and protecting all utilities and survey markers in the work vicinity. For utility locates, call
Alaska Digline at "811" or (907) 278-3121.
6. The contractor shall erect signs, barricades and detours in accordance with the U.S. Department of Transportation "Manual on
Uniform Traffic Control Devices", Part VI —Traffic Controls for Street and Highway Construction, Maintenance, Utility and Emergency
Operations. Failure to do so may result in fines being assessed under Title 14 for work not in conformance with a permit.
7. Changes in the approved road closures or scope of work resulting from emergency circumstances may be allowed during
construction. It shall be the responsibility of the contractor to notify the Permit Office, 343-8206, and/or obtain an approved Traffic
Control Plan (TCP). It shall be the contractors responsibility to notify the following agencies: Fire Dispatch 267-4950, Police
Dispatch 786-8900, Alaska State Troopers Dispatch 269-5511, People Mover 343-8253 and School Bus 742-1207 or 742-1209.
8. All construction shall be in accordance with the current edition Municipality of Anchorage Standard Specifications (MASS),
applicable municipal codes and regulations and the approved drawings and special provisions of this permit.
9. As a condition of this permit all excavations will conform to the standards outlined in OSHA 29CFR, 1926 Subpart P.
10. The Right of Way shall be restored to the same, or better condition, than it was prior to the contractors' work being performed.
The work shall be performed diligently and continuously, until completed to the satisfaction of the Municipal Right of Way Inspector.
11. All underground installations within a public place shall be buried at a minimum depth of forty-two inches (42") below the final
surface elevation, i.e. bottom of drainage ditches, road shoulder or finished grade.
12. Permanent paving, recycled asphalt pavement (RAP), chip seal, sidewalks and curb and gutter must be replaced within 7 working
days after underground work is completed.
13. Winter Condition Requirements (applicable to all Right of Way Permits).
a. No trenching and or excavation is allowed within the road prism except for emergency repair of existing utility facilities or by
approval of the Director of Development Services.
b. Crossing of the road prism shall be by boring technology.
c. No frozen material shall be placed in the excavation as fill and/or backfill. A source of non -frozen fill and/or back fill
material shall be available.
d. All frozen ground within the Right of Way shall be thawed prior to excavation.
MUNICIPALITY OF ANCHORAGE ; ° menr P
Development Services Department
Right of Way Section
Department
THIS AGREEMENT, made this 29th day of October, 2019, by and between SETH R. DEAM
and ERICA S. DEAM and their heirs, administrators, and assigns, hereinafter called "PERMITTEE",
and the Municipality of Anchorage, a municipal corporation organized and existing under its Charter
and the laws of the State of Alaska, hereinafter called the "PERMITTER".
WITNESSETH:
WHEREAS, PERMITTEE is the owner of the following described real property:
BROADWATER HEIGHTS SUBDIVISION, BLK 3, LOT 24, according to the
official records thereof, on file in the office of the District Recorder, Anchorage
Recording District, Alaska, and;
WHEREAS, PERMITTER owns and/or maintains the real property more particularly
described as follows:
The TEN FOOT OF UTILITY EASEMENT, immediately on the north side of
PERMITTEES property as shown on Plat No. 73-18, on file in the office of the District
Recorder, Anchorage Recording District, Alaska, and;
WHEREAS, PERMITTEE has placed a septic trench upon the referenced real property which
encroaches 10.0 -foot upon the PERMITTER'S 10.0 -foot Utility Easement.
NOW, THEREFORE, it is mutually agreed between the parties hereto that:
1. The PERMITTER, acting through the Director of Development Services
Department, hereby grants to the PERMITTEE the privilege of allowing septic
trench to encroach 10.0 -foot upon the PERMITTER' S 10.0 -foot Utility
Easement, as shown on "Attachment A," included herewith.
2. The PERMITTEE agrees forever to indemnify, defend, save and hold harmless,
the Municipality, its officers and employees, from any and all lawsuits, claims or
actions brought to any person for or on account of damage to property or injury,
disease, illness or death of persons, including all costs and expenses incident
thereto, arising wholly or in part from or in connection with the existence of,
alterations, maintenance, repair, renewal, reconstruction, operation, use or
removal of the encroaching septic trench, as placed upon the PERMITTER'S
10.0 -foot Utility Easement.
3. The PERMITTEE shall not assign or transfer any of the rights granted herein to
another individual or company without first notifying and securing the approval
of the Director of Development Services Department.
4. This Agreement and Permit grants PERMITTEE no interest in PERMITTER'S
real property whatsoever, except only the encroachment rights described herein.
5. The PERMITTER reserves the right to revoke this permit upon twenty (20) days
written notice to the PERMITTEE. The PERMITTEE agrees upon such notice
of revocation, to move said encroachment(s) from the 10.0 -foot Utility Easement
in which it is placed. Should the PERMITTEE refuse or fail to comply with said
written notice, the PERMITTER may, without further notice to the
PERMITTEE, remove or cause to be removed the encroachment(s), and the
PERMITTEE hereby agrees to reimburse the PERMITTER for all costs
incidental to the removal thereof.
In addition to the mutual promises heretofore made, the PERMITTEE has paid the PERMITTERa
one-time permit application fee of $120.00. The PERMITTER hereby waives the annual fee of
$315.00.
IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and seal the day
and year first hereinabove written.
GRANTEE:
eth R. Deam
Owner
Erica S. Deam
Owner
GRANTOR: MUNICIPALITY OF ANCHORAGE
Aalight
L. Frost, Jr.
of Way Supervisor
STATE OF ALASKA )
ss.
THIRD JUDICIAL DISTRICT )
THIS IS TO CERTIFY that on this 29th day of October, 2019, before me, the undersigned, a
Notary Public in and for the State of Alaska, duly commissioned and sworn as such, personally
appeared Jack L. Frost, Jr., known to me to be the Right of Way Supervisor for the Municipality of
Anchorage, Alaska, who executed the foregoing instrument, and he acknowledged to me that he
executed said instrument as the free and voluntary act and deed of said corporation for the uses and
purposes therein mentioned, and that he was authorized to execute said instrument.
WITNESS my hand and official seal on the day and year first above written.
w,XXV1111111111//A". _ -
/V0 % NOTARY PUB �jn and for Alaska
,.. � My Commission Expires: /-7-L- Z 3
NOTARY I
PUBLIC .:*
STATE OF ALASKA )
ss.
THIRD JUDICIAL DISTRICT )
THIS IS TO CERTIFY that on this _- day of MDdCwt 6C or , 2019, before
me, the undersigned, a Notary Public in and for the tate of Alaska, duly commissioned and sworn as
such, personally appeared tKi m Su<. 1 known to me to be the
individual(s) named herein who executed the foregoing instrument, and (s)he acknowledged that (s)he
did so freely and voluntarily for the used and purposes therein mentioned, and on oath stated that (s)
he was authorized to execute said instrument.
WITNESS my hand and official seal on the day and year first above written.
( c
� NOTARY PUBLI and for Alaska
NOLO//� My Commission xpires:
NOTARY
4 PUBLIC,
�••.. .
%�TF'6F' R�QSO`�Q
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT 1
THIS IS TO CERTIFY that on this I day of �16vtm ter, , 2019, before
me, the undersigned, a Notary Public in and for the State of Alaska, duly commissioned and sworn as
such, personally appeared %-M V'ck*,Kl ,bF kut , known to me to be the
individual(s) named herein who executed the foregoing instrument, and (s)she acknowledged that (s)
she did so freely and voluntarily for the used and purposes therein mentioned, and on oath stated that
(s)she was authorized to execute said instrument.
WITNESS my hand and official seal on the day and year first above written.
. AI.
1TlIl/off//,/ NOTARY PUB I ' and for Alaska
_G���, My Commission Expires: l'Z:Z—Z3
NOTARY
_PUBLIC
0
W
\)
m
V J
Z
Z)
0
s
co
W
x
f-.CflN
O�
05;a0
m O U
ti
8
M
C
'O
r
T
O
x > .c
(�
v X, 0-
C.O) a
o
Z
zo
C) C.
w
VO \
o I
u? >x
.-
yN
W-2
G
Q Q
NVQ
=I
8
co
I--
MCR
f-.CflN
O�
05;a0
m O U
ti
8
M
N
r
T
co
(�
,M
o
Z
zo
COCl
VO \
m
C=,L7
W-2
G
tf7000
c_
I
w0Q
ti
co
m
MOf`m
T
T
co
T
N
T
T
T
O
'-311
r -T
NNm
U
i
jM
m
O
0
G j >
O�
m O U
8
L.a 00 N� O
2 z
=
\
s
01m=
o
Z
zo
WKQIQ
WOR
VO \
W-2
G
Obp
c_
I
w0Q
x3 ®
O
�
II
T
LLJ
U
i
jM
m
rn
8
2 z
=
\
J }
go
o
Z
zo
WKQIQ
WOR
VO \
W-2
G
Obp
mm
w0Q
m
September 4, 20.19
Seth & Erica Deam.
12341 Broadwater Drive
Eagle; River,. AK 99577
Dear Seth & Erica Deam,
Subject to your agreement to indemnify the company as set forth below, GCI
Communication Corp has no objection to the septic absorption trench encroaching into
the utility easement that runs along, the west property line of Block 3 Lot 24 Broadwater
Subdivision, also known as 12341 Broadwater Drive, city grid NW0253., GCIWO, 19-
0001-43.
This. letter ofnon-objection in no way precludes GCI Communication Corp from full use
and, enjoyment of any rights it may have within any portion of the utility easement and or
the right-of-way, includingunlimited access for servicing;its facilities. Also any
additional and extraordinary costs incurred during=,any future required construction, repair
or reconstruction of GC 's facilities'to accommodate any, or all of theencroachments shall
be paid by the property owner.
By signing below, you agree to indemnify and hold GCI Communication Corp -harmless,
now and forever; for any damage, costs, expense (including reasonable attorney's fees),
liabilities and -injury to any person or property occurring as a result of the encroachment.
Please indicate.your acceptance bysigning ,and, returAngs letter to me at the address
below.
Sincerely,
LM
Alex.Slavens
Engineer I
OSP Design Network Services
GCI Communication Corp
5151 Fairbanks St:
Anchorage, AK 99503
907-929-1034 Office
907-868-8580 Fax
,t411A tYrp�
Anchorage Water & Wastewater Utility G
Engineering Division
Mayor Board Chair
Ethan Berkowitz Aaron D. Dotson
August 12, 2019
Seth R & Erica S. Deam
12327 Broadwater Drive
Eagle River, AK 99577
Re: BROADWATER HEIGHTS BLK 3 LT 24, Grid (NW0253)
Request for tetter of Non -objection to Encroachment (Tax ID# 050-081-76)
The Anchorage Water, and Wastewater Utility received a request from your representative
Forge Engineering on August 08, 2019 in regards to an existing drainfield encroaching within
the 10 foot Utility Easement along the north property line of BROADWATER HEIGHTS BLK
3 LT 24.
AWWU is currently not using this Utility Easement and has no objection to the encroachment.
AWWU hereby issues this letter with stipulations to allow the encroachment of the existing
drainfield within the easement, property owner(s) agrees to the following;
1. AWWU will be held harmless, now and forever, for any damages or injury to any
person as a result of the encroachment;
2. The property owner(s) shall call for utility locates before excavation in the easement;
3. All applicable codes and regulations will be observed and maintained within the
easement;
4. This letter will in no way preclude AWWU from full use and enjoyment of its rights
within any portion of the easement;
5. The property owner(s) shall pay any additional and/or extraordinary costs incurred to
accommodate the encroachment. during any, future required construction. or
reconstruction of AWWU facilities;
6. AWWU's non -objection does not imply other approvals that may be required for this
encroachment; and,
7. AWWU does not provide a position for any other parcel :or utility impacted by the
encroachment.
you have any questions, please call the AWWU Planning Section at 564-2739.
i
David Duke
Engineering Technician III
Anchorage Water & Wastewater Utility�n j � Clearly
3000 Arctic Boulevard • Anchorage.Alaska 99503
Pbon,e 907-564-2774 *Tax 907-562-0824 4 4tnw.aww b¢
ENSrAR
tVatural Gas Company
August 13, 2019
Seth & Erica Deam
12327 Broadwater Drive
Eagle River, AK 99577
Subject: Letter of Non -Objection: Septic trench
Lot 24, Block 3, Broadwater Heights
To whom it may concern:
ENSTAR Natural Gas Company
A DIVISION OF SEMCO ENERGY
Engineering Department, Right of Way Section
401 E. International Airport Road
P. O. Box 190288
Anchorage, Alaska 99519-0288
(907) 277-5551
FAX (907) 334-7798
ENSTAR Natural Gas Company has no objection to the existing septic trench encroachment into the ten
foot (10 FT) wide utility easement, coincident and parallel to the North lot line of Lot 24, Block 3,
Broadwater Heights, according to Plat No. 73-18, Records of the Anchorage Recording District, Third
Judicial District, State of Alaska.
Please be advised, there is an existing natural gas service line within this utility easement. Please follow
all below excavation protocol.
Acceptance and use of this letter of non -objection by yourself, your heirs, your assigns, or your
successors, will constitute agreement to the following stipulations:
• Landowner/Contractor working near ENSTAR gas facilities shall contact the Alaska Digline,
Inc., (907) 278-3121 or 811 for line locating two (2) business days prior to any related
excavation. This service is free of charge.
ENSTAR will be held harmless, now and forever for any damages or injury to any person or
property as a result of this encroachment.
® Any ENSTAR facility damaged or destroyed, as a result of this encroachment will be repaired at
no cost to ENSTAR.
• Any costs incurred by ENSTAR for special construction necessitated by this encroachment will
be borne by the land owner.
® All applicable safety code regulations will be observed and maintained.
This letter of non -objection will in no way preclude ENSTAR from full use and enjoyment of its
rights within any portion of its right-of-way.
.Sincerely,
Cassie Acres
Right of Way and Compliance Technician
ENSTAR Natural Gas Company
NON -OBJECTION TO EASEMENT ENCROACHMENT DOCUMENT
By this document Matanuska Telephone Association, Inc. (MTA) declares that it has no objection to the
existing encroachment of the absorption trench within the 10 foot platted utility easement on Lot 24, Block 3,
Broadwater Heights Subdivision, filed as Plat Number 73-18 in the Anchorage Recording District, State of
Alaska.
Please be advised that MTA through the issuance of this document does not forfeit any of its rights to the use
of the area cited. In the exercise of these rights MTA will, if needed, upgrade, maintain, repair, and/or replace
buried or aerial telecommunications facilities within the easement. Any repairs that may be required to the
encroachment as a result of utility construction will be borne by the property owner of record. This document
does not authorize the placement of any additional encroachments within the easement area. Property owners
are required to obtain utility locates before doing any kind of work in the utility easements and will be liable'
for any damages caused by their construction work in the easements.
This document is in no way an agreement to vacate any portion of the utility easement and should not be
interpreted as such.
Issued for Matanuska Telephone Association, Inc. this 9th day of August, 2019, by,,
Cliff Burris, Construction & Maintenance Manager
THIS IS TO CERTIFY, that on this 9th day of August, 2019, before me the undersigned, a Notary Public in and
for the State of Alaska, duly commissioned and sworn as such, personally appeared Cliff Burris known to me
and to me known to be the individual named in and who executed the foregoing instrument and acknowledged
to me that he signed and sealed the same as a voluntary act and deed for the uses and purposes therein
mentioned.
IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written.
OfFICALS - No Public in and for Alaska
_ Bnnwtt
��nka
y mmission expires: 5 i� aUa3
P.O. Box 3550 j Palmer, Alaska 99645 1 mtasolutions.com 1907.761.2510
2019-042167-0
Recording plstdct 301 Anchorage CC
111061201911:18 AM Page 1 of 2
MATANUSKA ELECTRIC ASSOCIATION, INC.
LEITER OF NON -OBJECTION
November 4, 2(119
Forge Engineering
Jake Millette
PO Box 240773
Anchorage, Alaska 99524
Re: Lot 24, Block 3, Broadwater Heights, Plat 73-18, Anchorage Recording District
Dear Mr. Millette,
MEA has no objection to the proposed development on said property, as shown on the Plan As -Built
drawing attached hereto, and subject to the following conditions:
1. The improvement will in no way restridor limit the current or future ability of MFA 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 MFA, its
contractors, or assigns.
3. MFA 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 MFA 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 fetter 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.
Sincer
Manny L e
Land Servic nage
STATE OF ALASKA) SS -
THIS IS TO CERTIFY that on this 231d day of April, 2019, 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 Services 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 HEREOF, I have hereunto set my hand and official seal the day and year first above written
S• 2G• 2c�j y� hilp
Notary Public in and of Alaska . My commission expires
Return to: MEA, PO Box 2929, Palmer, AK 99645
Pu�'oQ
OF
/-B CK 3
Lot 8
A B
BROADWATER
HEIGHTS SUBDIVISION
/ /
aRNEWAY F�p�
BLOCK
3, LOT 24
t2O13�.260-4)
\
ROAD
UNSUBDIVIDED
N
I '
/ Existing
1 well
l
EDGE va
/
"tong
�7E.
N N
c
Roao�
28' x 5' Wide x
/
No Conflict with Wells or Septic
CL a,
4r
5' Effective Depth
\S ems on Adjacent Lots.
yst j
cos Abao tiort. Trench
..................
r :Michael E. Anderson •: '
�+� �� �• `
o
TH— Test Hole
CO - Clean out
2C0 — Double Clean Out
;fo' umm EAt
iRo,*
�ttr sn. c027
Ex ting
FSV — Flow Splitter Valve
THBR — Bedrock Confirmatior
J�
Gallo
'•.., `'
1,500 t Lo
Q
,: Advatitex nk w/,
M40
/
;d
JII
rco /
Q�;
..........7H m
Bedr60
.::
Home
If
RADIUSORARY
/
noR ..
S
E
TURNAROUND
/ o
E7GSRNGOR16YAY
-"� / _.`:'•
Lot 9
/-B CK 3
Lot 8
A B
/ /
aRNEWAY F�p�
� �^—EdGE OF
GRAVEL / %
t2O13�.260-4)
\
ROAD
I '
/ Existing
1 well
l
®
Lot 23
,r00k . .-Y
/ LEGEN
*:TM.•:*
•...
MT = Monitor Tube
0 Clean Out
..................
r :Michael E. Anderson •: '
�+� �� �• `
PLA N A S -B Ul L T
TH— Test Hole
CO - Clean out
2C0 — Double Clean Out
CE 4381
��c�'�1F9•.10/10/iQ.•��v��✓
iRo,*
„
SCALE 1 = 40,
FSV — Flow Splitter Valve
THBR — Bedrock Confirmatior
SIO�,�
Test Hole
/-B CK 3
Lot 8
A B
MUNICIPALITY OF ANCHORAGE
On-Site Water&Wastewater Program S
i PO Box 196650 4700 Elmore Road
0 Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997
http://www.muni.org/onsite
.14
'J
\N.�
Department
O R A('
On-Site Water & Wastewater System Permit
Permit Number: OSP181384 Effective Date: 2/6/2019
Work Type: WellSeptic Renewal Expiration Date: 2/6/2020
Tax Code Number: 05008176000
Site Legal Address: BROADWATER HEIGHTS BLK 3 LT 24 G:0253
Site Mailing Address: 12341 BROADWATER DR, Eagle River
Owner: DEAM SETH R & ERICA Lot Size in Sq Ft: 41722
Design Engineer: FORGE ENGINEERING Total Bedrooms: 2
This permit is for the construction of:
D Disposal Field 0 Septic Tank ❑ Holding Tank 0 Privy El 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. 6 bedroom design is applicable to the primary and alternate drainfields only. The septic tank is adequate for
up to 4 bedrooms.
2. Please submit a pump install log and water sample results for the existing well with the inspection report.
Received By: ( fDate:
Issued By: ,110/ / fr2 k Cl., Date: .2 6 1
MUNICIPALITY OF ANCHORAGE
•Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On-Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 050-081-76
Property owner(s) Seth & Erica Deam Day phone 240-477-2830
Mailing address 12327 Broadwater Drive, Eagle River, AK 99577
Site address NHN Broadwater Drive Eagle River, AK
Legal description (Sub'd., Block & Lot) Broadwater Heights, Block 3, Lot 24
Legal description (Township, Range & Section)
Lot Size 41,722 Sq. Ft. Number of Bedrooms 2
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply)
Absorption Field 0 Initial 0 Single Family (SF) El
(w/wo ADU)
Septic Tank Upgrade ❑ Duplex (D) ❑
Holding Tank ❑ Renewal Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑
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: 1C1 • Ob Waiver Fees:
Date of Payment: 10/22/1g Date of Payment:
Receipt Number: Receipt Number:
Permit No. osp 1$13$4 Waiver No.
Permit App_9-1-12.doc
BROADWATER HEIGHTS SUBDIVISION
BLOCK 3, LOT 24
DESIGN FACTORS: SYSTEM REQUIREMENTS:
Six Bedroom Design (Future Development) 5'Wide Trench System
Perc. Rate: 6.6 Min./Inch 1,500 Gallon Advantex Tank
Application Rate: 5 GPD/SF .5' Drainfield Rock
6 Bedrooms * 150 GPD/Bedroom = 900 GPD Total Flow
900 GPD/5 GPD/SF/5 SF (Width) *1 (Red. Factor) = 36 LF Trench Length
THEREFORE: Construct a 36 LF x 5' x .5' Effective Depth Absorption Trench at the Location Shown on
the Site Plan. Elevation of Lateral 0.5' Below Original Ground Surface. Total Depth to be 1' Below Original
Ground. Remove Organic Material and Replace With MOA Approved Sand as Required Under Trench.
Provide 2" of Insulation and 2' of Cover Over Trench and 4' of Cover Over Septic Tank.
/ 6" Topsoil and
Revegetate Fill Area
3 Natural 3
1 Backfill 11
2.0'
2" Insulation &
Geotextile Fabric
Ar
OG .5' OG
0
4" Perforated
.5' + PVC (Holes Down)
Remove Organics
Drainfield Rock
Place MOA
Approved Sand
Underlying SP/SM
5'
TYPICAL 5' WIDE TRENCH SECTION
(NO SCALE)
onkvitatii
NOTE: Grade Area Over Trench to Drain Away. �v 0.F... "c
Minimum 6' Separation From Bedrock. .•c �.•.•"' "cgs%
Minimum 4' Separation From Groundwater. c?: t� •: �i�
Minimum 100' Separation From Private Wells in the Area. PIS 49th ��• \.'-
Minimum 100' Separation From Surface Water or Streams. �2'E'r, rL Gt,�•c,r
•
f.m MICHAEL E.ANDERSON
to •
--.0• NO. CE-4381 I
Certified Drilling Log
OWNER OF LAND: Josh Talbot
ADDRESS:
LEGAL DESCRIPTION Broadwater Heights Block 3 Lot 24
DATE: 11-10-17
PERMIT NUMBER: OSP171234 DATE OF ISSUE: 8-24-17
TAX IDENTIFICATION NUMBER 05008176000
Is well located at approved permit location: Yes No
Method of Drilling: air rotary cable tool
Depth of Well: 300’
Casing Type: Steel Wall thickness .250 inches
Diameter: 6 inches, depth 44 feet
Liner type
Static Water Level: 60 feet
Recovery Rate 2.5 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: 50 lbs
Depth: from 0 feet, to 44 feet
Well Disinfected Upon Completion: yes no
Method of Disinfection: Chlorine 50 PPM
Comments:
Oversized borehole drilled to 42’.
44’ of 6” casing run in, entire annulus grouted.
Bore Hole Data
Depth
From To
0 2 Casing Stickup
2 4 Silty Sand & Gravel
4 9 Bedrock Gray
9 32 Bedrock Green Hard
32 161 Bedrock Gray
161 184 Bedrock Gray w/ Quartz
184 285 Bedrock Gray
285 300 Bedrock Gray w/ Quartz
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.
OWNER: j
By: _(signature) Date: Zo itigv 1 '
Sc-rn per- (print name)
STATE OF ALASKA )
)ss.
THIRD JUDICIAL DISTRICT )
The foregoing instrument was acknowledged before me this_ �l�y of NBi/einat�
20/8, by sex,/ Pe- • ;L `
d2,4„(06..„:;.; c:':::" ,/1 '''S,: ,
NOTARY PU .1C FOR ALASKA ` %�'. a• �
My Commission expires:_ /-3 -De . /6 ,tf;, ;`
Vii?ti lti ft &.
MUNICIPALITY:
B J1f ' (AAA-el (signature) Date: 0V4/4 /'
&beee (?4rro( ( (print name) Title:
(rev. 05/18/2018) Page 3 of 3
MUNICIPALITY OF ANCHORAGE
On -Site Water 8.Wastewater Program .
POBox 1g0850 470OElmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
Permit Number: OSP171234
Work Type: VVeUSepUc|nitio|
Tax Code Number: 05008170000
Site Legal Address: BROADWATER HEIGHTS BLK 3 L 24 S:0253
Site Mailing Address: 12341 BROADWATER DR, Eagle River
Owner: FERR|NCHARLES RTRUST
Design Engineer: ANDERSON ENGINEERING
This permit is for the construction of:
Effective Date
8/24/2O17
8/24/2018
2 Disposal Field 2 Septic Tank [] Holding Tank [l Privy R Private Well [] Water Storage
All construction shall beinaccordance 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 15.85.Provide notification bycalling (807)343'7QO4(24/7).
4. From October 15tnApril 15, a subsurface soil absorption system under construction during freezing weather
shall baeither:
a. Opened and Closed onthe same day, or
b. Covered, sealed, and heated to prevent freezing
/ / 0
Received Date:
|nuuad By: Date:
S
685
MUNICIPALITY OF ANCHORAG \-
AUG 17 201/ 3�
11771_
Community Development Department or, Phone: 5343-7904 ti
Development Services Division Fax: 9Q -7997 ^V
On-Site Water& Wastewater Program �--. - 6 9 1-
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 050-081-76
Property owner(s) Charles Ferrin Trust Day phone
Mailing address 23971 S. Rockerville Road Rapid City SD 57702
Site address NHN Broadwater Drive Eagle River, AK
Legal description (Sub'd., Block & Lot) Broadwater Heights, Block 3, Lot 24
Legal description (Township, Range & Section)
Lot Size 41,722 Sq. Ft. Number of Bedrooms Four (4)
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply)
Absorption Field 0 Initial ❑ Single Family (SF) ❑
(w/wo ADU)
Septic Tank Upgrade ❑ Duplex (D) ❑
Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well El
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.
(Signa a of pr e y owner or authorized agent)
Permit/Rush Fees: ''Jlm'1 Waiver Fees:
Date of Payment: s311/ 1. Date of Payment:
Receipt Number: 0 (0(e 1 Receipt Number:
Permit No. 0`2e1 \ Waiver No.
Permit App_9-1-12.doc
M
August 13, 2017
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject: Lot 24, Block 3, Broadwater Heights Subdivision
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer:
The owner of Lot 24, Block 3, Broadwater Heights Subdivision intends to construct a
new four-bedroom home on the lot. We are therefore requesting a permit be issued for
the construction of a new well and septic system to accommodate the home. The
attached Site Plan and backup documentation identify the location and configuration of
the proposed well and septic system along with the alternate site. No existing wells or
septic systems on adjacent lots are closer than 100' from the proposed septic system.
Drainage arrows are shown on the site plan showing the grade and direction of flow on
the lot. The drainage pattern will not be changed as a result of this project.
The test hole placed on the lot in the area of the absorption trench and alternate site
indicated silty sand with gravel. The percolation rate of the soil was determined to be
1.0 to 6.6 minutes per inch. No groundwater was found during the placement of the test
hole and none was noted during the monitoring period. Bedrock was found at 7.0'
below the surface in the test hole.
An application rate of 5 gallons per day per square foot was used in the design of the
absorption system. We are proposing to place a new 1,500 -gallon Advantex Tank and
Ix 24' long by 5' wide by .5' effective depth absorption trench to treat and dispose of
the effluent generated in the house. The elevation of the distribution line in the
absorption trench will be .5' below the surface with the total depth of the trench at 1, to
provide a minimum of 6' separation from fractured bedrock. A minimum of 3' of fill or 2"
of insulation and 2' of fill will be placed over the absorption trench and 4' over the septic
tank.
The ground surface on the lot in the area of the absorption trenches slopes to the
Lot 24, Block 3, Broadwater Heights �
August 13, 2017
Page Two
northwest at approximately 25%. The new trenches will be constructed parallel with the
contours of the slope as much as possible in conformance with Municipal requirements.
The new septic system will be constructed a minimum of 100' from all wells and any
surface water and 10' from the proposed and existing water services in the area.
Sincerely,
Benjamin Schiller, P.E.
Attachments
OF ,��i,�
*�TM ...
...
...
•• •
Benjamin Schiller • :. j
�'F �• CE 12592
w
0
C)
m
(n
Z
z
O
U)
m
� N
Un f—
= O
CD
n
1110
Q �
m
CY
m
U
CL
a)
U)
rn
0 0
J /
U
/ 3 ¢
I
co:
N
Iw v 0
1z zcn
I
I
\
x
I
I hy*
c
\ 0
ox
I
a_
O
I
o
o �\v04
C5
o
a U'? X
04
0
n
C
_
Z) WZ
oo
oQa¢
wQ
omz
�W
n7
-
O p
�
Z
w
+� r_
:3o
O
0
C: 0 > E
O p
C
U O O
U
D O +,U+• -,,c
Hir- 0 D dU
��00a��o
0L° �o°Iom
o �-U I O
wllllllOf
0 O O>mbi
J X21--CUNLLf)iHI,
BROADWATER HEIGHTS SUBDIVISION
BLOCK 3, LOT 24
DESIGN FACTORS: SYSTEM REQUIREMENTS:
Four Bedroom Home 5' Wide Trench System
Perc. Rate: 6.6 Min./Inch 1,500 Gallon Advantex Tank
Application Rate: 5 GPD/SF .5' Drainfield Rock
4 Bedrooms * 150 GPD/Bedroom = 600 GPD Total Flow
600 GPD/5 GPD/SF/5 SF (Width) *1 (Red. Factor) = 24 LF Trench Length
THEREFORE: Construct a 24 LF x 5' x .5' Effective Depth Absorption Trench at the Location Shown on
the Site Plan. Elevation of Lateral 0.5' Below Original Ground Surface. Total Depth to be 1' Below Original
Ground. Remove Organic Material and Replace With MOA Approved Sand as Required Under Trench.
Provide 2" of Insulation and 2' of Cover Over Trench and 4' of Cover Over Septic Tank.
6" Topsoil and
Revegetate Fill Area
3 Natural 3
1 Backfill 71
2" Insulation &
Geotextile Fabric
OG .5' O OG
4" Perforated
.5' PVC (Holes Down)
Remove Organics
Drainfield Rock
Place MOA
Approved Sand
Underlying SP/SM
5'
TYPICAL 5' WIDE TRENCH SECTION
(NO SCALE)
NOTE: Grade Area Over Trench to Drain Away. •.*F� OF
Minimum 6 Separation From Bedrock. .•�P,.• """'"' �i
Minimum 4' Separation From Groundwater.
Minimum 100' Separation From Private Wells in the Area. 49th
■
Minimum 100' Separation From Surface Water or Streams. `",•••• •••
i..... . .......�....I........
�j';.• No. CE -12592
MUNICIPALITY OF ANCHORAGE _���\\\�,
DEVELOPMENT SERVICES DEPARTMENT '( aN
4700 ELMORE ROAD ANCHORAGE, AK 99519-6650 iv 'Y.: • TH 4.--.1:v4#% el
I
SOILS LOG - PERCOLATION TEST I / . 'i.. aa
�`ii �c'..Benj CTy12 92iuer.•���/
LEGAL DESCRIPTION: BROADWATER HEIGHTS, e3 L24 +rlF�foFA�ii. 7....:+�
PERFORMED FOR: JOSH TALBOT k
DATE: 7-27-17 PROJECT No.: WwQ:lcif'
PARCEL ID#: TECHNICIAN: ,J. M I I I r T T F Professional Engineers Stamp:
DEPTH TEST HOLE 1
(feet)
OB/OG SLOPE SITE PLAN
1 -
2
3
4
5 SILTY SAND WITH SOME GRAVEL SEE SITE PLAN
6
7
BEDROCK
8
9
10
WAS GROUND WATER ENCOUNTERED?
IF YES n WHAT DEPTH?
DEPTH OF WATER AFTER MONITORING: NuNF
1 1- DATE OF MONITORING 8-L-2017
12
GROSS TIME NET TIME DEPTH TO NET DROP
I DATE READING (MINUTES) (MINUTES) WATER (INCHES)
(INCHES)
14 7/27 TEST HOLE PRESOAKED PRIOR TO TESTING:
15 1 9:44 0:00 0"
16 2 9:50 6:00 (DRY) 6"
3 9:51 _ 0:00 0"
17 4 9:57 _ 6:00 (DRY) 6"
18 5 9:58 0:00 , 0"
19- 6 10:04 6:00 (DRY) 6"
20
PERCOLATION RATE: 1.0 (MIN/INCH) PERC.HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: I FT. and 2 FT.
COMMENTS: TEST REPEATED 3 MORE TIMES WITH SAME RESULTS.
MUNICIPALITY OF ANCHORAGE ����\�(\�`,
DEVELOPMENT SERVICES DEPARTMENT ,:,..-";•11 �."tl`NI
4700 ELMORE ROAD ANCHORAGE, AK 99519-6650 *%App TM• 4 • '4
SOILS LOG AND PERCOLATION TEST 1 , :,
•
,0 Benja : Schiller
LEGAL DESCRIPTION: BROADWATER HEIGHTS, B3 L24 01 ,f:'.. coi 2,', 2 /0.
er
PERFORMED FOR: JOSH TALBOT ,�1�F0op.9FESs,'N...
DATE: 7-27-17 PROJECT No.: L����`A�_
PARCEL ID#: TECHNICIAN:
J. MILLETTE Professional Engineers Stamp:
DEPTH PERK TEST 2
(feet)
1 SLOPE SITE PLAN
2
3
4
5 SEE SITE PLAN
6
7
8
O
9
10
WAS GROUND WATER ENCOUNTERED? NO
IF YES a WHAT DEPTH? IS
DEPTH OF WATER AFTER MONITORING: _
11— DATE OF MONITORING:
12
GROSS TIME NET TIME DEPTH TO NET DROP
13 DATE READING WATER
(MINUTES) (MINUTES) (INCHES) (INCHES)
14— 7/27 TEST HOLE PRESOAKED PRIOR TO TESTING:
15 1 9:34 0:00 0"
16 2 10:04 30:00 4.75" 4.75"
3 10:05 0:00 0"
17-
4 10:35 30:00 4.50" 4.50"
18 5 10:36 0:00 0"
19 6 11:06 30:00 4.50" 4.50"
20
PERCOLATION RATE:6.6 (MIN/INCH) PERC.HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: I FT. and 2 FT.
COMMENTS:
I