HomeMy WebLinkAboutEKLUTNA HEIGHTS BLK 2 LT 6A2Eklutna
H
ight
Block
Lot 6A2:
#05! -06! -72
Permit Number: SW020073
Nome:
MORRIS & ROWENA PICKEL
Addreas:
11539 HERRITAGE Ct. * EAGLE RIVER, AK 99577
Phone: No. of Bedrooms:
(907) 696-0177
LEGAL DESCRIPTION
Block: Lot: Subdivieion:
2 6A2 EKLUTNA HEIGHTS
Township: Range: Section:
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program, 4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904
On-Site Wastewater Disposal System and/or Well Inspection Report
PID Number: 051-061-72
WELL: · New [] Upgrade
Claaelflc~lon (Private, A,B,C): TOf~I Depth:
PRIVATE 161 ~.
Drllla ~ ~ Drilled:
WHEATON WATER WELLS 9/16/02
Page 1 of 3
Wastewater System: · New [] Upgrade
ABSORPTION FIELD
I-I Deep Trench · Shallow Trench 1:3 Bed [] Mound
Se'il
1.2 GPD/Sq* It*
Depth to pipe bosom from QrigSnal grade:
Ft.
4.65 (MAX)
R# a~ed above original grade:
NONE ADDED
1 61 ~ 400 se.
CALKINS EXCAVATING
82 ~
[] Other
Total Dept~ from original grade:
9.0
~;mvel depth beneath pipe:
4.35
~,rovel length:
40
Pipe material:
D 3034/ F-810
~te 9723-24/2002
Yleld:
Pump ~ Ab Caeing H~ght Above Ground:
60 GPM UNKNOWN r~ 2 ~
SEPARATION DISTANCES
Septic Absorption aft Holding Public/Private
Tank Reid Station Tank Sewer Un~
Well 100'+ 100'+ -- -- 25'+
Surface Water 100'+ 100'+ -- -- --
Lot Une 5'+ 10'+ -- -- --
Foundation 5'+ 10'+ - -- --
Curtain Drain · NONE KNOWN
I I
Remarks:
TANK
· Septic [] Holding [] S.T.E.P. [] Other
Manufac~umn ~apecJty in gallons:
GREER 1 O00
Material: Number of comperb~enta:
STEEL 2
LIFT STATION ~
Size In g;llon~: I ~
at: High water alarm at:
"Pump an' level aL: · -
Pump Ma~: Eloc~cal InapecUone performed by:.
BENCH ~ARK
TOP OF FRONT DOOR THRESHOLD
'="~ 3F ~/~.
Inspections peflormed by: AKWWC, INC. Dates: 1st 9/23/2002 ~::_~: ..... ::~/. ~..~
2na /2 /2002
3rd 9/24/2002 ~ '..tYe~e~' ~rness~ ~
Development Se~ices Depa~ment Approval .~,~5 _ _~
Reviewed and approved by: ~~ Date: 1~15 Jo~ ~]~]~
· es~O~ ~
PERMiT NUMBER:
swo2oo AS- BUILT DRAWING P oE.
051-061-72
/
15° UTILITY EASMENT
/
~NEW WP' NEW DRNN~
/ AI.TERN^TE srrEJ
/ ^
? F'CO 30.85
B
13.30
ST1 35.33 22.09
ST2 39.26 27.24-
DBL1 41.61 30.55
DBL2 43.4-0 32.22
C01 57.30 27.15
MT1 57.31 26.25
C02 61.67 57.08
MT2 61.91 58.12
~KA WATER & WASTEWATER
...... ' ..... ~ ....... ~'~ CONSULTANTS, INC.
6901 DEBARR ROAD, SUITE 2B * ANCHORAGE, AK 9950/~ * PHONE (907)5~7-6179 * FAX (907)5~8-~Z~.6
PREPARED FOR: PHONE NUMBER:
MORRIS &: ROWENA PICKEL (907) 696-0177
LEGAL DESCRIPTION:
EKLUTNA HEIGHTS SUBDIVISION; LOT 6A2, BLOCK 2,
TYPE OF WORK:
AS-BUILT OF WELL AND SEPTIC LOCATION
DATE:
10/1/2002
DRAWN BY:
Z.T.G.
SCALE:
1' = 40'
PAGE NUMBER:
20F5
PERMIT NUMBER:
SW020075
A;S-BUILT DRAWING
TOP OF TANK AT--x "~'"
INLET = 93.38 ~.
INVERT OF BUNG j
AT INLET = 92.94-
\/
FINAL GRADE =
97.40 +/-
// ~-~OP OF TANK AT
UTLET -- 93.39
NEW 1000 GALLON
SEPTIC TANK ~._ INVERT OF BUNG AT
OUTLET ---- 92,61
\/
PARCEL ID NUMBER:
051-061-72
FILTER FABRIC~
MT CO r-FINAL GRADE --.
I~ ~ / 95.24-95.75
/
TH~I
~--INVERT OF PIPE
= 92.13
~-- BOTTOM OF
TRENCH ==
87,78
ALASKA WATER & WASTEWATER
~ CONSULTANTS, INC,
590t DEBARR ROAD, SUITE 26 * ANCHORAGE, AK 9950z, * PHONE (907)~7-6179 * FAX (907)558-~Zh6
PREPARED FOR: PHONE NUMBER:
MORRIS &: ROWENA PICKEL (907) 696-0177
LEGAL DESCRIPTION:
EKLUTNA HEIGHTS SUBDIVISION; LOT 6A2, BLOCK 2
TYPE OF WORK:
PROFILE AS-BUILT OF SEPTIC
DATE::
10/1/2002
DRAWN BY:
Z.T.G.
SCALE:
N.T.S.
PAGE NUMBER:
50F$
RELATIVE BOTTOM OF TEST HOLE
~- ELEVATION = 80.78 (DRY)
....
..... : ....
bJ
6Al
REC~)V. 5/8'
REBAR (TYP)
7B
5A
N 89e57'/8°E ~42.45'
89"55'~3,"F 242.4 I' (M)
OASiS 24~.53'
RECOV, $'
BC MON. ~
7C
10/17/02 .AS BUB-T 57-01
4/4./02 PLOT PLAN 54-43A
OAT[ ~--%~-~____ ~o. OK.
.....,
NOTES: Easements not a~pe~dng on record subdivision
plot are not shown unless descdptlon of e~sement is
provided by =llent. It is the responsibility of the manor
or buiJder, pr'mr to construction, to verify proposed
building grade relative to finish grnde and utilities
connecl, lons~ and to determine the existence of any
e~semeats, covenent~, or restrictions which do not
eppecr on the recorded subdivision plot.
Elevations based on assumed datum unless other~se
indico[ed, and bearings ~nd distances are record data.
AWW
LEGAL I~SCRIPTION
LOT EA,?., I~LOCK 2,
EKLUTNA HEIGHTS SUBDIVISION
PLAT NO. ~ SCALE
I
8~,- f65 1"=40
NW 1461
12/03/2002 12:17 0944S88 ..... ~.u~ BROOKE PAGE 02
WHEKTON WATER WELLS, INC.
WgLL LOG
Name: Preferred Custom Homes Of Alaska
Address: P.O. £,ox 875910 -Msc 172
City: Wa:;illa State: AK Zip Code:
99687
i Well Site: Eklutna Heights
Lot: 6A2BIock: 2
Well Depth: la1 fl.
Gal/Min: 60.0o
Static Level: 82 fi.
From: - To: Formation:
0 38 silty gravel, boulders
38 45 sand, gravel
45 70 fine brown silty sand
70 150 fine gray silt
150 161 8ravel, sand, water
Casing: 6" ID
Liner Pipe: none
Screened: none
Perforated: none
Grouted: 8entonite
Other: none
MUNICIPALITY OF ANCHORAGE
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 WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: Apr 23, 2002
Expiration Date: Apr 23, 2003
Permit Number: SW020073
Legal Description: EKLUTNA HEIGHTS BLK 2 LT 6A2
Design Engineer: 0041 AK Water & Wastewater Consultan'
Owner Name: Linda Goodwin cio Brook Stilther/Remax
Owner Address: 2350 S MURPHY STREET Total Bedrooms: 3
PAHRUMP, NV 89048-5225
Parcel ID: 051-061-72
Site Address:
Lot Size: 40028 SQ. FT.
Permit Bedrooms: 3
This permit is for the construction of:
~ Disposal Field {~ Septic Tank [~ Holding Tank ~ Privy
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.
Date:
Date:
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
Parcel I.D,
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
bs-I ¢ l - '72
Permit Number
Property owner(s)
Mailing address (1)
Mailing address (2)
c/o BROOK STILTNER w/ REMAX OF E.R.
16600 CENTERFIELD DRIVE * EAGLE RIVER. AK
Day phone 694-4200
Legal description (Lot, Block & Sub'd.)
Legal description (Section, Township & Range)
Lot Size /-4/O~ O~ ~ Acres/Sq. Ft.
Zip Code 99577
LOT 6A2. BLOCK 2: EKLUTNA HEIGHTS SUBDIVISION
N/A
Number of Bedrooms 3
THIS APPLICATION IS FOR:
Sewer Only [] Well Only []
Sewer and Well [] Water Storage []
Sewer Upgrade []
THIS PROPERTY CONTAINS:
Hot Tub [] Jacuzzi []
Swimming Pool [] Water Softening Unit []
Therapy Pool []
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 CONSULTANTS, INC.
(Signaturc of property owncr or authorized agcnt)
Permit Fees: r~
Date of Payment:
Receipt Number:
Waiver Fees:
Date of Payment:
Receipt Number:
ALASIO WATER & WASTEWATER
April 11, 2002
Municipality of Anchorage
Development Service Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragraw Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Proposed and Well Septic System Design for Lot 6A2, Block 2; Eklutna Heights S/D
To whom it may concern:
The proposed 3 bedroom house is to be served by a private well and a septic system. Two test
holes were excavated in the area of the proposed septic system. The septic system will be
designed around the 30 foot radii of these test holes. We are proposing that a 1250 gallon septic
tank and a five foot wide drainfield be installed. Comments regarding the design are summarized
as follows:
1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that an application rate of 1.2 gallons/day/ft2
should be used.
2. TRENCH DESIGN:
a. Percolation Rate: 2.5 & 3.3 minutes/inch
ge
system.
b. Allowable Application Rate: 1.2 gallons/day/fi2
c. Number of Bedrooms: 3
d. Design Flow: 450 gallons per day
e. Minimum Absorption Area: 375 ft2
f. Total Depth: 10 feet (max.)
g. Effective Depth: 4 feet
h. Width: 5 feet
i. Reduction Factor: 0.50
j. Minimum Length: 40 feet long
k Effective absorption area = 400 ft2
SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
?h: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
4. TOPOGRAPHY: The area for the proposed septic system is a 5 to 10 percent slope running
approximately southwest/south to northeast/north. There is an 8 to 10 feet tall cutbank northeast
of the proposed drainfield. We are proposing that the drainfield be installed 35+ feet from this
cutbank and we request that the required 50 feet setback be waived to 35 feet. The cutbank is
heavily vegetated and the soils are quite porous. Given these facts, it is our opinion that there is
little risk with the granting of this waiver.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
assistance. /[
Sincer*l.~?' i ~
Pl'~id~t~
NOTE: Attached is a site plan drawing, a design drawing, two soils log, and a 7 page
construction specification letter which are all part of the design package for this septic system.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
LOT 4A, BLOCK
EKLUTNA HEIGHTS
LOT 5A, BLOCK 2;
EKLUTNA HEIGHTS
lOO' WELL ~IUS.~& / PROPOSED
EKL~A HEIGHTS S/D /
/
PROPOSED SE~C
~R~ S~~
LOT 7B, BLOCK 2; LOT 7C, ~LOCK 2;
EKLU~ HEIGHTS S/D
S~ BY A COMMUN~ S~D BY A COMMUN~
WA~R ~M ~D A WA~R ~M ~D A
PRNA~ SE~C SY~M PR~ATE SEP~C
LOT 8C, BLOCK 2;
EKLUTNA HEIGHTS S/D
SERVED BY A COMMUNITY
WATER SYSTEM AND A
PRIVATE SEPTIC SYSTEM
LOT 8B, BLOCK 2;
EKLUTNA HEIGHTS S/D
SERVED BY A COMMUNF~r'
WATER SYSTEM AND A
PRIVATE SEPTIC SYSTEM
DATE;
/ oo2
DRAWN
ALASKA WATER & WASTEWATER J.L.M.
'~ CONSULTANTS, INC. ~~~ SCALE:
69Qi DEBARR ROAD, SUITE ~B ' ANCHORAGE, AK 99501, * PHONE (907)5~7-bl79 · FAX (907)338-32&6 1" = 1 oo'
PREPARED FOR PHONE NUMBER: PAGE NUMBER:
BROOKE STILTNER 694-4200 1 OF 2
LEGAL DESCRIPTION:
EKLUTNA HEIGHTS SUBDIVISION; LOT 6A2, BLOCK 2
TYPE OF WORK:
SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM
LOT 105; DAWN
SERVED BY A COMMUNITY
WATER SYSTEM AND A
PRIVATE SEPTIC SYSTEM
LOT 104; DAWN S/D
SERVED BY A COMMUNITY
WATER SYSTEM AND A
PRIVATE SEPTIC SYSTEM
LOT 103; DAWN S/D
SERVED BY A COMMUNITY
WATER SYSTEM AND A
PRiVATE SEPTIC SYSTEM
LOT 102; DAWN S/D
SERVED BY A COMMUNITY
WATER SYSTEM AND A
PRiVATE SEPTIC SYSTEM
LOT 101; DAWN S/D
SERVED BY A COMMUNITY
WATER SYSTEM AND A
PRiVATE SEPTIC SYSTEM
/
/
PROPOSED DENNFIELD, EXCAVATE A TRENCH
THAT IS 10 FEET DEEP BY 5 FEET WIDE BY
40 FEET LONG. ADD 4- FEET OF CLEAN,
WASHEO SEWER DRAINROCK, INSTALL TRENCH
PARALI,.~L TO SLOPE
INSTALL DOUBLE CLEANOU'['~.
ALTERNATE SITE-
· TOP OF CUTBANK
TO 10 FEET TALL)
T
0
0
(_9
ALASKA WATER & WASTEWATER
· ~ CONSULTANTS, lNG,~
6901 DEBARR ROAD. SUITE 28 * ANCHORAGE, A;~ 9950b. * PHONE (907~3,?-~179 * FAX
PREPARED FOR: PHONE NUMBER:
BROOKE STILTNER 694-4200
LEGAL DESCRIPTION:
EKLUTNA HEIGHTS SUBDIVISION; LOT 6A2, BLOCK 2,
'P(PE OF WORK:
4/11/2002
DRAWN BY:
J.L.M.
SCALE:
1" = 40'
PAGE NUMBER:
20F2
DESIGN OF PROPOSED WELL LOCATION AND SEPTIC SYSTEM
AI.A. SKA WATER_ & WASTEWATER
.~l~,~ ~:~ CONSULTANTS, INC.
6901 DEBARR ROAD, SU~ 2B * ANCHORAGF~ AK. 99~ * P~N~ (907)~7-6179
JSOIL LOG - PERCO~TION TESTJ
EKL~ HEIG~ SUBDNISION; LOT 6~, BLOCK 2,
BROOK STILTNER w/ REM~ PROPERTIES DATE: 2/20/2002
LEGAL DESCRIPTION:
PERFORMED FOR:
,__ · :-:.
5-
, :..'.
lO--
11-- '
12--
,
15--" ;''"'
16 · :'5
17--
18--
20
SOILS LOGGED BY:
COP1HENTS:
GM MIXED
w/ FILL
ITEST HOLE #11
SOIL CLASSIFICATIONS
...... ORG
GP ~~L
G~ CL
GC OL
SW HH
SP CH
SM OH
SC
DEPTH TO DATE
GROUNDWATER
DRY 2/20/2002
DRY 3/1/2002
GM TO
GM/SM
DATE READING
2/22/2002 1
2
3
5
6
7
8
9
10
11
12
PERCOLATION RATE
TEST RUN BETWEEN
\
PROPOSED 100'
WELL RADIUS
/
TEST HOLE LOCATIONS
ARE APPROXIMATE.
/
A FOUR HOUR PRESOAK WAS PERFORMED:
JODY MAUS
SITE PLAN
1"=100
CLOCK NET TIME WATER LEVEL NET DROP
TIHE (MINUTES) READING (INCHES)
1:46 - 6" -
1:56 10 1/2" 5 1/2"
1:56 - 6" -
2:06 10 1" 5"
2:06 - 6" -
2:16 10 1 1/2" 4 1/2"
2:16 - 6" -
2:26 10 1 1/2" 4 1/2"
2:26 - 6" -
2:36 10 2" 4"
2:36 - 6" -
2:46 ~10 2" 4"
2.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
7.0 FT. AND 7.5 FT.
[] YES [] NO
PERCOLATION TEST PERFORh~ED BY: CALEB GALL
PERFORMED BY A.W.W.C., INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS )/VAS/PERFORMED
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~j/gr~/~-
IN ACCORDANCE
ALAS Y.A xcVAT E R & WAS T EWAT E R
CONSULTANTS, INC. ~
6901 ~R ~, ~U~ 2B * ~CHO~ ~ 99~ * PHON~ (g07)~-6179 * F~ (907)~2~ * ~S~ a~.~m
ISOIL LOG - PERCOLATION TEST~
LEGAL DESCRIPTION:
PERFORMED FOR:
~EPTH
5- '
,__ ·
EKLUTNA HEIGHTS SUBDIVISION; LOT 6A2, BLOCK 2.
BROOK STILTNER w/ REM.AX PROPERTIES DATE: 2/20/2002
GM MIXED
w/ ORGANICS
ITEST HOLE #2l
SOIL CLASSIFICATIONS
...... ORG
GP ML
GM CL
GC OL
SW MH
SF CH
SM OH
SC
DEPTH TO DATE
GROUNDWATER
%
\
\
. PROPOS£D 100'
WLLL RADIUS ' I
TEST HOLE LOPATIONS
ARE APPROXIMATE.
.~H#2
19--
20
SOILS LOGGED BY:
COMMENTS:
DRY 2/20/2002
DRY 3/1/2002
GM TO
GM/SM
DATE READING
2/22/2002 1
2
4
5
6
7
8
9
10
11
12
PERCOLATION RATE
TEST RUN BETWEEN
SITE PLAN
1"=100
CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
1:45 - 6" -
1:55 10 2" 4"
1:55 - 6" -
2:05 10 2 1/2" 3 1/2"
2:05 - 6"
2:15 10 2 3/4" 3 1/4"
2:15 - 6" -
2:25 10 3" 3"
2:25 - 6" -
2:35 10 3" 3"
2:35 - 6" -
2:45 10
5.~ (MIN./INCH) PERC, HOLE DIA. 6 (INCHES)
7,0 FT. AND 7,5 FT.
[] Yes · NO
A FOUR HOUR PRESOAK WAS PERFORMED:
JODY MAUS
PERCOLATION TEST PERFORMED BY:
CALEB GALL
PERFORMED BY A.W.W.C., INC, I, JEFFREY A. GARNESS, CERTIFY THAT THIS,. WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
AWWC, Inc., Year 2001
ALASIGk WATER & X3/ASTEV ,/ATER
CONSULTANTS. INC.
Standard Construction Specifications for Single Family Wells &
Onsite Wastewater Disposal Systems
I. REFERENCE PROPERTY:
Lot 6A2, Block 2; Eklutna Heights Subdivision. The design is for a three (3) bedroom residence
**********************************************************************************
II. DEFINITIONS:
1. Property owner or homeowner: The legal property owner or his/her appointed representative
(not AWWC, Inc.).
2. Engineer: Alaska Water & Wastewater Consultants, Inc. (AWWC, Inc.)
3. Contractor: The company hired by the property owner to install the septic system. If the property
owner installs the system then he/she would also be the contractor for purposes of this installation.
4. Well Driller: The person or company hired by the property owner to drill the well.
5, DSD &/or MOA: Municipality of Anchorage, Development Services Department, On-Site Water
& Wastewater Program,
HI. RESPONSIBILITIES:
Property Owner Responsibilities:
I. CONTRACTUAL RELATIONSHIP: The property owner shall contract with the contractor to
perform the work outlined in these specifications and plans, in accordance with the attached DSD permit.
There is no contractual relationship between the contractor and the engineer. The engineer shall inspect
the work, as required by DSD, so as to document the installation. Final acceptance of the contractor's work
rests with the owner and the DSD.
2. SINGLE FAMILY RESIDENCE ONLY: This well and/or septic system design is for'a single
family residence only. The homeowner is responsible for notifying the engineer if the residence is used as
a duplex, business, or multi-family dwelling. In such cases, the installation permit must be obtained from
the State of Alaska, Deparm~ent of Environmental Conservation.
3. DISCLAIMER REGARDING AS-BUILT SURVEY: The validity of the design site plan is
limited by the accuracy of the as-built survey provided to the engineer by the property owner or his/her
representative. The property owner shall notify the engineer regarding any known inaccuracies associated
with the as-built survey. The engineer assumes no respons~ility for the accuracy of the survey.
4. UNPLATTED EASEMENTS: The property owner is responsible for notifying the engineer
and the contractor of any unplatted easements, not shown on the as-built survey, which the new well or
septic system may encroach into. Such easements are typically identified in the property title report.
5. DISCLOSURE OF SITE CONDITIONS: The property owner shall notify the engineer and the
contractor of any seasonal groundwater or surface water runoff conditions known to h/m/her which could
potentially effect the operation of the septic system. The proposed septic system must be at least 100 feet
from any streams, ponds, creeks, swamps, bogs, or any other surface water as defined by the DSD. This
disclosure is &particular significance when the site evaluation and design work is being done during the
winter months when surface waters are frozen and there is snow cover.
Page 1 of 7
A WWC, Inc., Year 2001
The property owner shall notify the engineer and the contractor of any known subsurface conditions that
would prohibit or restrict the installation of the septic system. Items of concern would include, but are not
limited to buried piles of construction debris, undocumented septic systems, areas which consist primarily
of fill (imported) soil, subsmface drainage systems, & abandoned wells.
6. DRINKING WATER WELLS: The property owner is responsible for notifying the engineer
if, to his/her knowledge, any of the adjacent properties are used as a duplex, business, or multifamily
dwelling. The new septic tank and leachfield must be at least 100 feet from any private well, 150 feet from
any class "C" well, and 200 feet from any class "A" or "B" well, unless appropriate waivers are obtained.
Furthermore, the property owner shall notify the engineer of any undocumented or abandoned wells,
known to him or her, that are located on the subject or adjacent properties.
7. CURTAIN DRAINS: The new drainfield must be at least 20 feet down gradient and 50 feet
upgradient from any subsurface drains. This includes foundation drains. The property owner should notify
the engineer of any such drains that are not shown on the design drawings for this installation.
8. POST CONSTRUCTION SITE RESTORATION: Unless specifically agreed upon otherwise,
the property owner is responsible for final grading of the areas which settle after construction. Prior to
awarding the contract, the homeowner should communicate to the contractor any expectations regarding,
but not limited to post construction site clean-up, re-landscaping, and restoration of any asphalt, fences,
trees, decks, ect. that are effected by the construction. All mound type drainfields are required by the MOA
to be re-vegetated. The property owner is responsible for this work unless other arrangements are made
with the contractor.
If the property is being sold, the property owner shall ensure that the aforementioned items are addressed[
with the buyer, and, if the work is to be completed after the sale of the property, that necessary funds areI
escrowed to fund the completion of the work. [
9. PROPERTY OWNER INSTALLATION OF SEPTIC SYSTEM: If the property owner intends
to install the septic system he/she must first have obtained approval from the Municipality of Anchorage,
DSD (343-7904). Homeowner installations typically reqnire more time for engineer inspections. The
homeowner should discuss the additional costs associated with such inspections with the engineer prior to
starting the project.
10. ENGINEER CHARGES TO INSPECT THE INSTALLATION: The property owner is
responsible for payment of all the engineer inspection charges. These charges are in addition to the soils
testing and design work that was required to obtain the MOA sewer/well permit. The number of
inspections will vary depending on the actual field conditions encountered and the construction methods
used. If there are any questions by the property owner, or his/her representative, regarding charges for
installation inspections they should be discussed prior to beginning construction. AWWC, Inc. will provide
you with a written copy of the fee schedule.
11. CHANGES IN THE SCOPE OF WORK: See Section V, "Disclaimers" regarding design
changes. See "Contractor Responsibilities", paragraphs 1, 2, & 13. In addition, see "Engineer
Responsibilities", paragraphs 2, 4, & 5.
Contractor Responsibilities:
1. PRE-CONSTRUCTION LAYOUT: The contractor is responsible for locating all buried
utilities, easements, property lines, surface water setbacks, well radii, and water service lines which may be
encroached upon by the proposed septic system. The contractor shall ensure that all setbacks are flagged
by a registered land surveyor, or other appropriate means, prior to construction. AWWC, Inc. field
engineers/inspectors will not be responsible for establishing or confmuing any of the aforementioned
setbacks.
The contractor should recognize that the location of all wells, surface waters, structures, and ottier items
shown on the design drawings are typically derived from as-built surveys, and municipal records. The as-
built surveys and municipal records (prepared by professional engineers & land surveyors) have been
assumed to be accurate for purposes of this design; however, the accuracy has not necessarily been field
verified. Prior to beginning any construction the contractor shall field locate all items which have
protective setbacks and verify that there are no encroachment concerns. Any encroachments, for which
Page 2 of 7
AWWC, Inc., Year 2001
waivers have not been granted, should immediately be brought to the attention of the property owner (or[
their representative) and the engineer.
I
The test hole pipes shall no._~t be removed/abandoned until after the engineer has established their location
relative the new drainfield during the first inspection of the drainfield installation or during the pre-
construction layout. The new drainfield/s must be within a 30 foot radius of the test hole/s used for
establishing the design criteria.
The contractor should establish the elevation of all existing and proposed system components prior to
starting construction so as to insure that the necessary grades can be maintained. This is particularly
significant when the elevation of the existing system components is unknown because clean-outs are not
present, buried, or non-functional (can't measure down them because of obstructions). It is recognized that
conditions can be discovered that will materially change the design and the construction costs.
2. DISCREPANCIES BETWEEN DESIGN DRAWINGS AND SPECIFICATIONS:
Construction shall be in accordance with the approved site plan and design drawings, and any special
provisions noted on the municipal sewer permit. The contractor is responsible for notifying the engineer of
any discrepancies noted on the design plans or drawings, prior to starting work.
3. CHECK GROUNDWATER LEVELS IN TEST HOLE MONITORING TUBES: Prior to
beginning construction, the contractor shall check the liquid level in the test hole monitoring tubes to
ensure that there has been no change in the groundwater levels that would impact the proposed design.
Any rise in the liquid level should be brought to the attention of the engineer so that design changes can be
made if necessary.
4. MAXIMUM DEPTH OF DRAINFIELDS: The maximum depth of the drainfield is shown on
the design drawings or is noted in the narrative portion of the design package. The contractor shall notify
the engineer of any inconsistencies noted in the design package.
For purposes of this installation, the maximum depth of the drainfield will be based upon tak'mg a
measurement at the deepest part of the excavation between the highest ground elevation encountered
(usually on the uphill side of the excavation) and the bottom of the trench or bed excavation. The
contractor shall exercise caution not to remove evidence of the original grade prior to establishment of the
total system depth. In short, don't remove the organic layer until after the original grade elevations are
established by the inspecting engineer.
5. SUITABILITY OF MATERIALS USED FOR CONSTRUCTION. The contractor shall
ensure that al_!l materials being used are in compliance with the most current guidelines established by the
Municipality of Anchorage. This includes, but is not limited to, the following:
a. Drainrock
b. Sand filter material for conventional beds, trenches, or mound systems.
c. Sand filter material and pea gravel for Intermittent Sand Filters (ISF).
d. Anchorage Sand and Gravel (AS&G) "block pea" material for Upflow Filters.
It is recommended that the contractor provide the engineer with current sieve analysis' from the sand/gravel
supplier to document the suitability of the material. The engineer assumes no responsibility for ensuring
that the materials delivered meet the MOA requirements.
6. BURIAL RATING OF TANKS: The contractor shall ensure that the septic tank, lift station, or
holding tank purchased has a burial depth rating suitable for the actual installation.
7. SEPTIC TANK AND STEP TANK SIZES: Prior to purchasing a septic tank or lift station the
contractor shall verify that it is adequately sized for the number of bedrooms shown on the penuit issued by
MOA. The minimum septic tank size is 1000 gallons and the minimum STEP tank size is 1250 gallons.
These size tanks will handle residences with up to 3 bedrooms. For each additional bedroom over three (3)
the septic tank or the STEP tank volume shall be increased by a minimum of 250 gallons. For example, a
four (4) bedroom residence must have a 1250 gallon septic tank or a 1500 gallon STEP tank.
8. INSPECTIONS - ENGINEER NOTIFICATION: The contractor shall notify the engineer at
least 24 hours prior to starting construction. If deemed necessary, a pre-construction site visit shall take
Page 3 of 7
AWWC, Inc., Year 200I
place. The contractor shall coordinate with the engineer any inspections which will be required during
weekends, holidays, or before/after normal working hours (8:00 am to 5:00 PM). The property owner may
incur additional charges for inspections which do not occur during normal business hours. It is the
contractor's responsibility to notify the engineer a least 2 hours prior to any inspection.
9. REGULATORY NON-COMPLIANCE. The contractor shall report to the engineer and the
property owner any observed condition which would put the septic system in violation of State or
Municipal regulations.
10. BACKFILL OLD TEST HOLES: Any remaining test hole excavations shall be filled and
mounded as part of this project. Unless instructed otherwise by the engineer, the old test hole groundwater
monitoring pipes shall be removed.
11. FINAL GRADING FOR DRAINAGE: The contractor is responsible for final grading so as
to ensure that surface runoff does not adversely effect the septic system constructed, adjacent septic
systems, or adjacent structures.
12. SOIL COVER REQUIREMENTS: The contractor shall ensure that the final cover over the
tank and drainfield is either compacted adequately when backfilling, or mounded sufficiently to ensure that
there is adequate soil cover over the tank and drainfield after settlement occurs. If seasonal conditions
prevent this, the property owner (or his representative) shall be notified that additional fill may be required
after settlement occurs. This notification is of extra significance when the property is changing ownership.
13. CHANGES IN CONSTRUCTION COSTS: The contractor is responsible for obtaining
approval from the property owner for any additional construction costs associated with design
modifications or changing field conditions prior to doing the work.
14. WORKING IN RIGHT-OF-WAYS AND TRESPASSING PRIVATE PROPERTY: The
contractor is responsible for coordinating (including payment of encroachment permit fees) all access
through public and private properties with the appropriate authorities and/or property owners. Furthermore,
the contractor shall inform all parties of any potential impacts to adjacent properties prior to beginning any
construction.
15. MAINTENANCE & OPERATIONS MANUALS: The contractor shall provide the
homeowner with the manufacturer's installation/maintenance manuals for all system components installed
under this contract. If not given directly to the property owner, the manuals should be enclosed in a
protective cover (plastic bag) and placed/secured in a prominent location so the property owner can f'md it.
16. INNOVATIVE SEPTIC SYSTEMS. START-UP INSPECTIONS: The contractor shall
notify Anchorage Tank & Welding Company (272-3543) after the installation of an Intermittent Sand Filter
kit or Advantex system (supplied by Anchorage Tank) is installed so that the appropriate start-up inspection
can be scheduled. This notification also activates the quarterly maintenance schedule. Such notification is
usually not required for BioCycle installations since "BioCycle of Alaska" is typically involved with the
installation. The contractor shall contact BioCycle of Alaska (283-9003) regarding any start-up notification
requirements.
· Well Driller Responsibilities:
1. The well driller shall ensure that he has a well permit in possession prior to drilling the well.
2. The well driller shall physically verify that the there are no septic systems, or other potential
sources of contamination, within the protective radius of the proposed well prior to drilling it.
· Engineer Responsibilities:
1. SYSTEM DOCUMENTATION: The engineer is responsible for inspecting the installation of
the septic system and preparing as-bnilt documentation, to the satisfaction of the M.O.A.. Inspections are
performed as necessary to document the construction of the system to the satisfaction of the M.O.A. In all
cases, inspections shall be performed as necessary to establish the following:
* The original grades at the drainfield/s site
* The bottom of all trench/bed excavation
* Top of sand on all sand filters
* Top of drainpipe
* Septic tank, or lift station, or holding tank prior to backfill
* Placement of filter fabric and insulation
Page 4 of 7
* After final grading is completed
AWV~C, Inc., Year 2001
2. LIMITED AUTHORITY: The inspecting engineer has no direct authority over the contractors
activities or construction/safety practices. Should the engineer identify conditions which dictate a design
change, he or she will recommend that work be stopped, and/or the design be modified. If design
modifications are necessary, the engineer shall notify the property owner or his/her representative. The
inspecting engineer does not have the authority to direct the contractor to modify the system design in such
a way that it would be in violation of State or MOA regulations.
3. SEPTIC TANK INTEGRITY: The engineer shall inspect the condition of the existing septic
tank and determining its suitability for re-use. If the engineer determines the septic tank to be structurally
unsound, it must be replaced.
4. COORDINATION OF DESIGN CHANGES WITH THE MOA: If design changes are
necessary, the engineer will coordinate the approval of the changes with the MOA. The contractor does not
have the authority to proceed with any design modifications until verbal or written approval is obtained
from the MOA.
5. COORDINATION OF WAIVERS: If, during construction, it is detenuined that a waiver will
be required in order to install the system as designed, the engineer will apply for the necessary waiver/s to
the appropriate State or MOA regulatory bodies. The engineering services and State/MOA fees associated
with such waivers will be additional charges to the property owner, over and above the installation
inspection fees charged by AWWC, Inc.
SECTION IV. CONSTRUCTION GUIDELINES:
Construction shall be in accordance with the approved site plan and design drawings and any special
provisions noted on the municipal well and/or sewer permit. All materials, components, workmanship, and
construction practices shall comply with the Municipality of Anchorage's latest ordinances regarding wells
and septic systems, as well as DSD policies. The failure of the inspecting engineer to notice a material or
construction non-compliance does not relieve the contractor of his/her responsibility to correct such a
deficiency.
· Septic Tank, Holding Tank, or Lift Station Installation:
1. The burial rating of the tank shall be adequate for the actual burial depth encountered.
2. The tank shall be level and sufficiently bedded to prevent settling or shifting of the tank.
3. All standpipes on the tank shall extend a mininaum of 12 inches above final grade.
4. Tanks installed with less than 4 feet of cover shall be insulated. See "Contractor Responsibilities",
paragraph 12 regarding final soil cover.
5. The sewer service line from the house to the tank shall be sloped a minimum of 1/4"
per foot, unless prior approval is obtained from the engineer.
6. The inlet and outlet lines from the tank shall be bedded in drainrock or the soil shall be adequately
compacted to prevent future settlement of the soil.
7. A foundation clean-out will be installed ( 1-4 feet from the house) if one does not currently exist.
8. Post tank clean-outs shall be installed per MOA requirements. Does not apply to hold'rog tanks or lift
stations with pressurized lines.
9. In high groundwater areas, all tanks shall be anchored to resist buoyancy forces when there is not
adequate soft cover to resist the uplift force. The engineer shall make this detennination.
10. The final soil cover shall be graded so that there is positive dra'mage away from tank.
11. All holding tanks and lift stations shall have an audible and visible alarm inside the residence.
12. All lift stations shall be wired in compliance with all MOA guidelines and the Uniform Electrical
Code. A municipal electrical permit and inspections must be obtained in areas where required by
the Municipality of Anchorage.
13. The contractor shall remove the old tank, or abandon it in compliance with the Uniform Plumbing
Code (UPC), The contractor is solely responsible for the abandonment procedure.
14. ISF AND ADVANTEX INSTALLATIONS: The control panel for the Intermittent Sand Filter and
Advantex systems shall be located outside the residence, for easy access during inspections. A
Page 5 of 7
AI97'VC, Inc., Year 2001
remote alarm must be installed inside the ~esidence as per DSD requirements. Mounting the
panel directly to an exterior wood wall should be avoided because the closing of the relays creates
a "clank'rog" noise that may be offensive to the property owners.
15. ISF iNSTALLATIONS: The air compressor shall be equipped with 0 to 10 psi gauge for the purpose
of monitoring air flow to the sand f~ter. The pressure gauge will be located so that it is easily
monitored by the property owner.
Installation of Conventional Absorption Bed & Trenches:
1. Excavate the proposed bed/trench to the dimensions shown on the design. The bottom of the excavation
shall be within 2 inches of level (2 inch ma>(unum variation between high and low spots). If the sidewalls
or bottom of the excavation become smeared, they must be raked or scarified before placement of the filter
sand or draiarock.
2. The trench or bed should be at least 5 feet from the test hole excavation.
3. All soil tests and excavation depths are advisory to the design and are to be verified in the field by the
engineer. If design changes are necessary, and the changes effect the contractor charges to the property
owner, the contractor shall obtain approval from the property owner prior to proceed'rog with the work.
4. Once the drainrock is installed, the distribution pipe is to be placed level (0.02 feet difference between
high and low shots) with the perforations faced downward. Drainrock is then to be placed over the
distribution pipe, to provide a minimum of 2 inches of cover over the pipe. The drainrock shall not be
pyramided over the drainpipe but shall be the same elevation over the entire trench/bed width.
5. A silt barrier must be installed between the final drainrock layer and the native soil backfill. The silt
barrier shall cover the entire drainxock surface.
6. Monitor tubes shall be installed at the locations shown on the design drawings, and extend a minimum
of 12 inches above final grade. The portion of the monitoring tube extending through the drainrock shall be
perforated from the bottom of the trench/bed to the invert of the distribution pipe.
7. Backfill over the final drainrock layer must not be less than 2 feet. Insulation must be installed when the
backfill depth is less than 3 feet. The insulation shall cover the entire width of the trench/bed, the
contractor shall "shoot" the final grades to ensure cover depth is adequate, prior to notifying the engineer
that the work is complete. The fmal cover over the drainfield must graded so that there is no potential for
water to pond over the trench/drainfield. See "Contractor Responsibilities", paragraph 12 regarding final
soil cover,
8. If an alternator valve was installed with this design the contractor shall provide a functional valve key roi
the property owner.
I
SECTION V: DISCLAIMERS
· UNFORESEEABLE SITE CONDITIONS: The design of this septic system, prepared by AWWC,
Inc., was based upon a limited evaluation of the soil, groundwater, and site conditions. The extent of
the evaluation is consistent with standard engineering practice in the field. Furthermore, this design
was evaluated and approved by the engineers or technicians on staff at the Municipality of Anchorage,
DSD, based upon the information provided to them. Occasionally, during construction, unforeseeable
subsurface conditions (high groundwater, poor soils, buried debris,....) are encountered that make the
proposed installation not feasible. In such cases it is typically necessary to do more soils testing,
groundwater monitoring, and design work. These additional engineering services will be performed on
a fee basis at an hourly rate. AWWC, Inc. will obtain verbal authorization from the property owner
(or his/her representative) prior to proceeding with the work, and will provide a written estimate if
requested. The property owner should discuss with the contractor any changes in the installation cost
associated with the design changes.
· IF THE PROPERTY BEING SOLD AND FUNDS ESCROWED FOR THE UPGRADE, it is
important to bear in mind that the ability to upgrade the septic system on this property is not 100%
certain (for the reasons stated in the previous paragraph). There is always the possibility that
conditions could be encountered that would prevent the installation of anything other than a holding
tank. Although such a situation would be rare, it is important that all parties recognize that such a
Page 6 of 7
AWWC, Inc., Year 2001
scenario is possible.
SEPTIC SYSTEM PERFORMANCE: The design of this septic system is based upon limited soils
testing, groundwater monitoring, and a visual assessment. It is possible that the actual soil conditions
are less favorable then the testing data indicated and that adverse, unforeseeable, changes in the
surface/subsurface water conditions could impact the performance of the system. Numerous other
factors, out of the control AWWC, Inc., may adversely effect the long term performance of the system.
Such factors include, but are not limited to, excessive number of residents in the house, plumbing
leaks, the use of septic system additives, failure to pump septic tank regularly, failure to alternate
drainfields (when this is an option), or/and excessive use of water. Given these variables, it is not
possible to warrantee the performance of a septic system.
By proceeding forward with this installation, the Engineer, Well Driller, Contractor, and Property
Owner agree that they have read these specifications and agree to accept the terms and conditions
outlined in them.
NOTE: Additional charges for inspections will apply.
A final invoice will be issued once all work is complete for
inspections and documentation as required by the M.O.A.
Please refer to the following estimated inspection costs:
1. Conventional septic system with a single trench/bed, no sand filter: $525.00
2. Conventional septic system with a single trench/bed, sand filter: $650.00
3. Conventional septic system, dual trenches, no sand filter: $775.00
4. Conventional septic system, dual trenches, sand filters: $950.00
5. Alternative Technology septic systems: $1000.00
6. Lined Intermittent Sand Filter with secondary drainfield: $1500.00
Page 7 of 7
Municipality of Anchorage
Development Services Department
Building Safety Division
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAIVllLY DWELLING
Parcel I.D. 051-061-72
1. GENERAL INFORMATION
Expiration Date: ~/~'~(-~
Completelegal description EKLUTNA HEIGHTS SUBDIVISION; LOT 6A2, BLOCK 2,
Location (site address or directions) GORSUCH STREET * CHUGIAK, AK 99567
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
MORRIS &: ROWENA PICKEL Day phone 696-0177
11559 HERRITAGE COURT * EAGLE RIVER, AK 99577
Day phone
BROOK STILTNER w/ REMAX Day phone 694-4200
16600 CENTERFIELD DRIVE * EAGLE RIVER, AK 99577
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 5
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well [] Individual On-site
Individual Water Storage [] Individual Holding tank
Community Class Well [] Community On-site
Public Water System [] Public Sewer
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 samples. (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 I~ wells er a public water
system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's
work.
Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $ at, or pdor
to closing for the engineeMng services provided.
STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal a~/xed hereto and as of the validation date shown below, I verify that my
/nvesb'gat/on,.based on procedures outlined in the Health AuthoMty 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 fi/es and from my investigation and inspect/on, the
on-site water supply and/or wastewater disposal system is(are) in compliance w/th all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation,
Name of Firm ALASKA WATER & WASTEWATER CONSULTANTS, INC.
Address 6901 DEBARR ROAD, SUITE 2B * ANCHORAGE, AK 99504-
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, AKWWC, Inc. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily identifiable features. The operational life of all we/Is and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system,
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments, AKWWC, Inc. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party is not authorized, nor will it confer any legal right whatsoever.
Phone 537-6179
DSD SIGNATURE
Approved for .)
Disapproved.
Conditional approval for
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
bedrooms.
bedrooms, with the fllowing
~ WASTEWATER"
~ PROG~M .' --
Manitenance Agreements
Supplemental Engineer's Reo~
Other
Rev.
Original Certificate Date:
','YES:
D.' ;I'IFT'STATION .,' ?:.~ : ,.,-
':Date installed. ::.Si~e:.i~'~gall'0hs: .-..'.:: :: · !-
-Pu~p.on"'level at' · · m. "Pu'mp.~.*:lPv~rat ........ .in.
Datum Cycles.tested -=-- ' '.'
E. SEPAJ~,TION DISTANCES
SEPARATION DISTANCES-FROM' WELL ON 'LOT TO:
Septic tank/lift statibn 5n'l~)t 1 DOt+:
AbS(~fptibh.field 5r~.lbt.... lb0.'.+..; .... ' '
Public sewer main N/A
Se~r./sept~c:sei'vice:.line 25'+
'Manhole/,~bb,,e~s (YIN')
High.water alarm level at
Meets alarm & circuit requirements?
on adjacent.lots ' - 100'+
On..adjaC~nt.16tS -:. : 100'+~,
Public sewer'manh01e/clean0ut .'
HoldirTg tank N/A..
:SEPARA~FI0N' DI:$TANCES"FROM .SEPTIC/HOLDING'TANK .ON:LOT'TO:':: '""
Building.'feundation ' 5',+'..':....' Prbper[y line 5'+
Water. main N/A Water service 'line 1,0"+:: ...
Wells on adjacent lots. 100% '.
..~ N/A
SEPARATIO~,i:DI'sT~N'~i='.FROM.ABSOAJS'~i0N FIELD.ON L°T TO::..'
Property'.line 10~.+ ...... 'Building foundation 't 0~+'
Water service line 10'+ Surface water 100'+
C.udain d~ain NONE,..KNOWN ;. Wells '0ri'adjacent'lots 10.0~:+
COMMEN:TS ....
G. ENGIN EERie. CERTIFICATION
/, cer~f "Y that I have determined through field inspedtions and
conformance wi~ MOA HAA guidelines in effoct on this: date.
Engme:er's Print~d.~me JEFFR~ .A;...'.,CARNESS .
Date"' : ~ ~:, '~/~ ......... '"" ';"'" ''~:':''''''''' :'
' Absorptibn field:: :5'+
Surface water '1 O0'+
Water main .,. N/A
Driveway:~. i~arking/vehiCle: St'eroDe .. ,' 1 O'+
Receipt. Number ........ ": '
CT&E Ref.#
Client Name
Project Name/~
Client Sample ID
Matrix
1028109001
AK Water & Wastewater Consultant~ Inc.
Eldutna Hts L6A2, B2
Outside Faucet
Drinking Water
PWS~ 0
Sample Remarks:
Parameter Result~
Nitratc-N 2.38
Microbiology Laboratory
Total Coliform 2 OB, No Coli
PQL
;907 5615301 ~ 2/ 3
All Dates/Times are Alaska Standard Time
Printed DateYTime 12/02/2002 13:40
Collected Date/Time 11/26/2002 17:10
Received Datefrime 11/27/2002 15:15
Technical Director
Released By ~~
Units Method
Allowable Prep Analysis
Limits Date Date Init
0.200 mg/L EPA 300.0 (<=I0'~ 11/27/02
eol/100mL SMI8 9222B (<=1)
1/27/02
$S
KAP
CT&E Environmental Services Inc.
Laboratory Division ~.~;,~'~l~j~'~J~.~.~'~'~;'~r~r~'.~,~J~JJ~~JJ~J~
200 W. Potter Drive
Drinking Water Analysis RepOrt 'for Total Coliform Bacteria ^n~ho~,o, ^~ ***~ 8-1
Tel: (907) 562-2343
P~EAD INSTRUCTIONS ON REVERSE,SIDE B~FOP~ COLLECTING SAMPLE Fax: (907) 561-5301
MUST BE COMPLETED BY WATER SUPPLIER TO BE COMPLETED BY LABORATORY
[] Send Results rn Send.inPolce
Analysis shows this. Water SAMPLE to be:
Satisihctory
Unsatisfactory
[] Sample over 30 hours old, results may
be unreliable
[] Smnple too long in transit; sample should
not Be over~8~ours old at examination
to indicate reliable results. Please send
new sample via special delivery mail.
Date Recelved
Time Received / ~'( ~--
Analysis Began \-) C~
AIiASIiA WATER & WAb'TEWATE~;~'=~
6901 D~-~ARR RD.. surI~ 2B
SAMPLE DATE:
SAMPLE TYPE:
~g[ Routine
~ Repeat Sample (for routine sample
with lab ref. no. )
[] Special Purpose
SAMPLE LOCATION.
Comments:
Month Day Year
Treated Water
Untreated Water
Time Collected
Collected B~
Analytical Method:~ Membrane Filter
[3 HMO-MUG
* Numhe:( of colonies/100 xnl.
Lab Raf. No. Result* Analyst
Sent to A.O.E.C. Anch Fbks Jun
Date: Time:
Client notified of unsatisfactory resulis:
Phoned Spoke with
BACTERIOLOGICAL WATER ANALYSIS RECORD
HMO-MUG Result: Total Coliform
1Hembrane Filter: Direct Count
Verification: LTB BGB_
Fecal Coliform Confirmation .
Final Membraue Filter Results '
ReportedBy ~.,.~~.~"Date \~-/'~0z Time
E. Coli
Q.J~ ~ Colonies/100 mi
COLIF1RM
Coliform/100 mi
[]
Faxed
ENVIRONMENTAL FACIUTIES IN ALASKA, CAUFORNIA, FLORIDA, ILLINOIS, MARYLANO, MICHIGAN, MISSOURI. NEW JERSEY, OHIO, WEST VIRGINIA
F.. Kt_uc-r A
L.o-F
Z
· C.'oP Y
FI.ssell Oyster
694-2774
E ENGINEERING & DEVEL¢' MEblT CO.
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
Performed for: Name:
Mailing Address:
Legal Description:
SOIL LOG
Tel, No
Earl Ellis
688-2280
Depth (feet)
0
1
2__
3__
4__
5__
6__
7__
8__
9__
10__
11__
12__
13__
14__
15__
16
Soil Characteristics
PLOT PLAN
PERC. TEST
Ground Water Encountered: Yes_
Proposed Installation: Seepage Pit
Comments:
No__~ If yes, what depth
_ Drain Field
Performed by:
Date:
0 & E EN~NEERING & DEVELC~MENT CO.
Russell Oyster
694-2774
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
SOIL LOG
Performed for: Name: ///LI/tl~' /~-.~O,~/S
Mailing Address: /,~
Legal Description: /--.07-' ~ /~ ~- I
Earl Ellis
688~2280
Tel. No __
Depth (feet) Soil Characteristics
0
12
MUNICIPALITY OF ANCHORAGE
DFPT OF i~?'LT~I &
ENVIROl ~M.:h: A..; .,O, ECTION
F OV 1 2 1982
.RECEIVED
PLOT PLAN
PERC. TEST
Ground Water Encountered: Yes
Proposed Installation: Seepage Pit
Comments:
No Y If yes, what depth
Drain Field
Performed by: ,,, ~~,~ ~"_~
Date: