HomeMy WebLinkAboutCANYON VIEW ESTATES BLK 2 LT 11
CANYON VIEW
ESTATES
Block 2
Lot 11
#042-081-46
Permit Number:OSP261199
Tax Code Number:04208146000
Work Type:WellSeptic Initial
Effective Date:
Design Engineer:
Site Legal Address:CANYON VIEW ESTATES BLK 2 LT 11 G:3042
Owner:HULTQUIST HOMES INC
Site Mailing Address:14222 CANYON RD, Anchorage
Lot Size in Sq Ft:134097
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
Development Services Department�Phone: 907-343-7904
On -Site Water & Wastewater Section
ON -SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 042-081-46
Property owner(s) HUltquist Homes, Inc.
Day phone
Mailing address 12570 Old Seward Hwy Anchorage, AK 99515
Site address 14222 Canyon Road
Legal description Canyon View Estates Block 2 Lot 11
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
Initial
Septic Tank
0 Upgrade ❑
Holding Tank
❑ Renewal ❑
Privy
❑
Well
0
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
Permit/Rush Fees: 1 Waiver Fees:
Date of Payment: 6 c �" Date of Payment:
Permit No. Waiver No.
May 2025
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panengak.com
2 July, 2026
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: Canyon View Estates Block 2 Lot 11
14222 Canyon Road
Well & 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
installation will serve a proposed four (4) bedroom house. This lot and surrounding lots are served by private wells.
Currently there are no wells within 100ft of the proposed installation.
1. Soils: A test hole was performed on this lot by Pannone Engineering Services on 06/17/2026. The approximate
location of this test hole is shown on the attached site plan. Groundwater seeps were observed during the
excavation of this test hole (TH-1) at a depth of 9.0’ below ground surface (BGS), and bedrock was not
encountered. Groundwater was observed in the test hole monitor tube after 7-days to a depth of 7.1’ BGS. Based
on the results of the percolation test conducted and overall soils appearance; an application rate of 6.0 gpd/SF
was used for the design of an advanced wastewater treatment system in the area of the existing test hole.
2. Soil Absorption System Design: See design package.
3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field.
4. Topography: See attached site plan for area topography. There are slopes exceeding 25% less than 50 feet down
gradient of the proposed drain field. The proposed drain field design conforms to the steep slope provisions of
AMC 15.65.210.B.4.a. Exception.
The soils in this area are Hydrologic Soils Group A which contains organics underlain by silty gravels and sands
(SM) & (GM), as shown on the attached soils log. Due to the nature of and observed drainage capacity of the soils
found in the area of the existing test hole (TH-1) (Hydrological Soils Group - A) the design infiltration line of 46%
for septic system installation on steep slopes should be used instead of the assumed/worst case soil classification
infiltration line of 25%. The slopes and soil types enable installation of the proposed system without effluent
daylighting at any distance of concern. Please see sheet 2 of the attached design package for slope details.
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.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261199, Curtis Townsend, 07/09/26
Mailing: P.O.Box 1807, Palmer, AK 99645
Telephone: (907) 745-8200 FAX: (907) 745-8201
The proposed installation will not affect the future development of this or the surrounding lots.
If you have any questions, please contact me at (907) 745-8200.
Sincerely,
SRP
Steven R. Pannone, P.E. F. ASCE
Owner | Principal Engineer
2 July 2026
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Lot 10
30 %-3
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TH34A
40%-4
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25 %-30 %
Lot 11
TH-1
10.0' (MIN.)
1200
4 BR
SFD
(P)
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29.6'
45.0'
6.0'
11
0
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7'
1
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4
.
9
'
23.0'
77.4'
WELL (P)
RECOMMENDED RLS TO STAKE
LOCATION & 50' RADIUS PRIOR
TO CONSTRUCTION
WELL (E)
MOA MAPPED
DRAINAGE WAY
TH-2023-10
INSTALL 1500gal ADVANTEX FAP 3.0 (P)
INSTALL FC BEFORE TANK.
INSTALL AUXILIARY PUMP VAULT AFTER.
BALLAST TANK & VAULT PER MFR SPECIFICATIONS.
ASSUMED PATH WATER SERVICE LINE (P)
(BY OTHERS)
INSTALL ABSORPTION FIELD (P)
20LF x 5.0'W x 0.5' E.D., 1.5'T.D.
USE 1.25''Ø SCH 40 PVC LAT. W/1
8''
HOLES @ 1.0' O.C. (21ct)
REPLACE ORGANICS BELOW
SYSTEM TO 1.5' BGS W/MoA
FILTER SAND.
INSTALL W/MT AT EACH END.
(SEE DETAIL A/SHEET 3)
MoA MAPPED DRAINAGE WAY (E)
(ACTIVE AS OBSERVED BY PES 06/17/2026)
~45LF± 1.25''Ø SCH 40 PVC (VAULT TO FIELD)
ORENCO AUX. PUMP VAULT (P)
INSTALL W/P2005HH EFFLUENT PUMP
(NOT PF2005) (SEE NOTES THIS SHEET)
RESERVE AREA
CAT III (NIC)
50' OFFSET FROM START
OF DRAINAGE WAY (E)
50' PROTECTIVE RADIUS
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NEW SEPTIC
DESIGN PARAMETERS
PRIMARY/RESERVE SEPTIC SYSTEM
NO. BEDROOM: 4(600 gpd)
TANK SIZE: 1500gal ADVANTEX W/AX-20
PERC RATE: 1-5 MPI
SOIL RATING: 6.0 GPD/SF
AREA RQD: 100 SF
SYS. TYPE: WIDE TRENCH 0.5'E.D.
MIN LENGTH: 20 LF
USE:
FIELD: 20LF x 5.0'W x 0.5' E.D., 1.5' T.D.
TOTAL AREA: 100 SF
TANK: 1500gal ADVANTEX FAP 3.0
W/AX-20 & AUXILIARY PUMP VAULT
W/P2005HH EFFLUENT PUMP
WATER LINE / WELL
RADIUS
ESMT/SETBACK
STREAM/DRAINAGE
WAY CENTERLINE
FLOW PATH
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%).
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261199, Curtis Townsend, 07/09/26
1230
1240
1250
1260
1270
1280
1290
1230
1240
1250
1260
1270
1280
1290
48.7%
4 7.3%
56.1%
52 .2 %
65.3%
46 .9%
2 5 .6 %
2 4.4 %
2 5 .4 %
20.7%2.0'
ABSORPTION FIELD (P)
20LF x 5.0'W x 0.5' E.D., 1.5' T.D.
(HSG
A - 4 6% IN F IL TRA T I ON L INE)
2:1 MAX. TS&V MOUND (P)
INSTALL W/JUTE MAT
(APPLY 3:1 & VOID JUTE MAT WHERE
POSSIBLE & PRACTICAL)
APPROXIMATE EXISTING GRADE
(PER 2015 MoA LiDAR)
2'' R.I.
0.5' DRAIN ROCK ABOVE PIPE INV.
1.25''Ø SCH 40 LATERAL
SEE DETAIL A / SHEET 3 FOR
ABSORPTION FIELD DETAILS
2:1 M
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SCALE: 1'' = 10'
DRAIN FIELD PROFILEA
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261199, Curtis Townsend, 07/09/26
25.4%
BOH@12'
SM
TH-1
OR
SM/GM
GM
2.0' (MIN.)
1.5' MAX.
(AS MEASURED
FROM HIGH SIDE)
5.0'
0.5'
1.3'±
ABSORPTION FIELD (P)
20LF x 5.0'W x 0.5' E.D., 1.5' T.D.
2:1 MAX. TS&V MOUND (P)
INSTALL W/JUTE MAT
(APPLY 3:1 & VOID MAT WHERE
POSSIBLE & PRACTICAL)
1.25''Ø SCH 40 PVC LATERAL (CAP END)
WITH 1
8'' HOLES DRILLED 1.0' O.C.
(21ct HOLES EVENLY SPACED)
0.5' DRAIN ROCK ABOVE PIPE INV.
2.0'' R.I. (60 PSI MIN.) (TYP)
FILTER FABRIC
APPR OXI M A TE EXI STI NG GRA DE
(PER 201 5 Mo A Li D AR)
AP PROX
I
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FI NISH
GRAD
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4'' MIN. TOP SOIL & SEED ON
MOUND PER MoA CODE
REMOVE & REPLACE ORGANIC LAYER
BELOW FIELD W/MoA FILTER SAND
(LEVEL AS NEEDED)
2:1 MA
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-5.0
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SCALE: 1'' = 2'
DRAIN FIELD SECTIONA
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261199, Curtis Townsend, 07/09/26
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23.0'
WELL (P)
RECOMMENDED RLS TO STAKE
LOCATION & 50' RADIUS PRIOR
TO CONSTRUCTION
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TH-1
OR 1 ORGANICS
DATE PERFORMED: 06/17/2026
WAS GROUND WATER
ENCOUNTERED? - YES -
IF YES, AT WHAT
DEPTH? - SEEPS @ 9.0' -
DEPTH TO WATER AFTER
MONITORING? - 7.1'-
DATE: - 06/25/2026 -
COMMENTS: Test hole excavated by HULTQUIST HOMES, INC.
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.
SOIL TEST RESULTS/ANALYSIS
· PERCOLATION RATE 1-5 (min/inch)
(Hydrologic Soils Group: HSG A)
· PERC HOLE DIAMETER 6"
· TEST RUN BETWEEN 2 FT AND 3 FT.
· TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
SILTY SANDY GRAVEL
W/COARSE SAND
SLOPE
SEE SITE PLAN
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READING DATE NET TIME
WATER
LEVEL
READING
NET DROP
1
2
3
4
5
6
RATE
(MPI)
06/17/2026 -
7.3 MIN
-
7.7 MIN
-
7.9 MIN
4.00
10.00
4.00
10.00
4.00
10.00
-
6.00
-
6.00
-
6.00
-
1.2 MPI
-
1.3 MPI
-
1.3 MPI
SL
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SOIL LOG & PERCOLATION TEST
SM/GM
SM SILTY SAND W/GRAVEL
SILTY GRAVEL
W/SAND
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP261199, 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 NOT ENCOUNTERED TO A DEPTH OF 7.1 FEET BELOW EXISTING GRADE. IF AN APPARENT WATER TABLE IS
OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 7.1 FEET 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
OSP261199, Curtis Townsend, 07/09/26
MUNICIPALITY OF ANCHORAGE
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
THIS MAINTENANCE AjD REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this 2 n Day of July of 201&- , by and between
RV 1+j 1 S-V' Hol' m IInd• , 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)
Canyon View Estates Block 2 Lot 11
2. Maintenance Repairs and Alterations.
(Owner is required to read, understand and initial each section)
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.
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).
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
repairs from the manufacturer's representative or maintenance provider.
Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
(1V 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: % P I Id
(print name)
STATE OF ALASKA )
ss.
THIRD JUDICIAL DISTRICT )
The foregoing instrument was acknowledged before me this V'0'day ofy UM
202c, , by C141 &A t)U 1 Vq
T4N
NOTARY PUBLIC R A A i My Commission e. res: 7 Z03d
MUNICIPALITY,�;/I
By: �� (signature) Date:
C,u 1^- j 1 "��O L" "'S �"'J� (print name)
Title:
G (VI L /111 �
(rev. 05/18/2018) Page 3 of 3