HomeMy WebLinkAboutCANYON VIEW ESTATES BLK 1 LT 2
CANYON VIEW
ESTATES
Block 1
Lot 2
#021-021-35
Permit Number:OSP261202
Tax Code Number:02102135000
Work Type:WellSeptic Initial
Effective Date:
Design Engineer:
Site Legal Address:CANYON VIEW ESTATES BLK 1 LT 2 G:3042
Owner:HULTQUIST HOMES INC
Site Mailing Address:
Lot Size in Sq Ft:55237
Total Bedrooms:4
This permit is for the construction of:
Disposal Field Septic Tank Holding Tank Privy
Non-Public
Water 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. Coodinate with On-Site staff regarding preferred method.
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
7/9/2026
7/9/2027
PANNONE ENGINEERING SERVICES
Expiration Date:
þ þ ¨¨þ ¨
Issued To:
Issued By:
Date:
Date:
7/9/2026
7/9/2026
PANNONE ENGINEERING SERVICES
Curtis Townsend
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
MUNICIPALITY OF ANCHORAGE
e
Development Services Department \ Phone: 907-343-7904
On -Site Water & Wastewater Section
ON -SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 021-021-35
Property owner(s) Hultquist Homes, Inc.
Day phone
Mailing address 12570 Old Seward Highway Anchorage, AK 99515
Site address NHN Canyon Road
Legal description
Canyon View Estates Block 1 Lot 2
Number of Bedrooms 4
Engineering Firm Pannone Engineering Services, LLC.
Building Permit Number
Not Applicable ❑
APPLICATION IS FOR: APPLICATION IS AN:
(® all that apply)
Disposal Field
0 Initial 0
Septic Tank
0 Upgrade ❑
Holding Tank
❑ Renewal ❑
Privy
❑
Well
0
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
�
Permit/Rush Fees: � ` q g5/ Waiver Fees:
Date of Payment:(y a�' Date of Payment:
Permit No. QSP a- ! `Z0 Z Waiver No.
May 2025
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261202, Curtis Townsend, 07/09/26
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TH-2A (PES 2020)
(P) FAP 3.0 AWWTS PACKAGE.
BALLAST PER MANUFACTURER
INSTALLATION MANUAL
(P) DISCHARGE
PUMP BASIN.
BALLAST PER
MANUFACTURER
INSTALLATION
MANUAL
(P) FCO
(P) INSTALL DRAIN FIELD
25LF x 5.0'W x 0.5'ED x 2.5'TD
INSTALL MT AT EACH END
1-1/4"Ø SCH 40 PVC W/ 1/8" HOLES AT 24"
O.C. (QTY 13 HOLES EQUALLY SPACED)
PRESSURE LATERAL.
MOUND AND OR INSULATE TO CREATE 3.0'
MIN EQUIVALENT COVER.
(P) APPROX. TOE OF
MOUND
RESERVE FIELD (NIC)
(P)
4
B
R
SF
R
GF
F
=1
1
3
7
.
50
(P) WELL
(P) 50' WELL
RAD.
(P) 100' WELL
RAD.(P) APPROX. TOE OF
FILL
TH-2 (PES 2019)
12.1'
28.5'
26.3'
110.2'
38.8'
127.6'
TO PROP.
CORNER
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NEW SEPTIC
DESIGN PARAMETERS
PRIMARY/RESERVE SEPTIC SYSTEM
NO. BEDROOM: 4(600 gpd)
TANK SIZE: 1500g ADVANTEX FAP
3.0 W/ AX-20 POD
PERC RATE: 6 MPI
SOIL RATING: 5.0 GPD/SF
AREA RQD: 120 SF
SYS. TYPE: 5'W X 0.5' E.D.
MIN LENGTH: 24.0 LF
USE:
TANK: 1500g ADVANTEX FAP 3.0
W/AX-20 POD AND
DISCHARGE PUMP BASIN
FIELD: 25LFx5'Wx0.5' E.D., +1.0' TD
TOTAL AREA: 125 SF
WATER LINE / WELL
RADIUS
ESMT/SETBACK
STORM RUNOFF
FLOWLINE
THE CONTRACTOR, AND OR THE PROPERTY OWNER RESPONSIBLE FOR THE INSTALLATION OF THE PROPOSED WASTEWATER TREATMENT SYSTEM SHALL NOTIFY PES A
MINIMUM OF 24-HOURS IN ADVANCE MONDAY THROUGH FRIDAY OF THE REQUIRED PRE-CONSTRUCTION INSPECTION. AT THIS TIME A REPRESENTATIVE OF PES AND THE
CONTRACTOR OR PROPERTY OWNER WILL
1. DISCUSS CONSTRUCTION PROCEDURES AND DESIGN REQUIREMENTS.
2. VERIFY SITE CONDITIONS CONFORM TO THE DESIGN PLANS AND PERMIT.
3. VERIFY THE PROJECT LAYOUT CONFORMS TO THE DESIGN PLANS AND PERMIT.
(Ref: AMC 15.65)
PLEASE REFER TO THE NOTES AND SPECIAL PROVISIONS PAGE FOR MORE INSPECTION INFORMATION.
PES SHALL NOT BE HELD LIABLE FOR INSTALLATIONS NOT MEETING THE REQUIREMENTS OF 18 AAC 72 AND/OR AMC 15.65 AND THE SPECIAL PROVISIONS OF THIS PERMIT AS
APPLICABLE IF THE CONTRACTOR AND OR PROPERTY OWNER FAIL TO GIVE PES PROPER NOTICE. PES WILL ATTEMPT TO DOCUMENT THE SYSTEM AND OBTAIN ANY NECESSARY
WAIVERS AT THE CONTRACTOR AND OR PROPERTY OWNERS EXPENSE. PES MAKES NO GUARANTEES THAT ANY NEEDED SEPARATION DISTANCES WAIVERS WILL BE APPROVED
BY ADEC OR THE MUNICIPALITY OF ANCHORAGE ONSITE DEPARTMENT STAFF.
ABBREVIATIONS
CO CLEAN OUT NO.
DCO DOUBLE CLEANOUT
DV DIVERTER VALVE
(E) EXISTING
FC FOUNDATION CLEANOUT
FS FLOW SPLITTER
MT MONITOR TUBE NO.
MH MANHOLE NO.
(N) NEW
NIC NOT IN CONTRACT
(P) PROPOSED
R.I. RIGID INSULATION
TH TEST HOLE
TYP TYPICAL
SHEET NOTES:
1. CONTRACTOR TO ENSURE DISCHARGE LINE FROM AUXILIARY PUMP VAULT TO
DRAIN FIELD MAINTAINS 3.0' SOIL COVER. CONTRACTOR TO ENSURE LINE DRAINS
BACK TO PUMP VAULT DURING EACH CYCLE (SLOPE MINIMUM 0.5%-2.0%).
2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AROUND TANK, LIFT STATION
AND FIELD. TANK, POD AND LIFT STATION ACCESS POINTS SHALL EXTEND 3" MIN.
ABOVE FG PER MANUFACTURER.
3. CONTRACTOR TO COORDINATE TRUNK LINE INVERT DEPTH AT FOUNDATION TO
ENSURE THAT FAP UNIT REMAINS COMPATIBLE FOR INSTALLATION.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261202, Curtis Townsend, 07/09/26
PROFILE
SCALE: NTS
MT
41.0OG: 39.5
TH-2A
OG/FG:41.541.0
BOH
REMOVE ORGANICS AND GM LAYER
BELOW DRAIN ROCK &
REPLACE W/ MOA SAND
FG: 43.5 FG: 43.5
16
8
9
6
7
5
3
4
2
OR
1
SM/ML
TEST HOLE PERFORMED: 10/07/2020
GROUND WATER OBSERVED: 10/28/20
SILTY SAND
DRAIN ROCK 6" ABOVE PIPE INV
11
4"Ø DRAIN PIPE W/ 1/8" HOLES @ 18.0"
O.C. (QTY 17 HOLES TOTAL)
FILTER FABRIC
0.5' MOA DRAIN ROCK
2" R.I. OVER FIELD
2:1
MAX.
TS&V MOUND.
INSTALL JUTE MAT IF STEEPER
THAN 3:12:1 MAX .
FCO
MT
ANTI-BUOYANCY
COLLAR PER
MANUFACTURER
INLET: 32.6
MH1
AX-20 POD
LID EL=37.5 FG:
37.2 LS
GM
FG:
37.2
10/28/2040.540.5
2.0' MIN.
OG: 35.0
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NOTES:
1. INDICATED ELEVATIONS ARE APPROXIMATE BASED
UPON PROPOSED GARAGE FINISHED FLOOR
ELEVATION OF 1137.50' AND 2015 MOA LIDAR
TOPOGRAPHICAL DATA.
2. INDICATED ELEVATIONS ASSUME BASE ELEVATION
OF 1100.00'.
3. CONTRACTOR TO COORDINATE AND VERIFY
FINISH FLOOR AND MAIN DRAIN INVERT
ELEVATIONS PRIOR TO INSTALLATION.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261202, Curtis Townsend, 07/09/26
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TH-2A
OR
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DATE PERFORMED: 07OCT2020
13
14
15
16
SM/
ML
GM
10/28/20202:1 M
A
X
CLEAN GRAVEL OR NATIVE
FILL FREE OF ORGANIC
MATERIAL, TIGHT SILT, AND
CLAY.
INSTALL JUTE MAT ON TOP OF 4" MIN TOP SOIL AND
SEED
IF JUTE MAT IS NOT USED
MAXIMUM MOUND SLOPE IS 3:1
ADJUST LOCATION OF DRAIN FIELD AS NEEDED TO KEEP
MOUND FILL ON THE SUBJECT PROPERTY.
REMOVE ORGANICS AND
GM LAYER.
LEVEL EXCAVATION WITH
MOA SAND TO 1' ABOVE
ORIGINAL GRADE ON HIGH
SIDE.
1-1/4"Ø PRESSURIZED DISTRIBUTION PIPE W/ 1
8"
HOLES @ 2' O.C. (QTY 13 EQUALLY DISTRIBUTED)
DRAIN ROCK 6" ABOVE PIPE INVERT
INSTALL FILTER FABRIC OVER DRAIN ROCK
0.5' DRAIN ROCK
OG
FG
2" R.I.2.0' MIN.
REMOVE ORGANICS BENEATH
AREAS OF FILL (TYP)
FIELD CROSS SLOPE
SCALE: 1" = 8'
1.0' MIN.
≈2.0'≈3.5'
3 :1 SHOW
N
,
2:1 MA X
4" MIN TOP SOIL AND SEED
MAXIMUM MOUND SLOPE IS 2:1
REMOVE ORGANICS BENEATH
AREAS OF FILL (TYP)
O G
FG
CLEAN GRAVEL OR NATIVE
FILL FREE OF ORGANIC
MATERIAL, TIGHT SILT, AND
CLAY.
BUOYANCY COLLAR
INSTALLED PER
MANUFACTURER
FAP 3.0 ADVANCED
TREATMENT UNIT.
INSTALL PER
MANUFACTURER
GUIDELINES
ENSURE POSITIVE DRAINAGE
ON ALL SIDES OF TANK, POD
AND PUMP RISERS (TYP)
TANK CROSS SLOPE
SCALE: 1" = 8'
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Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261202, Curtis Townsend, 07/09/26
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1. GENERAL NOTES:
1.1. ANY MODIFICATIONS TO THE ATTACHED PLANS NEED TO BE APPROVED BY PES AND THE OWNER OF THE PROPERTY.
1.2. PES SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE BEFORE CONSTRUCTION OF THE PROPOSED WASTEWATER
TREATMENT SYSTEM.
1.3. PES SHALL BE NOTIFIED A MINIMUM OF 24 HOURS IN ADVANCE TO PERFORM A MINIMUM OF FOLLOWING INSPECTIONS:
1.3.1. A PRE CONSTRUCTION MEETING IS REQUIRED BY STATE AND MUNICIPAL REGULATIONS BEFORE A ONSITE WASTEWATER
TREATMENT SYSTEM MAY BE INSTALLED.
1.3.2. TOP OF SEPTIC AND OR HOLDING TANK (TANK IS SET IN PLACE LEVEL WITH ALL PIPING ATTACHED (CLEANOUTS, MANHOLES,
INLET AND OUTLET PIPING).
1.3.3. BOTTOM OF EXCAVATION OF THE DRAIN FIELD/S.
1.3.4. AFTER PLACEMENT OF FILTER SAND (IF NEEDED).
1.3.5. AFTER INSTALLATION OF THE DRAIN ROCK WITH ALL ASSOCIATED PIPING IN PLACE INCLUDING DISTRIBUTION LINES
CLEANOUTS AND MONITOR TUBES PRIOR TO INSTALLATION OF FILTER FABRIC AND INSULATION (IF NEEDED).
1.3.6. FINAL GRADE INSPECTION. ENTIRE SYSTEM IS INSTALLED AND BACKFILLED.
1.4. THE ENGINEER (PES) HAS NO CONTRACTUAL RELATIONSHIP WITH THE CONTRACTOR (THE INSTALLER OF THE SYSTEM) AND,
THEREFORE, HAS NO AUTHORITY, CONTROL OR RESPONSIBILITY FOR THE CONTRACTOR'S EMPLOYEES, THE QUALITY OF WORK,
THEIR COMPLIANCE WITH THE DESIGN DRAWINGS/SPECIFICATIONS OR THEIR MEANS/METHODS OF CONSTRUCTION. AT
APPROPRIATE INTERVALS, THE ENGINEER WILL VISIT THE WORKSITE TO OBSERVE THE QUALITY OF THE CONSTRUCTION AND TO
DETERMINE IN GENERAL IF THE CONSTRUCTION IS PROCEEDING IN ACCORDANCE WITH THE DESIGN
DRAWINGS/SPECIFICATIONS.THE ENGINEER WILL NOTIFY THE OWNER IF DEFICIENCIES ARE OBSERVED; HOWEVER, THE FAILURE OF
THE ENGINEER TO OBSERVE A DEFICIENCY WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR CORRECTING ANY
SUCH DEFICIENCY. THE ENGINEER WILL PREPARE RECORD DRAWINGS AND SUBMIT THEM TO THE REGULATORY AGENCY HAVING
JURISDICTION OVER THE WASTEWATER TREATMENT SYSTEM (ADEC OR MOA). FINAL APPROVAL OF THE WORK AND CORRECTION
OF ANY DEFICIENCIES IS BETWEEN THE OWNER, THE CONTRACTOR, AND THE REGULATORY AGENCY HAVING JURISDICTION OVER
THE WASTEWATER TREATMENT SYSTEM (ADEC OR MOA).
2. SCOPE AND SPECIFICATIONS:
2.1. ALL CONSTRUCTION SHALL BE AS SPECIFIED IN THE ATTACHED PLANS. CONSTRUCTION ACTIVITIES SHALL ALSO BE IN
ACCORDANCE WITH THE MOST CURRENT EDITION OF THE FOLLOWING CODES AND POLICIES AS APPLICABLE.
2.1.1. 18 AAC 72
2.1.2. AMC 15.65
2.1.3. AMC 15.55
2.1.4. MOA STANDARD SPECIFICATION FOR COMPONENTS PARTS AND MATERIALS.
2.1.5. ADEC ONSITE WASTEWATER SYSTEMS INSTALLATION MANUAL (OWSIM).
2.1.6. MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS).
2.2. SCOPE OF WORK: INSTALL SYSTEM IN ACCORDANCE WITH THE ATTACHED DESIGN AND SPECIFICATIONS.
2.3. GROUNDWATER WAS ENCOUNTERED AT A DEPTH OF 1 FOOT BELOW EXISTING GRADE. IF AN APPARENT WATER TABLE IS
OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 1 FOOT BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY.
2.4. STRUCTURES DEPICTED ON THE SITE PLAN ARE BASED UPON ONE OF THE FOLLOWING: CONCEPTUAL PLOT PLAN DEVELOPED BY
OWNER; A PLOT PLAN DEVELOPED BY RLS; OR A SURVEY AS-BUILT.
3. CONSTRUCTION SPECIFICATIONS:
3.1. ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE ENGINEER IF ACTUAL FIELD
CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN
3.2. EXCAVATE THE DRAIN FIELD. BOTTOM OF EXCAVATION SHALL BE LEVEL AND SCARIFIED. RECORD ELEVATIONS AT BEGINNING,
MIDDLE AND END OF TRENCH BOTTOM. CONSTRUCTION EQUIPMENT SHALL NOT OPERATE ON THE FLOOR OF THE EXCAVATION.
ANY MATERIAL COMPACTED BY THE OPERATION OF THE CONSTRUCTION EQUIPMENT SHALL BE REMOVED AND REPLACED WITH
NON-COMPACTED MATERIAL.
3.3. PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL OR SPOILS
FROM EXCAVATION. LEVEL ROCK SURFACE TO ±1" PRIOR TO INSTALLING THE PERFORATED PIPE.
3.4. ALL PIPE SHALL BE SCHEDULE 40 ABS AND OR PVC CONFORMING TO ASTM F628 AND ASTM D3034 AS APPLICABLE OR ENGINEER
APPROVED EQUAL.
3.4.1. ALL PRESSURIZED SEWER LINES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC CONFORMING TO ASTM D1785 OR ENGINEER
APPROVED EQUAL
3.5. FOR MOA PROJECTS THE MINIMUM SOIL COVER SHALL BE 3 FEET OVER SEWER LINES AND DRAIN FIELDS AND 4 FEET OVER THE
SEPTIC TANK. ONE INCH OF INSULATION MAY BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER.
3.6. FOR STATE OF ALASKA (ADEC) PROJECTS THE REQUIRED SOIL COVER IF 4 FEET FOR ALL WASTEWATER SYSTEM COMPONENTS.
3.7. THE MINIMUM ALLOWABLE SOIL COVER SHALL OVER ANY WASTEWATER SYSTEM COMPONENT SHALL BE 2 FEET WITH 2 INCHES OF
APPROVED INSULATION.
3.8. ALL INSULATION SHALL BE 2" THICK DOW HI-40 INSULBOARD OR ENGINEER APPROVED EQUAL. CENTER INSULBOARD WIDTH OVER
SEPTIC TANK, DRAIN FIELD, OR SEWER LINES.
3.9. GEOTECHNICAL FABRIC SHALL BE TYPAR 3401 OR ENGINEER APPROVED EQUAL. LAP ALL JOINTS 2 FEET MINIMUM. GEOTECHNICAL
FABRIC SHALL CONFORM TO AASHTO M288 CLASS 3 AND HAVE THE FOLLOWING CHARACTERISTICS:
3.9.1. MINIMUM PERMITTIVITY (ASTM D4491) -0.5/sec
3.9.2. MAXIMUM APPARENT OPENING SIZE (ASTM D4751) - 0.20 TO 0.21mm (US SIEVE #70)
3.10. COVER THE DISTRIBUTION PIPE WITH A MINIMUM OF 2" OF SEWER ROCK AND COVER WITH GEOTEXTILE BEFORE PLACING
INSULATION AND BACKFILL.
3.11. MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS.
3.12. SLOPE ALL FILL MATERIAL TO DRAIN AT 2% MINIMUM SLOPE AND 3:1 MAXIMUM SLOPE AND IN SUCH A MANNER THAT PONDING
AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT AT 6" HIGHER THAN SHOWN TO ALLOW FOR
SETTLEMENT. SEED SURFACE AFTER COMPLETING INSTALLATION AS PER MOA CODE.
3.13. RECORD THE FINISH GROUND ELEVATION OVER THE BEGINNING, MIDDLE AND END OF SYSTEM.
3.14. MAINTAIN 5' SEPARATION BETWEEN PERCOLATION HOLE AND THE DRAIN FIELD TRENCH.
3.15. EXPOSE, PUMP AND FILL LOG DISPOSAL CRIB OR CONCRETE TANK WITH SOIL TO ABANDON IAW WITH MOA CODE IF NEEDED.
NOTES & SPECIAL PROVISIONS:
4. CONTRACTOR RESPONSIBILITIES:
4.1. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE CONDITIONS AND LOCATIONS OF
ALL LOT LINES, EASEMENTS, WELLS (E & P), SEPTIC SYSTEMS (E & P) AND SHALL MEET MINIMUM
SEPARATION DISTANCES OR AS NOTED.
4.2. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION
AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN
30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE
WORK.
4.3. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE
ATTACHED.
4.4. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES.
4.5. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK.
ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER.
4.6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED
DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE
DESIGN.
4.7. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED-LINE AS-BUILT DRAWINGS
TO THE ENGINEER. THE RED-LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS,
PIPE ELEVATIONS, AND TANK ELEVATIONS.
4.8. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE
BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN-OUTS AND MONITOR TUBES INSTALLED,
INSTALLED TANK AND FINAL GRADING.
5. THE CONTRACTOR SHALL CERTIFY THAT ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH THE
APPROVED PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS-BUILT REDLINES ARE TRUE AND
ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED.
BY ACCEPTANCE AND CONSTRUCTION OF THE ATTACHED PLANS THE OWNER, CONTRACTOR AND APPLICABLE
REGULATORY AGENCY AGREE TO THE PROVISIONS SET FORTH ON THIS PAGE AS APPLICABLE AND ANY
SUBSEQUENT SPECIFICATIONS (IF ATTACHED).
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261202, Curtis Townsend, 07/09/26
TH2
SO ILS LOG - PERCO LATIO N TEST
S LO PE SITE PLAN \ \ 1 \
TH
H2A \ \1 A I
IM
WAS GROUND WATER
ENCOUNTERED? N
IF YES, AT WHAT
DEPTH? —NA—
OR TOPSOIL
1
n 2 7 M A Y 2GM
2
DEPTH TO WATER
S ILTY S AND Y
MONITORING? 1.5'
GRAVEL ( BROWN)
3 -
4 -
4565 -
6— TEST
HOLE
7 SM/S AND Y SILT
M L TIG HT/ M O IST)
8
9
10
11
11 O CT 1 9
12
13
1 4
15
16
BOH
DATE PERFORM ED: 020C T 1 9
SITE PLAN \ \1 \
TH
H2A \ \1 AI
IM
WAS GROUND WATER
ENCOUNTERED? N
IF YES, AT WHAT
DEPTH? — NA—
DEPTH TO WATER AFTER
M ONITORING?11. 0'
DATE:11 O C T 1 9
DEPTH TO WATER AFTER
MONITORING?1. 5'
DATE:27M A Y 20
COMMENTS: Test hole excavated by WHITE RAVEN
PERFORMED BY: PES. I CERTIFY THAT THIS TEST
WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND
M UNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
SLOPE
TH 1
SOIL TEST RES U LTS / AN ALY S IS
PERCOLATION RATE XXXX ( m in/ inch)
Hydrologic Soils Group: HSG A)
R E Q U IR E S A W W T S & ER S
PERC HOLE DIAM ETER 6"
TEST RUN BETWEEN 4 FT AND 5 FT.
TEST RUN FOR OVER AN HOUR, LAS T
THREE READINGS PROVIDED.
W ATER RATE
READ ING D AT E NET TIM E LEVEL N ET D RO P (
M PI)READ ING
1
2
3
4
5
6
NO P ERCO LATIO N TEST
NO TES :PANNONE ENG SVC, LLC
SOILS REPO RT P. O. BOX 1807 PALMER, AK 99645
PHONE ( 907) 745- 8200 FAX ( 907) 745- 8201
CANYON VIEW ESTATES, BLOCK 1, LOT 2
DRAWN J R L SITE: CANYON ROAD
SO ILS LOGS
ANCHO RAG E, AK
Lm
D a te
04 / 16/ 2021
S c a le
NTS
P. I. D. NO
PERM IT N0.
S 1 25 4 5
S h e e t
4 OF 3 4
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261202, Curtis Townsend, 07/09/26
T H2A
1
2
3
4
5
6
7
8
9
10
11
12
13
1 4
15
16
SOILS LOG - PERCOLATION TEST
TOPSOIL
SLO PE
728 O C T 2
iILTY SANDY
RAVEL ( BROWN)
S AN D Y S ILT
TIGHT/ M OIST)
TEST
HO LE
BOH I
DATE PERFORM ED: 070C T 2020
WAS GROUND WATER
ENCOUNTERED?N
IF YES, AT W HAT
DEPTH? —N A—
DEPTH TO WATER AFTER
M ONITORING?1. 0'
DATE:28 0C T 202C
COMMENTS: Test hole excavated by BIG COUNTRY ENTERPRISES
PERFORMED BY: PES. I CERTIFY THAT THIS TEST
W AS PERFORM ED IN ACCORDANCE W ITH ALL STATE AND
M UNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
SOIL TEST RESULTS/ ANALYSIS
PERCOLATION RATE 4. 1 ( m in/ inch)
Hydrologic Soils Group: HSG A)
R E Q U IR E S A W W T S & E R S
PERC HOLE DIAMETER 6"
TEST RUN BETWEEN 2 FT AND 3 FT.
TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
SITE PLAN I \
TH
H 2A \ \ \
t
41
A
SLO PE
TH 1
READING DATE NET TIME
W ATER
LEVEL
READING
NET DROP
RATE
M PI)
1 1 5 J U N E2021 5. 16
2 21 MIN 11. 16 6. 00 3. 5
3 5. 16
4 10 M IN 7. 9 0 2. 74 3. 6
5 5. 16
6 10 M IN 7. 75 2. 59 3. 8
7 5. 16
8 10 M IN 7. 6 7 2. 51 3.9
9 5. 16
10 10 M IN 7. 61 2. 4 5 4 . 1
11 5. 16
12 10 M IN 7. 59 2. 43 4 . 1
13 5 . 16
1 4 10 M IN 7. 5 8 2. 42 4. 1
NO TES :PANNONE ENG SVC, LLC
SOILS REPORT P. O. BOX 1807 PALMER, AK 99645
PHONE ( 907) 745- 8200 FAX ( 907) 745- 8201
CANYO N VIEW ESTATES, BLO CK 1, LO T 2
D RAW N JR L SITE: CANYON ROAD
SOILS LOGS
ANCHO RAG E, AK
D a te
06 / 17/ 2021
S ca le
NTS
P. I. D. NO
PERM IT NO.
S 1 25 4 5
S h e e t
5 OF 3 4
MUNICIPALITY OF ANCHORAGE
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this `-'1 "h Day of of 20_1 , by and between
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 System . The Municipality grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),
described as 1 Advantex
located at (legal description)
2. Maintenance Repairs and Alterations.
(Owner is required to read, understand and initial each section)
6Q( 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 equipment's approval for operation in the Municipality.
can 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).
609 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.
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 1 of 3
Owner acknowledges that the Municipality may request records of maintenance and
r repairs from the manufacturer's representative or maintenance provider.
6P Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
4 Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
Owner agrees that any sale or transfer of title of the property will not occur without a new
Certificate of On -Site Systems Approval.
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.
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 of 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:
By; (signature) Date: % 26
C.d W1 cu Ic (print name)
STATE OF ALASKA )
ss.
THIRD JUDICIAL DISTRICT )
The foregoing instrument wgs acknowledged before me this—T4** day of �A� ,
202v, by CdCUA %V L-4ClVlst
STATE OF ALASKA
NOTARY PUB C 'OR A KA NOTARY PUBLIC
My Commission exPires: S ZL 2-07, 0 Ashlee L 9n9
MUNICIPALITY:
By: (signature)
C,va^�nS TO w,-Sfs-�
-.7 �
Date: " b
(print name) Title: L-
(rev. 05/18/2018) Page 3 of 3