HomeMy WebLinkAboutOUR MOUNTAIN BLK 1 LT 2Our Mountain
Block 1
Lot 2
#051-111-41
Municipality of Anchorage
Development Services Department
_ Building Safety Division
On -Site Water and Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage. AK 99519-6650 Page of
www.d.androrage.ak.us (907)343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number SW060162 PID Number. 051-11141
N.ne
John and Sharon Arzie
Wastewater System: ❑ New ® Upgrade
Adaeu
20517 Mark Circle Chugiak, AK 99567
ABSORPTION FIELD
w� 668-6035 NM or eeao.m
3
O iT..P Tnrxn m Sn"b. Tr.xm Deed D Mand Dom.:
LEGAL DESCRIPTION
�r�°
T""Dwm ewr,arg 1p•de
1.2 DFD,FI•
12 FI.
Sart
1 t"2 Our Mountain
iJeFelo Fp. U.d.m rr.n eria.ul cede.
W.wl dawn U.rrn M.
To n w Rage S•rnae.
B FI.
Fr.ddeG.evN "pial pede.
4 FL
Ca town:
0-1 Fl.
50 F1.
Well: [I New [3 Upgrade
Drn"�dm
" 7(11 + D•Irc w ..n Mr.
clu.r m (Fmo.. A a. Cr T" D.MCued v
Existing
5 Ft.
T"" wsorp l raa
2 >10 Fl
Pp Y.Iwuf.
F F,
, j O Ft'
ASTM D3034 PVC
Q••r.
D.e pYled,
Sleet Wray L•w
w""W
Doe M.eeq.
Ft
Red Dog Excavating
622-232006
Yrq.
Fl^V EA M'.
c""' MwuwmwGl•i/"'.
DPM
FI.
Ft
TANK
SEPARATION DISTANCES
❑ Septic ❑ Holding ❑ S.T.E.P. ❑ Other;
To
Septic
Absorption
I
Lift
Holding
lubioriprivitte
•d'••r
n.
From
Tank
Field
Station
Tank
Sewer line
Existing
G•t
W,,11W,,11>100'
>100'
>700'
WA
>25'161r
Nvlv"Cangren.u.
S�W"
>100'
>100'
>100'
WA
LIFT STATION
tet'"'
>5'
>10'
>S
WA
Existing c"
.oue
fOinO"i0n
>5'
>70'
>5
WA
'Rvoon•M.r".
7'vrq arrMw r.
nqn.". "rmr
in
w
m
C~ D—
None
Noted
Puep Mae 6 Mod"
Eleosrai wepemone p.r.med eF
Renwee
Existing Tank was Uncovered. Inspected and Verified Sound
BENCH MARK
for Continued Use. Existing Absorption Bed Abandoned in
Lora.on r" Deeope.l.
Front Porch Deck Northwest Comer at Entrance.
Place. Test Hole Deepened l0 18' to Verify Lack of Bedrock.
eem.
100.00 FL
Inspections performed by: A. Harala Dates: 1" 61=6
♦� Q �%%t
tit
2nd
2"d 6/23/06
1.
Development Services
•S�_�Op
Department Approval
y,�P••'"�
49 je
Conditional Approval Date:
^.....f
••••:
••••
.. .......� ..................
>*: AUUTAEL E. ANDERSON
• 4381
Reviewed by: ��/• p
ej44 ......
and approved e: — -
tw. owe)
A ES �� as
pr • S1�
,�1lwsww1
Municipality of Anchorage Page 2 of 3
DEVEOPMENT SERVICES DEPARTMENT
4700 South Bragaw Street Anchorage. AK. 99519-6655 - 343-7904
Permit Number. SW060162 PID No. 051-111-41
1
LOT
V� OL /%/� S7638.
�� . N763g•O6 2662.25• R
j p0 / . �SET SPIKE
•.� • > •� ALONG LOT UNE (TYP)
try JSi y`T "''� •` GRAVEL DRIVE'•'
/ Th7sa <,
Bedroom
Home
3 b
Cq
/ 0 F,,.d_.RETANING WALL 0 ,
iE
M2 3 W
• M� F �1l00�• V h
M1 ._
P iV
WCGO FURNACE to 2
LOT 2 TRACT 2
LOT 15 49,257 sq.fL
S8916'29'W 261.52•(R)
N89'14'43"E 261.04'(M)
<' �^ LOT 1
M2 51.9 78.7
OUR MOUNTAIN SUBDIVISION
e"• OF "'•�• LOT 2, BLOCK 1
..�•�p(E..........•
t•�r
¢•' 49th
`'"` ---µ• PLAN AS -BUILT
0,C;"
, C;" NEL E MlOERSDI f �
44 •.•,/o,L � SCALE V = 50'
4�h��ssia'�:••�
Municipality of Anchorage Page 3 of 3
DEVEOPMENT SERVICES DEPARTMENT
4700 South Bragaw Street Anchorage. AK. 99519-6655 - 3437904
On -Site Wastewater Disposal System or Well Inspection Report
Permit Number. SWO60162
PID No. 051-11141
N
91.80
4
............. ...............nu .
PROFILE AS -BUILT '•,,0.
� ._4381
"°;'
._ �...
No Scale
.75
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOT 2, BLOCK I, OUR MOUNTAIN SUBDIVISION
PERFORMED FOR: JOHN ARZIE
DATE: 6/22/06 PROJECT No.:
PARCEL ID#: TECIIMCIAN: A. HARALA
DEPTII TEST HOLE # 2
Irmo
OB/OG
2 ``;' •`tl
3
4 ;: :v�•
5
6
7
8
9
10-
I
0 I 1 •'
12-
13-
14-
is -
16 -.-
17-
4
2 1314 1516 -17a .• . ,
18
19
GM
TY SAND WITH GRAVEL I ,n
m
N
SOME ORGANICS AND FILL MATERIAL I i
WAS GROUND WATER ENCOUNTERED? No
IF YES n WHAT DEPDr
DEMI OF WATER AFTER MONR'ORING:
DATE OF MONITORING:
WELL GRADED SAND WITH GRAVEL
SW/GW
m
SFE SITE PLAN
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
D PTER O
(INCHES)
NET DROP
(INCHES)
6/22
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
9:14
1.25"
2
9:24
10
DRY
6.25-
3
9:25
1.5'
4
9:35
10
DRY
6.00'
5
9:36
1.384
6
9:46
F
DRY
6.12'
PERCOLATION RATELL.6 (MIN/INCI I) FERC. I TOLE DIA. 8 (INCITES)
TEST RUN BETWEEN, 9_0 FT. and 10.0 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST HOLE COMPLETED TO VERIFY ADSORPTION RATE AND
LACK OF BEDROCK.
TEST PERFORMED BY VETECII ENGINEERING TECHNICAL SERVICE. 1, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 10/28/2007
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
MEMORANDUM
DATE: October 28, 2007
TO: Reviewer
FROM: Mike Anderson, P.E.
SUBJECT: Lot 2, Block 1, Our Mountain Subdivision
Septic System As -Built
Soils encountered during the construction of the absorption trenches for Lot 1, Block 2,
Our Mountain Subdivision were inconsistent to a depth of nearly 8' and included fill
material and some organics. Soils from 8' to the bottom of the trench were consistently
well graded gravel and sand with good percolation rates. The trench was therefore
constructed at the 8' to 12' level rather than at the 4' level as shown in the original
design.
The test hole was deepened to 8' to verify the absence of bedrock. A percolation test
was also run at the 9' level and verified the design parameters for the absorption
trenches. A copy of the revised test hole and percolation test is attached.
lbe
MUNIClPALITYOFANCHORAGE � !'y 1 V
1
Development Services Department ! l l
On -Site Water d Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343.7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Jun 16, 2006
Expiration Date: Jun 16, 2007
Permit Number: SW060162 Parcel ID: 051-111-41
Legal Description: OUR MOUNTAIN BLK 1 LT 2
Design Engineer: 0014 ANDERSON ENGINEERING Site Address: 020517 MARK CIR
Owner Name: JOHN & SHARON ARZIE Lot Size: 49257 SQ. FT.
Owner Address: 20517 MARK CIRCLE Total Bedrooms: 3 Permit Bedrooms: 3
CHUGIAK , AK 99567-6256
This permit Is for the construction of:
Q 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.
Received By. _l +iC t��' Date: C 1 rP
Issued Byl Date:
Municipality of Anchorage
Development Services Department
Building Safety Division
_ On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
www.muni.org/onsite
(907) 343-7904
ON-SITE SEWERIWELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 051-11141
Property owners) John and Sharon Arzie Day phone 688-6035
Mailing address 20517 Mark Circle Chugiak, AK Zip Code 99567
Site address 20517 Mark Circle Chugiak, AK Zip Code 99567
Legal description (Sub'd., Block & Lot) Lot 2, Block 1, Our Mountain Subdivision
Legal description (Township, Range & Section)
Lot Size 49.257 Sq. Ft.
THIS APPLICATION IS FOR (® all that apply):
Absorption Field
El
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
f-1
Number of Bedrooms Three (3)
THIS APPLICATION IS AN:
ZD
Initial
❑
Upgrade
El
Renewal
❑
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.
(Signature of property owner or authorized agent)
Date of Payment:
Receipt Number. b 139 Receipt Number.
(Rev. 11/05)
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 FAX
June 7, 2006
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject: Lot 2, Block 1, Our Mountain Subdivision
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer:
The existing absorption system on the subject lot has failed and must be upgraded.
We are therefore requesting a permit be issued for the upgrade of the septic system to
accommodate the three-bedroom home on the lot. The owner of the property has
requested the new absorption system be designed for a four-bedroom home. The
attached Site Plan and backup documentation identify the location and configuration of
the existing STEP tank and proposed and existing absorption systems. Also identified
on the plans are the locations of the existing well and wells in the area. No conflicts
exist between the proposed septic system and the wells on adjacent lots. Drainage
arrows are shown indicating the current drainage patterns. The drainage patterns will
be maintained after construction.
The test hole placed on the lot at the location of the new absorption trenches indicated
silty gravel and sand (GW/SW). The percolation rate was determined to be less than 1
minute per inch. Water was allowed to flow freely into the test hole from a hose for a
period of 15 minutes. No standing water accumulated in the hole. The test hole was
monitored for groundwater for a period of six weeks including the period from May 15 to
May 30. No groundwater was ever noted in the hole. We are proposing to inspect the
existing 1,250 -gallon STEP tank and verify it is acceptable for continued use. Work will
also include the construction of 2 — 25' long by 5' wide absorption trenches with 4' of
gravel beneath the distribution pipe. The distribution pipe in the trench will be placed at
4' below the surface with the total depth at 8'. A ball valve will be placed in line to the
existing absorption bed to allow access in the future.
The ground surface on the lot slopes toward the northwest at a grade of 3%. The grade
Lot 2, Block 1, Our Mountain Subdivision
June 7, 2006
Page Two
increases to nearly 20% closer to the property line. The new trenches will be
constructed in an area, which is nearly flat and parallel with the slope as much as
possible in conformance with Municipal requirements. The new septic system will be
constructed a minimum of 100' from the existing well and any surface water in the area.
If the system is constructed in accordance with our design the following statements
apply:
The system, if constructed as designed, will have no adverse impact on the wells
in the area or those to be constructed in the future.
2. The system, if constructed as designed, will have no adverse impact on existing
septic systems in the area or those to be constructed in the future.
3. The system, if constructed as designed, will have no adverse impact on reserve
space, either surface or subsurface, on any lots located in the area.
4. The system, if constructed as designed, will have no adverse impact on drainage
patterns in the area. The current drainage pattern will be maintained.
Sincerely, n
wh-�� x.-" C� e—az' �
Michael E. Anderson, P.E.
Attachments
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LOT 2, BLOCK 1, OUR MOUNTAIN SUBDIVISION
DESIGN FACTORS: SYSTEM REQUIREMENTS:
Three Bedroom Home 5' Wide Trench System
Pero. Rate: LT 1 Min./Inch Existing 1,250 Gallon STEP Tank
Application Rate: 1.2 GPD/SF 4' Drainfield Rock
3 Bedrooms' 150 GPD/Bedroom = 450 SF Absorption Area
450 SF/1.2 GPD/SF/5 SF (Width) = 37.5 LF Trench Length
THEREFORE: Oversize Trench to Meet Requirements for Four Bedroom Home.
Construct a 50' Long x 5' Wide x 4' Effective Depth Absorption Trench. Flow Line
Elevation in Trench to be 4' Below Original Ground Surface. Total Depth to be 8'
Below Existing Ground. Provide 3' Cover Over Absorption Trench and 4' Cover Over
Septic Tank.
Natural
Backfill
3'6" 1 1 1 Geotextile Fabric
6" o
1" Perforated
PVC (Holes Down)
4'0" 3/16" Holes @ 2' Spacing
Drainfield Rock
5'
TYPICAL 5' WIDE TRENCH SECTION....
(NO SCALE) �•�pCE........ q(
NOTE: Grade Area Over Trench to Drain Away. i
Minimum 6' Separation From Bedrock. '...»' .. 49w„„. .
Minimum 4' Separation From Groundwater. 00..
Minimum 100' Separation From Private Wells in the Area. �'s MKw�E�E /J OER50N
Minimum 100' Separation From Surface Water or Streams: *# %, No. CE4V1 .
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOT 2, BLOCK I, OUR MOUNTAIN S/D
PERFORMED FOR: JOHN ARZI
DATE: 3/31/2006 PROJECT No.: M0607
PARCELID#: 051 III 41 TECHNICIAN: T. L. KIMBROUGH
DEPTII TEST HOLE # 1
(tap
1
READING
OB/OG
SLOPE
D(INCHES) EPTH OF
WATER
SITE PAN
3/31/06
TEST HOLE PRESOAKED PRIOR TO TESTING:
o \
\'o-
a ;
2
3
4
5
5
6
SILTY SANDY GRAVEL
GM/SM
GRAY SILTY SAND
SM
2
3
8
LOOSE. DAMP
WELL GRADED SANDY GRAVEL
COBBLES TO 10'
9
GW -SW
WAS GROUND WATER ENCOUNTERED' N0
101
IF YES ji) M [AT DEPnr
DEPTH OF WATER AFTER MONITORING: NME
11 DATE OF MONITORING: 5'15'06
12
13
14
15
16
17
18
19
m
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
D(INCHES) EPTH OF
WATER
NET DROP
(INCHES
3/31/06
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
2
3
4
5
6
PERCOLATION RATE; (MIN/INCH) PERC. HOLE DIA (INCHES)
TEST RUN BETWEEN: 5 FT. and 6 FT.
COMMENTS: RAN WATER INTO HOLE AT % 3 GPM FOR 15 MINUTES. COULD NOT GET WATER TO STAND
TEST PERFORMED BY TECHNICIAN OF ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 6/6/2006
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION AND MATERIAL SPECIFICATIONS
SUBJECT: LOT 2, BLOCK 1, OUR MOUNTAIN SUBDIVISION
GENERAL:
The scope of this project includes the excavation and inspection of the
existing 1,250 gallon STEP Tank on the property and the verification
that it is acceptable for continued use. If it is found acceptable a ball
valve shall be place at the location shown on the site plan and flow to
the existing absorption bed discontinued. Work also includes the
construction of 2 new 25' long by 5' wide by 4' effective depth
absorption trenches also shown on the Site Plan. A 1.25" PVC line
must be placed between the STEP tank and the new absorption
trenches. The distribution pipe for the trenches will be placed at 4'
below the ground surface. The total depth of the trenches will be 8'.
All components of the new absorption trenches, septic tank and lift
station must be constructed a minimum of 100' from wells in the area
and 100' from any surface water. The existing absorption bed will
remain in tact for future use if necessary. A minimum of 3' of cover
must be placed atop the trench. A minimum of 4' of cover is required
over the Lift Station.
2. Construction shall be in accordance with the approved site plan,
design drawings, Municipal Permit with any special provisions or
conditions, and all applicable State and Municipal Wastewater
Disposal Regulations.
3. The Contractor shall be responsible for obtaining all underground utility
locates and for the layout of the septic system and verification of the
location of all lot lines. Contractor is also responsible to verify the
separation distance from the well on this and adjacent lots.
4. Unless specifically agreed otherwise, the contractor shall be
responsible for final grading areas subsequently depressed from soil
settling. Property owner shall be responsible for revegetation of
affected areas unless specifically agreed otherwise.
5. Contractors installing wastewater disposal systems must be certified
by the Development Services Department On -Site Water and
Wastewater Program for system installations. Owners installing their
own systems must receive prior approval from the Development
Services Department On -Site Water and Wastewater Program before
beginning system installation.
SEPTIC TANKILIFT STATION INSTALLATION
Lot 2, Block 1, Our Mountain
June 7, 2006
Page 2 of 4
1. The 1,250 -gallon combination septic tank and lift station must be
inspected and verified acceptable for continued use. If it is found to be
defective a new 1,500 -gallon STEP tank must be obtained from a
Municipally approved septic tank manufacturer.
2. The septic tank shall be sufficiently bedded to prevent settling or
shifting of the tank.
3. All standpipes on the septic tank shall extend a minimum of 12 inches
above final grade.
4. Tanks installed without 4' of cover shall have a minimum of 2" of direct
burial insulation.
5. A foundation cleanout shall be installed one to four feet from the
building foundation. Two cleanouts are required between the tank and
the drain field.
6. Final grading over the tank shall be such that a positive slope exists
away from the septic tank.
DRAIN FIELD CONSTRUCTION:
1. The drain field shall be constructed to the dimensions shown on the
design. The bottom of the bed shall be within 2" of level.
2. Distribution piping must be placed level with perforations down atop a
level bed of drain field rock. Rock should then be placed over the pipe
to provide a minimum of 2" of cover.
3. A silt barrier or geotextile fabric must be placed between the drain field
rock and the natural soil backfill.
4. Monitor tubes must be 4" in diameter and installed at the locations
shown on the design. The portion below ground must be perforated.
5. Contractor shall verify the septic tank and drain field are a minimum
100' away from any private water wells in the area, 150' from a Class
"C" Well or 200' from any community well.
6. Direct bury insulation must be placed over the distribution system if
less than 3' of backfill depth is available. Finish grade over the trench
must be mounded to prevent settlement or depressions.
7. Grade area surrounding the absorption trenches to drain away.
8. A minimum 2' of accepting soil is required below the drain field rock for
a 5' wide trench. Contractor shall verify this condition prior to
Lot 2, Block 1, Our Mountain
June 7, 2006
Page 3 of 4
placement of the rock. All pockets of unacceptable materials must be
removed and replaced.
MATERIAL SPECIFICATIONS:
The lift station must be constructed by a municipally approved septic
tank manufacturer. An Orenco 20 OSI 05 HHF-5 pump is
recommended.
2. The following pipe materials are approved for use in septic system
installations in the Municipality of Anchorage:
Cast Iron (perforated and solid), ASTM D3034 or P.V.C. (perforated
and solid), ASTM F810 or H.D.P.E. (perforated, but not solid) and
ASTM D2662 or A.B.S. (perforated and solid).
3. Insulation shall be at least 2" thick extruded direct burial polystyrene
(Dow Chemical Co. Styrofoam HI or equal).
4. Septic tank inlets and outlets shall be fitted with watertight couplings
(Caulder, Fernco, or equal).
5. A permeable geotextile fabric (Typar, Mirafi or equal) must be installed
between the final drain rock layer and the native soil layer.
6. All drain rock shall be .5' to 2.5" in diameter with less than 3% passing
the #200 sieve.
FILTER SAND SPECIFICATION:
1. Material for Filter Sand must be classified as a masonry sand and
meet the following gradation:
50% or More Passing the No. 4 Sieve
2% or Less Passing the No. 100 Sieve
1% or Less Passing the No. 200 Sieve
INSPECTIONS:
Municipal Ordinance requires a minimum of two inspections. These
inspections must be conducted under the supervision of a professional
engineer registered in the State of Alaska. The first inspection must be
conducted after the excavation of trenches, beds or pits and before the
Lot 2, Block 1, Our Mountain
June 7, 2006
Page 4 of 4
installation of any gravel. A septic tank may be set in place, but may not
be backfilled.
The second inspection must be conducted after the placement of the
geotextile fabric, gravel, distribution piping, standpipes, cleanouts and
insulation. No backfill should be in place at the time of inspection.
Contractor shall provide a copy of all field survey layout and construction
notes for use in preparing the certified as -built of the completed system.
1a -01n (Re, 9/911 Mon 75
Municipality of Anchorage Page _Z of ;Z—
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 9 Anchorage, Alaska 99519-6650 0 Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: 55 yj 9015
% PID Number: Of�
Name:
Wastewater System: XNew ❑ Upgrade
Address
-1
.
7
ABSORPTION FIELD
ens let
w
Phone:
No. of Bedrooms:
❑ Deep Trench ❑Shallow Trench XBed ❑Mound L1 Other
LEGAL DESCRIPTION
Soil Rating: QQ
D
Total Depth from original grade r
, C,7 GPD/Sq. Ft.
r
Lot: Block: /
Subdi tsion:
Depth to pipe bottom from original grade:
Gravel depth beneath pipe
0.6
Zew
2.3 Ft.
Ft.
Township:
Range:
Section:
Fill added above original grade:
Gravel length: ��
Ft.
Fl.
WELL: ❑New
❑Upgrade
Gravel width: /
T
Numbe r of lines:
3
Distance between lines:
/ FL
Ft.
Classification (Private, A,B,C):
Total
Cased To:
Total absorption area:
Pipe material:
'A
FL
Ft.
D SC. FL
d
Driller:
Date Drilled:
Static Water Level:
Ft.
Installer:
owNEr?.
Date installed: H7
7 �o
Yield:
Pump Set at:
Casing Height Above Ground:
TANK
GPM
Ft.
Ft.
SEPARATION DISTANCES
❑septic E) Holding ILfS.T.E.P.
To
Septic
Absorption
Lin
Bolding
Public/Private
Manufactu ec
Capacity in gallons:
From
Tank
Field
Station
Tank
Sewer Lines
y)
Well,
/0,9 r-}
/DO d'
�—
_"
�'
Material:
S- ��
Number of Compartments:
LIFT STATION
WateSurface r
/oo+
goo
—
—
—
i0
r
E
Size in gallons:
Manufacturer:
1 Dr
Line
/Q
—
—
—
/25�)
CSU
Foundation/U
/D
_
—
"Pump on" level at: rr
YZ/
"Pump off' level at: �
High water alar at: �v
Op
Curtain
Drain
t
5Q f
f
`Jo
s
Pump Make d Model
'DC7 S !
Electric I Inspections pt//eerformed y
C6d
Remarks:
BENCOAAk
Location; and Description Z �
.47
Assumed Elevation: Ft
ENGINEER'S SEAL
A
Inspections performed by:
.Dates: 1st
// qq
Department of Health
and Human Services apprb7�a17
.4 F8
c9�o
Reviewed and approved by
e Date: 2�'
0gZ?tIf. (.�1
O@ lO as�� lOW
/' \
4q AOFIEW
1a -01n (Re, 9/911 Mon 75
ilG 62 o 10
AS -BUILT SYSTEM DETAILS/SITE P[ AN P tSW970156
re
er
OUR MOUNTAIN S/D, BLOCK 1, LOT 2 PID#051 111 41
j
T ® WELL
/-
/
WELL
Q ° a
O F
TG
A -C=38.7 H # 7-2
B -C=19.35
A -D=43.2
B -D=25.65
A -E=40.75
B -E=55.15 D
A -E=6'8 =0.00
B -E=70.05
w
o
1
0
J Asl)TNK
0 GAL
N.F P.
L❑T 3
PR❑PESED RESERVE AREA
a
M.T.E y
BM TH #97-1
PRIMARY SYSTE
C F
M. T.
12 GAL. S,T,E.P. TANK
L❑ 2
SCALE: I" = 50'
LIMITER TUBE FINISHED GRADE/ORIGINAL GRADE @
103.00
FILTER rnea¢\ INSULAT104
SEWER RUCK
381
Imp
�OF A4Z�
4 9'I'H * +�
KENNETH M 115 -
CE -7116 wa PREPARED FOR:
1 ��? 311j'7 lyG~RUB SCHRECKHISE
O' P.O. BOX 772062
pRorassta'0' AV EAGLE RIVER, AK 99577
SCALE: NTS
ELT0.00
MONITOR TUBE
VARIES
I_.
as
1
0.c
--_L
89.24 POH
KNO ENGINEERING
20441 PTARMIGAN BLVD
EAGLE RIVER, AK, 99577
(907)696-6111/Fax (907)696-8111
DATI__8/30/97DRA'diNG iI
M -
.Al F: AS NHTFn 97036 -SI
Aug -07-97 01:10P Rob Schreckhise 907-688-8896 P.01
9&mten4 (aO,V" cogQe� Tan�.
491 Willow Street • Wasilla, Alaska 99654
Phone# (907) 373-3893 • Fax# 373-3894
sod- X<Y;2
}Vlav
OT �� SulooQ'iJ Pcsi�cV� OkAcet�, 19.
t{a5 )o<.tvt t{oc'-- q i:s C-. cv�y eG� �" t�V i r_ i
Mplg- Copy'
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:SW970156
DESIGN ENGINEER:KND ENGINEERING
OWNER NAME:SCHRECKHISE ROY R JR & LESLIE
OWNER ADDRESS:P.O. BOX 772062
EAGLE RIVER, ALASKA 99577-2062
PARCEL ID:05111141
LEGAL DESCRIPTION:
OUR MOUNTAIN BLK 1 LT 2
LOT SIZE: 49262 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
lc)`c( )o
PAGE 1 OF
�t
DATE ISSUED: 6/27/97
EXPIRATION DATE: 6/27/98
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80).
3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT)
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:
RECEIVED B
ISSUED BY:
DATE:
DATE: 1"- �-�?
rK
ND ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
II II
(907)696-6111/FAX (907)696-8111
June 4, 1997
Municipality of Anchorage
Dept. of Health & Human Services
On -Site Services Section
P. O. Box 196650
Anchorage, Alaska 99519-6650
Subject: New sewer permit - Our Mountain S/D, Block 1, Lot 2
Gentlemen:
On May 8, 1997, we excavated two new testholes for the subject property. The results
of these tests and water monitoring are attached.
We propose to install a shallow pressurized bed 15' wide. Although water was
monitored in both testholes we have placed the bed in excess of 4 feet above the
monitored water. Some seasonal surface ponding was observed during the testhole
excavation however it had disappeared by late May. Additional fill will be placed
over the system to provide a minimum of 3' of cover when complete.
There are no public or private wells within 200' of our proposed system location
except as noted. There is neither surface water within 100' nor any curtain drain
within 50', We do not expect that there will be any adverse effect on adjacent lots by
the development of this system.
If you have any questions, please contact me at 696-6111/FAX 696-8111.
Respectfully submitted,
1KT1TD Engineering
Kenneth M. Duffus,
MUNICIPALITY OF ANCHORAGE
ENVIRONMENTAL SERVICES DIVISION
JUN 05 1997
RE EIVED
attachments: On -Site Well and Sewer Application
Wastewater Absorption System Details/Site Plan
Soils Log/Percolation Test
WASTEWATER
LOT 12
LOT 13
DISPOSAL SYSTEM DETAILS/SITE PLAN
OUR MOUNTAIN S/D, BLOCK 1, LUT 2
4P'j
NO PUBLIC WELLS WITHIN 200' OF
PROPOSED SYSTEM.
NO PRIVATE WELLS WITHIN 200' OF
PROPOSED SYSTEM EXCEPT AS NOTED,
NO SEPTIC SYSTEMS WITHIN 200' OF
PROPOSED WELL EXCEPT AS NOTED.
LOT 15
SYSTEM DETAILS
1 1/4' PVC FROM TANK TO FIELD
1 1/4' PVC FOR MANIFOLD
1 1/4' PV
/*1
(_ ® WELL
�® WELL
LOT 3
PROPOSED PRIMARY SYST'It-
�MT PROPOSED RESE VE AREA
n m r////O TH q97-1
0 TH 0 7-2 1250 GAL. S.LE.P. TANK
L 2
VACANT
LET 1
MT
1�
1 1/4' PVC ----//'
VC MT
3/16' HOLES P 6.8' SPACING
1 1/4'
TRACT 2
SCALE: V= 20'
1250 STEP TANK
PRESSURIZED DISTRIBUTI❑N SYSTEM HOLE SPACING DESIGN
1. RESIDUAL HEAD = 5'
P. HOLE SIZE = 3/16' - 1.00 GAL, PER HOLE P 30 PSI
3. 30 GALS (PUMP DELIVERY)/1.00 GALS./HOLE - 30 HOLES
4. 97.5 LF LATERAL/30 HOLES = 3.25' SPACING PER HOLE
5. ALL HOLES SHALL HAVE CAPS INSTALLED PER MANUFACTURES SPECS.
6. HOLES AT END OF LATERAL SHALL BE CONST. W/O CAPS AND PLACED DOWN.
7. CONTRACTOR SHALL USE 1 1/4' PVC FROM TANK TO FIELD AND IN LATERALS,
8. CONTRACTUR SHALL USE 1 1/4' PVC FUR MANIFOLD.
DESIGN DETAILS
3 BDRM X 150 GPD - 450 GPD
450 GPD/0,8 GPU PER SQ. FT. = 562.5 SO. PT
®�� 562.2'/15' (0.5' GRAVEL) - 37.5 F F. BED
A 71 p� \, Total depth of system is 3' below original grade.
( OFj' "k Total 0.5
'.NOTE: depth of gravel below pipe is 0.'.
+ O 1C1USES
ES1250 STEP SEPTIC TANK. INSULATE TANK IF <4' COVER.
2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM.
911 / 3. CONTRACTOR WILL ENSURE MAXIMU14 2% SLOPE INTO SEPTIC TANK.
4. ADDITIONAL FILL WILL BE ADDED UV[R SYSTEM TO ACHIEVE
MIN. 3' COVER.
DRAINAGE FIELD TO BE A MINIMUM OF 50' FROM SLOPES IN
KENN M. llU EXCESS OF 257..
CL -ills wa PREPARED FOR: KND ENGINEERING
�rsT $w� 20441 PTARMIGAN BLVD
�/ ti ROB SCIIRECKHISE
/�j P.O. BOX 772062 EAGLE RIVER, AK, 99577
lk f'ROpESSIONP, 'dr- EAGLE RIVER, AK 99577 (907)696-6111/Fax (907)696-8111
®� ®� DATE 6/4/97 DRAWING H
SCALE I' = 100' 1 97036 -SI
Municipality of Anchorage
DEPARTMENT OF HEALTH 8, HUMAN SERVICES
T 825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR 7rec kt 5e_ -
DATE PERFORMED
LEGAL DESCRIPTION- L0a1_ 0Un jn It. 1 /4 Township, Range, Section. 79 V
r---� SLOPE SITE PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
C N
W e�
Some S/t/� �Cr/SCS
vkG M
BOH
WAS GROUND WATER //,
ENCOUNTERED? 1t/ V
IF YES, AT WHAT
DEPTH?
S
L
0
P
E
Depth to Water Aller //T r
Monitoring? Dale: s—L5--J7
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
—
�Z
/o
-
L7
/0 hi
2'
20 - VVarCvt� gg 7 /r
PERCOLATION RATE J' / Irvin UIUSimch) PERC HOLE DIAMETER
TEST RUN BETWEEN + --FI AND FT
COMMENTS ��—.–_--------- – ----
PERFORMED BY JflVp�r C�— I 11C/1h r)J"4- CERTIFY THAT THIS TEST WAS PERFORMED IN
IX,
t tENGIN�ER,PALIj;r
�a
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
T 825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG —PERCOLATION TEST 4,%/�,,<�,
PERFORMED FOR �����(�-!`- /1'1 SP/ _______ DATE PERFORMED
LEGAL DESCRIPTION- �/,iY//IOLGYIT(,!%YJ �!/1 /4I/ ZTownship, Range, Section: 7-9 'Z !!!
DEPTH SLOPE SITE PLAN
.�f
(��
2
3 �2Y ��YUGIC' S
4 Cobbles
5
71 1 GAl) -I)Ilt,
9
10 C✓G
11
12
13-
14
15
16
17
to
19
-
20
COMMENTS
WAS GROUND WATER
ENCOUNTERED? r7
S
IF YES, AT WHAT , /y� L
DEPTH? A1! /d- O
P
E
Depth to Water 1
1
er�/�/q4 r
Monitoring? QQ Dale: ✓
Reading
Date Gross
Time
Net
Time
Depth to
Water
Net
Drop
F
C
J �(O
3
z
,
y „
vz/
'W116„
2 hlirj
la
947
—
z„
—5
2 M
y
Q rr
PERCOLATION RATE �/L IminutesnnCh) PERC HOLE DIAMETER /
TEST RUN BETWEEN ( FT AND � FT
PERFORMED BY. 11 �///'%/%,/�J !Y Ci I 1�PAlld& DGs 66-5 CERTIFY THAT THIS TEST WAS PERFORMED IN
I u F . " r I p. 0 1
Jul -29-97 08:55A Rob Schreckhisa 907-688-8896 P.O:L
ci I
f
,-j
0-il( ot-,O
'KS
ud
RECEIVED
JUL 29 1997
Niumcipality of Anchorage
rept. Health & Human Services
z
iPl
zn
S0 •d
Municipality of Anchorage
DOW. Health & Human Services
0
m
x rn
m
Pm
V)
>
n
0
.LtIV8922 DHIIIING swui-l-lim Aor
... I ... I ................................ I ................... ... I I ... 1. ... I .......................... .....................
CHUGIAK (907) 8883199 WASILLA (907) 378-3199
POST OFFICE BOX 874747•WASILL`A,, %ASKA99887
Customers Name Roy R 5chreckhise (Lot -Block Lot 2B_loc 1c 1
$address p,0, Box 772062 _ ,Subdivison Our Mn1411tain Subd
Uty,Zip Nagle River Alaska 99577 i City, BoroughWporarc Cj:e2jt
Dat Municipality Of Anchorage
e�ylj�v-14-4 � i
,Depth of Well
0
?Type of Pump
/Pump Setting 39Q ft.
)Water Head in Feet 68_ft,
?Draw down Head in Feet 389 ft.
iRate Flow Per Minute 1/3 of a allon 1u
,Rate of Flow Per Hour 21.8 ,
iFirst Hour 193 gal ons
,2nd
Hour
188 Qallons
r3rd
Hour
189 gallons
14th
Hour
172 gallons
15th
Hour
22.5
16th Hour 21,8
Well has 3 G,P,M, Flow Restrictor under pitless
,Tes
,pat
WE SERVE ALL ALASKA
Z0Id Lbb891-£ `_7NI-1"IINQ swoil-IIM hIyr
MUNICIPALITY OF ANCHORAGE
° DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services tt
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska. 99519-6650
343-4744
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
Parcel I.D. # 05/ /// — y1 '' HAA # 1AQS1 L -LL
1. GENERAL INFORMATION
Complete legal description /�/�'iG�l�GZvyt- &�z Ld7 2
Location (site address or directions) A &1ar1<1
Property owner ���5�� �c`iiec��is Day phone ZaZ�6
Mailing address FO fox '7202 �aa�e idc� %957'7
Lending agency
Mailing address.
Agent
Address
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS: 3 N
3. TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
Day phone
Day phone
NOTE: If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
Individual on-site -�
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025(Rev.1/91) Front MOA#21
5.
9P
M
STATEMENT OF INSPECTION BY ENGINEER.
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I furtherverify 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.
Name of Firm KND Engineering Phone %
ZU441 aP�rmigan EWd.
Address Eagle River, AK 99577.8736
Engineer's signature
DHHS SIGNATURE
Approved for C bedrooms.
Disapproved.
Conditional approval for
Additional Comments
4UTIC
bedrooms, with the following stipulations:
Date
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesyto purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS 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.
72-M (RW. 1/91) Back MOA #21
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVIC ��
Environmental Services Division SEP 5 1997 (C&I
825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) 343-4744
Municipality of Anchorage
Health Authority Approval ChecklisVept. Health & Human services
Legal Description: _1�4,ur-Bliy / 20/'� Parcel I.D.: 051-111—VI
A. WELL DATA
Well type //10 If A, B, or C, attach ADEC letter. ADEC water system number
Log present (Y/N) _ Date completed 9176 DI? 12_
Total depth Cased to
Sanitary seal (Y/N)
FROM WELL LOG
Date of test %- /`7- 97
r
Static water level loo
80. 5' '
Well production 6.33+ g.p.m.
WATER SAMPLE RESULTS:
r
Casing height (above ground) 027 `/
Wires properly protected (Y/N)
AT INSPECTION
Coliform r� Nitrate M D h Other bacteria
Date of sample: 7 Collected by: KNID Et7qlneerr�d
o
B. SEPTIC/HOLDING TANK DATA
Date installed ___Z -_3Q- 11— Tank size /250 Number of Compartments 2• Cleanouts`(Y/N) Y _
Foundation cleanout (Y/N) Depression (Y/N) /t _ High water alarm (Y/N) Y
Date of Pumping ' A Pumper
C. ABSORPTION FIELD DATA
Date installed 7- 30 —f7 Soil rating (g.p.d./ft2 or ft2/bdrm) J• _ System type Bea/
Length 38 Width /5 Gravel thickness below pipe
/ �• —Total depth Z 9
Effective absorption area :57070 Monitoring Tube present (Y/N) 7 Depression over field (Y/N) 4_
Date of adequacy test _ N/�da Results (Pass/Fail) ,/ For _ _Zbedroo
Fluid depth in absorption field brie test (in.); IUrnfediately after_ gal. water addfid" (in.):
Fluid depth (iris) Minutes later:
Peroxide
72-026 (Rev. 3/96)*
12 months) (Y/N)
Absorption rate =
If yes, give
D. LIFT STATION
Date installed -7- 30 - J7 Size in gallons 112:5-0
Manhole/Access (Y/N) "Pump on" level at*//�i`i //"Pump off" level at*
High water alarm level at/* *Datum So77-0m eq 7r to 4
Cycles tested Yes
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot '4- On adjacent lots /UD
Absorption field on lot /UD On adjacent lots /DD 4
Public sewer main /OD f Public sewer manhole/cleanout /DD
Sewer/septic service line BUD fi Lift station /DD
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Foundation Property line Absorption field /D
Water main/service line 2 5 Surface water/drainage /DD Wells on adjacent lots /DD
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
I t
Property line /D f Building foundation ID -I-
Surface
F
Surface water ADD I�
i
Curtain drain 50 4
F. ENGINEER'S CERTIFICATION
i
Water main/service line z$
i4-
Driveway, parking/vehicle storage area �
i�
_Wells on adjacent lots
I certify that I have determined thru field inspections and review of Municipal
in conformance with MOA HAA guidelines in effect on this date.
Signa
Engin
Date
HAA Fee $ C)1). O
Date of Payment
Receipt Number n
72-026 (Rev. 3/96)*
Waiver Fee $
Date of Payment
Receipt Number
rQ(S/►►3f&1701A& ,e systems are
1 OFESSI0 ,®�
KND Engineering
20441 Ptarmigan Blvd.
NORTHERN TESTING LABOFwrORIES, INC.
3330 INDUSTRIAL AVENUE FAIRBANKS. ALASKA 99701 (907) 466-31 16 a FAX 456-3125
8005 SCHOON SREET ANCHORAGE ALASKA 99518 (907)349-1000 a FAX 349-1016
DRINKING WATER ANALYSIS REPORT FOR TOTAL COLIFORM BACTERIA
Eagle River AK 99577-3736
Date Received
Date Analyzed
Date Reported
Next Sample Due:
8/7/97
Time Received:
16:45
8/8/97
Time Analyzed:
15:00
8/12/97
Time Reported:
09:23
Sherri L. Trask Environmental Analyst 8112/97
Northern Testing Laboratories, Inc Anchorage, AK
Comments
Phone Number:
S =
Satisfactory
Fax Number:
U =
Unsatisfactory
POS =
Positive Test Result
Collected by: SO/K
ND =
None Detected
Sample Type Untreated
Routine
TNTC = Too Numerous To Count >200 Colonies
( )
CG =
Confluent Growth
Method of Analysis:
Membrane Filtration (SM 9222
HSM =
Heavy Sediment Maskinq, Results May Not Be Reliable
B)
SA =
Sample Age >30 Hours But <48 Hours, Results May
Not Be Reliable
Old
= Sample Age >48 Hours, Too Old For Analysis
Comments:
R
= Resample Required
NT
= No Test
* # Colonies/100 ml ** # Colonies/ml
Sample Sample
Total* Fecal Other*
HPC**
Date Time
Coliform Coliform Bacteria
Result
Lab# Location Comments
8/7/97 12:55
0 ND 0
NT
AC5664 L2 61, Our Mountain satisfactory
Sherri L. Trask Environmental Analyst 8112/97
Northern Testing Laboratories, Inc Anchorage, AK
NORTHERN STING LABOrixrORIES, INCA
3330 INDUSI RIAL AVENUE FAIRBANKS, ALASKA 99701 (907) 456-3116 ^ FAX 456-3125
8005 SCHOON STREET ANCHORAGE. ALASKA 99518 (907) 349-1000 ^ FAX 349-1016
KND Engineering
20441 Ptarmigan Blvd.
Eagle River, AK 99577
Attn: Ken or Dee
Our Lab #: A151164
Location/Project:
Your Sample ID: Lot 2 Block 1 Our Mtn.
Sample Matrix: Water
Comments:
Lab
Number Method Parameter
---•-----------------------------------------
A151164 SM 4500E Nitrate -N
R drted y: Daniel J. Bacon
Operations Manager
Report Date: 08/13/97
Date Arrived: 08/07/97
Date Sampled: 08/07/97
Time Sampled: 1255
Collected By: K./SO
** Definitions **
B = Present in Blank
H = Above Regulatory Max
E = Estimated Value
M = Matrix Interference
D = Lost to Dilution
MDL = Method Detection Limit
Date Date
Units Result * MDL Prepared Analyzed
----------------------------------------------
mg/L <MDL 0.10 08/12/97
