HomeMy WebLinkAboutEAGLE VISTA BLK 2 LT 1
,s04,,,_,,,,,,_,!:,,,, MUNICIPALITY OF ANCHORAGE foent
On-Site Water&Wastewater ProgramNo s;i
PO Box 196650 4700 Elmore Road
Anchorage.Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997
http://www.muni.org/onsite
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On-Site Water System Permit
Permit Number: OSP171249 Effective Date: 8/24/2017
Work Type: Well None Expiration Date: 8/24/2018
Tax Code Number: 05071113000
Site Legal Address: EAGLE VISTA BLK 2 LT 1 G:0805
Site Mailing Address: 32035 EAGLE VISTA DR, Eagle River
Owner: KOCH FAMILY TRUST Lot Size in Sq Ft: 125261
Design Engineer: Total Bedrooms: 3
This permit is for the construction of:
❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy 0 Private Well El 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
4,
' i7
Received By: _ � Date:
Issued By: /v No Date: .—Y7
ELL5,01
r\,i U ''1CilPALHTY OF {�' NICH F•. ACS
Community Development Department '� ,--- ` „; 0MrQUII43= 04
Development Services Division IFr F x: 907-343- -•Dr
On-Site Water & Wastewater Program 3 2011
ON-SITE SEWER/WELL PERMIT APPLICATI•�6 �'� ti
Parcel I.D. 050 W//Z
Property owner(s) a L ()Q YN Day phone ' X53
Mailing address 3'D.,0 E-. p__, v 01/4-„kcv c , cc �,�:\)e..r Ag..ctc-ts-4
Site address ,c). 6tg_ ti, k -� c_p_..N`i--:tog..„ At--,SIG59-3
Legal description (Sub'd., Block & Lot) \e,. v ' ke . o\\L_ \ I
Legal description (Township, Range & Section)
Lot Size nata(ca Sq. Ft. Number of Bedrooms j
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(® all that apply)
Absorption Field ❑ Initial ❑ Single Family (SF) ❑
(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.
I
- b-C-177 Aft@ Ark"(-, • 1X A° SIV _,
(Signature of property owner or au • zed agent)
Permit/Rush Fees: 03C/c Waiver Fees:
Date of Payment: g1 vl 3 fR Date of Payment:
Receipt Number: at # (j W,p$6$ Receipt Number:
Permit No. 05''ri'fag9 Waiver No.
PermitApp_9-1-12.doc
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DCC:PM01982 Date:03/08/2016
NSF/ANSI Standard 61 -Drinking Water System Components - Health Effects
Authorized Registered Formulation
This product may require additional evaluation or testing prior to authorization for Listing.Only products included in NSF's Official Listing are NSF
Certified and authorized to bear an NSF Certification Mark.
Reason For Revision: W0274814-Add alternate polyethylene to PM01982/IA07948.
Customer Name: Norwesco,Inc. Facility Location: Washougal,WA
Customer Number: 23190 Facility At: Washougal,WA
Facility Number: 23792
Trade Name(s) Function(s) Size
Applicator Tanks Tanks 20-500 gal
Applicator Tanks(Slim Line) Tanks 150-200 gal
Below Ground Holding Tanks Tanks 2000-5100 gal
Cistern Tanks. >=500 gal
Cistern DL Tanks > 600 gal
Cistern Sphere Tanks 250-325 gal
Cistern Sphere DL Tanks >=325 gal
Cone Bottom Tanks 160-10,000 gal
Drainable Leg Tanks 710-3210 gal
Elliptical Tanks 200-1600 gal
Elliptical Leg TanksTanks 335-4035 gal
4111111- 711 1
Flat Bottom Utility Tanks 26-200 gal
Horizontal Tanks 35-5025 gal
Inductor Tanks Tanks 15-80 gal
Loaf Tanks Tanks 50-500 gal
Mini Bulk Tanks >= 120 gal
PCO Tanks 30-300 gal
Pickup Tanks >=210 gal
Specialty Water(1000 Gallon Sphere) Tanks 1000 gal
Specialty Water Tanks Tanks 250-1000 gal
Specialty Water Tanks(wlSteel Frame) Tanks 375 gal
Spot Sprayers Tanks 14-25 gal
Total Drain Tanks 5-12 gal
Tuna Can Tanks 5,000 gal
Vertical Tanks 22-20,000 gal
Water Hauling Tanks Tanks 1250-2400 gal
Listing Notes
DL=Domed Lid.
Certified Tanks are White,Black.Green.or Blue.
1
This is a copy of the Authorized Registered Formulation. If you have received this ARF in hard copy,you may confirm the most current ARF by contacting your
Certification Project Manager or going directly to the secured NSF Online website(http:Ocients.nsf.org)for the latest,most accurate information.
Municipality of Anchorage Page of__
· DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 e' Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: t0,-~1J-~ ~ ~'~ PID Number: /~
Name: ~ ~ ~ ~ /~ Wastewater System: D New D Upgrade
~d~.,: ABSORPTION FIELD
Phone: No. of B~rooms:
~eepTrench D Shallow Trench D Bed D Mound ~ Other
LEGAL D ESC R I PTI O N so, Rating: ~. ~ GPD/Sq. Ft. Total Depth~from. ~°riginal grade:
Lot: Block: Subdiv~ion: Depth to pi~ bottom from original grade: Gravel depth ~neath pipe
Township: I Range: I S--tion: Fill added above original grade: Gravel length: ~
~ Ft. Ft.
Number of lines: Dis~nce ~n lines:
WELL: ~New D Upgrade Gravel width: ~ Ft. ~ /~ Ft.
Clarification (Private, A,B,C): Total Depth: Cased To: / Total absorption area: Pipe material:
Driller: Date Drilled: SaticWaterLe~l: Ins~ ~~ Date
Yield: Pump Set at: Casing Height Above Ground;
SEPARATION DISTANCES ~s~.~c ~ Holding ~ S.T.E.P.
To Septic A~o~tion L~fl Holding =ublic/Private Manufacturer: Capacity in gallons;
From Tank Field Station Tank Sewer Lines ~~
WaIF ,~ ,~ ~ ~ ~ Material: ~ Number of Com~ments:
su,aC~w~t~r ~/~ ~ ~ ~ ~/~ LIFT STATION
Line J~'~ /~ ~ ~ >'~ ,,Pump on,, level at: ~evel at: Highwateraarma:
Lot Size in gall°ns: I Manufact uror:
' t t
FoundatiOnc~;a~n /~/~ ~ ~ ~ /~/~ ~ J ~td~l ~ions pe,orm~ by:
Remarks: BENCH MARK
Location and Description:
Assumed
Elevation:
~..
Inspections performed by: /~ ~ ~~YDateS:2nd/~/~lst ~/~/~M ;~.,~.L~. ~.~
Department of Healt man Se~ices approval . ~ v~,.:. ..,?.>
Reviewed and approved by~ Date: / ..
72-013 (Rev. 9/91) MOA 25
Permit No.
Page of
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650° Telephone 545-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: Lot 1, Block 2, Eagle Vista Subdivision
PID No,:
72-015 A (2/91) MOA 25
Permit No.
Page of
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650. Telephone 545-4744
On-Site Waetewater Diapoaal Syatem and/or Well Inapection Report
Legal Description: Lot 1, Block 2, Eagle Vista Subdivision
72-015 A (2/91) MOA 25
PID No.:
Z
:
Permit No. Page of
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650° Telephone 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: Lot 1, Block 2, Eagle Vista Subdivision PID No.:
I--
O_
W
72-01,5 A (2/91) MOA 25
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
PAGE 1 OF 1
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW940185
DESIGN ENGINEER:DOUGLAS T. KENLEY, P.E.
OWNER NAME:KOCH ALOYSIUS J III & SUSAN O
OWNER ADDRESS:1308 EAST 27TH.
ANCHORAGE, AK 99508-3918
DATE ISSUED: 6/21/94
EXPIRATION DATE: 6/21/95
PARCEL ID:05071113
LEGAL DESCRIPTION: EAGLE VISTA BLK 2 LT 1
LOT SIZE: 125261 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
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 ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 (24 HOURS)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISI~S:
Douglas T. Kenley, P.E. HC01 Box 6034, Palmer, Alaska 99645 (907) 746-1073
May 18, 1994
A1 and Sue Koch
Lot 1, Block 2,
Eagle Vista Subdivision
Eagle River, Alaska
PERCOLATION TEST RESULTS
AND
GENERAL SITE INVESTIGATION REPORT
On May 6, 1994, the above-referenced 125,261.0 square foot site
was inspected in conjunction with soil perk tests being performed
for application and approval for the installation of an on-site
waste water disposal system. The site is located at the
intersection of Prudhoe Drive arid Eagle Vista Drive in Eagle
Rive~, A~aska. The system is being installed to serve a new
foufZl~om home scheduled for construction in the spring of
1994. ~he:s%ptiC ~tank Will be 1,250 gallons.
The site is on the east side of Prudhoe Drive with a stope~
~a~$~i~.~~%~.~.~?~n the northeast to the
southwest direction. The immediate area that has been selected
The site is heavily treed Wi~h birch, spruce and alders. It
appears that there are no obstructions that would prevent surface
water runoff.
On-site observation and physical survey shows that there are no
water wells nor private waste water disposal systems within a
100' radius of the proposed system.
No surface water was observed at the time of the inspection, and
it appears that there is no potential for contamination of
adjacent water wells or streams.
Five percolation tests were taken at the site to assess the
adequacy of subsurface soils to accommodate both the primary and
replacement on-site waste water disposal system. The results of
two tests chosen for the primary and secondary absorption trench
areas are attached to this report.
A1 and Sue Koch
May 18, 1994
Page 2
The test site had adequate percolation rate to support the
proposed four-bedroom residence. Subsurface soils were found to
be silty sand with some gravel overlain by 12" of surface
organics. Hard pan depths varied betweeen 7' and 9' Some
seepage occurred at the 8 1/2' level in test hole number 1. No
water was observed upon measuring the monitor tubes in test holes
two, three, four, and five on May 18, 1994.
The percolation rates for test holes four and five were found to
be between 6 and 15 minutes per inch.
If there should be any questions concerning the percolation rate
or characteristics of the site, please call me at (907) 746-1073.
Sincerely,
Douglas T. Ko~
PE#8176
Perr~it No.
Page ~ of ~
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Descr, pt,on: UT [ g~tJ~ '~ ~,~(, ~),~[ T PID No.:
72-013 A (1/93) *
Pern~it No. Page '5 of ~
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: 0 ~ /3 z IP-r~l. U;, ~- ,RbJ, PID No.:
............. ~.~.,.,.V.....~ .............. : ~-..~..:..~.~ .................. ,~...~:.....: ....... 1~.,: ............................. : ......................
/
~ ~;;; ::~ ..... ~ .............
Al~. : t . , .... , .:: . : , .. :
72-013 A (1/93) *
Municipality o! Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR: ~ ~ ~/~ ~ DATE
LEGAL DESCRIPTION: Z / ~ Z ~2~ ~'/Township, Range, Section:
1
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2O
COMMENTS
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
S
IF YES, AT WHAT ,~.[,~ OL
DEPTH? p
E
Depth to Water Alterx..)/. Date:
Monitorino? ,/*'7 .
Reading Date Gross Net Depth to Net
Time Time Water Drop
~ ~/'~/~.~t ,~ .~ ~ _ ~ .. _
PERCOLATION RATE ~ ' ' ~'"(minutes/mch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~." FT AND 9' FT
ACCORDANCE WITH ALL STATE AND~UNtOIPAL GUIDELINES ,~EFFE'CT ON THIS DATE.
72-008 (Rev. 4/85)
Municipalily of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION:
.¢. / .~"......~ ~,¢. ,,-~.---" ,..._ .-.: t"'..--/ Township, Range, Section:
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
S
IF YES. AT WHAT ~.,~ ~)
DEPTH? p
E
Moni~ring7 ~ Date:
Gross Net Depth to Net
Reading Date Time Time Water Drop
..~ ,, ~ '; .¢ ~ ~ , ~ ~ ~ ~ '~
~ ,, ~ ~ ~.~. / ~ ¢ '~z"
PERCOLATION RATE __
TEST RUN BETWEEN
~/' ~'~ (m,nutes/~nch) PERC HOLE DIAMETER
FTAND ~' ~ ~5. FT
COMMENTS
PERFORMED BY' "~::~""'~'~, ~'~"~'~'~? :~.,,,c-.'~'~.'~-' ~' I '~'~t~U3T' !~~TIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GU . u~J ~:
72-008 (Rev. 4/85)
LOT 4
$4'0S'4.3" :
130.00'
LOT 1_ 2
C2.S75G AC3
~ FOUN9 5/6' REBAR
[] FOUND 2' DIA PVC MONITOR TUBE
) RECORD DIMENSION5 CSEE NOTE
LOT .3
~glas T. Kenle¥
CE-8176
b_
NOTES
1_. RECORD DIMENSIONS AND EASEMENTS SHOWN ARE
TAKEN FROM PLAT N0.74-204. EAGLE VISTA SUBS.
2,NO CORNERS SET TI-ilS SURVEY FOUND CORNERS WERE USED
3, DATE OF SURVEY HAY 1_0, l_qq4
4. NO STRUCTURES WERE EXISTING AT THIS TIME.
5. IT 1S THE OWNER9 REDPONDIBILTT TO DETERMINE THE
EXISTENCE OF ANY COVENANTS. OR RESTRICTIONS WHICM DO NOT
APPEAR ON THE RECORDED SUBDIVISION PLAT,
G. TI-tiS SURVEY DOES NOT VERIFY ACREAGE OR BOUNDARY LOCATION
)RAWN TPI
CH~P l~
DATE MAT_
SCALE ~'= Go'I
ALASKA SURV/TEQH
5U~VEYOI~5-PLAMN~I~ ~-HYDF~ OC, RAPIdER~5
H. C. 34 BOX 2057
WA~ILLA, ALASKA qciG54
PM 3?G-G740 'WASILLA 522-24~3 ANCPtORAO~
LOT 1 BLOCK 2
EAGLE VISTA SUBDIVISION
PLAT NO. 74-204
ANCHORAGE RECORDING DISTRICT
GRID 5E BO5
PRJ.NO q4-002.
DWG. NO. 1 OF 1
WELL LOG
)]ate Drilled; 7-6-94
Static Water Level 170
'Draw Down N/A feet
feet
A1 Koch
Prudhoe Bay Dr.
Eagle River, Ak.
LOt 1 Blk. 2
Gallons Per Minute '
Total Feet of Casl,ng_.l'5'l'-6"' 2j7-5"
Type Ma~er~91 Drilled:
0 feet to 20 Rock w/little sand
20 ft. to 160 ft. Rock
160 ft. tO 163 ft. Rock w/H20
163 ft. to 180 ft. Rock
180 ft.
to
182 f,t, Loose Rock
182 ft. to 237,~,~Rock
to
HEFTY DRILLING
3540 AKULA DRIVE
ANCHORAGE, AK 99510
(907) 345-0593
B 9 7p ,G£•
Municipality of Anchora -� .. ��
On-Site Water and Wastewater Progra Ilittfiffr
(907) 343-7904 - SAFETY
AUG 1 8 2017
Certificate of On-Site Systems A. •val w
Parcel I.D. 050-711 -13 Expiration D L :6 s �� 01,7
P
1. GENERAL INFORMATION
Complete legal description Eagle Vista, Block 2 Lot 1
Location (site address) 32035 Eagle Vista Drive
Current Property owner(s) Al Koch Day phone 362-1532
Mailing address 32035 Eagle Vista Drive, Eagle River, AK 99577
• Real Estate Agent Day phone
2. TYPE OF DWELLING:
0 Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well Individual E
Individual Water Storage ❑ Holding Tank ❑
Community Class Well ❑ Community ❑
Public Water System ❑ Public Sewer ❑
WaiverNariance request for: Distance:
Received by: ' • ����� Date: /l 0 7
COSA to be released to the engineer,unl--otherwise requested by ngineer. r
COSA Fee $ S2S- Waiver Fee $
Date of Payment 81 a-e2111 Date of Payment
Receipt Number C61(0 IC- Receipt Number
COSA# O'C l`� 1373 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.
Name of Firm Anderson Engineering Phone 522-7773
Address 1399 W 34th Ave #203, Anchorage, AK 99503
Engineer's Printed Name Benjamin Schiller, PE Date 8-15-17
yQ ..
•Ig
4q TH % r °7
•
a4
6. DSD SIGNATURE r< °°°°°
••. o°•sa
System #1 Approved for " bedrooms c< •moo I41 J S,tiit e
System #2 Approved for bedrooms � 1.i-12592 e,e4.6z1
� ,� nal/
Disapproved kl• r :aslot%'� 'c''
Conditional approval for bedrooms, with the following stipulations:
a� 01A1- ! ; >=
•r�rAT -R AN
�f‘ff-\STEV`Jf\T c-:
By: /4i,-,7GU may, Original Certificate Date: 5/V77
The Municipality of Ancarage 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 f c
If more than 1 septic system is on the lot:
COSA Checklist# of
Structure served by this system
Certificate of On-Site Systems Approval Checklist
Legal Description: Eagle Vista Sub, Block 2 Lot 1 Parcel ID: 050-711-13
A. WELL DATA
Well type PrivateIf A, B, or C provide PWSID# Well Log (YIN) Y
Date completed 7/6/94 Sanitary seal (YIN) Y Wires properly protected (YIN) Y
Total depth 237 ft. Cased to 151.5 ft. Casing height(above ground) 24 in.
FROM WELL LOG AT INSPECTION
Date of test 7/6/94 8/19/17
Static water level 170 ft 27.3 ft
21 *
Well production 3 g.p.m _ g p.m.
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 mL Nitrate 1 .58 mg/L
Arsenic ND ug/L Date of sample: 7/28/17 Collected by: Anderson Eng
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Septic / Steel Date installed 9/30/94
Tank size 1 250 gal. Number of Compartments 2 Cleanouts(YIN) Y
Foundation cleanout(YIN) Y Depression over tank (YIN) N High water alarm (YIN) N
Date of pumping WI( 17 Pumper J R,`S Rirr P,f,,J6
C. ABSORPTION FIELD DATA
Date installed 9/30/94 Soil rating (g.p.d./ft2 or ft2/bdrm) 0.8 gpd/sf System type Trench
Length 74 ft. Width 2 ft. Gravel below pipe 6 ft.
Total depth 9.5 ft. Eff. absorption area 888 ft2 Monitoring tube Y Depression over field N
Date of adequacy test 8/10/17 Results (Pass/Fail) Pass For 4 bedrooms
Fluid depth in absorption field before test 4.5 in. Water added 600 gal. New depth 19 in.
Elapsed Time: 1440 min. Final fluid depth 4'5 in. Absorption rate >= 600 g.p.d.
Any rejuvenation treatment(past 12 mo.) (YIN &type) No 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 >1 00On 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 >75'
Animal containment areas >50' Manure/animal excrete storage areas 100'
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation >5 Property line >5 Absorption field �5
>10' >10' >100'
Water main Water service line Surface water
Wells on adjacent lots >100
ABSORPTION FIELD ON LOT TO:
Property line Building foundation Water main 10
>10' >100'
Water Service line Surface water Driveway, parking/vehicle storage >10'
Curtain drain None Noted Wells on adjacent lots >100'
F. COMMENTS
*Low well flow requires a 500-gal potable water tank
1 w o . 00-("iii— W ftt 6 S'Coe.-ac.,E i s''iks iN S r AL'-G-0 - .›
G. ENGINEER'S CERTIFICATION ...,„74”1'1" ti
4.i
....• -
! certify that ! have determined through field inspections andMI `��f`a+
review of Municipal records that the above systems are in a •
conformance with MOA COSA guidelines in effect on this date.
F.417:::::1''.x I '11\—.... ...-.7.16:::::41.4:1:j►
Benjamin Schiller, PE 0 """""
Engineer's Printed Name0^ . ••*�
Date 8/15/17
•
�i .. in
COSA brown sheet 10-10-12.doc
i �
I Lot 4 ii
S 84'06'43"E
N
130.00' - - -
0
Lot 1
z 125,261 s.f.
C o
o \
0 /
cn
1'4- 13.0'X24.8' \ `PROTECTIVE RADIUS
CT
GARAGE I WELL \ RETAINING WALL
m (0 GRAVEL ...alb R=10s' S'A Lot 3
a DRIVEWAY ''
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175.4' ��� Ab�L i5Li%
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PLOT PLAN AS BUILT X SCALE 1" = 100' GRID SE 0805 Project No. 17-259/A1
& Associates ,
Daryl Avenue, Anchorage, Alaska 99515-3049
LangAssociates , inc . (907) 522-6476 Phone 44000p4k
(907) 522-4625 Fax o Q
ProfessionaI Land Surveyors kenOlangsurvey.com 4 FAL %1
j jonathanOlangsurvey.com " ..,. �snaA
I hereby certify that I have surveyed the following described property: ��a�q ��� �v
LOT 1, BLOCK 2, EAGLE VISTA (PLAT 74-204) i 49T it T' vo
Anchorage Recording District, Alaska, and that the Improvements situated thereon are VA
VA
within the property lines and do not encroach onto the property adjacent thereto, that
no improvements on the property lying adjacent thereto encroach on the surveyed KENNETH G. LA o ip
premises and that there are no roadways, transmission lines or other visible
easements on sold property except as indicated hereon. Q sls �jj�� 1. p
.j 4p "P� .L5– 202.••• y;p�
Dated this the Day of 6j UST , ___�___, at Anchorage, Alaska A •... �O
4O4R0 SION PA-�o
It is the responsibility of the owner to determine the existence of any easements, 0444goQ4
covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES.
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
Parcel I.D. #
1. GENERAL INFORMATION
Complete legal description -/= "' / ~ ~z ~, ~',.~. ~-* /_///s~',~~ ~,~',~'.
Location (site a(~dress or directions)
Property owner
Mailing address
Lending agency
Mailing address
Agent
Address
Day phone
Day phone
Day phone
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS: ,f*
3. TYPE OF WATER SUPPLY:
Individual well ~'~'
Community well
Public water
NOTE: If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank '--'
Community on-site
72-025 (Re~.1/91) Fro~t MOAii21
~ - - . Public sewer :~ , ~.-- ' .," '.: -. ~'-~,,
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system. .,; .::.., ~},.: ~ .~, ~ ~*~ ~::-~,?~ .>.
Se
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 of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is 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 flies and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is in compliance .with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm
Address
Engin~dssignature ~~- t~
DHHS SIGNATURE ~
~'~ Approved for
Disapproved.
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
Additional Comments
Date
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to pumhasers of homes
and.their lending institutions in orderto satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analy~e 'data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work. ~' .~
Municipality of Anchorage
Department of Health and Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: ~/ / ~',~' ~-. ~'.,~'/-,~" /--~/"-~ Parcel I.D.
A. Well Data
Well type ~,~,~,~ ~' If A, B, or C, attach ADEC letter. ADEC water system number
Log present (Y/N) Y Date completed ,-~'~ >' ~ /~'~/Driller '",~,~"Y ~ ~.~.,x.~'~
Total depth ~ ~ Cased to ~ ~,~ ~,, Casi~ height ~. ~
San~a~ seal (Y/N) ~ Wires properly prote~ed (Y/N) ~
FROM WELL LOG
Date of test .~,z. y ~ ,'~'~"
Static water level / ~'~'~'~
Well flow
Pump level1
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot / ~,~-
Absorption field on lot /.~'~
Public sewer main
Sewer service line ~'~"~'
g.p.m.
AT INSPECTION ~ ~
g'p'm' ~1--~ ~ , ~
; On adjacent lots
; On adjacent lots
Public sewer manhole/cleanout
Petroleum tank
WATER SAMPLE RESULTS:
Coliform '~
Date of sample:
Nitrate
Collected by:
Other bacteria
B. SEPTIC/HOLDING TANK DATA
Date installed
Cleanouts (Y/N)
High water alarm (Y/N)
/'~'~//Tank size
Foundation cleanout (Y/N)
Date of pumping
Compartments
Depression (Y/N)
Alarm tested (Y/N) xt~
Pumper
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot /~r" ~"~'~
To property line /~ ~',~"~
Sudace water/drainage
On adjacent lots
Absorption field
/.~ '*,~','~ Foundation
.~/~"~ Water main/service line ~'
72-026 (3/93). Front CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed
Size in gallons
Vent (Y/N)
High water alarm level
"Pump on" level at
Meets MOA electrical codes (Y/N) ~
SE~I:t~~TION TO:
WelC6n lot On adjacent lots
Manufacturer
Manhole/Access (Y/N)
"Pump
Surface water
D. ABSORPTION FIELD DATA
Date installed .5~,~,,- ..,/~ / ~ ~/
Length ~,5/,~"~
Total absorption area
Date of adequacy test
Water level in absorption field before test
Peroxide treatment (past 12 months) (Y/N)
Soil rating (GPD/FF) ~,
Width ~ Gravel thickness
~ ~' Cleanout present (Y/N) /C~
,4/~-~' .~,~-~-.~=,~-4 Results (pass/fail)
System type
~ ,~'/' Total depth
Depression over field (Y/N)
for ~
After test
Bedrooms
If yes, give date
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot /-~ .~',~ On adjacent lots
To building foundation
On adjacent lots
Surface water
Cutbank
,'.~'~ ",~'"~' Property line
To existing or abandoned system on lot
.~'j,,c',~. Water main/service line
Curtain drain
+,w't
Driveway. parking/vehicle storage area -~ ~'~'~'
E. ENGINEER'S CERTIFICATION
I cerO'fy that I have checked, verified, or conformed to all MOA and HAA guidelines in effecj~..~~f~this inspecson.
· ,-.' e,~". · -
Signature ~-~/~l~ T' ~-~-~- ~'{ii~~~.'~:~"/~
Engineer's Name t;"~'~ I ~% ! _ /c.,~,~ ~ ~.~,.. DOUGLAS T.
HAA Fee $ ~ ~ · d~ Waiver Fee $
Date of Payment //- ~ 5 ---~zT~' Date of Payment
Receipt Number ~'-'/'7 ('~-"7'~-~' ? Receipt Number
72-O26 (W93)' Back