HomeMy WebLinkAboutWOODHAVEN #3 LT 6a
Municipality of Anchorage
Community Development Department Page 1 of 2
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: OSP171045 i 5 t(l l PID Number: 015-282-51 0 New ❑ Upgrade
Name:
SPINELL HOMES ABSORPTION FIELD
Address ❑ Deep Trench D Shallow Trench E Bed ❑ Mound
MARCELLE CIRCLE ❑ Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
4 4.0 GPD/SF 0.0 Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot +,5 Ft. 0•5Ft.
WOODHAVEN#3 6 Fill added above original grade Gravel length
Township Range Section 2.5/3.0 Ft. 20 Ft.
Gravel width Beds:Number of Lines Distance between lines
SEPARATION DISTANCES 10Ft. 2 5.O Ft.
To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist.between trenches
From Tank Field Lift Station Tank Line 200 Ft2 Ft.
Well 253.0 1268.3 255.9 N/A 159.8 TANK El Septic 0 S.T.E.P. ❑Holding ❑Other
Manufacturer Capacity
Surface Water 100+ 100+ 100+ N/A ADVANTEX 1500Ga1.
Material Number of compartments
Lot Line 24.1 26.2 25.6 N/A FIBERGLASS 2
NA
Foundation 93.4 108.5 96.4 N/A LIFT STATION
Manufacturer Capacity
Curtain Drain 50+ 1 50+ 50+ N/A ORENCO 500 Gal.
Remarks Pump on level at Pump off level at High water alarm at
40 in. 36 in. 45 in.
Pump make and model Electrical Inspections performed by
P2005 MOA BUILDING SAFETY
PIPE MATERIAL House to tank 3034 Tank ldto 3034
Installer drainfield _
POMRAINING CONSTRUCTION Drainfield 3034 CO/MT 3034
Inspector Steven R. Pannone BENCH MARK (Assumed elevation) 364ft
Inspeection ction 1s' 6/23/18 2nd Location and description
6/23/18
3id 6/23/18 4'" SW BOTTOM HOUSE TRIM
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engineer's Stamp
,� OF �s�!
Conditional Approval: Date rkt:.•••• !}
� Steven . f�annone of
�� , C 814 •. �,,
(
Approved L.._- Date7---i >t
Inspection Report_1-1-12.doc
i \i
WETLANDS W_______-- -
\(N SURFACE WATER) \ /
. • . y''0&E ESMTFL
„.-M M
W O k /� F
SHOP6 /\ \ \ A / / M _z ,
J-44-
f .L.,4 • •
Ti FC2 INSTALLED 10008 / -
T2 PLASTIC SEPTIC TANK , 4BR H
C3 M3 r HOUSE • [
• M1 C1 FC1 I / /ts DRik
44
1 '') T3 e I ��/ Fiy4)- 1 WELL
44 1C4 4�. I ' N
• M4 M2 , T4 / \ /
DCO INSTALLED 1500g ADVANTEX TANK I
TH-17 C2 WITH AX20 POD AND AUX. PUMP VAULT I A B
• • -INSTALLED FOUNDATION CLEAN OUTS - FC1 46.0 5.60 }
I INSTALLED PRIMARY DRAINFIELD
2OLF x 10'W x 0.5'ED x +0.0'TD \ FC2 95.1 106.1
I
DESIGN PARAMETERS REMOVED ORGANICS AND PLACED 2.0' SAND Ti 99.8 99.1
PRIMARY/RESERVE SEPTIC SYSTEM INSTALLED MONITOR TUBE AT EACH CORNER ; \` T2 102.2 98.3 . (
��
NO. BEDROOM: 4 (600 gpd) ‘ \ T3 105.4 96.7
TANK SIZE: 1500g ADVANTEX 1 \ T4 110.3 96.4
I �
W/ AX20 POD & AUX PUMP VAULT 1 \ L
PERC RATE: 24 MPI DCO 115.2 102.6
SOIL RATING: 4 GPD/SF If \ \ C1 118.2 110.0
AREA ROD: 150 SF ! \ M1 120.4 112.6 -
SYS. TYPE: BED - 10'W f 7 C2 123.1 111.4
IMIN LENGTH: 15.0 LF
\ M2 124.3 113.1
USD: , , C3 141.3 136.0 --
20
20 LFx10'Wx0.5' E.D., +0.0' TDM3 141.1 134.9
TOTAL AREA: 200 SF I / C4 145.1 136.7 r
W/ ±2.0' SAND I � i
= / M4 \143.5 134.E
Ci
w w
Lu m
M
O_ FILTER FABRIC 0 O
I- 4"0 PERF PIPE Z w
Z O
> j M 2"R.I. V
o o z DRAIN ROCK 6" F.G.
o a ABOVE PIPE INV 359.0
U 0 Z N 6 DR N RO 3
O.C.F.C. \ O.G. -11
358.0 = II ^ 356.0
r2"R.I. IIMPrAX20 ','.:','V.-
^C 5 J: c '1"�` ,i�5-t 1s > �, 4 �. , t-OB/ Tf•-t 7
`/ POD i '''-C 2 SAND :. C;::S�cS u:?.• '., J .,�,. 4 OG
T 3
1000 g
354.4/ PLASTIC \354. 2 / 1500g ADVANTEX 6- Ski
353.4
TANK TANK PROFILE
7/8/13
14- 1339.5
IS- f
18-
S-
18-80H
DATE PERFORMED:
1/$1/13
NOTES: PANNONE ENG SVC, LLC -.,,,,��\�� Dote
RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 -g(��F A�:10 ki 7/9/2018
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PHONE (907) 272-8218 FAX (907) 272-8211 //g• '77 1� 1"=50'
••• •• 0 P.I.D. NO
WOODHAVEN #3, LOT 6 15-282-51
SPINELL HOMES, INC. Steven'R. Ponnorae PERMIT N0.
DRAWN BY: ACP , -P . CE 8149 •'�j 0SP171045
MARCELLE CIRCLE 4 J, �
PLAN ANCHORAGE, AK 1kkV° OFESSot-Z' Sheet 2
G Doc Co dba
i ULLIVLL & AN WATER WELLS
P.O.Box 670269,Chugiak,AK 99567 688-2759
www.sullivanwaterwells.com
Pump Installation Log
Well Drilling Permit Number:SW OSP141150 Date of Issue 8-21-14
Parcel Identification Number: 01528187000
Legal Description Property Owner Name &Address
Woodhaven#2 D-1B-A Lot 6 Spinel)Homes
Pump Installation Date: 6-8-18
Pump Intake Depth Below Top of Well Casing: 110 feet
Pump manufacturer's Name: F&W
Pump Model: 4F11P073015
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.
-23- 1
�JNo�P"`z,0, MUNICIPALITY OF ANCHORAGE mens ,
. On-Site Water&Wastewater Program
19 50,�
PO Box 196650 4700 Elmore Road
�7 .11d Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997
7's http://www.muni.org/onsite A
\�. ehartment
4 N iHONth°.
On-Site Wastewater Disposal System Permit
Permit Number: OSP181111 Effective Date: 6/13/2018
Work Type: Septic Renewal Expiration Date: 6/13/2019
Tax Code Number: 01528251000
Site Legal Address: WOODHAVEN #3 LT 6 G:2735
Site Mailing Address: 3841 MARCELLE CIR, Anchorage
Owner: SPINELL HOMES INC Lot Size in Sq Ft: 41838
Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 4
This permit is for the construction of:
El Disposal Field Q Septic Tank ❑ Holding Tank 0 Privy ❑ Private Well 0 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: Pump install log and water sample results shall be submitted with inspection report/record
drawings to close this permit.
Received By: c I III � / Q l Date:
Issued By: CQ ouvt�a(p Date: • 1
MUNICIPALITY OF ANCHORAGE
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. 015-282-51
Property owner(s) SpinelI Homes, INC Day phone
Mailing address 1900 W. Northern Lights Blvd. #200 Anchorage, AK 99517
Site address NHN Marcelle Cir.
Legal description (Sub'd., Block & Lot) Woodhaven #3 L6
Legal description (Township, Range & Section)
Lot Size 41,838 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply)
Absorption Field x❑ Initial ❑ Single Family (SF) ❑X
(w/wo ADU)
Septic Tank ❑X Upgrade ❑ Duplex (D) ❑
Holding Tank ❑ Renewal ❑X Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑
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 i _ ..es.
/
(Si atu re • • •Le • .finer or aut brized agent)
Permit/Rush Fees: 4 14b Waiver Fees:
Date of Payment: 512_111/ Date of Payment:
Receipt Number: 6538 16 Receipt Number:
Permit No. 4 S P 1 $ /1 1 i Waiver No.
Permit App_.-: ::...c
Pannone Engineering Services LLc � 67 8.9 '0 >>,
Steven R. Pannone, Principal
Registered Professional Engineer a MAY 2 5 018
E-mail:Steve@panengak.com n
tea.
c.
May 23, 2018 6 8 Lg '�
Subject: Expired On-Site Water and Wastewater Permit
Permit Renewal Request
Permit Number: OSP171045
Legal Description: Woodhaven #3 L6
This is a request to renew the permit for the above mentioned lot. All site conditions remain the same.
The construction still will not affect the health, safety, or development of the surrounding lots.
Sincerely,
• 1 /
Steven R. Pannone, P.E.
Owner/Civil Engineer
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
.tociPLafr,. MUNICIPALITY OF ANCHORAGE
On-Site Water&Wastewater Program
ate' PO Box 196650 4700 Elmore Road ,c, •
Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997
"
\ - r % http://www.muni.org/onsite
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___� l)cllrtmcnt
4 'cRo%PGS
On-Site Wastewater Disposal System Permit
Permit Number: OSP171045 Effective Date: 4/12/2017
Work Type: Septic Initial Expiration Date: 4/12/2018
Tax Code Number: 01528251000
Site Legal Address: WOODHAVEN #3 LT 6 G:2735
Site Mailing Address:
Owner: SPINELL HOMES INC Lot Size in Sq Ft: 41838
Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 4
This permit is for the construction of:
El Disposal Field 0 Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 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: Pump install log and water sample results shall be submitted with inspection report/record
drawings to close this permit.
. 6 G�i-O/
Received By: / a/. ,J' Date:
/ yyrr 'I I , • / 7
Issued By: U_(76 ���: l �JZ'Z,c I� Date:
MUNICIPALITY OF ANCHORAGE
(77.7\\
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. 015-282-51
Property owner(s) Spinel! Homes Inc Day phone
Mailing address 1900 W Northern Lights Blvd #200, Anchorage, AK 99517
Site address NSN Marcelle Circle
Legal description (Sub'd., Block & Lot) Woodhaven #3, Lot 6
Legal description (Township, Range & Section)
Lot Size 41,838 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply)
Absorption Field E Initial ❑X Single Family (SF) ❑X
(w/wo ADU)
Septic Tank ® Upgrade ❑ Duplex (D) ❑
Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑
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.
(Signature of property owner or authorized agent)
Permit/Rush Fees: :J(D% Waiver Fees:
Date of Payment: LIMO- Date of Payment:
Receipt Number: allagX Receipt Number:
Permit No. 05Pr?-I5 Waiver No.
Permit App_:-:• :...,c
Pannone Engineering Services uc
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail:steve(cilpanengak.com
April 7, 2017
Subject: Woodhaven #3, Lot 6
Septic System Permit Request
Design Narrative
This is a design narrative for a permit to install a septic system to be issued for this property. The
proposed system will serve a proposed four (4) bedroom house. Currently the lot is undeveloped, except
for an existing well. The system will utilize a new 1500g advantex tank with an AX20 pod 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 in the vicinity 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 6.0' below the surface in the test hole monitor tube in July of 2013. Bedrock was not
encountered in the test hole to 15.5'. Based on the results of the percolation tests and overall soils
appearance; an application rate of 4.0 gallons/day/square was used for a Cat III wastewater system in
the area of the test hole.
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 8% 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
-
I
I
1 /
I �
N /
Z PRIMARY / RESERVE DRAINFIELD (P)
2OLF x 10'W x 0.5'ED x +0.0'TD /
1 t REMOVE ORGANICS AND PLACE ±2.0' SAND yJ
INSTALL MONITOR TUBE AT EACH CORNER -
w ��� I
WETLANDS W 1500g ADVANTEX TANK (P) ••.
(NO SURFACE WATER) WITH AX20 POD AND AUX. PUMP VAULT
INSTALL FOUNDATION CLEAN OUT
......•••••• 0 T&E ESMT
z14`SHOP (P) M
• 5 /\•;\ ,---•
VI .
4-BR
HOUSE (P)
IIn 1 10 SS —' •
TH-18 /L `
WELL (E)
\ .
J 'WELL (E)
O1 )c.,N\_______AA-________44
1 A. \4\ 17\
DESIGN PARAMETERS 7 7/ \
PRIMARY RESERVE SEPTIC SYSTEM \
NO. BEDROOM: 4 (600 gpd)
/ \ W-------Wf
TANK SIZE: 1500g ADVANTEX 11'
W/ AX20 POD Sc AUX PUMP VAULT
PERC RATE: 24 MPI / \ W` ., J W'
SOIL RATING: 4 GPD/SF ABBREVIATIONS
AREA RQD: 150 SF LEGEND TH TEST HOLE
SYS. TYPE: BED - 10'W P W WATER LINE/ ( )
MIN LENGTH: 15.0 LF PROPOSED
WELL RADIUS (E) EXISTING
USE: CO CLEAN OUT NO.
20 LFx10'Wx0.5' E.D., +0.0' TD SS NEW SEPTIC MT MONITOR TUBE NO.
TOTAL AREA: 200 SF TYP TYPICAL
W/ ±2.0' SAND \
NOTES: PANNONE ENG SVC, LLC .:~ pF A �It6/11/2018
Dote
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 i'��•• .:.:40,k0
/'�P• '� Score
PHONE (907) 272-8218 FAX (907) 272-8211 ig,• ��� '•,y VI
*: • .04 �1� ..*y 1'=50'
•• yIVPI 0 P.I.D. NO
WOODHAVEN #3, LOT 6 `— a 82-51
Steven R. Pannone , PERMIT NO.
SPINELL HOMES, INC. CE 8149
F / OSP171O45
MARCELLE CIRCLE 9,cs . •.fir
PLAN ANCHORAGE, AK 11c Sheet
2
��\\����
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.
3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 6 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL
TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 6 FEET 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: .
20' RISER
REPOSE
POD WEIGHT CALCULATIONS
Buoyant Force = Weight of Water Displaced
NATIVE: 360CF-RISER 8.16CF-POD 65.3CF= 286.5CF (((Plx(5.3)"2/4)x10)+17.6)x62.4 PCF = 15,039 # Up
W■�gli COUNTER WEIGHT
Assume water Osurface - all soil saturated
11211.■ Assume angle of repose = 20 Degree (WORSE CASE)
TYPE II: 159CF-RISER 6.28CF = 152.7CF Assume bedding does not odd to force down
1 EGT
Weight of tank = 1,400 #
BED TANK W Weight of MoA Type II (135 PCF - 62.4 PCF)=72.6 pcf
/ 152.7CF x 72.6 PCF = 11,086 # Down
SEWER ROCK Weight of Native Soil (120 PCF - 62.4 PCF)=57.6 pcf
-- I---2' TYP.. 286.5CF x 57.6 PCF = 16,502 # Down
Total Weight on Tonk = 28,988 # OK!
1500 ADVANTEX TANK TANK BOUYANCY
NOTES: PANNONE
EN LLC �, u Dote
FOR CONSTRUCTION PAN O1VLi �1\G SVC, SOF At `Ai 4/13/2017
P.O. BOX 100217 ANCHORAGE, AK 99510 A,sQ� S' � Scale
PHONE (907) 272-8218 FAX (907) 272-8211 /g•• �4,••••17.5;##
*` /� �� •*0/� P.I.D NTS
NO
WOODHAVEN #3, LOT 6 ����.A / 015-282-51
SPINELL HOMES, INC. •• 'teve -'� annore' PE-'' NO.
t •. CE 8149 .•c�-
MARCELLE CIRCLE Ii/Fj, . • � OSP171045
DESIGN DETAILS ANCHORAGE, AK gi-q••••• ,*Ai: Sheet
,��,\\ V% 2 OF 2
PLAT NO. 2016-76
WOODHAVEN SUBDIVISION , ADDN . NO. 3
LOT 6
1 1
41,838 S.F. : 47.0' I
1
1
1
1
k
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351' 368' o ``
S 89°57'15"E 300.10' S I 0
72.0' } 10' T. & E. ESMT, i i ,o
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40.0' 1. 00 I °le I 22.0'
b I o %S o c A.C: DRIVE w w o; --
N I 1 N PROPOSED N, Mr—, '` (� I 1 25.0' a,
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M i I EXISTING GROUND---•"5%"" ' , Z , BUILDING D ETAI L
CONTOUR
0 a I PROPOStt) SCALE: 1'1=20'
W o
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al, IL
iX
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iri ,
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N 89°56'25"E 319.82' 1/4-
1 " =40' 351' 374' FSS { 376'
1
6g°46 S2•F
',994• /tapt4 ";-„.%)• MARCELLE
CIRCLE
20' DRAINAGE ESMT.
15' GAS ESMT. 376'
19ddhe.s s
fria1/17 '
P L OT PL AN I HEREBY CERTIFY THAT I HAVE SURVEYED
THE PROPERTY DEPICTED ABOVE AND THAT 4$♦S11 114 f
GASTALDI LAND THE PROPOSED IMPROVEMENTS AND DRAINAGE ��•Q��••OF.. q4• I•
SURVEYING LLC PATTERNS ARE AS SHOWN HEREON. IT IS THE
JEFF A. GASTALDI, R.LS. It � '
: '•.'�
RESPONSIBILITY OF THE OWNER, PRIOR TO • ; 0
2000 E. DOWLING RD., SUITE 8 ■ 111 : 4 9 T %lop°e6usyo pen "
ANCHORAGE, ALASKA 99507 CONSTRUCTION, TO VERIFY THE PROPOSED ■' •
PHONE 248-5454 BUILDING LOCATION ON LOT, BUILDING ••• •
•+� 6u'uI>e;q°;�"� ` pia ,o�>�!Pow peO$dd'
Jeffery A. Gastaldi eq fou Ileys suo ogr=ads pue sueld peno:ddb
GR I D DATE DIMENSIONS GRADE AND UTILITY CONNECTIONS o.:� uo wogs ss aic,, ,,e4 gUBMITT
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SW2735 6/5/2017 AND TO DETERMINE THE EXISTENCE OF ANY ♦.PPaA,(015�•2,.� s§- __ . — -� jr /%/� + �lyQ
F. B. JOB NO. EASEMENTS, COVENANTS, OR RESTRICTIONS 4, 'ofessiono\�044 _ --
JUN 2 2 2017
WHICH DO NOT APPEAR ON THE RECORDED 1 ♦ - ' �8
� ���� � �7 -' ��tDt3EW EARP
WHS6 SUBDIVISION PLAT. _ �"
-Ra1/"%' 7011 fns►-+ _ lat.....1
On-Site Water System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Depadment
On-Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP141150
Tax Code Number: 01528187000
Work Type: Well
Permit Effective Dates: August 21, 2014 to
Design Engineer: ANDERSON ENGINEERING
Subdivision: WOODHAVEN #2
Site LegalAddress: WOODHAVEN #2 TR D-1B-A G:2735
Owner/Address: SPINELL HOMES INC
Initial
August 21,2015
Lo - G
1900 W NORTHERN LTS BLVD #200 ANCHORAGE AK 995173342
Site Mailing Address: 11740 ELMORE RD, Anchorage
Lot Size in Sq Ft: 861890
Total Bedrooms: 4
This permit is for the construction of:
N Disposal Field N SepticTank N Holding Tank N Privy Y Private Well N Water Storage
All construction must be in accordance with: 1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater
Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80).
3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services Division
On-Site Water & Wastewater Program
Phone: 907-343-7904
Fax: 907-343-7997
ON-SITE SEWER/WELL PERMIT APPLICATIONuB~i~i,1,
Pamel I.D. 015-281-87 ~ t~¥
Property owner(s) Spinell Homes, Inc. Day p ch.3~_4~""'"'~
Mailing address 1900 W. Northern Lights Boulevard, Suite 200 Anc~ei~,K 99517
Site address 11311 Polar Drive Anchorage, AK 99516
Legal description (Sub'd., Block & Lot) Woodhaven, Addn. No. 2, Tract D-1B-A
Legal description (Township, Range & Section)
LotSize 40,763 Sq. Ft. Number of Bedrooms Four (4)
APPLICATION IS FOR:
([] all that apply)
Absorption Field []
Septic Tank []
Holding Tank []
Privy []
Private Well []
Water Storage []
APPLICATION IS AN:
TYPE OF DWELLING:
Initial [] Single Family (SF)
(w~vo ADU)
Upgrade []
Duplex (D)
Renewal []
Multiple Dwellings
(SF and/or D)
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Dis tance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
Permit No.
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
(Lot 6)
Permit App_9-1-12.doc
August18,2014
Building Safety Division
On Site Water and Wastewater Program
4700 Elmoro Street
Anchorage, AK 99507
Attention:
Jay Cmwdson, P.E.
On Site Se~ices Engineer
Subject:
Woodhaven Subdivision
Aquifer Study
Dear Jay:
Woodhaven Subdivision is composed of 13 Lots and 2 tracts and is located off of
Elmore Road near Huffman Road in Anchorage. It is surrounded by developed lots
served by both the AWWU water system and on site private wells. The lots proposed for
the subdivision are in excess of 40,000 square feet and are proposed to have on site
wells and septic systems.
Throe wells are proposed for placement in the subdivision on proposed Lots 6, 7 and
8. The wells will be placed at sites which will ropresent standard locations rolative to
septic system sites and home sites on typical lots in the subdivision. Each well will be
pumped in accordance with AMC 15.55.060F1 to establish the sustained yield as
determined by the well driller. Water quality testing from each well will be accomplished
in accordance with AMC 15.55.060F2. A formal report including sustained yield rosults
for each well will be submitted once all data is gatherod and analyzed.
Permit applications are attached for placement of the throe wells in the subdivision. We
hereby request your approval to complete the well and water study to determine the
capacity of the aquifer to support the proposed wells for the subdivision.
The location of the wells and the proposed location of the houses and septic systems on
the lots will not impact adjacent properties. If the wells and proposed septic systems
aro constructed in accordance with our design the'following statements apply:
The well, if constructed as designed, will have no adverse impact on the wells in
the area or those to be constructed in the future.
The well, if constructed as designed, will have no adverse impact on existing
septic systems in the aroa or those to be constructed in the future;
Woodhaven Subdivision
August 18, 2014
Page 2
The well, if constructed as designed, will have no adverse impact on reserve
space, either surface or subsurface, on any lots located in the area.
4. The well, if constructed as designed, will have no adverse impact on drainage
patterns in the area. The current drainage pattern will be maintained.
Sincerely,
Michael E. Anderson, P.E.
Attachments
U N S U B DIVIDE
U NSUBDIVIDED
SIR FKER
AOON.
N O. 3
,I ,l ,
[ I
SJErKIER
I ~o.I
I ,!
WOODHAVEN
SUHD. ADDN.
NO. 2
WOODHAVEN
SUBD, ADHN.
NO. 1
WELL
J E N K I Nt S U B J).
I ,
/ % %
I
iTS H E P H E R O
HE HILLS
I /
WOODHAVEN SUBD.J
ADDN. NO. 2
W O O D H AJv E N S U B D.
AODNJ NO. 2
/
I \ ~ /
I , \ /
sulHo. .~. ~/
I \ /
LEGEND
~'~'~Test Hole Designation and Location
~il Well Location with 100' Protective Rodius
AND SEPTIC SYSTEM
SCALE 1" = 200'
PLAN
WOODHAVEN SUBDIVISION, ADDN. NO. 5
LOTS 1 THRU 13, TRACTS A & B
A RESUBDIVISION OF TRACT D-lB-A, WOODHAVEN SUBDIVISION. ADDN. NO. 2 (84-85).
LOCATED WITHIN THE SE1/4, SECTION 21, T12N, RSW, SM. ALASKA. ANCHORAGE RECORDING
DISTRICT, THIRD JUDIOAL DISTRICT, AND CONTAINING 19.79 ACRES, MORE OR LESS.
LOT 6, WOODHAVEN SUBDIVISION NO. 3
Test Hole No. 7
DESIGN FACTORS: SYSTEM REQUIREMENTS:
4 Bedroom Home Raised Bed System
Perc. Rate: 24 Min./Inch Four Bedroom Advantex Treatment System
Application Rate: 3 GPD/SF Add On Pump Vault
.5' Effective Depth
4 Bedrooms X 150 GPD/Bedroom = 600 Gallons
600 Gallons/3 GPD/SF/10 LF (Width) = 20 LF Bed Length
THEREFORE: Construct a 20' Long by 10' Wide by .5' Effective Depth Absorption Bed at the Location
Shown on the Site Plan. Distribution Pipe to be Placed at 1.0' Above Existing Ground. Remove
Organic Layer and Replace with Coarse Sand. Place 3' of Cover Over Absorption Bed and 4' of
Cover Over Septic Tank. Maintain 100' Separation From Private Well on the Lot and in the Area.
Existing Ground 1'
Revegetate Mound with 6' of Topsoil
Natural Backfill
Geotextile Fabric
O
Drainfield Rock
Remove Organic Material and
Replace with Coarse Sand
In Situ GM Soil
Holes @1 !a~pa~ng
1' 4' 4' 1'
NOTE:
TYPICAL BED SECTION
~,o SCA,E) ~,~.'. ..............
Grade Area Surrounding Bed to Drain Away. ~, 4~:
Minimum 6' Separation From Bedrock.. ,,,,,,,,,,,,,.,,,.,~.. ~,~~ :: 49th
Minimum 4' Separation From Groundwater.
Minimum 100' Separation From Private Wells in the Area. i¢~¢.~.. Michael E. Anderson
Minimum 100' Separation From Surface Water or Streams..
;~.."~ ',. No. CE4381
Minimum 10' Separation From Water Service Line. .~.~'...--
~;,% .~.~.:..,¢....-' ~,~
4700
DEPTH
]
2
3
5
6
?
9
11
20
I"'IUNICIPALITY Of ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
BRAGAW STREET ANCHORAGE, AK 9951c)-6650
SOILS LOG - PERCOLATION TEST
WOODHAVEN SUBDIVISION NO.
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE: I/PI/15
PARCEL ID#:
SPIN~L-L HOMES
PROJECT No.:
TECHNICIAN:
]TEST HOLE No. 7 ]
0B/0G
SILTY SAND
WITH VARYING SILT
DRY
SH
TRACE COBBLES
10" TO 12"
BOH @ 15.5'
WAS GROUND WATER ENCOUNTERED?
IF YES (~ WHAT DEPTH?
DEPTH TO WATER AFTER MONITORING:
DATE OF MONITORING: __
A. HARALA
SLOPE
No
7/8/13
E
SITE PLAN
SEE SITE PLAN
DEPTH TO
DATE READING GROSS TIME NET TIME WATER NET DROF
(MINUTES) (MINUTES) (INCHES) (INCHES)
I/ZI TEST HOLE PRESOAKED PRIOR TO TESTING:
I I1:10 1.125"
2 11:40 30 2.575" 1.25"
3 1t:41 1.00"
4 12:11 50 2.25" 1.25"
5 12:12 1.50"
6 12:hZ 50 2.75" 1,25"
PERCOLATION RATE: 24 (MiN/INCH) PERC. HOLEDIA. 8" (INCHES)
TEST RUN BETWEEN: 4 FT. and 5 FT.
COMMENTS: _.TEST HOLE PRE SOAKE0 PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. l, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE:. 5/12/15
�,'lc+� e8 9 10� 7,
_•t c._ Municipality of Anchorage ti 4. 1.
On-Site Water and Wastewater Program -. < ,,Q¢ ' ��"
(907) 343-7904 a ` . .LF c¶.., 018 n
3
Certificate of On-Site Systems Approval ho �
015-282-51 110-�� — ' 8 9
Parcel I.D. Expiration Date:
1. GENERAL INFORMATION
Complete legal description Woodhaven #3 Lot 6
Location (site address) 3841 Marcelle Circle
Current Property owner(s) Spinel) Homes, INC Day phone
Mailing address 1900 W. Northern Lights Blvd. #200 Anchorage, AK 99517
Real Estate Agent Day phone
2. TYPE OF DWELLING: v5 6 1 8 9 10
0 Single Family (w/wo ADU) evrb �'
RUSH! .off
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex) a JUL 1 2 2010 3
p
3. NUMBER OF BEDROOMS: 4 4.
l P\ w
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSA . $ L 9
5
Individual Well 0 Individual 0
Individual Water Storage ❑ Holding Tank ❑
Community Class Well ❑ Community ❑
Public Water System ❑ Public Sewer ❑
WaiverNariance request for: Distance:
1
Received J ! 11110 � 1:., a Date: /17--21_12)_` _a
COSA to be released to the engineer,unless of erwis�re•• -•� • .y the en.4 r.
S
COSA Fee $ •�p"l 4- 1I� % l b� Waiver Fee $
Date of Payment 1 f l 2 /// Date of Payment
Receipt Number /^� 015��G Receipt Number
COSA# o5C 1 1��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) 272-8218
Address P.O. Box 100217, Anchorage Ak. 99510
Engineer's Printed Name Steven R Pannone Date 7/11/2018
��
OF AI., SII
i Co.- to
p*: TM I' •.* �/
6. DSD SIGNATURE \ ' ' •''
System#1 Approved for C( bedrooms ' 4 %Steven ':•Bann • - •
System#2 Approved for bedrooms 91%.CE-8149
Disapproved 11\PROFE5510NP
N.
Conditional approval for bedrooms, with the following stipulations:
ON-SITE G-
WATER AND
Tt WASTEWATER
PROGRAM
r,. r.,-r'\I"
Original Certificate Date: 7' / 3---/
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 .
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 Lot 6 Parcel ID:015-282-51
A. WELL DATA
Well type Private If A, B, or C provide PWSID# Well Log (Y/N) Y
Date completed 9/16/2014 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y
Total depth 124 ft. Cased to 123 �ft�. , 01 Casing height(above ground) 24+ in.
FROM WELL LOG \13— ,A AT INSPECTION
Date of test 9/16/2014 �3
Static water level 47 ft. ft.
Well production 25 g.p.m. g.p.m.
WATER SAMPLE RESULTS:
Coliform NEG colonies/100 mL Nitrate 4.15 mg/L
Arsenic NDug/L Date of sample: 6/19/2018 Collected by: PES
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material ADVANTEX/FIBERGLASS Date installed 6/23/2018
Tank size 1500gal. Number of Compartments 2 Cleanouts(Y/N) Y
Foundation cleanout(Y/N) Y Depression over tank(Y/N) N High water alarm (Y/N) Y
Date of pumping NEW Pumper N/A
C. ABSORPTION FIELD DATA
Date installed 6/23/2018 Soil rating (g.p.d./ft2 or ft2/bdrm) 4.0 GPD/SF System type BED
Length 20 ft. Width 10 ft. Gravel below pipe 0.5 ft.
Total depth 0.0 ft. Eff. absorption area 200 ft2 Monitoring tube Y Depression over field N
Date of adequacy test NEW Results (Pass/Fail) For 4 bedrooms
Fluid depth in absorption field before test in. Water added gal. New depth . in.
Elapsed Time: min. Final fluid depth in. Absorption rate >= 600+ g.p.d.
N
Any rejuvenation treatment(past 12 mo.) (Y/N &type) If yes, give date
D. LIFT STATION
Date installed Size in gallons Manhole/Access (Y/N)
"Pump on" level at in. "Pump off' level at in. High water alarm level at _in.
Datum Cycles tested Meets alarm&circuit requirements?
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot 100+ On adjacent lots 100+
Absorption field on lot 100+ On adjacent lots 100+
Public sewer main 75+ Public sewer manhole/cleanout 100+
Sewer/septic service line 25+ Holding tank 100+
Animal containment areas 50+ Manure/animal excrete storage areas 100+
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 10+ Property line 5+ Absorption field 5+
Water main 10+ Water service line 10+ Surface water 100+
Wells on adjacent lots 100+
ABSORPTION FIELD ON LOT TO:
Property line 10+ Building foundation 10+ Water main 10+
Water Service line 10+ Surface water 100+ Driveway, parking/vehicle storage 10+
Curtain drain 50+ Wells on adjacent lots 100+
F. COMMENTS
G. ENGINEER'S CERTIFICATION �� OF A�\�l
I certify that I have determined through field inspections and Ale p'..• �)` y��I
review of Municipal records that the above systems are in 0•Ar; 4 •
conformance with MOA COSA guidelines in effect on this date. e••• • to ••
Steven Pannone
Engineer's Printed Name i• .eleven K. °annone O
Date
7/11/2018 ��++g. CE-8149• 1
COSA canary sheet_2-6-15.doc
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN MUNICIPALITY OF ANCHORAGE
AND Rw.,t C1 POtlr'(r f\ ‘i
THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this
LPN Day of Oci' he t of 20 I7, by and between
Rei.ft pc,rnraly ,
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
AN/4" -iz(-)t SCibicc. Simw�
located at (legal description).
WOOdho�vey.
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: ' J, fawn c,
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: eel/67 (signature) Date: /0 3_17
1
te0]0/)j/4,17 ---(print name)
STATE OF ALASKA )
)ss.
THIRD JUDICIAL DISTRICT )
The foregoing instrument was acknowledged before me this 3 day of pleb.
20 lam', by W c). ..avvv -t •ft; — —
��� L•ARNO is
i • �i1'•‘SSION.•�0 .•
•
N c r 'UBLIC FOR ALASKA •v0 NOTARY p•
My Commission expires: m_t►3 L9 _ • !B ''
5
,,; t�1liii1
MUNICIPALITY:
� Q
By: (signature) Date: (d -( 3-1 (�
(print name) Title:
PLAT NO. 2016-76
WOODHAVEN SUBDIVISION, ADDN. NO. 3
LOT 6
41,838 S.F.
47.0'
FENCE (APX) I� c
ll
S 89°57'15"E 300.10' l
• 5210' ^, 10' T. do E. ESMT. I II ri
' N CS
' NM
t✓40.0
8 ..''. li ,o E a
., SHOP N GRAVEL DRIVE � IIIIII
W - W 4 W W 25.0'
cr 0.0
f. o
I LJ
• M V VI s, I r I
30'z n . gm
I '/.d EXISTING $$ BUILDING DETAIL
R ;n i . - ,8UILDING GRAVEL DRIVE z SCALE: l"=20'
SEPTIC SYSTEM •
•
C
'• . « 0 L L, 1 WELL
r0 i0 S 65•
N4 N s?'f
L • 101.2' Alec, /566 .
• N 89'56'25"E 319.82' SS
1 " = 40' FSM,. 4.c
0/4.4,
Sss°46.4.2.z.
sSF
? / / .
19 % h
r
94' u h�MARCELLECIRCLE
ar
20' DRAINAGE ES/AT.
15' GAS ES/AT.
AS -BU I L T I HEREBY CERTIFY THAT I HAVE SURVEYED THE
PROPERTY DEPICTED ABOVE AND THAT NO
SURVEYINLDI G.NGALD C ENCROACHMENTS EXIST EXCEPT AS INDICATED. ���OF m f�.
IT IS THE RESPONSIBILITY OF THE OWNER TO X00 A�
JEFF A. GASTALOI, R.L.S. ••'...... '4 .•
pETERMWE THE EXISTENCE OF ANY EASEMENTS, ♦• ,`P.•' •. S,
2000 E. DOWLING RD., SUITE 8 COVENANTS OR RESTRICTIONS WHICH DO NOT ;y 0'
ANCHORAGE, ALASKA 99507 APPEAR ON THE RECORDED SUBDMSION PLAT. a•yt•: 49IH • * '
PHONE 248-5454 UNDER NO CIRCUMSTANCES SHOULD ANY DATA fo• • •• I •/0
GRID DATE HEREON BE USED FOR CONSTRUCTION OR FOR . Jeffery a Gaataldi : a
SW2735 6/27/2018 ESTABLISHING BOUNDARY OR FENCE LINES. la`sem • / LS-6091 �o�
ANCHORAGE RECORDING DISTRICT, ALASKA �.�^ta 0 ...7/z.•$••p•3..
F.B. JOB NO. ..pPoressknal 1-°°47'
WHS6
NOTE : NO CORNERS SET THIS DATE 144 as•il•