HomeMy WebLinkAboutCHANDELLE ACRES LT 21Chand II
AC,¸
Lo1' 2!
#0§1-063-63
Municipality of Anchorage
Development Services Department o.~ ~ .~,
Building Safety Division ~'" '
On-Site Water & Wastewater Pr~mm, 4700 Sou~ Bragaw St. 3~' ' "' '
P.O. Box 196650 ~chorage, AK 99519~650 ~
~.ci.anchorage.ak.us (907) ~3-79~
On-Site Wastewater Disposal System and/or Well Inspection Repo~ Page 1 o~ 5
Permit Number: SW010438 PID Number: 051--063--63
C/O BUTCH JAQUES w/ COLDWELL FORTUNE Wastewater System: ~ New ~ Upgrade
10928 ~CLE RIVER RD. * ~GLE RIVER, AK 99577 ABSORPTION FIELD
P~°ne:(907) 696-7655 .o. of ~dr~ms:
4 ~ Deep Trench I Shallow Trench ~ Bed ~Mound 10the~
LEGAL DESCRIPTION ~ "'~: '~ ~ ~ ~'~' ~:
2.0 ~. ~ 2.0-3.5
21 - '. CHANDELLE ACRES (+)0.3 to (-)1.2 ~ 0.30+
' SEE DWG. ~ 60 (2 ~ 30')n.
WELL: ~ New ~ Upgrade 5 ~ 3 ~
_~ ~ n. n. 300 ~. ~ D-3034/SCH 40 PVC
~ CCC CONSTRUCTION 11/7-11/01
SEPARATION DISTANCES as..~: a.o,~.. .S.T.~...
From Tonk Reid Stetlon Tunk ~, ~ ANCHORAGE TANK 1500
we, 100% 100'+ 100'+ - 25'+ ~: STEEL "~ ~ '~'*: 2
s..o:, w~t., ~oo'+ ~oo'. ~oo'+ - - LIFT STATION
Lot L~ne 5'+ 10'+ 5'+ -- -- ~z, ~ ~: I
1500IANCHORAGE TANK/ORENCO SYSTEMS
FoundaUon 5'+ 10'+ 5'+ -- - ~"-- "': ?'"'"'--*~ I"' "~ '~ ':' '
TIMERI ~ TIMER 46"
CuAoln Droln NONEI KNOWNi ~20 OSI 05 HHF MIKE ~UER
~emarks: *THIS IS AN INNOVATIVE BO~OMLESS BENCH MARK
INTERMI~ENT SAND FILTER SYSTEM. TOP OF MANHOLE
THE EXISTING SEPTIC TANK WAS COMPL~ELY
ABANDONED PER UPC. THE EXISTING D~INFIELD 100.00
IS TO BE USED AS A RESERVE SITE. ~%%~,j,~
Dates: 1st 11/7/2001 ~'V ~'"
Inspections pedaled by: AWWC, INC. 2nd ~ 1/8/2001 ~ ~.: z.~.~/~ ~ ".~
3rd ~ ~' ": ..... ~ /:'"~';"'"
Depa~ment of Health,~p~Se~[c~pproval _ 00~i~- c
Reviewed(... ,~,-, and approved by: ~ate:~ ~[;;;:""{;~;,ess ~ ~
~.~.w~: AS BUILT DRAWING
SW010458 -- ~ca. ~D NV~:
051-063-63
MT2 149.19 96.19 ~~ '~
MT3 136.87 103.35 ~ ~--~ ~ ~ ~
III
~ 11/28/2001
~S~ ~TER & WASTEWATER ~ 'z~ ~ j .~
c/o BraCH JlOUES w/ CO~W[~ FORTUNE 696-7653 2 OF 3
CHANDELLE ACRES SUBDIVISION; LOT 21,
AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
AS BUILT DRAWING
SW010458 ~ PARC~. ~o NUUS~R.'
051-065-65
-\
~P OF T~K ~
AT ~ . g5.62~ ~ : = ~P ~ T~
/
** ~ ..0, ~ N~W I~00 ~LON
IUPPERI
ILOWERI ~~= ,,~ / ... ~.)
~ / ~ x F~_~ /
- 81.42 ~.) - 85.42 ~.~ - ~2 ~)
- 79.12 ~.)
AIAS~ WATERcousu[,au~s. & ~TEWATER~uc. ~ r~/ ~[~ ~ '.~
c/o BraCH JAQUES w/ COmWE~ FORTUNE 696-7655 * Or * [2~;'~1~.'"'~
CHA,DELLE AC,ES SU"D~V~S~O.= LOT 2~. ~_.,~.,:._ -__----'"' ........... ...',,~.~
DRAWING OF SEPTIC SYSTEM UPGRADE ~[~ote'"~°~
PROFILE
AS-BUILT
NOV-30-2001 FEI 01:14 P~ CCC. CONSTRUCTION 907 896 3274 P. 02
MUNICIPALITY OF ANCHORA GE
Development Services Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEVVATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Oct 17, 2001
Expiration Date: Oct 17, 2002
Permit Number: $W010438
Legal Description: CHANDELLE ACRES LT 21
Design Engineer: 0041 AK Water & Wastewater Consultan'
Owner Name: Redmond Schunke c/o Butch Jaques
Owner Address: 10928 Eagle River Rd.
Eagle River, AK 99577-
Parcel ID: 051-063-63
Site Address: 023625 CHANDELLE DR
Lot Size: 48247 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well [] Water Storage
Ail 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.
Date:
Municipality of Anchorage
Development Services Department
Building Safety DMslon
Or>Stfe Wafer & Wastewater Program
4700 South Bmgaw SL
P.O. Box 196650 Anchorage, AK 99519-6650
www.d.anchorage.ak, us
(~07) 343-79O4
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 051-063-63
Permit Number
R. EDMOND SCHUNKE c/o BUTCH JAQUES
Propertyowner(s) w/ COLDWELL BANKER FORTUNE PROPERTIES
Day phone 696-7653
Mailing address (1) 10928 EAGLE RIVER ROAD * EAGLE RIVER. AK
Mailing address (2) Zip Code
Legal description (Lot, Block & Sub'd.) LOT 21: CHANDEL[E ACRES SUBDMSION
Legal description (Section, Township & Range)
Lot Size C/~H-7 Acres/Sq. Ft Number of Bedrooms
99577
THIS APPLICA'I3ON IS FOR:
Sewer Only ~E]
Sewer and Well
Sewer Upgrade []
4
THIS PROPERTY CONTAINS:
Hot Tub ~]
Swimming Pool
Therapy Pool []
Well Only
Water Storage
Jac~n,~l
Water Soltenlng Unit
I certify that the above Information Is correct. I further certify that this application Is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
ALASKA WATER &: WASTEWATER CONSULTANTSr INC.
Permit Fees: ~
Date of Payment:
Receipt Number:
Walver Fees:
Date of Payment:
Receipt Number:.
ALASKA WATER & WASTEWATER
CONSULTANTS, INC. ~
October 4, 2001
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
On-Site Services Section
P.O. Box 196650
4700 South Bmgraw Street
Anchorage, Alaska 99519-6650
Reft Septic System Upgrade for Lot 21,Chandelle Acres Subdivision
(Bottomless Intermittent Sand Filter - ISF)
To whom it may concem:
The existing 4 bedroom house is served by a private well and septic system. The septic system
consists of a 1250 gallon septic tank and a bed type drainfield. The existing drainfield is
surcharged and must be upgraded for the sale of the house. We are proposing that the 1250
gallon septic tank be excavated and the integrity verified. If the septic tank is found to be ofgood
integrity, than a 500 gallon lift station is to be installed. If the septic tank is of poor integrity,
than a new 1500 gallon S.T.E.P. tank is to be installed and the existing septic tank is to be
completely abandoned. We are also proposing that an Innovative Bottomless Intermittent Sand
Filter (ISF) system be installed. Comments regarding the proposed upgrade are summarized as
follows:
1. GENERAL: As seen on the 1992 design done by S&S Engineering, two test boles were
excavated on the property. The septic system was designed around test hole #2 and an alternate
site reserve area was provided around test hole #1. During our site visit, the slopes were steeper
than what was shown on the 1992 design and given the steep slopes; a bed type system cannot be
installed. Given the steep slopes, the presences of shallow groundwater, the limited area around
the test hole and the slow percolation rate, it is our opinion that a Bottomless ISF system is the
most viable option.
2. SOILS: Attached are the two soils log done by S & S Engineering which shows the soil
classifications, groundwater monito.ring, and the percolation test results. It is our opinion that an
application rate of 2.0 gaIlons/day/ft' should be used for the bottomless ISF system.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
3. DRAINFIELD DESIGN: Bottomless Intermittent Sand Filter (ISF)
a. Percolation Rate: 40 & 53 minutes/inch
b. Allowable Application Rate for ISF: 2.0 gallonsdday/ft2
c. Number of Bedrooms: 4
d. Design Flow: 600.gallons per day
e. Minimum Absorption Area: 300 ft2
f. Effective Depth below pressure pipes:. 3.0+ inches
g. Width: 5 feet
.h. Length: 60 feet t.otal length (2 ~ 30 feet long each)
I. Effective absorption area = 300 ft2
j. Air Supply: Thomas Industries, Model 5070, "Anchorage Tank".
k. Air Supply Line: "Wasteflow" emitterline, 1/2 inch I.D, "Anchorage Tank".
1. Sand Material: In accordance with M.O.A. latest standards
m. Pea Gravel: 100% passing 3/8" sieve, less than 20% passing the 1/4" sieve, and
less than 1% passing the #8 sieve.
We are proposing to excavate down to a depth of 3.5 feet deep (maximum - on uphill side),
place a minimum of 6 inches of sand, install the air supply line, and cover it with 18 inches of
sand. On top of the sand, we will place 6 inches (minimum) of 3/8 inch pea gravel, with the
pressure laterals midway in the layer. We will use a conventional lift station (Anchorage Tank),
equipped with a programmable timer so that flow can be intermittently dosed to the ISF.
4. TOPOGRAPHY: As can be seen on the attached design drawing, the proposed drainfields
are to be installed at the base ora small cutbank. The slopes in the area of the proposed upgrade
range from 15 to 20 percent running from southwest to northeast. We do not anticipate any slope
concerns.
5. SURFACE WATER: As can be seen on the attached site plan, the MOA grid maps show
an unnamed creek approximately 150 feet north/northwest of the proposed drinafields. During
our site visit, no creek or the presence of surface water was found in the area shown on the plat;
in short, there are no surface water concerns within 100 feet of the proposed septic upgrade.
6. MATERIALS AND CONSTRUCTION PRACTICES: The materials used, and the
construction practices will comply with the M.O.A. "Intermittent Sand Filter Design,
Installation & Maintenance Manual". The contractor should read this document prior to
construction. Copies are available at the Municipal Onsite Services office (4700 South Bragaw
Street).
7. CLOSING: I am open to any suggestions from your department, which would be an
impr, o.v. ement to .~.e proposed resin... I am unaware of any adverse impacts this installation
wou/a nave on gdj'a~ent wells or septic systems If you have any t~uestions ,~lease ,',,-*o,-, .... ,
your assistance. ' ' J '~ , r ...... ,- ,~o ,,,
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
~ ~ ~. ~ ~; ~ ~ .... ~ _ ~ ~ -~ / .
, ~_.~ ~~~., ~, ~ ~> ..~ ./ ~-~
~ c~J ~~~', ~. ~.~ ./~-'
.-'-- ----. ',- ~:~:~/ =,,~ X./'
[ ~1 .,//' ~~ ..."
_ X..'"
...... ~ ............... ~ / l/ _..~ .'N / X .
.... ~ I ~'-~ ~/
............. I i ~:.' / /'
I I
;~ X./ .x~
101412001
....... o~ ~:
~SI~ ~TER & WASTEWATER ~
GONS~LTANI$, lNG.
PR~ FOR REDMOND SCHUNK[ P~E 8NUBS: P~E NUMB~:
c/o BraCH JAOUES w/ CO~W[~ FORTUNE 696-7655 I OF 5
CHANDELLE ACRES SUBDIVISION; LOT 21
~ OF WOR~: ~ ........ '. ~
SITE P~N FOR SEPTIC SYSTEM UPORADE
~/~ NOTE: THE CONTRACTOR SHALL HAVE THE: I~EIGHBORING
~ ~', !00 rOOT WELL RADIUS AND THE NORTHEAb~ PROPERTY
/( X '~ JNE FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR
/ ~ rD CONSTRUCTION.
INTERMtT/ENT S~ID FILLER SY~M, X ~ ~ ~--S & S ENG. ~ ~
INSTALL 1~/0 1RENCHES THAT ARE ~ ~ / TEST HOLE I~1 '~
3.5 nrr om, ~,~x,~u,, m' s n~ . \ ~ .' /(AP~;,OX. m~o.)"
WiD£ BY ~ F£ET LONG EACH (60 FELrT
FOR CON~rRUCnON
(SEE PAGE 3 OF 3) ~' K
~ ~ \ UFT ~'FA'~ON ~ m
INSTALL AJR
EXeS'lING 1250 GALLON SEF11C TANK TO lie \ ~, MPRESSOR
500 GALLON lIFT STA~ION AS SHOWN ON THE
OUTFALL OF' DRNNPIP£ OR/ ' ~ ~
FOUNDATION ORAJN, THIS/'
/
AREA IS TO BE FILLED WITH/ -
/ \
.... , ... 1 ol,4.12oo 1
ALASKA WATER & WASTEWATER B.s.o./~.L.M. F~.'.'~d~//~~ ~' '~l
CONSULTANTS, INC.~ ~ I ,
c/o BUTCH JAOUES w/ COLDWELL FORTUNE 696-765,5 2 OF' ;~ ~ . · ,
CHANDELLE ACRES SUBDIVISION; LOT 21 .,.'"
mo[ or WORK: 'q[~,"_~,,'d ......
DESIGN OF SEPTIC SYSTEM UPGRADE (BOTTOMLESS ISF) ~r..ofe.s'~o~-~°'-==-'''=~
,,.~0' LONC
/~INS'TAJ..L UON~ORING TUBE
~ _ L .........................
~M S.T.~P. T~K~ ~ ~DI~IB~ON ~, PIPE S~E ~D
~ HO~ ~IHG P~
ON ~H ~D OF
' ~' ~NC ,
/ //
~ ~ / ~P ~ ~D ~ --
~o/4/~oo~ ~.
.............................. ~w. ~: · '-71't
~SI~ ~TER & ~t~STEWATER ~
CONSULTANTS, INC.
FOR: REDMOND SCHUNKE PHONE NUM~ P~E NUMBS: ~,
c/o B~CH JAQUES w/ CO~WE~ FORTUNE 696-765~ ~ OF ~ ~ ~J
CHANDELL ACRES SUBDIVISION, LOT 21 ~:v~_ ~... ...
D~AIL DRAWING OF SEPTIC SYSTEM UPGRADE (BO~OMLESS ISF)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR~
LE~^~. DESCm.T~ON: L4:,r ?-.!
1
2
3
4,
5-
6-
7-
8.
9.
10-
11
12
13
14,
15-
16-
17-
18.
19-
20-
Township,SLOPE Range, Section:
WASGROUNDWATER
ENCOUNTERED?
~ ,~.~ .T...,.,.,.,.,.,.,~ '{?,.I
DATE PERFORMED:
PERCOLATION RATE ~ im,nules/inch) PERC HOLE DIAMETER ,
TEST RUN RETWEEN... ~'~FT AND ~ FT
COMMENTS
Acco.o..CE-,...~ STA'EAND M..,C,P/' O.,DEL,."./.....CT O. T.,S DA.E. DA.~ ~/~/~ ~
[~) DEPARTMENT OF HEALTH S HUMAN SERVICES
-- SOILS LOG ~ PERCO~TION TEST
LEGAL DESCRIPTION:
1
10.
13-
14.
15.
16.
17.
19-
20-
~..~ tc~.~ ~wnship. Range, Section:
SLOPE SITE PLAN
WAS GROUND WATER ~
ENCOUNTERED?
~F YES. AT W.AT ~ [
DEPTH? pO
E
~r[~?
Gro~ Net I~th to Net
Re~ding Date Time Time Wat~ Drop
PERCOLATION RATE ~'~ (m,nutes/mch) PERC HOLE DIAMETER
TEST RUN BETWEEN "~'~ ,.AND dg~ FT
COMMENTS
Seht By: AZaska Water and Wastewater Con; 907 338 3240;
0ct-3-01 14:50;
Municipality of Anchorage
Development Services Department
Building $~'cty Division
On-Site Water and Waztewnter
4700 Brasaw Street
P.O. Box 196650 Anchorage. AK
WWW.C J.an C~O mgc.~:.US
(90?) 343.7~04
Page 212
PROPERTY OWNER AGREEMENT FOR THE MAINTENANCE OF AN ON-SITE
WASTEWATER DISPOSAL SYSTEM
This agreement, da. ted IO/q/OI , is made between thc Municipality of Anchorage
Development Semces Department'(DSD) and the prol~ny owner(s) of:
This agreement is made for the purpose of maintaining an on-site wastcwater disposal system on
Ibc subject property.
The property owners agree to the following:
Submit to the Municipality of Anchorage, on an annual basis, an inspection and operation
statement from a registered professioml engineer. This inspection and operation statement shall
verify that the engineer has inspected all effluent and air pumps, time~s, and alarms, and that any
deficiencies hav~at thc system is functioning as designed.
'(Signature) V' k--" (Signature)
(Plinted Name)
(Printed Name)
(Notary Seal Here)
ACKNOWLEDGMENT
State of
Countyof '~ [~ -~'-'J~
Onthis ,q dayof ,20ot,,,Larr '
who is personally known to me,
whose identity I verified on the basis of
whose identity I verified on the oat~affirmation of
a credible witness,
to be the signer of the foregoing document, and he/she acknowledged Ihat he/she signed it.
Attribution Clause: ~hi~ Certificate ~ pre. red fog ~nd ~clusively belongx to, tl~e accompanying d~umen~ entided
personally appeared before me,
My Commission Expires:~~ '~0t ~.0o St.
Municipality of Anchorage Page / of 2.
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
Permit Number: 5hl~Z°zCl7 PID Number: 0'-,<"10~
Name: Wastewater System: ~ New ~ Upgrade
A~e~: ABSORPTION FIELD
Phone: No. of Bedrooms:
~ Deep Trench ~ Shallow Trench ~Bed ~Mound ~Other
LEGAL DESCRIPTION soil Rating: ~, ~ GPD/Sq. Ft. Total Depth from original~grade:
Lot: Block: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe
Township: ~ Range: Section: Fill added above original 9rade: _/ Gravel length:
I
WELL: ~ New ~ Upgrade Gravel width: Number of lines: Distance between lines:
~G Ft. ~ G Ft.
Classification (Private, A,B.C): Total Depth: Cased To: Total absorption area: Pipe material:
Driller: Date Drdled: Static Water Level: Installer: Date installed:
Yield: GPM IPump s~"t: Ft. ICasi"9 Heigh'Ab°~ ~°u~d:Ft. TANK
SEPARATION DISTANCES ~ s~pti~ ~ Ho~din~ ~ S.~.~.~.
TO Septic Absorption Lift Holding ~ublic/Private Manufacturer: Capacity in gallons:
From Tank Field Station Tank Sewer Lines ~ ~0~ ~ ~ / ~
Well /~/ + {~ot~ ~ Material:~~
Number of Compartments:
Sur~ce ~ LIFT STATION
Water /~D ~ /~0 ~ - ~
Lot ~ Size in gallons: ~cturer:
Line /~ ~ ~ ZO + ~
Foundation 1~' ,~' -- -- -- "Pump on" level at: "Pum~~ I ~n water alarm at:
CurtainDrain ~ ~ ~ Pump Make & Model ~ Electrical Inspections performed~~
Remarks: BENCH MARK
Location and Description:
Assumed
Elevation:
ENGINEER'S SEAL
170~ ~le RIv~ L~ R~d, ~. ~ . ~o ~Q'~
a~d ~S
Department of He H ervices approval / ~~
~eviewed anO approve~ ~ ~ate:/
72-013 (Rev. 9/91) MOA 25
Permit No.Sw920297 Page 2 of 2
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
CHANDELLE ACRES, LOT 21 05106565
Legal Description: PID No.:
C03
CO1 C02
NEW
i 82.1' WATER FOUND
MT1
. 89.1' ~: 88.1'
ii A
F~O 26.5 9.0
cO1 32.o 19.5
C02 37.0 28.0
'~'~" "~5'2"6'
C04 82.5 67.5
MT1 64.5 ?;8.5
MT2 63.5 42.0
: 4 BDRM. HOUSE
TBM -TOP OF~ :: / ::
72-013 A (1/93) *
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW920297
DESIGN ENGINEER:S & S ENGINEERING
OWNER NAME:SCHUNKE REDMOND K &
OWNER ADDRESS:7760 JAGUAR CIRCLE
ANCHORAGE AK 99502
DATE ISSUED: 2/05/93
EXPIRATION DATE: 2/05/94
PARCEL ID:05106363
LEGAL DESCRIPTION: CHANDELLE ACRES LT 21
LOT SIZE: 48247 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT:
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK 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 343-4329 OR 343-4681 AFTER BUSINESS 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 PROVISIONS:
DHHS WILL CONDUCT FINAL INSPECTION OF THIS SYSTEM PRIOR TO
AS-BUILT APPROVAL.
RECEIVED BY: ,/ ~
DATE:
ISSUED BY: ~je~,*,~ -~'~a,r-t~ DATE:
S&pt~mb6r 11, 1992
ROBERT SHAFER, P.E
ROGER SHAFER, P E.
CIVIL ENGINEERS
(9071 694-2979
FAX 694-!211
HEALTH AUTHORITY
APPROVALS
SEWER & WATER
MAIN EXTENSIONS
SEWER & WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL iNSPECTION
& FLOW TEST
SITE PLANS
ROAD DESIGN
SOIL TEST
PERCOLATION
TEST
STRUCTURAL &
MECHANICAL
INSPECTIONS
ON SITE
WASTE WATER
DISPOSAL SYSTEM
DESIGN
Municipality of Anehorag~
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 L Str6~t
P.,O.~ Box 196650
Anchorag6, Alaska 99519-6650
REFERENCE: Lot 21; Ckand~16 Acr~;
you updat6 s6ptic p~nit #890119. A 6~cond 6oil~ t~st was
p~rform~d on th6 property and th6 attached modifr6d d~sign d6v~lop6d.~
W6 do not anticipat6 any adv~rs6 6ff6cts on n~ighboring prop~rti6s with
th6 inst~ation of th6 propos6d s6ptic system..
If you hay6 any questions or r6quir6 additional information for your
r6v~w, pleas6 contact ~S..
Sincerely,
ROGER J.~ SHAFER, P.,E.i
RJS/gm
17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577
SCALE
\ /
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
DATE PER FORM-;D'~. ~~
LEGAL DESCRIPTION: [~,'l""Z.~ ~---~i ~ i~nship, Range, Section:
1
2
3
4
5
6
7
8
9
SLOPE
SITE PLAN
10
11
12
13
14
15
16
17
18
19
2O
WAS GROUND WATER
ENCOUNTERED?
S
I L
IF YES, AT WHAT ~ O
DEPTH? P
E
Depth Io Water Alter
MonitorinD? ~ Date: 4:~
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE~ ---~--~/ (m,nutes/,nch) PERC HOLE DIAMETER
TEST RUN BETWEEN __ FI AND FT
COMMENTS
S & S ENGINEERING ~ ~'~-~ .~.~
PERFORMED
BY:
17034 Eagle River Loop Road No. 204
ACCORDANCE W~T~J~3eS~&~[~U~J~ GU~DEL,NES ~N EFFECT ON TH,S DATE.
72-008 (Rev. 4/85)
CERTIFY THAT THIS TEST WAS PERFORMED IN
ril[ing
DOC Co. dba
SULLIVAN WATER WELLS
P.O. BOX 670272, CHUGIAK, ALASKA 99567 · TELEPHONE 688-2759
OWNER OF LAND
LEGAL DESCRi~ION
DATE-Started
PERMIT NUMBER
DEPTH OF WELL
SI~XlI(' L[VEL OF
I)RAW DOWN FT.
GALS. PER HR
KIND OF CASING
KIND OF FORMATION:
/ '~ Ft.
From ',- .~ Ft. to.
From -.', Ft. to--Ft.
From~Ft. to '7
From 7, f Ft.
From '~ii,.~c~ Ft. to /
From ~ / Ft. to ,. ..
From. Ft. to Ft. .'~-
From ~Ft. to Ft.
From Ft. to Ft.
Fromm. Ft. to Ft.
From Ft. to Ft..
From ~ Ft. to Ft.
From Ft. to Ft.
From Ft. to Ft
From~Ft. to , .Ft.
From~Ft. to. Ft.
From Ft. to ,_Ft.
From
From
From
From
Froln ~
From ~
From
From
From
From
From
From
From
From
From
Ft.
Ft.
Ft.
Ft.
Ft. to _
Ft. to__
Ft. to__
Ft. to~
Ft. to__
.Ft. to
Ft. to~
Ft. to
Ft. to
Ft. to
Ft. to
Ft. to
Ft. to
MUNICIPALITY OF ANCHORAo~
DEPT~ OF HEALTH ~
..... TAL PROTECTION
,o REG. E!vc ,
.... Ft
Ft.
Ft.
Ft.
Ft.
. .Ft.
Ft
Ft.
Ft.
Ft
Ft.
Ft.
MISCL. INFORMATION:
DRILLER'S NAME ~" ' ': ........
unicipality of nchor ¢
Department of Health and Human Services
Tom Fink, 825 "L" Street
Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650
January 8, 1990
David Hoffman
6221 Newt Drive
Anchorage, Alaska
99507
Subject: Lot 21 Chandelle Acres S/D
Permit #890119, PID #051-063-63
The subject permit, issued, by this office for a single family
well and/or on-site wastewater system'has expired as of December
31, 1989.
Permits are issued on a calendar year basis by authority of the
Municipal Code of Regulations. A new permit must be obtained
from this office for an well and/or on-site wastewater system
not installed by the expiration date.
If you have drilled the well, a well log needs to be sent to
this office for documentation of the installation and to close
the permit.
If a private engineer inspected the installation of the on-site
wastewater system, the original as-built inspection report
(three-part form) must be sent to this office for review,
approval and documentation.
When applying for a new permit, the fees are': $90.00 for an
on-site wastewater permit; $50.00 for a well permit; $140.00 for
a combined on-site wastewater and well permit.
If you have any questions, please call this office at 343-4744.
Sincerely,
John Smith, P.E.
Program Manager
On-site Services
JW/ljm:200
enc: Copy of Permit
"Kids Are Our Future"
5 6 :':~;'-' ;:'." () ], Q
9 .............. ~3,'..:-.'.., subm:Lt't..ed to Mun ic ipa]. it.].,,' c,f' Anchor'age Depar'Lmen{ c,l:' ~h..,,.;¢. 1 t.h
and l..hu'r~ar"., Ser'v:i.c:es w:~'Lhir'., :];0 days
E]qG;[NEERED ).)ES .[ t.':.)N ,, DHHS Mt..JST BE: hi[IT iF IED F:' F:;'. ]; [] R TO EACI--.!
]. CER"I ;[ f:"," 'I"HA"F:
i am f'ami].iar ~¢:J.'Lh 'Lhe r'equ~.l",:~:.?mel"~'Ls for on--..s:i.'Le sewers and wel].s as
lot"th by the Idunic:ipaiity of Anchorage (ME)A) and the State c>f' Alaska.
2,, I will :insta.!.t the sys'Lem in ac,:z:orclanc:e with a].~ MOA cc) des and
and irt compliance w:i. th 'Lhe des~.gn c:r:i.'Ler:[a of' 'Lhi~ per'mit.
Zl.,, :J: ur",ders'Land 'L.l"iat 't.l"~.~.s p,~.:.:,r,m:J.'L :i.s valid .','or' a maximum (:::,f' 4 b¢:~,dr'c)c)m.~!.,, ]
'..(]v,.i'"l(r'~P ) ~~'K]F:I:::'I'dAIq "'~ '
SCALE
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR~
LEGAL DESCRIPTION:
2
3
4
7
9
10
11
14
16
17
19
2O
DATE PERFORMED;~
Section'
Township, Range, ' ~"~:~t~ ,
SLOPE SITE PI~AN
WAS GROUND WATER
ENCOUNTERED?
jv S
IF YES, AT WHAT ~[ ~)
DEPTH? ~:~ p
Depth to Waler Afler /
Monitorino? il "~~' j Dale: J~'~;)'~SoJ
\ jr~
Reading Date Gross Net Depth to Net
Time Time Water Drop
~'.~ ~ ~ ~ ~/~ ,/~
PERCOLATION RATE '~'C;;> (m~nutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ·'~'~)FTAND -I FT
/
COMMENTS /~
72-008 (Rev. 4/85)
PERFORMED IN
] Aunicipality
Anchorage
PC)U.~H 6-650
ANGHORAGt~ /-',L/ ,:,K/,, 99502-0650
(!~(-/7') 2Ci, l-4111
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
Permit #: 840647
January 31, 1985
TO: Permit Applicant
SUBJECT: Lot 21 Chandelle Acres Subdivision
A permit issued by this Department for an individual well
and/or on-site sewer system has expired as of December 31,
1984.
Permits are issued on a calendar year basis by authority
of Municipal Ordinance. A new permit must be obtained from
this Department for any well and/or on-site sewer system not
installed by the expiration date.
If you have drilled the well, a well log needs to be sent
to this Department for documentation of the installation
and to close the permit.
If a private engineer inspected the installation of the
on-site sewer system, the original as-built inspection report
and the yellow copy must be sent to this office for review
and approval, and for documentation.
If there are any further questions, please call this office
at 264-4720.
Sincerely,
~~~E. $~a~d~t, '~sor
Environmental Engineering Program
KEB/ljw
enc: Copy of Permit
SWP/057
MUN I C I F'AL I TY OF- Ab~C~--~ORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L STREET.~ ANCHORAGE~ AK 99501
264-4720
ON"-'~S I 'l-E SEWEF~ ;~'.: WELL F'ER~'"I I 'T'
F'ERMIT NO:
DATE ISSUED:
840647 HAND WRITTEN
07/31/84
APPLICANT:
ADDRESS:
CONTACT PHONE:
LEGAL DESCRIP:
LOT SIZE:
ALAN KAUFMAN C/O S&S ENGINEERING
SRB 196X
EAGLE RIVER, AK 99577
694-2979
SUBDIVISION: CHANDELLE ACRES
SECTION: 3 TOWNSHIP: 15N
48247 (SQ. FT. OR ACRES)
LOT:~'1
RANGE: 1W
BLOCK: N/A
I certi£y that:
1. I am ~'amiliar with the requirements ~or on--site sewers an~ wells as set
~orth by the Municipality o~ Anchorage (MOA) and the State o£ Alaska.
2. I will install the system in accordance with all MOA codes and regulations,
and in compliance with the design criteria o~ this permit.
3. I will. adhere to all MOA and State o~ Alaska requirements ~o~ the set back
distances £rom any existing well, wastewater disposal system or public
sewerage system on this or any adjacent or nearby lot..
IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING {]ODES,
]'HEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BLtILTS
WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE
ELECTRICAl. WORK MUST BE DONE BY A LICENSED ELECTRICIAN.
SIGNED ~ _ __
APPLICANT: ALAN KAUFMAN C/O S&S ENGI4qEERING
I~SUED BY DATE:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
10
12
14
17
18
19
20
COMMENTS
PERFORMED BY:
[] SOILS LOG
72-008 (6/79)
PERCOLATION
TEST
SLOPE
DATE PERFORMED: '~'~"" ~'"~ '- ~ ~/
SITE PLAN
WAS GROU"D WATER/k/O t
ENCOUNTERED?
O
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
' . --
~ //,,j~ ./o g ,,
PERCOLATION RATE ~ (minutes/inch)
//
MUNICIP,&LI'FY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST-,.
[~PERCOI.A lhON
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
,6
7
8
9
10-
11
12
13
14
15
16
17
18-
lg
2O
o2_--'5
PERFORMED BY:
72-0C8
SLOPE
Reading Date
Gross
Time
Net
Time
Depth to
Water
/.,o/
Net
Drop
_~/~- fa__ __L/
PERCOLATION RATE
'[,EST i~L'l'4 BETWFE~4