HomeMy WebLinkAboutWOODHAVEN #3 LT 12Onsite File
Municipality of Anchorage
Community Development Department Page 1 of 3
On-Site Water and Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650• http://www.muni.org/onsite•(907)343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP171270 PID Number: 015-282-57 ❑✓ New ❑ Upgrade
Name:
Spinel! Homes ABSORPTION FIELD
Address
❑ Deep Trench ❑ Shallow Trench ❑✓ Bed ❑✓ Mound
4088 Marcelle Circle ❑ Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
5 5 GPD/SF +3.0 Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot +3.5 Ft. 0.5Ft.
Woodhaven #3 12 Fill added above original grade Gravel length
Township Range Section 6.0 Ft. 20.0 Ft.
Gravel width Beds:Number of Lines Distance between lines
SEPARATION DISTANCES 12.0Ft. 2 6Ft.
To Septic i Absorption Holding Sewer Total absorption area Number of trenches Dist.between trenches
Tank ' Field Lift Station Tank Line 240 z N/A
From Ft N/A Ft.
Well 144.6 151.1 144.6 N/A 100+
TANK ❑Septic 0 S.T.E.P. 0 Holding El Other
Manufacturer Capacity
Surface Water 100+ 100+ 100+ N/A Anchorage Tanta Orenco 2,500Gal.
Material Number of compartments
Lot Line 40.0 21.3 40.0 N/A STEEL 2
NA
Foundation 12.5 38.5 12.5 N/A LIFT STATION
1 Manufacturer Capacity
Curtain Drain 50+ 50+ 1 50+ N/A 1 Orenco 833 Gal.
Pump on level at Pump off level at High water alarm at
Remarks
Timed in. in. 45 in.
Pump make and model Electrical Inspections performed by
P2005 MoA
PIPE MATERIAL House to tank 3034 Tank to 3034
Installer drainfield
Pomraining Construction Drainfield 3034 CO/MT 3034
Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 100ft
Inspection 157 8/28/18 2"d 8/29/18 Location and description
3rd 8/30/18 4' 9/7/18 Garage FF
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp
Conditional Approval: Date ,� G OF ALQ�t}t
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Cl 56.9 82.8 4,1\ /
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a `NEW WELL _ WITH (2EA) AX20 PODS -I
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INSTALLED DOUBLE CLEAN OUT
\ '- "Illi, AND FOUNDATION CLEAN OUT
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4V- RESERVE DRAIN FIELD (FUTURE) I 1 II I M t TH-1 oil •
2OLF x 12'W x 0.5'ED x +D.0NDL , (PES)
WITH 2.0'SAND AND
4OLF x 40.0'W x 2.0' ERS \ - M2 C2 :_i___
INSTALL MONITOR TUBE AT EACHE SECTIOCORNERN 10' T&E ESMT
SE
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NEW PRIMARY DRAIN FIELD APPROXIMATE LIMIT
20LF x 12'W x 0.5'ED x +3.0'TD • OF MOUND
WITH 2.0' SAND AND ' .
40LF x 40.0'W x 2.0' ERS •
INSTALLED MONITOR TUBES
1 I SEE SECTION NOTE:
DESIGN PARAMETERS
PRIMARY/ RESERVE SEPTIC SYSTEM ORIGINAL DESIGN WAS FOR
NO. BEDROOM: 5 (750 gpd) 30'x50' ERS AND DUE TO
TANK SIZE: 2500g S.T.E.P. FIELD FIT 40'x40' WAS USED,
w/ (2EA) Ax20 Poos DESIGN PARAMETERS INCREASING THE SQUARE
& AUX PUMP VAULT ERS - IN-SITU INTERFACE FOOTAGE. BED WAS
-;PERC RATE: 6-15 MPI NO. BEDROOM: 5 (750 gpd) INCREASED IN SIZE DUE TO
'SOIL RATING: 5 GPD/SF PERC RATE: 60-120 MPI
AREA ROD: 150 SF SOIL RATING: 0.5 GPD/SF EXCESS MATERIAL DELIVERED.
SYS. TYPE: BED 10'W AREA RQD: 1500 SF LIFT STATION WAS DELETED
MIN LENGTH: 15 LF DUE TO FILL UNDER THE
USED: HOUSE PAD AND SHALLOW
USED: 40 IS X 40.0' WIDE PLUMBING MAKING IT
20 LF X 12' WIDE, 0.5' E.D., +3.0' TD TOTAL AREA: 1,600 SF UNNECESSARY.
TOTAL AREA: 240 SF
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NOTES: PANNONE ENG SVC, LLC -..,„.............\\,, Dote
RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 r'(.•..... 9/13/2018
PHONE (907) 272-8218 FAX (907) 272-8211 /%*oP TM �4....:.1.;./�, Sc,1e 50
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WOODHAVEN #3, LOT 12 �' 115-282-57
SPINELL HOMES, INC. 1 Steven R. Ponnorre /PERMIT NO.
�'� CE 8149 . j OSP171270
MARCELLE CIRCLE �) cf .• •� ,r
PLAN ANCHORAGE, AK 16 4,47.,;
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A TYP TYPICAL
NOTES: PANNONE ENG SVC, LLC ! „��•`.\\� Date
RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 ,.�'C��F A�gsjl� 9/21/2018
PHONE (907) 272-8218 FAX (907) 272-8211 %6.:' �4 '4y'oScale
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WOODHAVEN #3, LOT 12 -282-57
SPINELL HOMES, INC. r Steve R. Pannone j PERMIT NO.
• MARCELLE CIRCLE Ufa' • CE 8149 .•c J OSP171270
DESIGN DETAILS ‘004-0••••••••••;: f...7. Sheet
ANCHORAGE, AKPRpFESS0'.
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Certified Drilling Log
DOC CO dba
.011ULLIVAN WATER WELLS
o'4 P.O.Box 670269,Chugiak,AK 99567 688-2759
OWNER OF LAND: Spinell Homes Bore Hole Data
ADDRESS: Depth
LEGAL DESCRIPTION Woodhaven#3 Lot 12 From To
DATE: 10-16-17 0 2 Casing Stickup
PERMIT NUMBER: 0SP171270 DATE OF ISSUE: 9-22-17
TAX IDENTIFICATION NUMBER 01528257000 2 4 Overburden
Is well located at approved permit location:FlYes nNo 4 21 Silty Sand&Gravel w/Clay
Method of Drilling: Nair rotary ucable tool 21 39 Wet Silty Sand& Gravel
Depth of Well: 126' 39 65 Tight Silty Sand &Gravel
Casing Type: Steel Wall thickness .250 inches 65 67 Sandy Gravel&Water
Diameter: 6 inches, depth 124 feet
Liner type 67 115 Tight Silt Sand& Gravel
Static Water Level: 69 feet 115 126 Sand&Gravel Water
Recovery Rate 15 gpm E gph
Method of Testing Air
Well Intake Opening Type:M open end reopen hole
Screened Start feet Stopped
H Perforations Start feet Stopped
Grout Type: Bentonite Volume: 50 lbs
Depth:from 2 feet,to 42 feet
Well Disinfected Upon Completion: Nyes n no
Method of Disinfection: Chlorine 50 PPM
Comments:
WATER QUAD TY TESTING
Col •r„ ,,, ..
Nitrates 3• L
An:tonic �
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.
COC CO dba
'r►ULLILL &VANwioiWATER WELLS
P.O.Box 670269,Chugiak,AK 99567 688-2759
www.sullivanwaterwells.com
Pump Installation Log
Well Drilling Permit Number:SW OSP171270 Date of Issue 9-22-17
Parcel Identification Number:
Legal Description Property Owner Name&Address
Woodhaven#3 Lot 12 Spinel) Homes
Pump Installation Date: 4-4-18
Pump Intake Depth Below Top of Well Casing: 110 feet
Pump manufacturer's Name: Grundfos
Pump Model: 10SQE07-200
Pump Size: 3/4 hp
Pitless Adapter Burial Depth: 10 feet
Pitless Adapter Installer: Pomraning Excavation
Disinfected Upon Completion? ® yes ❑ no
Method of Disinfection: Chlorine 50 PPM
Comments: Pitless Manufacturer: Martinson
Pump Installers Name: Sullivan Water Wells
Attention:The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
MUNICIPALITY OF ANCHORAGE
On-Site Water &Wastewater Program .S-
PO Box 196650 4700 Elmore Road _ �• .
4 Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997
http://www.muni.org/onsite ,
cpartmen t
,hCH ORPGE
On-Site Water & Wastewater System Permit
Permit Number: OSP171270 Effective Date: 9/22/2017
Work Type: WellSeptic Initial Expiration Date: 9/22/2018
Tax Code Number: 01528257000
Site Legal Address: WOODHAVEN #3 LT 12 G:2735
Site Mailing Address: 4088 MARCELLE CIR, Anchorage
Owner: SPIN ELL HOMES INC Lot Size in Sq Ft: 40100
Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 5
This permit is for the construction of:
El Disposal Field Il Septic Tank ❑ Holding Tank ❑ Privy 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
Received By: 064 / / Date:
Issued By: 7Q Date:
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Municipality of Anchorage �° ,r
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P.O. Box 196650 • 4700 Elmore Road
Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997
http:/lwww.muni.orq/Onsite
Development Services Division
On-Site Water and Wastewater Program
**** VARIANCE/WAIVER REVIEW ****
Waiver#: OSV171107 COSA#: Permit#: OSP171270
PID#: 015-282-57
Legal Description: Woodhaven #3 Lot 12
Engineer: Pannone Engineering Services
Applicant: Spinel) Homes Inc
Your request for a waiver to provide Engineered Receiving Soil (ERS) in the absence of 2 feet of
native unsaturated accepting soil has been approved. See engineer's letter for waiver request.
This waiver approval applies to the proposed primary and alternate absorption fields only. Any
other future upgrade to the on-site wastewater disposal system will require all code requirements
be met or another approval from this department.
n The affected adjacent property owners) have been given a 7 day notice regarding this
waiver.
❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected
adjacent property.
• Adjacent properties are not affected by this waiver.
Waiver is Granted: X Waiver is not Granted:
Date: 0,7/ao 17 Approved by: (44.2e4
Name of Reviewer
****
VARIANCE/WAIVER REVIEW ****
MUNICIPALITY OF ANCHORAGE
Community Development Department Pho, 343-7904
Development Services Division ,. ..Q..... ,2„.,
On-Site Water& Wastewater Program
m1 4 2017
ON-SITE SEWER/WELL PERMIT APPLICATION a 1
IP"rwe 4, 1
h
Parcel I.D. 015 282 57 pl g _ `'
Property owner(s) Spinell Homes Inc Day phone
Mailing address 1900 W. Northern Lts Blvd #200, Anchorage, AK 99517
Site address yogg Marcelle Circle
Legal description (Sub'd., Block & Lot) Woodhaven #3, Lot 12
Legal description (Township, Range & Section)
Lot Size 40,100 Sq. Ft. Number of Bedrooms 5
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply)
Absorption Field ❑X Initial 0 Single Family (SF) ❑X
(w/wo ADU)
Septic Tank ❑X Upgrade Li Duplex (D) ❑
Holding Tank ❑ Renewal I IMultiple Dwellings ❑
Privy f l (SF and/or D)
Private Well X
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR:
Use of ERS Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Munici al
(Signature of property owner or authorized agent)
Permit/Rush Fees: WV— Waiver Fees: c2fc
Date of Payment: W«!/4' Date of Payment: 9l/[f '
Receipt Number: 6g(441� Receipt Number: O D gab
Permit No. i1 f2P li °0 Waiver No. 06V/7//e?,
Permit App__-: '__.,c:
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail:steve@panengak.com
September 13, 2017
Subject: Woodhaven #3, Lot 12
Septic System and Well Permit Request
Design Narrative
This is a design narrative for a permit to install a septic system and well to be issued for this property. The
proposed system will serve a proposed five (5) bedroom house. Currently the lot is undeveloped. The
system will utilize a new 2500g advantex tank with two AX20 pods and a drain field. This lot and the
surrounding lots are served by private wells. There are no wells within 100' of the proposed septic
system.
1. Soils. One test hole was performed 60 feet to the east of this system by Michael E Anderson in January
2013, and groundwater was monitored for at least seven days. Ground water was not observed to a
depth of 1.0' below the surface in the test hole monitor tube in May of 2017. Bedrock was not
encountered in the test hole to 15.3'. The undocumented test hole in the vicinity of this system is 10
feet deep, with ground water observed at 1.0' below the surface. Due to groundwater a percolation
test could not be performed in the immediate vicinity of this system, so a sieve analysis was
performed. Based on the results of the percolation tests and overall soils appearance; an ERS system
will be used. See waiver request.
2. Soil Absorption System Design.
a. 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.
The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage
ditches.
4. Topography: The existing topography on the lot generally slopes from east to west, with a slope
of approximately 10% in the area of the drain field. There are no steep slopes within 50' of the proposed
drain field. The proposed drain field will maintain 50' separation all steep slopes.
5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that
the review is complete and that there are no further comments is received from MoA On-Site
Department, the note will be removed and "Issued for Construction" drawings will be issued.
The proposed installation will not affect the future development of this or the surrounding lots.
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail:steve@panengak.com
September 13, 2017
Subject: Woodhaven #3, Lot 12
ERS Waiver Request
1. Waiver Request for use of Engineered Receiving Soil (ERS). I am requesting a waiver to the 1992 Code to
use the proposed Code Update Section of Engineered Receiving Soils (ERS). Below I will detail my request
justifying the use of ERS:
a. Two test hole were excavated in the vicinity by Anderson Engineering in 2013.The soils logs are
attached. Ground water was monitored for through the fall seasonal high and stabilized at 1 foot below
ground level in May of 2017 in test hole-14, the nearest logged test hole. There is an existing test hole
located near the system with no log, but water was also found in this hole at 1 foot. PES excavated 3
supplemental test holes in the area to verify the soil type at the location of the primary and reserve
fields. I sieve analysis was performed on the soil from the three PES holes because a percolation test
could not be performed due to groundwater.
b. This design proposes to use MoA Type II.This interface will be approximately 2 feet in depth and will be
compacted to approximately 80 percent to allow free flow of the effluent through it into the native soil
using MoA Waste Water Code application rates. The infiltration area of the interface between the ERS
and the in-situ soil was based on the 60-120 minutes per inch percolation rate of the in-situ receiving
soil. A two foot thick filter sand layer will be placed over the MoA Type II material to act as an interface
between the SAS and ERS.
c. The SAS is sized assuming a percolation rate of the ERS soil, assumed 6-15 MPI, which gives an
application rate of 5 GPDSF.
d. The system will protrude above the ground surface.The cover of the system will produce a mound,
which will have at a minimum, three to one side slopes and six inches of organically rich soil to promote
the growth of vegetation.The mound will be vegetated.
e. Shallow Ground water was observed in the test hole. Steps need to be taken to protect this shallow
ground water from contamination with sewage effluent.These steps include the use of advanced
wastewater treatment system to ensure a high quality effluent and maintaining at least four feet of
vertical separation from the highest ground water and the bottom of the drain field (our design is calling
for 4 feet vertical separation.)
f. Supplemental test holes are not necessary due to the vertical, not horizontal conveyance of effluent.
•
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
Page 2of2
The proposed installation will not affect the future development of this or the surrounding lots.
Sincerely,
a •
•
:tom;. Steven R.Pannone
♦1.
.717:4__*
+' � g1 gB `f
'
,.1.71..«
Steven R. Pannone, P.E.
Owner/Civil Engineer
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor Ave, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
_ 20•3L---.ESMT
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WELL (P)
TH-13 2500g ADVANTEX TANK (P)
WITH (2EA) AX20 PODS AND
. AUX. PUMP VAULT
\
1 INSTALL FOUNDATION CLEAN OUT
3
5BR LOT 12 TH—'
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` W, RESERVE DRAIN FIELD (FUTURE) \ \ ` 0
15LF x 10'W x 0.5'ED x +3.0'TD ��
W WITH 2.0' SAND AND iipll I
W-------- 5OLF x 30.0'W x 2.0' ERS TH-1
INSTALL MONITOR TUBE AT EACH CORNER (PES)
SEE SECTION I'. :_i_ ____ _
\---
10' T&E ESMT
PRIMARY DRAIN FIELD (P) APPROXIMATE LIMIT
15LF x 10'W x 0.5'ED x +3.0'TO OF MOUND
WITH 2.0' SAND AND
5OLF x 30.0'W x 2.0' ERS
INSTALL MONITOR TUBE AT EACH CORNER
I SEE SECTION
DESIGN PARAMETERS
PRIMARY/ RESERVE SEPTIC SYSTEM
NO. BEDROOM: 5 (750 gpd)
TANK SIZE: 2500g S,T,E,P,
w/ (2EA) AX20 PODS DESIGN PARAMETERS
Sc AUX PUMP VAULT ERS — IN—SITU INTERFACE
.PERC RATE: 6-15 MPI NO. BEDROOM: 5 (750 gpd)
`SOIL RATING: 5 GPD/SF PERC RATE: 60-120 MPI
AREA RQD: 150 SF SOIL RATING: 0.5 GPD/SF
SYS. TYPE: BED 10'W AREA RQD: 1500 SF
MIN LENGTH: 15 LF
USE:
USE: 50 LF X 30.0' WIDE
15 LF X 10' WIDE, 0.5' E.D., +3.0' TD TOTAL AREA: 1,500 SF
TOTAL AREA: 15Q SF
r
NOTES: l .... N\ Date
PANNONE ENG SVC, LLC 0 >>
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 , • aL'gsl�, 9/22/2017
_ PHONE (907) 272-8218 FAX (907) 272-8211 ��aj�P' N1 a„.._• , Scale
`" =F ;�.. 0 P.I.D. NO
WOODHAVEN #3, LOT 12 k / 015-282-57
SPINELL HOMES, INC. `• Steven . •'anno!4e / PERMIT NO.
CE 8149...•\%„.1 OSP171270
MARCELLE CIRCLE If 4s
PLAN ANCHORAGE, AK ��`',v =`\. Sheet
OF 6
2 RIGID INSULATION
FILTER FABRIC
1.25"0 PERF PIPE W/
DRAIN 1/8"HOLES DRILLED 18"O.C.
ROCK DRAIN ROCK 6"ABOVE PIPE INV
TOPSOIL&
3 2.5 -", VEGETATE
I 0.5
6.0 1
2'SAND
MoA TYPE II FILL 2.0
REMOVE ORGANICS/7
PRIMARY SECTION
ABBREVIATIONS
LEGEND TH TEST HOLE
W WATER LINE/ (P) PROPOSED
WELL RADIUS (E) EXISTING
CO CLEAN OUT NO.
SS NEW SEPTIC MT MONITOR TUBE NO.
TYP TYPICAL
NOTES: PANNONE ENG SVC, LLC � Date
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, A 99510 ,�P��qF A/ sllt 9/22/2017
PHONE (907) 272-8218 FAX (907) 272-8211 Aico.•
4.:1_,7+�, Scale
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•
•
WOODHAVEN 3, LOT 12 `, Aa. P.I.D.115-282-57
.I.D. NO
..Steven P. ,none PERMIT NO.
SPINELL HOMES, INC. �� 1;. CE 8149 �� OSP171270
MARCELLE CIRCLE �� �s . ,�
DESIGN DETAILS ANCHORAGE, AK 11 �\\H70FESS10N=4 ~ Sheet
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SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF
ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF
ON-SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55.
2. SCOPE OF WORK: INSTALL NEW ADVANTEX AND SOIL ABSORPTION SYSTEM. INSTALL WELL.
3. GROUNDWATER WAS ENCOUNTERED AT DEPTH OF 1 FOOT BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST
HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 1 FOOT BELOW EXISTING
GRADE NOTIFY THE ENGINEER IMMEDIATELY.
4. 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.
5. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED.
6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES.
7. 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.
8. 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.
9. 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.
10. 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.
11. THE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING IS BASED) APPEARS TO REPRESENT THE
PROJECT AS CONSTRUCTED. THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER
(OR HIS DESIGNEE) AS REQUIRED BY AMC 15.65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE
CONTRACTOR.
12. THE CONTRACTOR SHALL SIGN THE FOLLOWING:
I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE
ORDERS, AND THAT THE AS-BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS
CONSTRUCTED.
CONTRACTOR:
BY: . TITLE:
DATE:
NOTES: PANNONE ENG SVC, LLC >>�pF \\ 9/22/2017 Dote
AC��l
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 't� l
�0Scale
PHONE (907) 272-8218 FAX (907) 272-8211 ��� *��, NTS
�.11141\1 %,
�1 %, P.LD. NO
WOODHAVEN #3, LOT 12 ..� . / 015-282-57
SPINELL HOMES, INC. r Ste n -.I5annorae PERMIT NO.
MARCELLE CIRCLE
"V.•, CE 8149 .��/? OSP171270
- - - �� cs ., ., �
DESIGN DETAILS ANCHORAGE, AK 11 ��s Sheet
\\\\\V4�� 6 OF 6
SOILS LOG - PERCOLATION TEST
TEST HOLE 1
ORGANICS! SLOPE I SITE PL
•
OR/PT PEAT •
1 / ilk
SM/ SILTY SAND AND I J
2 ML SILT
3 BOH 5B LOT 12 TH–??
/HOUSE TD: XXX
4 DTW: 1.0
(P) PH-2 \
5 I (PES) / `� L —
6 x IH-3 I
TH (PES) TH-14\
7
III8 i 011.
TH-1
9 (P FS)
10 J
10' T&E ESMT
11
12
13
WAS GROUND WATER SLOPE
14 ENCOUNTERED? Y
15 IF YES,AT WHAT TH
DEPTH? -1.0' X
16
17 DEPTH TO WATER AFTER
MONITORING?
18 DATE: --/--/--
WATER
19 READING DATE CLOCKTIMENET TIME LEVEL NET DROP
READING
DATE PERFORMED:9/12/17 1 9/12/17
2
3
UNABLE TO RUN PERCOLATION-
4 TEST DUE TO WATER @ 1'
5
6
PEROLATION RATE 60-120(min/inch)PERC HOLE DIAMETER 6 inches
TEST RUN BETWEEN 2 FT AND 3 FT
SEE SIEVE ANALYSIS SAMPLE @ 3'
COMMENTS:Test hole excavated by PES
PERFORMED BY: Dan Moran. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: LLC ������v\ Date
FOR CONSTRUCTION PANNONE ENG SVC, r�OF Q4-f<O 9/22/2017
P.O. BOX 102954 ANCHORAGE, AK 99510 '� S l�
PHONE (907) 272-8218 FAX (907) 272-8211 ia''..4, `�i '�y'� Scale
1 /\• .*� NTS
1S••• •". 0 P.I.D. NO
WOODHAVEN #3, LOT 12 �7 .� „015-282-57
SPINELL HOMES, INC. / e Pa none PERMIT NO.
` �,.•, CE 8149 •`k/� OSP171270
MARCELLE CIRCLE fl s�•, '�
SOILS LOG ANCHORAGE, AK �k\� \pFE"� ,' Sheet
0F 6
SOILS LOG - PERCOLATION TEST
TEST HOLE 2
OR/PT
ORGANICS/ SLOPE J SITE P
•
1 PEAT '
ilk
2 SM/ SILTY SAND AND r
3 ML SILT r-1 BR I LOT 12 TH I??
BOH /HOUSE TD: XXX
4 7 (P) r TH-2 DTW: 1.0
5 1 I (PES) U
6 X / TH-3 • _
i \
TH (PES) • TH 14
7 0
8 I
TH-1
9 (PES)
10 - — I
10' T&E ESMT J
11 .
12
13
WAS GROUND WATER SLOPE
14 ENCOUNTERED? Y
15 IF YES,AT WHAT TH
DEPTH? -1.0'
16 x
17 DEPTH TO WATER AFTER
MONITORING?
18 DATE: --/--/–
WATER
19 READING DATE CTIME NET TIME LEVEL NET DROP
READING
DATE PERFORMED:9/12117 1 9/12/17
2
3
UNABLE TO RUN PERCOLATION-
4 TEST DUE TO WATER @ 1' .
5
6
PEROLATION RATE 60-120(min/inch)PERC HOLE DIAMETER 6 inches
TEST RUN BETWEEN 2 FT AND 3 FT
SEE SIEVE ANALYSIS SAMPLE @ 3'
COMMENTS:Test hole excavated by PES
PERFORMED BY: Dan Moran. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: �__-,- ��\\ Date
PANNONE ENG SVC, LLC of a���1 9i22i20,7
FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 ��' t. ,qS k�
fe
PHONE (907) 272-8218 FAX (907) 272-8211 /�cij�P TM �4i •.:.7 !A Scale
NTS
4`�� /\ * /0 P.I.D. NO
WOODHAVEN #3; LOT 12 �� ..� ►' 40. 1015-282-57
SPINELL HOMES, INC. r eve . 'annone PERMIT NO.
r ��c/, CE 8149 OSP171270
MARCELLE CIRCLE I#i s • • i
SOILS LOG ANCHORAGE, AK 10)6,,o•10FESS10NP,- .1w Sheet
��‘"` 4OF6
SOILS LOG - PERCOLATION TEST
TEST HOLE 3
SLOPE IIII 1J •
4
OR/PT ORGANICS/ SITE P
1 PEAT •
SM/ SILTY SAND AND
2 � 1—
3 ML SILT 5BR LOT 12 TH-??
BOH /HOUSE TD: XXX
4 1 (P) TH-2 —DTW: 1.0
5 (PES) I. yLi
6 x /TH-3 . I
TH (PES) • TH-14\
7 .
8 0
' TH-1
9 (PES)
10
10' T&E ESMT
11
12
13
WAS GROUND WATER SLOPE
14 ENCOUNTERED? Y
15 IF YES,AT WHAT TH
DEPTH? -1.0' X
16
17 —_ DEPTH TO WATER AFTER
MONITORING?
18 DATE: --/-/--
WATER
19 READING DATE CLOCKTIMENET TIME LEVEL NET DROP
READING
DATE PERFORMED:9/12/17 1 9/12/17
2
3
UNABLE TO RUN PERCOLATION
4 TEST DUE TO WATER @ 1'
5
6
PEROLATION RATE 60-120(min/inch)PERC HOLE DIAMETER 6 inches
TEST RUN BETWEEN 2 FT AND 3 FT
SEE SIEVE ANALYSIS SAMPLE @ 3'
COMMENTS:Test hole excavated by PES
PERFORMED BY: Dan Moran. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PANNONE ENG SVC, LLC �-OF A v�� Dote
FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 '��'''.''�gSkl,l 9/22/2017
/'�P' '� 1 Scole
PHONE (907) 272-8218 FAX (907) 272-8211 1'00: .-A '•y
* 49 o, . *0,I NTS
• or" P.I.D. NO
WOODHAVEN #3, LOT 12 C_ 14 -015-282-57
SPINELL HOMES, INC. i . teven ••. '�'annorae PERMIT NO.
r -f,.. CE 8149 �� OSP,,,270
MARCELLE CIRCLE II�s� • • i
SOILS LOG ANCHORAGE, AK >k>t PROFESS1*-4 Sheet 6
\\SSS
040.002 Crowther Associates
Client: Pannone Engineering Services
Projects: Woodhaven #3, Lot 12
Date: September 14, 2017
Particle Size Distribution Table
Sample Source TH - I TH - 2 TH - 3
Sieve Size
3 inch 100% 100% 100%
1-1/2 inch 100 100 100
3/4 inch 90 85 90
#4 76 75 79
#10 70 65 71
#40 57 48 56
#100 39 34 41
#200 36 31 32
0.02 mm
Classification
1632 Bellevue Circle Anchorage,Alaska 99515
Telephone 19071 349-2198 F.mail: crowther*laska.net
MUNICIPALITY OF ANCHORAGE oge,sr•asill,
DEVELOPMENT SERVICES DEPARTMENT �•� ,4,`�'
.i•"-P '"C,y�1
14700 BRAGAW STREET ANCHORAGE, AK 99519-6650 tc•SOILS LOG - PERCOLATIO TEST -4/1“),,,,i..2.. -..4,-1,-1..
. ;-,
• v MICHAEL E ANDERSON 4�Si
iv
LEGAL DESCRIPTION: WOODHAVEN SUBDIVISION No. 5 ��s No. CE 438. '1
PERFORMED FOR: SPINELL HOMES HOMES . •c p ......... ..., _0
**4ft PROFESSO;:i•
DATE: 1/25/13 PROJECT No.: --Iiia r"asw"
PARCEL ID#: TECHNICIAN:
A. N A RA LA Professional Engineers Stamp:
DEPTH TEST HOLE No. 13
(feet)
SLOPE SITE PLAN
0 j/ OB/OG
1
2 SILTY SAND
WITH VARYING SILT
3
4 SEE SITE PLANti
5 • SM Y
•6
7
8 DAMP TO WET •
WAS GROUND WATER ENCOUNTERED? ,il`-.
IF YES(i WHAT DEPTH'? 9.4` S
DEPTH TO WATER AFTER MONI'T'ORING: S' 1
10 DATE OF MONITORING: 5/15/13
5/15/14 3'
-
11 BOH @ 11.0' I0/15n4 3'
GROSS TIME NET TIME DEPTH TO NET DROP
1 DATE READING (MINUTES) (MINUTES) WATER (INCHES)(INCHES)
13— I/23 II-ST HOLE PRESOAKED PRIOR TO TESTING:
14 I 11:42 2.625"
15 2 12:12 30 3.00" .375"
3 12:13 2.50"
16 4 12:43 50 2.875' .57:,'
17 5 12:44 2.25°
18 6 1:14 �0 2.625" .375"
1 9
PERCOLATION RATE: 80 (MIN/INCH) PERC. HOLE DIA. 8" (INCHES)
TEST RUN BETWEEN: 2 FT. and 3 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. CATEGORY III SEPTIC SYSTEM REQUIRED.
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: 5/12/15
MUNICIPALITY OF ANCHORAGE 6,610”��ty4
DEVELOPMENT SERVICES DEPARTMENT A•� A
G700 BRAGAW STREET ANCHORAGE, AK 99519-665 0 i 3F? 49th i� ,�
SOILS LOG - PERCOLATION TEST :14,4 .h -
•� i MICHAEL E. ANDERSON,:�(v j
LEGAL DESCRIPTION: WOODHAVEN SUBDIVISION NO. 3 ��s'• No. CE 4381 '�C�
PERFORMED FOR: SPINELL HOMES ••�� D P6f:..'.,C5 . �
DATE: 1/18/15 PROJECT No.:
,•f sk isS .floc
PARCEL ID#: TECHNICIAN: A. H ARAI.AProfexsional Engineers Sump:
DEPThI TEST HOLE No. 14
(feet)
SLOPT SITE PLAN
0 j OB/OG
1
2 SILTY SAND
WITH VARYING SILT
3
4 SIC SLre PLAN
5 SM/SP
6 •
7
8
WAS GROUND WATER ENCOUNTERED? NC
9 IF YES id WHAT DEPTH',
DEPTH TO WATER AFTER MONITORING: 6.
1 0 DATE OF MONITORING: 5/15/13
5/15/11. 3' .
10/15/14 5'
ll
GROSS TIME NET TIME DEPTH TO NET DROP
1 DATE READING (MINUTES) (MINUTES) WATER (INCHES)
1 (INCIiES)
13 /0 TE: T ''TOLE PRESOAKED PRIOR TO TESTING:
14 I 9:12 .75"
15 2 9:42 50 2.00" 1.25"
BOH @ 15.3'
3 9:44 .625"
16 4 10:i4 30 1.875" 1.25"
17 5 10:16 .75"
18 6 10:46 50 :'.: 0 I. .
19 I
PERCOLATION RATE: 24 (MIN/INCH) PERC. HOLE DIA. 8" (INCHES)
TEST RUN BETWEEN: 4 FT. and 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: 3/12/13
EPLAIJS
COS A
Municipality of Anchorage
On-Site Water and Wastewater Program
(907)343-7904 s,, E T t
Certificate of On-Site Systems Approval
Parcel I.D. 015-282-57 Expiration Date: L n
1. GENERAL INFORMATION
Complete legal description Woodhaven #3 Lot 12
Location (site address) 4088 Marcelle Cir.
Current Property owner(s) Spinell Homes, INC Day phone
Mailing address 1900 W. Northern Lights Blvd #200 Anchorage, AK 99517
Real Estate Agent Day phone
2. TYPE OF DWELLING:
O Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 5
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well Individual
Individual Water Storage ❑ Holding Tank ❑
Community Class Well ❑ Community ❑
Public Water System ❑ Public Sewer ❑
WaiverNariance request for: Distance:
Received • : / __ Date: •
COSA to be released to he-rmr.eer,unless othe a rested is engineer.
COSA Fee $ 0Q.8O Waiver Fee $
Date of Payment 1 /11(13 Date of Payment
Receipt Number 04O6) Receipt Number
COSA M Q 5L171 Lt/3 Waiver#
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my Investigation, based on procedures outlined
in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater
disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that
based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply
and/or wastewater disposal system is(are)in compliance with all applicable Municipal and State codes,ordinances,and regulations in effect at
the time of installation.
In conducting an adequacy test,I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MoA COSA
guidelines and regulations.The reported results describe the performance of the system under the conditions encountered at the time of the test,
and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil
condition,ground water levels that may fluctuate during the year,and the water usage of the family being served by the system.These conditions
are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future
performance of the system,nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot provide any warranty
for future performance, nor can we estimate remaining life of the system.The content of this report is for the sole benefit of the owner listed
above.
Name of Firm Pannone Engineering Services LLC Phone (907) 745-8200
Address P.O. Box 1807 Palmer, AK 99645
Engineer's Printed Name Steven R Pannone Date 9/10/2018
....OF 4gi�Ai/\‘'''.- . Y
�
rgP .. —
6. DSD SIGNATURE �/ -
System#1 Approved for bedrooms r %Steven .•l5annone
-0.•. CE-8149 •��/
System#2 Approved for bedrooms f} 4 •. • �%,.r
Disapproved i�UP?OFESSIONg' �
Conditional approval for - bedrooms, with the following stipulations:
0
c
ON -o
S'T
' vvAS RAND ;
14/
117.
o, � OGRAM R�\o•Z
ArtSFRVIC --SC)
By" _' r / Original Certificate Date: '?- 26,7d
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet r . c
If more than 1 septic system is on the lot:
COSA Checklist# 1 of 1
Structure served by this system 1
Certificate of On-Site Systems Approval Checklist
Legal Description: Woodhaven #3 L12 Parcel ID:015-282-57
A. WELL DATA
Well type Private If A, B, or C provide PWSID# Well Log (Y/N) Y
Date completed 10/16/17 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y
Total depth 124 ft. Cased to 124 ft. Casing height(above ground) 24 in.
FROM WELL LOG AT INSPECTION
Date of test 10/16/17 NEW
Static water level 69 ft. NEW ft.
Well production 15 gpm NEW g p m
WATER SAMPLE RESULTS:
Coliform NEG colonies/100 mL Nitrate 3.84 mg/L
Arsenic
ND D ug/L Date of sample: 8/22/2018 Collected by: PES
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material S.T.E.P./Steel Date installed 8/28/2018
Tank size 2500 gal. Number of Compartments 2 Cleanouts (Y/N) Y
Foundation cleanout(Y/N) Y Depression over tank(Y/N) N High water alarm (Y/N) N/A
Date of pumping NEW Pumper N/A
C. ABSORPTION FIELD DATA
Date installed 8/28/2018 Soil rating (g.p.d./ft2 or ft2/bdr ctgjeg p.d/sf Mounded Bed
) System type
Length 20.0 ft. Width 12.0 ft. Gravel below pipe 0.5 ft.
Total depth +3.0 ft. Eff. absorption area 240 ft2 Monitoring tube Y Depression over field N
Date of adequacy test NEW Results(Pass/Fail) PASS For 5 bedrooms
Fluid depth in absorption field before test in. Water added gal. New depth in.
Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d.
N
Any rejuvenation treatment(past 12 mo.) (Y/N &type) If yes, give date
D. LIFT STATION
Date installed 8/28/2018Size in gallons 833 Manhole/Access (Y/N) Y
"Pump on"level at in. "Pump off level at in. High water alarm level at 45 in.
Datum Cycles tested NEW Meets alarm&circuit requirements?
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot 100 + On adjacent lots 100 +
11
Absorption field on lot 100 + On adjacent lots 100 +
Public sewer main 75'+ Public sewer manhole/cleanout 1001+
Sewer/septic service line 25'+ Holding tank 100 +
Animal containment areas 50'+ Manure/animal excrete storage areas 1001+
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 10i+ Property line 101+ Absorption field 10'+
Water main 25�+ Water service line 251+ Surface water 100'+
Wells on adjacent lots 100 +
ABSORPTION FIELD ON LOT TO:
Property line 101+ Building foundation 10�+ Water main 101+
Water Service line 25'+ Surface water 1001+ Driveway, parking/vehicle storage 101+
Curtain drain 50 + Wells on adjacent lots 1001+
F. COMMENTS
aa00
G. ENGINEER'S CERTIFICATION ....:7 9F�OgStk
I certify that I have determined through field inspections and �Ageeo- - •
,� v'
review of Municipal records that the above systems are in /* 49-11' .1)7,•0,4
conformance with MOA COSA guidelines in effect on this date. 0 _4 - • 0
Steven Pannone
Engineer's Printed Name i...Sleven R. Isannone 0
Date
9/10/2018 6 :-.. CE-8149 �'�
i�1\ OFESsio4\-�--,7'
`�aa•�`a°
COSA canary sheet_2-6-15.doc
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN MUNICIPALITY OF ANCHORAGE
AND �a5hb0t Whoa—ne.. PcoN."
THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this
d.3 Day of ��Y of 20 1t , by and between-yot- cwA„
herein the"OWNER,"and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Maintenance and Repair Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. Municipality grants permission to
Owner to utilize and operate an Advanced Wastewater Treatment System
(AWWTS), described as
Ads acc
located at(legal description).
1,0-x- 0„ W o \C\aN/t.r-a
2. Definitions.
Alteration. Any change to the design or function of an AWWTS that
includes the installation or removal of any parts, components or pieces not
included in the original construction permit and design.
Certificate of On-Site Systems Approval (COSA). An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with Anchorage
Municipal Code(hereinafter, "AMC") 15.65.These approvals certify that
the systems are adequate for the homes that they support and meet the
codes that were in place at the time of system construction.
Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included
in the original design which would allow the AWWTS to continue to
perform as designed.
Permit. An On-Site Wastewater Disposal Permit as required by AMC
15.65 to construct and operate an AWWTS.
3. Term. The term of this Maintenance and Repair Agreement shall begin on the
date of approval by the Municipality to operate the installed system or issuance of a
COSA, and shall continue while the AWWTS is in use or is operational or until the
property is sold or title is transferred by the owner and a new COSA is issued to the
new owner or transferee of the property.
4. Alterations, Installation and Removal of Additional Equipment. Prior to
performing any alterations to an AWWTS, the owner agrees to obtain an On-site
Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65.
5. Maintenance and Repairs.
A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall
maintain their AWWTS in a satisfactory condition capable of producing treated
septic effluent in accordance with the equipment's approval for operation in the
Municipality. The owner shall enter into a service agreement with an AWWTS
service and maintenance provider approved by the municipality and the
manufacturer of the AWWTS for the entire term of the AWWTS. In addition,it
shall be the responsibility of the Owner during the term of this Maintenance and
Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay
for any and all: (1)repair(s), (2)maintenance, (3)adjustment(s), (4)replacement
costs, and(5) inspection costs.
B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules
and orders for the AWWTS.
C. Upon request by the Municipality,the owner agrees to provide the Municipality a
written schedule of routine maintenance and repairs which have been performed
on the system. When a record of maintenance is documented and maintained by
the system vendor, the owner agrees to allow the Municipality access to this
information.
D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS
may be assessed in accordance with AMC 14.60 for improper discharge.
E. Owner agrees that only maintenance and repair personnel approved by the
Municipality will inspect and make any necessary maintenance,repairs or
permitted alterations to the system.
F. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
G. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On-Site Systems Approval.
H. 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.
6. Nonwaiver. The failure of either party at any time to enforce a provision of this
Maintenance and Repair Agreement shall in no way constitute a waiver of the
provisions, nor in any way affect the validity of the Maintenance and Repair
Agreement or any part hereof, or the right of such party thereafter to enforce each and
every provision hereof.
7. Amendment.
A. This Maintenance and Repair Agreement shall only be amended,modified or
changed by a writing, executed by authorized representatives of the parties, with
the same formality that this Maintenance and Repair Agreement was executed
with, and such writing shall be attached to this Maintenance and Repair
Agreement as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this agreement,the only authorized representatives of the parties
are:
a. Owner: --3-0kV.o. WJ\Nk1vi1VYk5
b. Municipality: Director, Community Development or designated authority
C. Any attempt to amend,modify, or change this contract by either an unauthorized
representative or unauthorized means shall be void.
8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance
and Repair 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 Maintenance and Repair
Agreement.
9. Severability. Any provisions of this Maintenance and Repair Agreement decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining
provisions of the Maintenance and Repair Agreement.
OWNER:
By:,/( (signature) Date: 42*)
414111 Pab/vt (print name)
STATE OF ALASKA
)ss.
THIRD JUDICIAL DISTRICT )
The foregoing instrument was acknowledged before me this 21 day of ty�u.,.,-
20_22, by 1u't Aiken
,till!/f�
2 /(:: • ee,.•\55 N •
,IOT. R� PUBLIC FOR ALASKA :� c� A®00— ,•:
ommission expires: l'2.t4-19 Pua-C
MUNICIPALITY:
By: (signature) Date:
(print name) Title:
PLAT NO. 2016-76
WOODHAVEN SUBDIVISION, ADDN. NO. 3
LOT 12
40,100 S.F.
MARCELLE CIRCLE
—fr R•Iz.63'
�, L.16.83'
0
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AS-BU I L T I HEREBY CERTIFY THAT I HAVE SURVEYED THE
PROPERTY DEPICTED ABOVE AND THAT NO
GASTALDI LAND ENCROACHMENTS EXIST EXCEPT AS INDICATED. iirwllRkic
SURVEYING, LLC IT tS THE RESPONSIBILITY OF THE OWNER TO .O�t. OF, .4410.
JEFF A. GASTALDI• R.L.S. DETERMINE THE EXISTENCE OF ANY EASEMENTS. ..",.... ............4
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2000 E.DOWLJNG RD.,SUITE 8 COVENANTS OR RESTRICTIONS WHICH DO NOT is CO o rN v
ANCHORAGE.ALASKA 99507 APPEAR ON THE RECORDED SUBDIVISION PLAT. W * 49_ ..••'*1
PHONE 248-5454 UNDER NO CIRCUMSTANCES SHOULD ANY DATA . .• .1
GRID DATE HEREON BE USED FOR CONSTRUCTION OR FOR 0 v Jeffery Crt0111. t
SW2735 9/5/2018 ESTABLISHING BOUNDARY OR FENCE LINES. ..\-*.,.y15P81. .
F.B. JOB NO. ANCHORAGE RECORDING DISTRICT.ALASKA #I.A"es"'. .•.•
18-03 WHS12 NOTE: NO CORNERS SET THIS DATE ++r>aiis*�