HomeMy WebLinkAboutPIONEER ESTATES BLK 2 LT 10Pioneer
Estates
Block 2
Lot 10
#057-091-12
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: OSP241231
Work Type: WellSeptic Initial
Tax Code Number: 05709112000
Site Legal Address: PIONEER ESTATES BLK 2 LT 10 G:1412
Site Mailing Address: 21705 TENA ST, Chugiak
Owner: DOUTHIT PAUL & SARAH
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
l�
<.
D °parttncnt
8/14/2024
8/14/2025
103114
Q Disposal Field 2 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 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
ReeeiviedBy: 55vw j 40 �S
Issued By:
Date:
Date:
3
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 057-091-12
Property owner(s) Paul & Sarah Douthit
Mailing address 16921 Foothill Ave Eagle River, AK
Site address 21705 Tena St
Day phone
Legal description (Sub'd., Block & Lot) Pioneer Estates B2 L10
Legal description (Township, Range & Section)
Lot Size -103,114 _Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(Z all that apply)
Absorption Field
Fx-j
Initial FxJ
Single Family (SF)
RX
(w/wo ADU)
Septic Tank
RX
Upgrade R
Duplex (D)
❑
Holding Tank
❑
RenewalF]
Multiple Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
RX
Water Storage
R
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: X202 Waiver Fees:
Date of Payment: L-1 Date of Payment:
Receipt Number: X 37 � -4 C- 0-50132- Receipt Number:
Permit No. —oc;) 60 � 123 1 Waiver No.
Permit App_'-'- : - :'-.,:c ,
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panengak.com
Mailing: P.O.Box 1807, Palmer, AK 99645
Telephone: (907) 745-8200 FAX: (907) 745-8201
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, Alaska
Subject: Pioneer Estates B2 L10
Initial Septic System Permit Request
This is a design narrative for a permit to install an initial well and septic system on the subject property. The proposed
system will serve an existing two (2) bedroom dry cabin. The wastewater treatment system will be sized for three (3)
bedrooms to allow for potential future expansion of the structure. This lot and surrounding lots are served by private
wells. Currently there are no wells within 100ft of the proposed installation. A permit to install a Privy on this lot was
granted in May 2010. It is our understanding that the privy was never constructed. The proposed location for the privy is on
the northern property line. If the privy was constructed it will be decommissioned per MOA code.
1. Soils: A test hole was performed on this lot by Pannone Engineering Services, LLC on 6/13/2024. Groundwater was
observed during the excavation of the test hole, seeps were encountered at a depth of 1.0’ BGS with groundwater
encountered at a depth of 5.0’ BGS. Bedrock was not encountered. Groundwater was observed in the test hole
monitor tube after 7-days at a depth of 1.0’ BGS, the groundwater elevation was adjusted by 1.0ft per moa code.
Based on the results of the percolation test and overall soils appearance an application rate of 6.0 gpd/SF was used
for the design of an advanced treatment vertical conveyance ERS wastewater treatment system in the area of the test
hole.
2. Soil Absorption System Design. See Sheet 1 of the design package.
3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. There are
mapped wetlands on this and surrounding properties. ABR, Inc performed a wetland determination on this property. The
report is attached.
4. Topography: See attached site plan for area topography.
5. Drawing Markings: The Drawings are marked “For MOA Review Only”. When written notification that the review is
complete and no further comments are received from MoA On-Site Department, the note will be removed and “For
Construction” drawings will be issued.
The proposed installation will not affect the future development of this or the surrounding lots.
If you have any questions or concerns, please contact me at (907) 745-8200.
Sincerely,
SRP
Steven R. Pannone, P.E. F. ASCE
Owner/Civil Engineer
24 July 2024
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241231, Deb Wockenfuss, 08/14/24
PA
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Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241231, Deb Wockenfuss, 08/14/24
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A SCALE: 1"=5'
DRAIN FIELD SECTION
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241231, Deb Wockenfuss, 08/14/24
PA
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COMMENTS: Test hole excavated by OWNER.
PERFORMED BY: PANNONE ENGINEERING SERVICES, LLC. I CERTIFY THAT THIS TEST
WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES
IN EFFECT ON THE DATE OF THIS TEST.
·<1.0 (min/inch)
·6"
·4 FT AND 5 FT
SOILS LOG & PERCOLATION TEST
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241231, Deb Wockenfuss, 08/14/24
PA
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N
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2.2. SCOPE OF WORK: INSTALL SYSTEM IN ACCORDANCE WITH THE ATTACHED DESIGN AND SPECIFICATIONS.
1.0 FEET
1.0
FEET
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241231, Deb Wockenfuss, 08/14/24
MUNICIPALITY OF ANCHORAGE
ADVANCED WAS'I'EWATER'TREATMEN'I' SYSTEM
MAINTENANCF. AND REPAIR AGRLEMENT
'PHIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this 9 Day of `'s.L of 20.2 /_, by and between
__ mea.,. ( Lam- o�•� _,, herein the "OWNER," and the Municipality of
Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code
(AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),
described as Advantex
located at (legal description)
Pioneer Est B2 L10
2. Maintenance, Repairs and Alterations.
(Owner is required to read, understand and initial each section)
__fW Throughout the term of this Agreement, the Owner shall enter into a service agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
manufacturer's representative. The AWWTS shall be maintained in a satisfactory
condition capable of performing as designed and producing treated septic effluent in
accordance with the cquipment's approval for operation in the Municipality.
10D It shall be the responsibility of the Owner during the term of this Agreement to pay for all
repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This
includes an annual maintenance fee (typically $400 to $600).
.Q Owner agrees that only maintenance and repair personnel approved by the Municipality
or the manufacturer's representative will inspect and make any necessary maintenance,
repairs or permitted alterations to the system.
POD Owner acknowledges that regular maintenance of an AWWTS reduces the potential
failure of the system, which could include sewage backup and costly repairs or drainfield
replacement.
(rev. 05/18/2018) Page I of 3
1-1 Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
.PQ Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
rV Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
0 Owner agrees that any sale or transfer of title of the property will not occur without a new
Certificate of On -Site Systems Approval.
100 Owner agrees that the AWWTS installation and maintenance requirements as provided
by the AWWTS vendor/installer and approved by the Municipality are the governing
guidelines for the construction, maintenance and repair of the Owner's AWWTS.
on
PU Owner agrees to maintain remote monitoring of the AWWTS as required by the
AWWTS approval.
3. Term. The term of this Agreement shall begin on the date of approval by the
Municipality to operate the installed system, or upon transfer of title, and shall continue
while the AWWTS is operational or until title is transferred.
4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this
Agreement shall in no way constitute a waiver of the provisions, nor in any way affect
the validity of the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof.
5. Amendment. This Agreement shall only be amended by authorized representatives of
the Owner and Municipality. Any attempt to amend this agreement by either an
unauthorized representative or unauthorized means shall be void.
6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be
brought in the Superior Court for the Third Judicial District of the State of Alaska at
Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the
parties under this Agreement.
7. Severability. Any provisions oil' this Agreement decreed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of 3
OWNER:
(signature)
_!�'ct r._�___®»__•_-----------------(print name)
STATE OF ALASKA )
ss.
THIRD JUDICIAL DISTRICT )
The
20-
NOTAIZY PUL
My Commissio
MUNICIPALITY:
Date: --;y -- 7,,0.E of
d before me this & day of
By: _ (signature)
-- -- — --- ------ -- -- ---(print name)
State ofAlaska
NOTARY PUBLIC
Shelbey Dunlap
MY Commission FXmires I&VIAMIA1
Date: 6� - _
Title:
(rev. 05/18/2018) Page 3 of 3
Proposed Jurisdictional Category2
Relatively Permanent Waters (RPWs)
that tow directly or indirectly into TNVVs
Wetlands directly abutting RPWs
that flow directly or indirectly into TNWs
Isolated (interstate or intrastate) waters,
including isolated wetlands
Non -jurisdictional (uplands)
1cIv' m&3
Mapping by ABR, Ino Background image frori
GE01, Acg r rec Ju!Y 22, 2023 at a 0 46m spmal
fesOlUtIOA SefwCe Layef Credits 'Norld 1-magey
Matanuska-Susitna khms&,
Afmap prepared by
BAER ABR, Elmoniner,7@1
R'0 Research 8 Service3,
.-It =PI -I ----It Paul Douht
Figure C 1. Wetland characteristics at 21705 Tena Street, Chugiak, Alaska, 2024.
,4BR, Inc. 43 Tom Street Wethindv
On -Site Wastewater Disposal System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP101038
Tax Code Number: 05709112000
Work Type: Septic Initial
Permit Effective Dates: May 28, 2010 to May 28, 2011
Design Engineer:
Subdivision: PflPltlMK/rEWAVES
Site Legal Address: PIONEER ESTATES BLK 2 LT 10 G:1412
Owner/Address: JENSEN ARTHUR RABAGO
13102 WILLOW ST #D ANCHORAGE AK 995170000
Site Mailing Address: Lot Size In Sq Ft: 103114
Total Bedrooms: 1
This permit Is for the construction of:
N Disposal Field N Septic Tank N Holding Tank Y Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either.
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received
Issued By
-�\
Municipality of Anchorage
Development Services Department
Building Safety Division
'.
On -Site Water and Wastewater Program
Mailing address
4700 Elmore Road
Zip Code
P.O. Box 196650
Water Storage
Anchorage, Alaska 99507
www.muni.org/onsite
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
0.5P10/035 FOR A SINGLE FAMILY DWELLING
Parcell.D. T15N(LaG-5Ec(o 5•E•4 N a- 057-NI-IZ
P,.mc, E:5�*5 Lo -1- 10 aleck -I-
Property owner(s)
Propertyowner(s)
ar41,ve- 5cnscn
Dayphone
40-1-dq;--173r
Mailing address
510;t wl ll o v 51. 41 t%
Zip Code
5 9 51'l
Site address
Code
Legal description (Sub'd., Block & Lot) P; ° ^kms Eat .tes 5� 640, r Lot I'D bt ock a
Legal description (Township, Range & Section) TtsNRaE5EC6 5.E Af N Va
Lot Size -� Sq. Ft.
l 03, 114
THIS APPLICATION IS FOR (® all that apply):
Absorption Field ❑
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
Number of Bedrooms
0
THIS APPLICATION IS AN:
Initial
,f
Upgrade
❑
Renewal
❑
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.
(Signature of property owWr or authorized agent)
Receipt Number. q 71 3 6 s Receipt Number:
(Rev. 11105)
I
1 2 1 Back z I 6
237 ar 207 Be 7 8c '2.37 Re 2--t7 ac
2S24 3 4
S'
• & Z_:7 Be 'f 237 ac 2.37 Re 2.37 ac 2.37 Ar ,.
• _ •� _.i,�� �•qe
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2.37 ac 237 at { 237 Be 717 Be 237 nc
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'3 a •��\ � \q �.!' � _ • .r.• ... .. .. • .....� .�..
• s-�� . I PIQNEER ESTAM Si7BDrwgoN
QQ MUNICIPALITY OF ANCHORAGE
�• ��j(,.. DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION T1
S25 L Strom. AMnorege• Alaska 99501 264.4720
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: 1•t'�tiY DATE PERFORMED:
LEGAL DESCRIPTION:y 6- %/ S W Fit f ibG :6 T /S A/ /L Zr, SM ,
rIPTW 1 -SLOPE SITE PLAN
1 yam_
2-
3-
4-
7 347
9
10
it
12 -r-
20-4 1 -
L
CO`nbIENTS
WAS GROUNDWATER' vo S
ENCOUNTERED? L
O
P
IF YES. AT WHAT E
DEPTH? 1
Reading
Date
Gross
Time
Net
Time
' Dooth to
Water
Net
Drop
S-/2
I0!r24
G. rlrr
14
to !"A
/0 "/%IG•(
.f �
.33 or
15
.x
/I : o t
1s
S. � 3 •.
J
..............
P.Nr).:s:s-E-:a':
17.
e.. r
is•
20-4 1 -
L
CO`nbIENTS
WAS GROUNDWATER' vo S
ENCOUNTERED? L
O
P
IF YES. AT WHAT E
DEPTH? 1
Reading
Date
Gross
Time
Net
Time
' Dooth to
Water
Net
Drop
S-/2
I0!r24
G. rlrr
to !"A
/0 "/%IG•(
.f �
.33 or
/I : o t
S. � 3 •.
J
PERCOLATION RATE 3 �r (minutes imhl
TEST RUN BETWEEN _(0 -- FT AND 7 FT
PERFORMED BY: /20 er (r t 7`A•wL' _ CERTIFIED BY' DoV&_ DATE: 5' /7. • P -r
72404 I6,791
w
�z
QNo
F W j
011'wm
zV)
0 �'
a
PERCOLATION TEST
N 89.55'300E 258.00' (R) jL
1
DRAINAGE DITC `� o
PROPOSED LOCATION
OF OUTDOOR PRIVY \ 1
i
- 90.08'30" (R)
= 20.00'
= 20.05'
L =-31.47' - - -
10' UTILITY EASEMENT
---�--------�
237.95'
VICINITY MAP
36 W N 31 32 33
U.G. ELECTRIC
POWER POLE I MATANUSKA-S SITNA BOROUGH T 16
MUNICIPALITY F ANCHORAGE T 15
THIS PLAT
40, 6 5 4
EKLU>'Nq
50' 25' 0' 50' 12 k 7 8 Fk[ 9
1" = 50 'Ire
U.S.G.S. QUAD. ANCHORAGE B-6 NW
SCALE: 1' = 1 MILE
LEGEND
o -0--fl— 4' POST / WIRE FENCE
EXISTING DRAINAGE PATTERN
vwv EDGE OF VEGETATION
(R) RECORD PER PLAT 88-6
o LOT 9 . FOUND 5/8" REBAR PROPERTY CORNER, GOOD CONDITION
BLOCK 2
o _ �EOFA.4.1111
01 CERTIFICATIONDD.IA, A LICENSED AND REGISTERED ALASKA P.E• f
cn y�P �y'�� PROFESSIONAL LAND SURVEYOR DO HEREBY CERTIFY THAT I HAVE
zr 49T :ir PERFORMED A TOPOGRAPHIC AND AS -BUILT SURVEY OF THE
,,r,�' / PROPERTY DESCRIBED HEREON, AND THAT THE DIMENSIONS AND
Fm
LOCATION rj LOCATION OF ALL IMPROVEMENTS SHOWN HEREON ARE TRUE AND
� o . o CORRECT.
No. 3..... . -
v
e';'.a`�;:p5,� SIGNED: Amt -•��
DATE: / I a, z o 20 I O
Vii. :...h�•111
i •:' :' •• yam' 1
' TOPOGRAPHICAL AND AS—BUILT SURVEY
'((.•�'!•• FOR A PROPOSED OUTDOOR PRIVY
1 Ho. I]6: a LOT 10 BLOCK 2 PIONEER ESTATES SUBDIVISION. PLAT 88-6,
RECORDED IN THE STATE OF ALASKA DISTRICT RECORDERS'S
OFFICE IN ANCHORAGE, ALASKA ON FEBRUARY 19TH, 1988 AND
.s-
� -- MORE PARTICULARLY DESCRIBED AS LOCATED IN THE NORTH 1/2,
S.E. 1/4, SECTION 6, L 15 N, R. 2 EAST,
SEWARD BASE AND PRINCIPAL MERIDIAN, ALASKA.
MUNICIPALITY OF ANCHORAGE, ALASKA
FRED WALATKA AND ASSOCIATES.
FB 3107 WEST 29TH AVE., ANCHORAGE, AK 99517
PAGES I S-3255 I SCALE: 1"-50' 1 SHEET 1 OF 1 I GRID N.E. 1412 1 MAY 18, 2010
X TBM AUTHOR
ASSUMED ELEV. 100.00'
F
.r1
z
Li
/N
n
M
LOT 10
LL'
BLOCK 2
•o
PIONEER ESTATES SUBDIVISION
0
(PLAT 88-6)
b
C)
z
\
y
- 90.08'30" (R)
= 20.00'
= 20.05'
L =-31.47' - - -
10' UTILITY EASEMENT
---�--------�
237.95'
VICINITY MAP
36 W N 31 32 33
U.G. ELECTRIC
POWER POLE I MATANUSKA-S SITNA BOROUGH T 16
MUNICIPALITY F ANCHORAGE T 15
THIS PLAT
40, 6 5 4
EKLU>'Nq
50' 25' 0' 50' 12 k 7 8 Fk[ 9
1" = 50 'Ire
U.S.G.S. QUAD. ANCHORAGE B-6 NW
SCALE: 1' = 1 MILE
LEGEND
o -0--fl— 4' POST / WIRE FENCE
EXISTING DRAINAGE PATTERN
vwv EDGE OF VEGETATION
(R) RECORD PER PLAT 88-6
o LOT 9 . FOUND 5/8" REBAR PROPERTY CORNER, GOOD CONDITION
BLOCK 2
o _ �EOFA.4.1111
01 CERTIFICATIONDD.IA, A LICENSED AND REGISTERED ALASKA P.E• f
cn y�P �y'�� PROFESSIONAL LAND SURVEYOR DO HEREBY CERTIFY THAT I HAVE
zr 49T :ir PERFORMED A TOPOGRAPHIC AND AS -BUILT SURVEY OF THE
,,r,�' / PROPERTY DESCRIBED HEREON, AND THAT THE DIMENSIONS AND
Fm
LOCATION rj LOCATION OF ALL IMPROVEMENTS SHOWN HEREON ARE TRUE AND
� o . o CORRECT.
No. 3..... . -
v
e';'.a`�;:p5,� SIGNED: Amt -•��
DATE: / I a, z o 20 I O
Vii. :...h�•111
i •:' :' •• yam' 1
' TOPOGRAPHICAL AND AS—BUILT SURVEY
'((.•�'!•• FOR A PROPOSED OUTDOOR PRIVY
1 Ho. I]6: a LOT 10 BLOCK 2 PIONEER ESTATES SUBDIVISION. PLAT 88-6,
RECORDED IN THE STATE OF ALASKA DISTRICT RECORDERS'S
OFFICE IN ANCHORAGE, ALASKA ON FEBRUARY 19TH, 1988 AND
.s-
� -- MORE PARTICULARLY DESCRIBED AS LOCATED IN THE NORTH 1/2,
S.E. 1/4, SECTION 6, L 15 N, R. 2 EAST,
SEWARD BASE AND PRINCIPAL MERIDIAN, ALASKA.
MUNICIPALITY OF ANCHORAGE, ALASKA
FRED WALATKA AND ASSOCIATES.
FB 3107 WEST 29TH AVE., ANCHORAGE, AK 99517
PAGES I S-3255 I SCALE: 1"-50' 1 SHEET 1 OF 1 I GRID N.E. 1412 1 MAY 18, 2010