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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 System Permit
Permit Number: OSP231388
Work Type: Well Initial
Tax Code Number: 05038184000
Site Legal Address: HARMANY RANCH - EAGLET AERIE LT 4 G:0260
Site Mailing Address: 8213 HARMANY RANCH RD, Eagle River
Owner: PALMER ADRIAN
Design Engineer:
This permit is for the construction of:
Effective Date:
Expiration Date
n�cnt S
0
O
Department
Lot Size in Sq Ft:
Total Bedrooms:
11 /7/2023
11 /6/2024
87421
❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Q 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
Received By: SSA l /}'� �l IDS
Issued By:
Date:
Date:
4
MUNICIPALITY OF ANCHORAGE
Aw
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section - Fax: 907-343-7997
ON -SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 050-381-8L/
Property owner(s) PALMER, ADRIAN Day phone
Mailing address 17551 BEAUJOLAIS DR, EAGLE RIVER, AK 99577
907-888-5727
Site address 8213 HARMANY RANCH RD, EAGLE RIVER, AK 99577
Legal description (Sub'd., Block & Lot) HARMANY RANCH - EAGLET AERIE, LOT 4
Legal description (Township, Range & Section)
Lot Size 87,421 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field ❑ Initial n
Single Family (SF) [l
Septic Tank ❑ Upgrade ❑
(w/wo ADU)
Holding Tank ElRenewal ❑
Duplex (D) ❑
Privy ❑
Multiple Dwellings ❑
(SF and/or D)
Private Well ❑
Water Storage n
THIS APPLICATION INCLUDES A 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.ef'64apghrowner or authorized agent)��A�yo� W
Permit/Rush Fees: t � o Waiver Fees:
Date of Payment: ( I17 Zo Z Date of Payment:
Receipt Number:
Permit No. _ DS P 13 11? Y
Receipt Number:
Waiver No.
GADevelopment Servicesftilding Safety\On Site Water and WastewateffonnsMient FormsTermit Application.doc
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
hftp://www.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP231354
Work Type: WellSeptic Renewal
Tax Code Number: 05038184000
Site Legal Address: HARMANY RANCH - EAGLET AERIE LT 4 G:0260
Site Mailing Address: 8213 HARMANY RANCH RD, Eagle River
Owner: PALMER ADRIAN
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date:
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
Tient S
c
i
Deparnnent
10/17/2023'
10/16/2024
87421
Q 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 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:
+, Confirmation perc test required prior to construction. Submit results with the IR.
� 1
Resented -B -y: 5, ue fu v d n . Date:
Issued By: 41 Date: I L171:5
4
, UTY OF A\ HCHORA E
k�
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. 050-381-84
Property owner(s) Adrian Palmer Day phone
Mailing address 17551 Beaujolais Drive, Eagle River, 99577
Site address 8213 Harmany Ranch Road
Legal description (Sub'd., Block & Lot) Harmany Ranch -Eaglet Aerie Lot 4
Legal description (Township, Range & Section)
Lot Size 87,421 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(N all that apply)
Absorption Field ❑X Initial ❑ Single Family (SF) ❑X
Septic Tank INUpgrade El(w/wo ADU)
❑
Holding Tank ElRenewal ❑X Duplex (D)
Multiple 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
app/plicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: -44 23 Z Waiver Fees:
Date of Payment: 1011;710-3, Date of Payment:
Receipt Number. Receipt Number:
Permit No. ,IS/o2 �� /3.5 �� Waiver No.
Permit App_::- : ._..:c
October 16, 2023
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Harmany Ranch-Eaglet Aerie L4 - 8213 Harmany Ranch Rd
Septic System Permit Renewal
Dear On-Site Services Engineer:
The permit (OSP221328) for the construction of a well and septic system on the subject property
has expired. A site visit was conducted and we noted that there are no substantial changes to the
design or location of the septic system since this permit was originally issued. The current design
and permit conditions meet all code requirements. We are requesting a permit renewal.
Sincerely,
Benjamin Schiller, PE
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231354, Deb Wockenfuss, 10/17/23
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: OSP221328
Work Type: WellSeptic Initial
Tax Code Number: 05038184000
Site Legal Address: HARMANY RANCH - EAGLET AERIE LT 4 G:0260
Site Mailing Address: 8213 HARMANY RANCH RD, Eagle River
Owner: PALMER ADRIAN
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date
Expiration Date:
ent
v r,
v.
t.�e1)artinent
Lot Size in Sq Ft:
Total Bedrooms:
9/8/2022
9/8/2023
87421
Q 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 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:
• Confirmation perc test required prior to construction. Submit results with the IR.
CDS( 810J�nq reyel-ve- cn54-ead
J t ✓ Y /G/2 7/Z -z-
Received
Received By:
Issued By:
Date:
Date: Z
4
MUMMPAUTY OF AH C CLOG AO
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. 050-381-84
Property owner(s) Adrian Palmer Day phone
Mailing address 17551 Beaujolais Drive, Eagle River, 99577
Site address NHN Harmany Ranch Road
Legal description (Sub'd., Block & Lot) Harmany Ranch -Eaglet Aerie Lot 4
Legal description (Township, Range & Section)
Lot Size 87,421 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
0
Initial 0
Single Family (SF)
(w/wo AD U)
Septic Tank
❑X
Upgrade ❑
(D) ❑
Holding Tank
❑
RenewalDuplex
❑
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
0
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.
J
(Signature of property owner or authorized agent)
Permit/Rush Fees: -# g2O Waiver Fees:
Date of Payment: `h7/S-7- Date of Payment:
Receipt Number: 0/12;S5 LID Receipt Number:
Permit No. 03P22.1 328 Waiver No.
Permit App_'-'-:- ,_.,:c
August 16, 2022
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Harmany Ranch-Eaglet Aerie, Lot 4 – Harmany Ranch Road
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. No conflicts exist between this proposed system and any other well or septic
system, whether on this lot or adjacent lots.
The ground surface on the lot slopes moderately toward the road at 20-25% slopes, but near the
upper area the slopes are closer to 10%. It is in that flatter area that the new septic system is located.
(There are no slopes greater than 25% within 50 feet downslope of either the primary or alternate
site.) 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 50’ from all
wells and surface water, and more than 5’ away from the septic tank. The alternate site is located
more than 16’ away.
Please refer to the attached test hole logs, soils lab analysis, 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
OSP221328, Deb Wockenfuss, 09/08/22
HARMANY RANCH - EAGLET AERIE, LOT 4
10' T&E EASEMENT
LOT 3
\
` \ 2-60' LONG x 5' WIDE,
0.5 EFFECTIVE 9EPTH
\ / — ABSORPTION T�tENCH
\. MIN 6' SEPARATION
APPROX LOCATI9gN\OF
NEIGHBORING SEPTIC WSTEI
/ TH#1
i
ALTERNATE SITE
\ TH#11A / V
\ \ 420
416�/� �
® '400
PROP0 ED
- -LQT 10 -
380 • ; \ I ,� ��\
-
,LOT 91
Yi
LOT 4
TRACT A
/— EXTENT OF MOUND \
LOT 5
1500 -GAL FAP ADVANTEX
TANK W/ AX -20 POD AND
DISCHARGE PUMP BASIN
MAINTAIN 10' FROM
FOUNDATION
FOUNDATION,DRAIN
\ ENSURE TRENCHES HAVE \�
J 10' SEPARATION \
PROJECTED OUTFALL OF \
,WELL FOUNDATfbN DRAIN \ LOT
I APPROX LgCATION OF o
T NEIGHBORING SEPTIC SYSTEM �
/
15'T&; EASEMENT
LOT 8
JET. -N. -RING NOTE:
NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 100' OF THE LEGEND
PROPOSED SEPTIC SYSTEM
CO -CLEANOUT
ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS 2CO - DOUBLE CLEANOUT
PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC FCO - FOUNDATION CLEANOUT
SYSTEMS. FS - FLOW SPLITTER VALVE
0 100 200 MH - MANHOLE
FEET MT - MONITORING TUBE
SV - SEPTIC VENT
1"=100' TH -TEST HOLE
HARMANY RANCH - EAGLET AERIE, LOT 4
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
Benjamin Schiller
CE 12592R
EGISTEREDPROFES S I O N ALENGINEERSep 02, 2022
DRAINFIELD ROCK
5'
2'
6"
DESIGN FACTORS:SYSTEM REQUIREMENTS:
600 GPD PEAK FLOW
PERK RATE: 78.9 MIN/IN
APPLICATION RATE: 1.0 GPD/SF
MOUNDED SHALLOW TRENCH SYSTEM
1500-GAL ADVANTEX TANK W/ AX-20 POD
BOTTOM OF TRENCH: 1.0' BELOW GRADE
FLOW LINE ELEVATION: 0.5' BELOW GRADE
TOP OF TRENCH: 1.5' ABOVE GRADE
600 GPD / 1.0 GPD/SF /5' WIDE / 0.5 DEEP * 1 (RED) = 120 LF TRENCH REQUIRED (120 LF SPECIFIED)
2" PVC w/ 20 - 1
8"
ORIFICES EVENLY
SPACED (HOLES DOWN)
EVERY 6' ON CENTER
6"
2" INSULATION
3:1 MAX SIDE SLOPES
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221328, Deb Wockenfuss, 09/08/22
MUNICIPALITY OF ANCHORAGE 4��iirtrttiot1
DEVELOPMENT SERVICES DEPARTMENT �� - E OF i***.
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 ,1— A
I 49th i.‘ r} ;�, %
SOILS LOG - PERCOLATION TEST • �L.. :`nicsk
14.'.MICHAEL E. ANDERSON II
LEGAL DESCRIPTION: LOT 4, HARMANY RANCH SUBDIVISION 111✓J,`., No. CE-4381 / �
PERFORMED FOR: JERRY HARMAN X444 R S"�1.�44s
DATE: 8/11/2014 PROJECT No.:
PARCEL ID#: TECHNICIAN: J. BERKRAM Professional Engineers Stamp:
DEPTH TEST HOLE 11
(feet)
OB/OG SLOPE SITE PLAN
1
2
4
3
4 _. . .._ SILTY GRAVEL
G. WITH SAND
5 GM/SM/ML SEE SITE PLAN 1
4
6 • I
. . . 4
7 G -
8
e . .
9 . a.
10 4 BOH @ 10' WAS GROUND WATER ENCOUNTERED? YES
IF YES @ WHAT DEPTH'' 4.0' 5
DEPTH OF WATER AFTER MONITORING: 4.0' L 5%
1 1DATE OF MONITORING: 10/15/IL D
5/15/15 -4.5' -
12
GROSS TIME NET TIME DEPTH TO NET DROP
13 DATE READING (MINUTES) (MINUTES) WATER (INCHES)
INCHES)
14 TEST HOLE PRESOAKED PRIOR TO TESTING:
15 8/11 1 1:30 1.75"
16 2 2:00 30 2.13" 0.38"
3 2:01 1.88"
17 4 2:31 30 2.25" 0.37"
18 5 2:32 1.75"
19 6 3:02 30 2.13" 0.38"
20
PERCOLATION RATE:78•9(MIN/INCH) PERC. HOLE DIA. 6" (INCHES)
TEST RUN BETWEEN: 2.5 FT. and 3.5 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I,MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 7/27/17
MUNICIPALITY OF ANCHORAGE ••••�►t+'+�i',ii1,
DEVELOPMENT SERVICES DEPARTMENT P�� ...Aq
. s1
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 114
;:co' 49th i- `,o,%
SOILS LOG - PERCOLATION TEST i �,41 r
•
•,�'•MICHAEL E. ANDERSON t
LOT 4, HARMANY RANCH SUBDIVISION
.6.‘„.+ o. CE4381 'mai
LEGAL DESCRIPTION: Z, 4 j ••
PERFORMED FOR: JERRY HARMAN 1.44 "Iti••
DATE: 8/29/17 PROJECT No.: ,�Aii��••••
PARCEL ID#: TECHNICIAN: J. MILLETTE Professional Engineers Stamp:
DEPTH TEST HOLE 11A
(feet)
OB/OG SLOPE SITE PLAN
1
2 SILTY GRAVEL
.a WITH SAND
3 a • GM/SM/ML
4
5 o SEE SITE PLAN
6
7
8
9
WAS GROUND WATER ENCOUNTERED? NO
10
IF YES « WHAT DEPTH'? S
DEPTH OF WATER AFTER MONITORING: **** 5%
11 DATE OF MONITORING:
12
GROSS TIME NET TIME DEPTH TO NET DROP
13 DATE READING (MINUTES) (MINUTES) WATER (INCHES)
(INCHES)
14 TEST HOLE PRESOAKED PRIOR TO TESTING:
15 8/29 1 9:46 0.00"
16 2 10:16 30 5.75" 5.75"
3 10:19 0.00"
17 4 10:49 30 5.50" 5.50"
18 5 10:50 0.00"
19 6 11:20 30 5.50" 5.50"
20
PERCOLATION RATE:5.4 (MIN/INCH) PERC. HOLE DIA. 6" (INCHES)
TEST RUN BETWEEN: 2.0 FT. and 3.0 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. PERCOLATION TEST ONLY. NO MONITOR TUBE SET.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 10/20/17
MUNICIPALITY OF ANCHORAGE _40•s simiti,
DEVELOPMENT SERVICES DEPARTMENT •••p•E ��•1s
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 °• •
�� •
i 49th * t. %
SOILS LOG - PERCOLATION TEST �y✓� ,. , —1
�. AHICHAEL E. ANDERSON.;=
LEGAL DESCRIPTION: LoT 4, HARMONY RANCH SUBDIVISION �i.�'''•% 2;CE 4381 �:
PERFORMED FOR: JERRY HARMAN �4��.• a' P�� �
� �POF'ESS�� �*
DATE: 10/15/13 PROJECT No.: --lits alis��
PARCEL ID#: TECHNICIAN: A. HARALA Professional Engineers Stamp:
DEPTH TEST HOLE 17
(feet)
1 OB/OG SLOPE SITE PLAN
2 A a
4
3
SILTY GRAVEL
4 — 4 WITH SAND
5 GM/SM O SEE SITE PLAN
v z o Z
6 GRAY/BROWN
A
7 c
48
v
9
A
10
WAS GROUND WATER ENCOUNTERED? YES
IF YES @ WHAT DEPTH? 3-5'
BOH @ 10.5'DEPTH OF WATER AFTER MONITORING: 3.0' 2%
11 DATE OF MONITORING: 10/25/13
12
GROSS TIME NET TIME DEPTH To NET DROP
13— DATE READING (MINUTES) (MINUTES) WATER (INCHES)
(INCHES)
14 TEST HOLE PRESOAKED PRIOR TO TESTING:
15 10/15 1 1:22 5.38"
16 2 1:52 30 5.63" 0.25"
3 1:53 5.50"
17 4 2:23 30 5.75" 0.25"
18 5 2:24 5.50"
19 6 2:54 30 5.75" 0.25"
20
PERCOLATION RATE: 120(MIN/INCH) PERC.HOLE DIA. 6" (INCHES)
TEST RUN BETWEEN: 2 FT. and 2.5 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I,MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 2/8/14
OW\TR:
B}
(signature)
(Diva (print name)
Date: t SVE—P X?—
STATE
2
STATE OF ALASKA
) SS.
THIRD JUDICIAL DISTRICT )
�r
The foregoing insn•unIent.Ni� s acknowledged before me this I day of p
'0 by!VZ-/ 4 1-2
=G.CRUZPUBLIC OR AI S AVIV Commission expires: ��� My Comm0 44
MUNICIPALI/TAY:
By ' �Ut/, z "�{signature) Date: ZZ
vv �
/ (print name) Title:
(rev. 05/18/2018)
Page 3 of 3