HomeMy WebLinkAboutMOUNTAIN PARK ESTATES #2 BLK 4 LT 23Mountain Park
states
lock 4
Lot 23
· ! 7-023
-23
Municipality of'Anchorage
· Development Services Department :~ [~:
Building Safety Division
On-Site Water and Wastewater Program, 4700 S. Bragaw SL '~ ~"
P.O. Box 196650 Anchorage, AK 99519-6650 Page ~ of3
www. ci.anchorage.ak.us (907)343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: -~ ~ Ot'/L~]~'-'~ ~ PID Number: 017- 0~-3 -
.a.~: 5+~ %/g'/~ T}'"o"~ Wastewater System: [] New ~'Upgmde
~ Ruling:
' Grav~ Leng~
Numl3~L~llnes: I I:X.~ance be~-n aries:
SEPARATION DISTANCES : ~'seplic [] Hokl'mg [] S.T.F_P. [] Other:.
To Sepl~c Absorption Uff Holding =ubr~'Private
Tank Field Station Tank Sew~'Une ~?'/I~/' ~' Ig',,~ c.~.
S.r~=W,,., I1~/4-''Jogs- IO0[P ~ /i LIFT STATION
~o - ' ( J ,It/'~ ~l Assumea ~evauon:
E_n,~~
6 "'~-'~L ROBERT C COWAN
Development Services Depart roval ', ~,. x ,..~.- .8o,
PERm? NO. SW040025 PACE 2 OF 5
Municipo, ti-I: oF Anchoroae
DEPARTMENT OF HEA::[_THAND HUPIAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.D. Box 196650 e Anchor'o. ge, Ato. sko 99519-6650·Tetephone: 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LECAL LOT 23, BLOCK 4, MOUNTAIN PARK EST. #2 P.I.D. NO. 017-02.3-23
I I
LOT 24i , ,
EXIS'nNO ,. ~ I I
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k.~ ~ i ~ ~ST~ -- "~~ ~ 5~ /
~ . I ~ ~ AREA
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PERMIT NO. SW040025 PAGE 3 OF 3
Municip. a[i-l:¥ oF Anchoraoe
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.D. Box 196650 eAnchorage, Ataska 99519-6650e Telephone'. 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LEGAL LOT 2,3, BLOCK 4, MOUNTAIN PARK EST. #2 P,I.D. NO. 017--02.3--23
FINAL GRADE~sT1 ST2 C~O1
x-- 89.2'
MT1 MT2
98.4' %
95.1' -~
MT1 = 91.2'-'//
MT3 MT4
/- 98.1' 97'5'-X fl y 98.0'
/ /,,'-FINAL GRADE N I
II -
DISTRIBUTION PIPE~
MTB = ~1.1~
A B
FCO *2.0' 23.5'
ST1 54.5' 15.0'
ST2 38.5' 14.5'
TMT 31.5' 18.0'
MH 43.0' 15.0'
MT1 82.0' 76.0'
MT2 82.0' 91.0'
MT3 63.5' 59.0'
MT4 68.0' 82.0'
MT5 101.5' 72.0'
MT6 80.0' 62.0'
MT7 93.5' 61.0'
MT8 67.0' 46.0'
HOUSE OFFSET
MT5 MT6 MT7 MT8
N L J It/ /FINAL GRADEX 97.0'
94.8'-~DISTRIBUTION PIPE~L s~~ 94.8'
9o.8'-'/ ,'"--MT6 = 90.8' ./ '"'--MT6 = 90.7'
MT7 = 90.8'-'
WATER FOUND ® 84.2'
82.2' B.O.H.
N. T. S.
....~.~-.. ....
~%~- ~...'~'~
[ .... ~.~y~,-~ ...............
,~..~ ~ ...................
~ ~ ~ ROBERT C. COWAN ~,~-~
PAGE
ZNSpECTZON: VOZCE 343-8300 ZFIspEC'rzoNi FAX (9071249;7777/. "'" '.ZflFOi'a43-Tg6Z '
· Add raa~
1'2821 LUPINE RD :'
BK 4 LT 23" . ...
'SUbdlviEl°n .......... #2 ' .:
..' Comm'enlz'or Dlrectlon~ "...
. ',~ .......... MOUNTAIN pARK ESTATES
'2nepection. RetroElectri=l.. ~'L.~ : Rein~pecfion N
NO NONCOMPLIANCE OBSERVED
, ..
[] coRRECTIONS ESSEN'i'r. AL AS EXPLAINED BELOW .":':.':t :-:-.,. ':' '"
[] WILL RE-EXAMINE AT NEXT- [] DO NOT CONCEAL'UNTIL REINSPECTION
INSPECrION
COMHENTS: (for Inspector use' only)
.!
Date:.
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Wate~ & Wa~tewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343.7904
'5 ¢r
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Feb 24, 2004
Expiration Date: Feb 23, 2005
Permit Number: SW040025 Parcel ID: 017-O23-23
Legal Description: iMOUNTAIN PARKESTATES f~2 BLK..4 LTi i23./
Design Engineer: 0003 S & S Engineering Site Address: 012821 LUPINE RD
Owner Name: Steven Trott Lot Size: 20130 SQ. FT.
Owner Address: 12821 LUPINE ROAD Total Bedrooms: 4 Permit Bedrooms: 4
ANCHORAGE, AK 99516-3226
This permit is for the construction of:
[~] Disposal Field r-~ Septic Tank [] Holding Tank [~ Privy
r-] Private Well
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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By:
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-::SITE SEWER/WELL PERMIT APP~.jCATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D.
o/7 - 03-.3
Permit Number SW_..~_O_,~=__~-
Mailing address (1) L p;¢e ¢o d
Mailing address (2)~,~¢~ej ~ Zip Code
Legal description (Section. Township & Range)
Lot Size "~0! t~¢ Acre~
Number of Bedrooms
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool
Therapy Pool
E] Well Only E]
El Water Storage []
E] Jacuzzi
E] Water Softening Unit
I certify that the above information is correct. I further certify that this application is being re. add. for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
S &S ENGINEERING
~--~Z~/'~_~ 17034 E,gl. River Loop Road No. 204
F_~.=le ~lv~r: Alaska 99577
(Signature of property owner or authorized agent)
Permit Fees: !"1 f, O. ,o
Date of Payment:
O~ ~'¥o7 .. ~...~
Receipt
Number:
(Rev. 12100)
Waiver Fees:
Date of Payment:
Receipt Number:
meemnq
ROBERT C. COWAN, P.E.
February 16, 2004
CML ENGINEERS
(907) 694-2979 '
FAX (907) 694o1211
SEWER & WATER
MAiN EXTENSIONS
SEWER & WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WEII INSPECTION
& FLOWTEST
$ffEPLANS
ROAD DESIGN
SOILTEST
PERCOLATION
TEST
STRUCTURAL&
MECHANICAL
INSPECTIONS
ON SITE
WASTEWATER
~SPOS~L $~STEM
DESIGN
MUNICIPALITY OF ANCHORAGE
Development Services Department
P.O. Box 196650
Anchorage, AK 99519
REFERENCE: Lot 23, Block 4, Mountain Park Estates #2
It is requested that you issue a permit to install a septic system upgrade to serve the
existing four bedroom dwelling on the referenced property. Also request a lot line
waiver of zero feet from the south property.
A test hole was excavated and a percolation test performed. The approximate location of the
test hole is located on the attached site plan. At the time of excavation 2/6/04, water was
found at 11.5 feet. After monitoring, ground water was found at 11.5 feet.
We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas
or drainage patterns by the installation of the proposed septic system. The construction of
this system will not prevent any future development on any of the adjacent properties.
If you require additional information, please contact us.
Sincerely,
Rcccojj
Enclosure
17034 NORTH EAGLE RIVER LOOP ° SUITE204 ° EAGLE RIVER, ALASKA 99577
10' UTILITY EASEMENT
1" - 40' DESIGN SITE-PLAN
SCALE i
~ o z~ ~DECK
,'/ ~ ~ Z~ 0~ ' 0
....... ~ t ~->
__ __ __~ _~ ......
-, ...... ~-u-~-'- M_'m ~
~ m
~t~ / t /
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage. AK 99519-6650
www. ci.anchoraqe.ak.us
(907) 343-79O4
Soils Log - Percolation Test
Performed For: ..~' 'j~_. V {~. "J"'/'~ O 3- 'T' Date Performed:
Legal Description: LOT' ;~ '5 01,~ ~ I"~¢,.',..m4 ~,,~ j~,~lc Cr~5 ?. ~r~'ownship, Range, Section:
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
COMMENTS
Slope Site Plan
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT DEPTH?
Depth to Water After
Monitoring?
Reading Date Gross Time Net Time Depth to Water Net Drop
r~~ ~/do¢ o - ~-" -
3'o 3o ~,.,.' ~' '/:~" '/~"
3o - ~'/~" -
~O 3o .,~ ~ ~" '/~"
~o 30 ~.~ ~ =/s" '/~"
PERCOLATION RATE (30 minutes/inch) PERC HOLE DIAMETER .(
TEST RUN BETWEEN ~ FT AND ~ FT
S & $ ENGINEERING
PERFORMED BY: ,,..,~,~ ~- , ,.. · J CERTIFY THAT THIS TEST/WAS
IN AI~.-C~A-~T"~-~!~L~A~L~k~j~jlPAL ~UID~LINES IN EFFECT ON THIS DATE. DATE: .~O//~,/O
PERFORMED -F.~iI6 Rl¥~,'Alaska 99577
SEWER&WATER
MAJN EXTENSIONS
SEWER & WATER
INSPECTION
ENCdNEERING STUOIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
srrE PLANS
SOILTEST
PERCOLATION
TEST
STRUCTURAL &
MECHANICAL
INSPECI~ONS
ON SITE
WA~TEWATER
DiSPOSAL$~TEM
DE. SION
ROBERT C. COWAN, RE.
ROBERTA. SHAFER, P.E.
REFERENCE:
GENERAL:
1.
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES
and
MATERIAL SPECIFICATIONS
Lot 23, Block 4, Mountain Park Estates #2
February 16, 2004
CIVIL ENGINEERS
(907) 694-2979
FAX (907) 694-1211
The scope of this project includes the installation of a 1300 gallon HDPE
septic tank, a pump basin, and a pressurized drainfield to serve the existing
four bedroom residence located on the referenced property.
Construction shall be in accordance with the approved site plan and design
drawings, MuniciPal permit with any special provisions or conditions, and
all applicable State and Municipal Wastewater Disposal Regulations.
The contractor shall be responsible for obtaining any necessary
underground utility locates.
Unless specifically agreed otherwise, the property owner shall be
responsible for final grading areas subsequently depressed from soil
settling.
Contractors installing wastewater disposal systems must be certified by the
Municipal Health Department for system installations. Owners installing
their own systems must also receive prior approval from the Municipal
Health Department.
SEPTIC TANK INSTALLATION:
o
A septic tank is to be constructed by a certified septic tank manufacturer.
Construction shall include two 4" cleanouts for pumping access.
The septic tank shall be sufficiently bedded to prevent settling or shifting of
the tank.
All standpipes on the septic tank shall extend a minimum of 12 inches
above final grade.
17034 NORTH EAGLE RIVER LOOP * SUITE 204 * EAGLE RIVER, ALASKA 99577,
Page 2
Lot 23, Block 4, Mountain Park Estates #2
Febma~7 16, 2004
4.
.5.
6.
Septic tanks installed with less than 4 fi. of cover shall be insulated.
A foundation cleanout shall be installed one to four feet from the building foundation.
Final grading over the septic tank shall be such that a positive slope exists away from
the septic tank.
ABSORPTION TRENCH/DRAINFIELD INSTALLATION:
Excavate the proposed trench to the dimensions shown on the design. The bottom of
the excavation shall be within 2 inches of level. If the sidewalls of the excavation
become smeared, they must be raked or scratched (ruffed-up) before gravel (sewer
rock) placement.
Once the gravel is installed, the distribution pipe is to be installed level with the holes
faced downward. The distribution piping is to be of PVC (ASTM D3034 or equal).
All joints are to be solvent cemented. Gravel is then to be placed over the distribution
pipe to provide a minimum of 2 inches of cover over the pipe.
A silt barrier must be installed between the final gravel layer and the native soil
backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill.
Monitor tubes shall be of rotor (4) inch diameter, installed approximately in the
locations shown on the design, and extend a minimum of 12 inches above final grade.
The portion of the monitoring tube extending through the gravel shall be perforated
from the bottom of the trench to the invert of the distribution pipe. This is equivalent
to the effective depth of the. gravel as noted on the design.
Backfill over the final gravel layer must not be less than twenty-four (24) inches.
Insulation must be installed when the backfill depth is less than thirty-six (36) inches.
The finish grade over the trench must be mounded to prevent the formation of a
depression after settling.
MINIMUM MATERIAL SPECIFICATIONS:
1. Any septic tank proposed for installation must be constructed by a Municipally
approved septic tank manufacturer.
Page 3
Lot 23, Block 4, Mountain Park Estates fY2
FebnJary 16, 2004
The following pipe materials are approved for use in septic system installations in the
Municipality of Anchorage:
Type of Pipe Perforated Solid
Cast Iron Yes Yes
ASTM D3034 (PVC) Yes Yes
ASTM F810 (HDPE) Yes No
ASTM D2662 (ABS) Yes Yes
Use of a type of pipe other than listed above must be approved by the inspecting
engineer.
Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical
Company Styrofoam HI or equal).
Septic tank inlets and outlets shall be fired with watertight couplings (Caulder, Femco,
or equal).
A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed
between the final leachfield gravel layer and the native soil backfill.
o
All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3%
passing the #200 sieve.
7. When sand is being used as a filter material, its gradation specifications must conform to
current M.O.A. or D.E.C. requirements, Which ever specifications applies.
Page 4
Lot 23, Block 4, Mountain Par~ Estates #2
February 16, 2004
INSPECTIONS:
Typically there will be a minimum of three (3) inspections required during the installation of
the wastewater disposal system. These inspections will occur as follows:
The first inspection must be conducted after the excavation of ditches, pits,
trenches, or beds and before the installation of any gravel. A septic tank may be
set in place, but may not be backfilled before this inspection.
o
The second inspection must be conducted after the placement of the silt barrier,
gravel, distribution lines, standpipes, cleanouts, and insulation, but before the
placement of any other backfill.
3. The final inspection is to occur upon final grading of the property.
Often there will be more than these 3 inspections required. Especially with the installation of
multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting
engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a
pre-construction meeting will take place on-site. The inspecting engineer will not coordinate,
direct or control in any way the contractors activities.
The owner shall contract with the contractor to perform the work outlined in these
specifications and plans and in accordance with the attached M.O.A. Permit. There will be no
contractual arrangement existing between the contractor and S & S Engineering. S & S
Engineering shall be the owner's representative and will inspect the work as stated above to
document the contractors activities. Final acceptance of the contractors work rests with the
owner and the M.O.A.
S & S Engineering shall have no liability to the owner or to others for acts or omissions of the
contractor or any other persons performing work on this project or the failure of the contractor
to carry out the work in accordance with these construction documents. S & S Engineering's
inspecting engineer will not be responsible for the construction means, methods, techniques,
sequence, procedures or the safety precautions incident to this project.
CONTRACTOR / INSTALLER
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
WR#: .040010 PID#: 017-023-23
Date Received: 212212004
Waiver Review Worksheet
HA#: .~ Permitg: .5'WO 40 O2.~--
Legal Description: Mountain Park Estates #2 Block 4 Lot 23
Engineer: S & S Enqlneerin.q
17034 Eaqle River Loop Road #204
Applicant: Steve Trott
Waiver Requested: 0 Foot Lot Line Waiver separation distance from Absorption Field to Property Line
Criteria: Geology Points:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
Total:
m mmmm m m m mm m m m mm m m m m m m mm m m mmm m mm m m m m m mm m m m mmm mmm mmmmmm m m m mmmm m m mmm m m m m m m m m m m mm mmm m m m mm m m mm l
Waiver is Granted: X' Waiver is not Granted:
List Conditions or Reasons for above: 5 ~ 1~_ /~ /~) C/',.~'~C'~.~ ~/~'~(~
Date: 2/~-4/0~' By: .~/~*
Name of Reviewer
mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm
Rec#: 48407 Amount: $175.00 Date Paid: 2~23~2004
Municipality of Anchorage
Mark Begich, Mayor
Building Safety Division
P.O. Box 196650 · 4700 Bragaw Street
Anchorage, Alaska 99519-6650 · (907) 343-8301o Fax (907) 343-8200
http://wx~av, muni.org
2/22/04
Robert C Cowan
S & S Engineering
17034 N Eagle River Loop, Ste 204
Eagle River, AK 99577
Subject:
Waiver Request for Mountain Park Estates #2 Block 4 Lot 23
Waiver Request #WR040010
Parcel ID #017-023-23
Dear Mr. Cowan:
Your request for a waiver of the required 10 feet horizontal separation from the
absorption field to property line has been approved. The approved separation distance is
0 feet.
This waiver approval applies to the existing absorption field to property line separation
only. Any future upgrade to the on-site wastewater disposal system will require all
separation distances be met or another approval from this department.
If there are any further concerns or questions regarding this waiver, please call our office
at 343-7904.
Daniel J. Roth
Civil Engineer
On-Site Water & Wastewater Program
~~ MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
PHONE I ~NEW
'-~ ~. ~,~_.. l~.)~,~, ~ ~-~2 ~ ~ ~ UPGRADE
MAI LING ADDRESS
LEGAL DESCRIPTION
Well Absorption area Dwelling PERMIT NO.
~ ~ DISTANCE TO: ~ 0 0 ~ ~ ~0
~ ~z Manufacturer ~ ~ Material~ N°' of compartments
Liq'~ ~ocapacityingall°ns iFHOME~DE: Inside length ~ Width ~ ~ Liquid depth
O Z ~ Manufacturer~ ~ Material Liquid capacity in gallons
~ Well Foundation Nearest lot line PERMIT NO. ~ ~
~ DISTANCE TO: ~ ~
--~~ ~ .o. of lines X Length of each line Total length,o~li:es Trench width Distance between lines
~ , ~8 ~ ~ ~/~ ~ ~ inches AC
~ ~~ Top of tile to finish grade ~l ~ U Material beneath tile ~ t~ Total effective absorption area
~ ~ O inches 5~ ~
Length Width Depth PERMIT NO.
~ ~ Type of Crib diameter Crib depth Total effective absorption area
m ell Building foundation Nearest lot line
~ DISTANCE TO:
~ Class ~ ~ Depth Driller Distance to lot line PERMIT NO.
~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s)
OTHER
SOIL TEST RATING ~
REMARKS
.... ~ .... ,, ~ ,, t~ ,, t ....
~ . __ DATE LEGAL
72-0 [Rev. 3/78)
DRILLING, INC.
DRILLING LOG
Well Owner ~' ~ ~; F,, ','~!?'.!.??.~,U Use of Well 'lk' '~
Location (address of: Township, Range, Section, if known; or distance main road
Size of casing '-; Depth of Hole ~.~-~) feet Cased to [t)~ feet
Static water level j :i.li ft. (~ib6~) (below) land surface. Finish of well (check one)
Screen ( ); Perforated ( ).
Describe .screen'.or perforation
Well pumping test at :) gallons per of drawdo~n from static level.
' '~,/,'(A//9
'Date of completio~
open end ( ,,';'.. ' );
:',ft.
WELL LOG
Depth in feet from
ground surface Give details of formations penetrated, size of material, color and hardness
/~ :' TO
TO
TO
TO
TO
TO
TO
TO
__TO
TO
TO
N%~r~%L Certif/ed Con~ractor
3- CONTRACTOR
F'ERMIT NO.
FFFLI.HNF [:,ICK WRIGHT
LOCFIT I ON MT. PFIRKir__-,, i '
LEGAL L2~ B~ M'F. PR~:K EST 2
C, EPRRTMENT OF HERLTH FtND ENViF,:ONMENTRL PROTECTION ~j_ ~\~-~
,_,~._,m'": ' L' STREET., FlNCHORFIGE.,
264 -4 ,"
,.'. ')
SRR BU,...,
LOT =, I ~.E ,~L.1EtO~ SLT.!UI
"-' ' ' A ~'"-" ' I-': TRENL':H
T"~,'F'E OF SOIL RE,:,JF-BII.N :~-_~rErl
MIR:;.;;IMLIM NUMBER OF E:EDROOMS =
'qnlL RATING
THE REQUIRED SIZE OF THE SOIL HB:,ORF[IDN :~_TEtl I_..
THE LENGTH DIMENSION IS THE LENGTH <IN FEET) OF THE 'FRENCH OR DRRINF'IELD.
TFIE DEPTH OF FI TRENCH OR PIT IS THE DISTRNCE BETWEEN THE SURFFtCE (:IF THE:
GROUND FIND'THE BOTTOM OF THE EXCRVRTION (IN FEET::,.
THERE IS NO SET WIDTH FOR TRENCHES.
"['HE GRFIVEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BETWEEN THE OUTF'RLL PIPE
RND THE BOTTOM OF THE E~',CRVRTION (IN FEET).
PERMIT RPPLIC:RNT HR:, THE F..E_FUN_,IE, ILI T~ TO INFLRM THIS [EFHF.'.FHENT DURING THE
INSTRLLRTION IN_FEL. TION-,':' ~ ~ OF FINY WELLS FID.TRF:ENT. _ TO THIS PR. EF'ERTY FIND THE
NUMBER OF RESIDENCES THRT THE WELL WILL :,EF..,E.
E,H_.KFILLIN~ [if RNY :,t_,TEM WITHOUT FINRL INSPECTION FIND FIPPROVRL BY THIS
.... ""' ' _-,UBJE_.T TO F'ROSEZJTION
DEFHF..THENT WILL BE '- ' '"
.MINIMUM DISTRNCE BETWEEN R WELL FIND RNY ON-SITE SEWRGE DISPOSRL SYSTEM IS
:LOE~ FEET FOR Ft PRIVRTE' WEL. L.~ OR
:LSE~ TO 20L'-~ FEET FROM R PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL
NELL LOGS FIRE REQUIRED RND MUST BE RETURNED TO THE DEPRRTMENT WITHIN 3:E~ DR"r'S
OF "['HE WELL COMPLETION.
OTHER REQUIREMENTS HRY RPPLY. SPECIFICRTIONS RND CONSTRUCTION DIRGRRMS FiRE
RVBILFIBLE TO INSURE PROPER INSTFILLRTION.
F'F_~ F-:t-"l ][ T F= :~-:P Z F:ES [:,EC:EI"IE:ER -~_:::L., 1:~";~-~---:
I CERTIFY TttFIT
1: I R!l FRMILtFiR WITH THE REQUIREMENTS FOR ON-SITE SENERS 8ND WELLS RS SET
FORTH BY THE MUNICIPRLIT¥ OF RNCHORFiGE.
2: I MILL INSTRLL THE S'~'STEM IN FICCORDFINCE WITH THE CODES.
i:':: I UN[:,ERSTRND THFiT THE ON-SITE SEHER SYSTEM MFiY REQUIRE ENLFiRGEMENT IF THE
RESIDENCE IS REMO[:,EL. ED TO INCLUDE MORE THFiN 4 BEDROOMS.
R~'F L I CFINT [)ICK P~..' I GHT
/
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
Pouch 6-550, Anchorage, Alaska 99502 276°2225
SOILS LOG- PERCOLATION TEST
~SOI LS LOG
[] PERCOLATION
TEST
PERFORMED FOR:
· EGAL DESCR,PT,ON:
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2O
D^TE P~..ORM.O: G ' I b, ?~
COMMENTS ~ ~t' y
WAS GROUND WATER
ENCOUNTERED?
PER.ORMED ~: c~ ~ ~OS T'
IF YES, AT WHAT
DEPTH?
SLOPE
SITE PLAN
Gross Net Depth to Net
Readln~ Date Time Time Water Drop
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN FT AND FT
72-008 (7/76)
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage, AK 99507
www. muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 017-023-23
GENERAL INFORMATION
Complete legal descriptiOn
Location (site address)
COSA# 0 C-Iil99
Expiration Date: /
MOUNTAIN PaRk ESTATES #2 BLOCK 4 LOT 23
12821 LUPINE, ANCHORAGE, AK 99516
Current Property owner(s) MARK SWANSON
Day phone 345-8187
Mailing address
Lending agency
Day phone
Mailing address
Real. Estate Agent
Mailing Address
Unless otherwise ~equested, COSA will be held by DSD for pickup.
NUMBER OF BEDROOMS: 4
Day phone
TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class __
Public Water System
Well
TYPE OF WASTEWATER DISPOSAL:
[] ' Individual On-site []
[] Individual Holding Tank []
[] Community On-site []
[] Public Sewer []
I
The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On-Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On-Site Systems Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also issues COSAs upon request to homeowners. Certificates of On-Site Systems Approval
are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued
with new water sample results. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. 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 Guidelin~es for this application,
shows that the on-site Water supply and/or wastewater disposal system is (are) safe, fdnctional and adequate
for the number of.bedrooms and type of structure indicated herein. I further vedfy that I~ase, d On the information
obtained from the Municipality of Anchorage files and from my investigation and inspectiOns, 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
Spurkland Enginneering
Address 203 W. 15th Ave., Ste 202, Anchorage, AK 99501
Engineer's Printed Name Lars Spurkland
Phone 279-3916
Date OCT. 17. 2011
DSD SIGNATURE
L,,,'// Approved for L.jL
Disapproved.
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
Attachments: COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
(Rev. 11/05)
X
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
Original Certificate Date: /' O - / '7 - / /
Municipality of Anchorage
Development Services Department
Building Safety Division
OmSite Water & Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Descr:iption:
WELL DATA
Well type ~T.
Date completed ?-IZO{'~1
Total depth ~.'~ ft.
~~n [~a~, C5¥~{~Z. $11<q Lo{ Z3 ,ParcellD: OI~--OZ3-0Z.~
IfA, B, or C provide PWSID # --
Sanitary seal (Y/N) ~
Cased to 100 ft.
Well Log (Y/N) '~/
Wires properly protected (Y/N)
Casing height (above ground)
in.
Date of test
FROM WELL LOG
Static water level ft.
Well production ~,- g.p.m.
WATER SAMPLE RESULTs:
'Coliform. A/'cfi', colonies/100 mL Nitrate 0tL%~ mg/L
Arsenic: gO ug/L date of sample: ~JlZ(~ JJ
SEPTIC/HOLDING TANK DATA '
/
Tank Type/Material Jg~%l~t(:[ ~).l~.5{ic~/,
Tank size J~01~ gal. 'Number of Compartments ~.
Foundation cleanout (y/N)"~ Depression over tank (Y/N) ,A//'
AT INSPECTION
Collected by:
Cleanouts(Y/N) ' ~ · ~
High water alarm (Y/N) /~
Date of pumping ~'~.'~.O~t Pumper /~+ ~f~. ~'~'tliC.6
C. ABSO~ION FIELD DATA
Dateins~lled 4, 1o ~,' so,, (~r~lbd~) O,~S
-~'~ , ~TG' rating
Leng~ ~ ~ ~ . Width 5 ff.
Total depth ~,~ ff. Eft. abso~tion area l~b0 ~ Monitoring tube
Date of adequacy test ~l~iJ Results (Pass/Fail) ~5~
Fluid depth in absorption field before test ~ in.
Elapsed Time: {~0 min. Final fluid depth ~
Any rejuvenation treatment (past 12 mo.) ~/N & ~pe)
System type OPkl~
Gravel below pipe /'/ ft.
"/ Depression over field
Water added ~00 gal.
_ in. Absorption rate >=
N'Otl¢.. ~ If yes, give date
For ~ bedrooms
New depth l0 in.
~00 g.p.d.
D. LIFT STATION
Date installed 3I1~.I[I
"Pump on" level at q~ in.
Datum ~,~1,
E. SEPAI~TION DISTANCES
Size in gallons
"Pump off" level at .51,5
Cycles tested
in.
Manhole/Access (Y/N) Y
High water alarm level at qq,.~
Meets alarm & circuit requirements? ,,,
in.
SEPARATION DISTANCES FROM WELL ON LOT TO:
SePtic tank/lift station on lot
Absorption field on lot 100
Public sewer main
Sewer./septic service line
Animal containment areas
On adjacent lots
On adjacent lots
Public sewer manhole/cleanout
Holding tank /V/,~,
Manure/animal excrete storage areas
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5I+ Property line .~ ~
4- Absorption field
Water main /~//~ Water service line
t
Surface water
I
Wells on adjacent lots 100 '}
5':+
Property line
Water Service line JO I~.
curtain drain SD + ~,O
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
~' ~ Y( Building foundation )O I /V,/,/jt
~' Water main
Surface water J DO'f- (j~',O.~ Driveway. parking/vehicle storage
Wells on adjacent lots' /00
F. COMMENTS
I
25 *
G. ENGINEER'S CERTIFICA'IION ,,.,~.. ,~_, .O. ~. ,A..~,~.~t ~,
· ' ~'~.'' "-..e ~I
I certify that l have determined through field inspections and ~ o~." ~ '"?.~. ~,
review of Municipal records that the above systems am in l? '~ %
conformance with MOA COSA guidelines in effect on this date. ~ '] ~'- ' . , ,(;~'[~ ~ ~'J'" ~"~ . ~
Engineer's Printed Name LAIT,~ ~..~'/~U/Zk~. ~14D ~J~' '~SP~'~
- %
COSA Fee $ ~t (~ ~.~ L~ G.y.~~ Waiver Fee $
Date of Payment
Receipt Number O~LD_O:. ~
Date of Payment
Receipt Number
(Rev. 4/10)
Municipality of Anchorage
DeveloPment Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw SL '
P.O, Box 196650 Anchorage, AK 99519-6650
www. ci.anchorage.ak, us
(907) 343-7904
Parcel I.D. O I ? - o~ .3 - ~L 3
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Expiration Date: ~ - ..~ L? - O ~
GENERAL INFORMATION
Complete legal description LO 3-
Locat. io..n .(~!te' .a. ddre.~s.or directions)
cu'h'eht"PrS~3'e~ty'ov~ner(s) ~ 7-g, V ¢
Mailing address
Lending agency
TRO~-T
Day phone
Day phone
Mailing address
Real Estate Agent p/{o~.,
c ~, ~100
Mailing Address ,~ ~,o t c, Y '/', ~ ,4~" c I-/.
ubless Otherwise requested, HAA will be held by DSD for pickup.
'NUMBER OF BEDROOMS:
Day phone
TYPE oF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class . Well
Public Water System
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
Individual Holding tank
Community On-site
Public Sewer
[]
F1
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health .Authority Approval are
valid for 90 days from the date of issue for properties served by a private or Class C well and'may be reissued with
new water sample results. (Certificates may be reissued for a period of up to one year with valid ~vater. samples.)
Certificates are valid for one year for properties served by Class A or B wells or a public water system. The
Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
Municipality or Anchoragei
Development SerVices Department:
Building Safety Division
' on-site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.chanchorage.~,r,.u s
(907) 343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Lega,llDescription: L o"r' ~, ~
A. 'WELL !DATA
!'Iota! depth '~'~-O ft.
;
:, Date Of test
i 'static water level
~.': ~ ,4 ,uro,,,uc,,on ,
: ;' WATER SAMPLE RESULTS: ·
:, Coliform col0niesll00 mi.
: '~ s~gJI
Ar .
B: :SEpTIC/HOLDING TANK DATA
/~ LO Crc ~
If A, B, or C pro:vide PWSID #
Sanitary seal (~1',1)
Cased to IOo+ft.
FROMWELL LOG ~
) o 5"- ft.
~ g.pm.
Nitrate 19. ~loqt mg./i.
Date of sv. mple: a/6/o q
Weli Log(~) 'YE.J'
Wires properly protected (~N)
Casing height (above ground) ! ,3- J~ in..
AT INSPECTION
i/ loq
/' ~,S~ ft.
g.p.m.
i Tar{l~ Type/Material :5'ig/~7'.<-. // _/4 D__PE. ,.
Tadk Size I 3 0 0 gal. ' Number of Compartments
FoUndation c!eanout (~q) Y~'J Depression over tank (Y~ ~°
Da~6 of pumping ~ [~ - /'~ ~''''/ Pumper
, ',:~ ,
, C. iABSORPTION FIELD DATA
:' "" r t%drm)
; Da~ iastalled '~ Soil rating
i', ~
: Leh~th/'~ 3 ~,: I ~ [ ft. Width
.7.o.~l~0epth. ~ ft.~ Eft. absorption erea t ~ ~0 ft~ Monitoring tube
Dat~ ~o~ adequacy test ~ ]~- ~ ~ ~ Results (~ass/Fail)
,FI0!d.depth in absorptioa field before test in. Water a0ded
~ ElaPsed Time: ;min. Final fkdd~Absorption rate >=
' 1; ' e
: :An9 rejuve I & type) If yes, 9ive date.
Other bacteria 0 colonies/100
S & S ENGINEERING
Collected by:
Eagle River, Alaska 99577
Date installed "5
Cleanouts(~)
High water alarm (Y/N)
5//4,- t,o ~.,'
O,, ~5" System type
ft. Gravel below pipe q ... ft.'
Depression over field ~' 0
For L/ bedrooms.
in.
g.p.d..
16:37 FAX ~002/002
,30'
I
N 8§'56'06" W 185.00'
7.~ ~=.,;.=. (~c.o. '1
~.~. ~clo. '
DRI~WAV I~ 82.1' - I Z
H~
~DA~ ~
'23 7.o.
l~j' ' ~C.O.
L~GEHD
N 89'56'06" W
x
10' UTILITY EASEMENT
·
I~c.q. 1'5'1~.o.
[]c.o.
,.,7 C~An~ UN~
ASBUILT SURVEY
.--x~.-"' '~'.'.?,s'Z',,
..-
'.*,,
~, · /./ .
H: \620400'\SUR V~_..Y~620 e,-^SB T. DWC
SE'~ CLEAN OUT
EDGE OF' A~ALT
~,' TAU:'BLo~<' ,ZT,.Js. NC WAU.
I hereby cer'Ufy that an accurate survey of the improvements on
the follow{rig described property.
~T 23 ~'~
M~T~ P~ ~A~,'~~. ~
wa~ mode on. March 16, 2004 ~d that safd ~mprov~en~
eituat~ ~er~n are wi~ ~e:~e~y I~es and do not o~rl~p
~ en~ on ~e p~y I~ng ad]a~nt th~eto' and ~at no
improv~ I~ng ad~c~t ~eto,~=oa~ on ~e promises ~n.
qu~Uon, ~c~t ~ sho~, and that ~e ~e no ~e or pla~ed
r~dwa~, ~~on fines ar a~er ea~ e~t as sha~
It is the r~one~Mlty of ~e owner to dete~ine the e~etence
of any eaeeman~, fight-of--way, covenants, ar ~ictlone
which do not app~r ~ ~e ~b~on plaC Und~ no ~r~m~
~anc~ ~ould any data h~ be =used f~ ~nst~ctl~n or ~r
eeta~is~g bounda~ ar fen~ lln~
bP~ RCH DATE 3/16/04
C~. RCH SCN-E 1-___30, 1 ~<
F.B. 250 d~Bf 620a~00 ~ ~
~ P-561 ~ 2~
II I
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-4720
Application Date 2/25/85
GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
Lot 23, Block 4, Mtn° Park Estates #2; Sec. 26, TWN 12N, R3W
Location(addressordirections)
12821 Lupine Road - Off Dearmoun
(b)
Applicant Name Bill Westbrooke Telephone: Home 345-6257
Applicant Address 7150 Rabbit Creek Road
Business Same
(c) Applicant is (check one): Lending Institution []; Owner/builder []; Buyer []; Other [] (explain); Sellar
(d) Lending Institution ~'~'¢t-~/¢z:/~./~-~-f
Address ~)' ~' /~
Real Estate Company and Agent
(e) Address ~ ~ ~ ~/~~ r
(f) Mail the HAA to the following address:
TYPE OF RESIDENCE
Single-Family [] Multi-Family []
Number of Bedrooms 3
Other
WATER SUPPLY
Individual Well [] Community [] Public []
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
aitesting to the legality and status.
4. SEWAGE DISPOSAL
Onsite [] Public [] Community [] Holding Tank []
NOte: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
Page 1 of 2 72-o25 (11/84)
5.. ENGINEERING FIRM PROVIOING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
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 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 files 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.
z7b
Engineer's Seal
DHEP APPROVAL
Approved for
Approved
Terms of Conditional Approval
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or
analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the
professional engineer's work.
Paqe 2 of 2
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST- FEBRUARY 1984
MUNICIPALIVf OF AB,,'CROR,AG~
DEPL OF HF:ALTil &
[NVIRONMENTAL PP3 1L~CI'ION
l,,'¢,, 0 q 1986
28..4,2° R E C E IV E D
Legal Description: Lot 23, Blk 4, Mtn, Park
Estates #2 Sec 26, TWN i2N, R3W
WELL DATA
Well Classification
Well Log Present (Y/N)
Total Depth 220 '
Static Water Level 105 '
Casing Height Above Ground 24"
Electrical Wiring in Conduit (Y/N)
L/C/ If A, B, C, D.E.c. Approved (Y/N)
/ ~///' 2/20/79
¥ Date Completed Yield
Cased to 100 '+ Depth of Grouting
(1979) (118' ~985) PumpSetAt Not Known
Sanitary Seal on Casing (Y/N)
¥ Depression Around Wellhead (Y/N)
Y
2 GPM
Y
N
100'+
100'+
Separation Distances from Well:
To Septic/Holding Tank on Lot 100' ; On Adjoining Lots
To Nearest Edge of Absorption Field on Lot 105 ' ; On Adjoining Lots
To Nearest Public:Sewer Line None ±n Area To Nearest Public Sewer
Cleanout/Manhole None in Area To Nearest Sewer Service Line on Lot
Water Sample Collected by QUADRA - Wayne McFadden ; Date
Water Sample Test Results Passed
Comments We[1 passed 'drawdo~cn test; 2/22/85.
85'
B. SEPTIC/HOLDING TANK DATA
Date Installed 1978 Size 1250 Gal. No. of Compartments 2
Standpipes (Y/N) Y Air-tight Caps (Y/N) Y Foundation Cleanout (Y/N) Y
Depression over Tank (Y/N) N Date Last Pumped 2/21/85
Pumping/Maintenance Contract on File (Y/N) ; for
Holding Tank High-Water Alarm (Y/N) N/A Temporary Holding Tank Permit (Y/N) N/A
Separation Distances from Septic/Holding Tank:
100'
47'
40'
To Water-Supply Well
To Property Line
To Water Main/Service Line
Course
To Building Foundation 22 '
To Disposal Field 5 '
To Stream, Pond, Lake, or Major Drainage
Comments
Page 1 of 2
72-026(11/84)
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed 1978
Width of Field 3'
Square Feet of Absorption Area .50/4
Depression over Field (Y/N) N
Results of Last Adequacy Test Passed
125
Type of System Design
Length of Field t22~
Depth of Field 6 ~
Gravel Bed Thickness 2 ~
Standpipes Present (Y/N)
Date of Last Adequacy Test
Trench
Y
2/22/85
Separation Distance from Absorption Field:
To Water-Sup'ply Well 105 '
To Building Foundation 15'
Lot None
To Water Main/Service Line 45 ' To Cutbank (if present)
To Stream/Pond/Lake/or Major Drainage Course None
To Driveway, Parking Area, or Vehicle Storage Area 95 '
Comments Absorption Field Passed 2/22/85
To Property Line 10'
To Existing or Abandoned System on
; On Adjoining Lots 100~+
None
D. LIFT STATION
Date Installed N/A
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test, Meets MOA
Comments
** Check Permitted Bedroom Rating Against HAA Bequest **
I certify that [ have checked, verified, or conformed to a.~ll M CA and HAA guidelines in effect on the date of this inspection.
Sign ed ~'~,f,~
Company~v~ ~/~' MOANo. ~ ~- J~
Receipt No. '~'~-~ ~ ~ :::'"~"" '~~* :
Date of Payment
,'¢~-*" "' ~7~ 0%%~q¢~-,: Engineer's Seal
Amount: $ ~.
Page 2 of 2
MUNICIPALITY OF A.bLCJ;J R'AG"E
MUNICIPALITY OF ANCHORAGE ENVIRONMENTAL
DEPARTMENT OF HEALTH & ENVIRONMENTAL PRoTEcTION
825 LStreet-Anchora~e, Alaska 99501 AP~ ~ 7
ENVIRONMENTALENGINEERINGDIVISION
Telephone 264-4720 C ~ J V
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES
PI RECTI ONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing.
1. PRO ERTY WNER
PROPERTY RESIDENT (If different from above) / PHONE
PHONE
2~ B~YE. /~ ~
MAILING A~RESS
MAILING ADDB~88
4. REALTOR/AGeNT , ~ ' ~ I PHONE
~ILING ADD~ESS
5. LEGAL DESCRIPTION
[] One ~ Four
~ SINGLE FAMILY [] Two [] Five
[] MULTIPLE FAMILY [] Three [] Six
[] Other
7. WATER SUPPLY
~ INDIVI DUAL* ' ATTACH WELL LOG. A well log is required for all wells drilled
[] COMMUNITY since June 1975. For wells drilled prior to that date, give well
[] PUBLIC UTI LITY depth (attach log if available.)
a. SEWAGE DISPOSAL SYSTEM
**If individual/on-site, give installation date ~,-- /~.
/~ INDIVIDUAL/ON-SITE**
If system is over two (2) years old an adequac~'~est is required
[] PUBLIC UTILITY by this Department.
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
72-010(3/78)
THIS SIDE FOR OFFICIAL USE ONLY
DATE RECEIVED
INSPECTION APPOINTMENTS
TIME TIME T]ME
DATE DATE DATE
I NSP ECTOR INSPECTOR INSPECTOR
DIRECTIONS:
1, TYPE OF RESIDENCE NUMBER OF BEDROOMS
[] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER
[] MULTIPLE FAMILY [] TWO [] FOUR [] SIX
PERMIT NUMBER
2, WATER SUPPLY
[] INDIVIDUAL DEPTH OF WELL
[] COMMUNITY
DATE DRILLED
[] PUBLIC UTILITY
Connection Verified LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER
[] INDI VI DUAL/ON -SITE DATE INSTALLED
[~] PUBLIC UTi LiTY
Connection Verified INSTALLER
[]Septic Tank or [--I Holding Tank
Size: J~,.=~:~) If Tank is homemade SOILS RATING
give dimensions:
TYPE OF TANK MANUFACTURER
TOTAL ABSORPTION AREA MATERIAL
4. DISTANCES Septic/Holding Tank Absorption Area Sewer Line I Nearest Lot Line
WELL TO:
Absorption Area to nearest Lot Line
5. COMMENTS
~ APPROVED FOR z~ BEDROOMS
~ CONDITIONAL APPROVAL (letter must accompany certificate)
[] DISAPPROVED
DATE BY (Title)
LEGAL DESCRIPTION
72-010 (Rev, 3/78)