HomeMy WebLinkAboutPTARMIGAN VIEW ESTATES LT 6Ptarmigan View
Estates
Lot 6
015-271-44
Not eligible for Certificate
of Health Authority
Approval because of need
to apply for a waiver.
Municipality ofAYlehorage d
1'.q. MX lfx;ra) Awhom , Ahlsku fMa�IfF6(Gi0 •
� 1•reTelephone (J07) 34.9fCN)1 • 1'ac (fM)7) 37$.KNNi
47M limgaw Slreel z AMlomge, Alaska fM6507 s • <.
Mayor DJark I]egicl, wIMMIml.org
I1 illding Safety DIt9sion
April 21, 2005
Cindy Ellis
Watkins Engineering
P.O. Box 110443
Anchorage, Alaska 99511
Subject: Waivcr Request for Ptarmigan View Estates Lot 8
Waiver Request #WR 050020
Parcel ID # 015-271-44
IIAA 050148
Dear Cindy Ellis:
Your request for a waiver of the required 100 feet horizontal separation from the
absorption field to private well has been approved. The approved separation distance is
90.0 feet. This waiver of 90.0 feet is for the horizontal separation from well on lot 6 to the
absorbtion field on lot 8
This waiver approval applies to the existing absorption field to private well separation
only. Any future upgrade to the on-site wastewater disposal system will require all
separation distances be met or another approval from this department.
If there are any further concerns or questions regarding this waiver, please call our office
at 343-7904.
Sincerely,
Or
Goodall
Civil Engineer
On -Site Water & Wastewater Program
Comnltill ity, Security, Prosperity
Municipality of Anchorage
Development Services Department ••
Building Safety Division
On -Site Water and Wastewater Program `
4700 Bragaw Street 5.1 1 r
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
Waiver Review Worksheet
WR#: 050020 PID#: 015-271-44 HA/Permit# 11AA 050148
Date Received: April 21, 2005
Legal Description: Ptarmigan View Estates Lot 8
Engineer.
Cindy Ellis
Watkins Engineering
P.O. Box 110443
Anchorage, Alaska 99511
Applicant: Charles Zimmerman
Waiver Requested: 90.0 feet horizontal separation from well on lot 8 to the absorbtion field on lot
8
Criteria: Geology Points:
A. Water Table
B. Soil Sorption
C. Permeability fmo ?.*p
D. Water Table Gradient y SSD
E. Horizontal Separation Z.
Total: 20.5 3
........................................................................
Waiver Is Granted: Waiver Is not Granted:
List Conditions or Reasons for above:
Date:�By:
............ Name of Reviewer
.............................................................
Rec#: Amount: $ Date Paid:9
No 77 ; P77A(7 M 116014 V"F'j E$lnt<£s L-oT 6 NfE�5) TO
PA -7 >`oi 74403 WAIVES Dur— TO L -or(" wEtr`
o^/S7rtVe-7ED AFTER LOT 8 iftoaeraA/F/FvO.
State of Alaska:
Separation Distance Waiver Guidelines for S.C.R.O.
(State of Alaska Memorandum to District Office Engineers dated January 3, 1985)
Waiver Request for. Ptarmigan View Estates Lot 8
Parcel I D#: 015-27144
Waiver Request Number. 050020
Waiver Requested: 90.0 feet horizontal separation from well on lot 6 to the absorbtion
field on lot 8
IIAA 050148
Septic Field Data
The absorbtion field on lot 8 was installed before the installtion of the well on lot 6. Because of this the waiver
fee will be applied toward lot 6. The depth of the leach field is approximately to feet. The tank and the
absorbtion field were installed May 27°, 1981. The well on lot 8 also encroaches this septic system on lot 8.
this encroachment has been in existence since 1981 ans has a waiver for this encroachment. The well on lot 8 is
alos down gradient to from the septic system. Lot 8 well was tested on a previous IIAA and had low nitrates.
Well Data
Lot 6 well: Well data in the area show low nitrates and the well on lot 6 showed low nitrates on a previous
IIAA. Cindy Ellis determined that either the sample was bad or the nitrates came from animals on lot 6. Cindy
Ellis determined that the nitrates are not from th septic system on Lot 8
State of Alaska:
Separation Distance Waiver Guidelines for S.C.R.O.
(State of Alaska Memorandum to District Office Engineers dated January 5,1985)
Waiver Request for. Ptarmigan View Estates Lot 8 _
Parcel ID#: 015-27144
Waiver Request Number. 050020 �—
q
Waiver Requested: 90.0 feet horizontal separation from well on lot 6 to the absorbtion
field on lot 8
11AA 050148
Water Table
Depth of well: 203
Depth of septic system: 10
193
Distance from the bottomPoint
Point Value
Clean Gravel
of the system to the highest
Value
1
water table in feet
1.5
Sand w/ Small Amt of Clay
0
0
8
1
17
2
24
3
30
4
40
5
85
6
100
7
290
8
1000
9
10
' Straight line Interpolation Is permitted between any two values
Soil Sorbtion
Soil Type I
Point Value
Clean Gravel
0
Fractured Rock
1
Course Clean Sand
1.5
Sand w/ Small Amt of Clay
2.5
Silt
3.5
Clay and Sand Equal
4.5
Clay
6
Points no
7.49
Points
3.94
(193,1 +(193,1.5 + r 93 6 +C 12 1 34.5
+ l 93)3.5 +I 193) 0 + f 193) + C193)
0 + 0.4 + 2.8 + 0.3
0.4 + 0 + 0 + 0
'Use the predominant soil type but values can be averaged for a mixture
Permeability
0.3
Separation
-20%
0.7
slopes toward well
-10%
1.2
25
-5%
Points
1
0%
2.9 }
flat
5%
2.00
5
Soil T e
Point Value
f 7
.9 + 55 .4
+( 90 3
+r 12 3
Clay(will channel)
0
l 193)
193,
F1-9 3)
L. 193,
Silt and Sandy Clay
2
Clayey
+ 22 1
2 +( 1
+ 1
+ 1
Fine Sand
15
( 93 J
193,
193,
f 10
Sandy Gravel
1
Fractured Rock
0.9
0.03
+ 0.11
+ 1.40
+ 0.19
Course Sand (30 grit)
0.4
0.23
+ 0.04
+ 0.00
+ 0.00
Clean Gravel
0
'Use the predominant soil type but values can be averaged for a mixture
Gradient Points p„
4.5 4.50
% Slope I Points Value
-30%
0.3
Separation
-20%
0.7
slopes toward well
-10%
1.2
25
-5%
2
1
0%
2.9 }
flat
5%
4.5
5
10%
6
slopes away from well
60%
7
'If the gradient is unknown, assume the worst case
Horizontal Points
90 2.6
Horizontal
Point
Separation
Value
in Feet
0
0
25
0.7
50
1
75
2
100
3
150
5
200
6
300
7
•Linear interpolation between two point value is acceptable. Horizontally means
straight line distance to the well not the contaminate travel distance to water table
which may be greater.
Conclusion: Grant Waiver Total Points: 20.530;
IR
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tli y
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Watkins Engineering, Inc.
P.0 Box 110443, Anchorage, AK 99511
(907)349-1851 fax 349-1934
April 22, 2005
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
Attention: Joe Goodall
RE: Ptarmigan View Estates, Lot 8
Waiver Request— Nitrates Information
Dear Joe,
I requested a waiver for the distance from the subject lot's septic drainfield to the well on
Ptarmigan View Estates Lot 6, to a distance of 90 ft. In conjunction with that waiver request, I
sampled the water from Lot 6 and had it ana!yzed for bacteria and nitrates. The analysis
yielded 1 colony oother bacteria' and 7.65 mg/l nitrates on April 6, 2005. Although the nitrates
are less than the allowable limit of 10 mgn, the level is higher than other wells in the area.
Therefore, you asked for further information regarding a potential source of the nitrates.
I surveyed the area on April 21, 2005, and found that the distance between the septic tank
cleanout on Lot 6 and the center of the well on Lot 6 is 75.67 ft, when measured with a total
station. This could potentially be the source of the nitrates in the well.
do not believe that the source of the nitrates in the well are from the drainfield on Lot 8, due to
the fact that the drainfield is 13 ft downhill from the well, and the well is 203 ft deep with
impermeable layers between the aquifer and the surface.
The house on Lot 8 has been sold, and an application has been made for a Health Authority
Approval. The well on Lot 6 was drilled after the septic system was installed on Lot 8, and I do
not believe that the sale of the property should be delayed due to the encroachment.
If you need further information, please call me
Yours truly,
G MI'el va`�y
Cindy Vt. Ellis, P.E.
President
Watkins Engineering, Inc.
P.0 Box 110443, Anchorage, AK 99511
(907)349-1851 cwellis@gcl.net
April 18, 2005
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
RE: Ptarmigan View Estates, Lot 8
Waiver Request for Absorption System to Lot 6 Well
To Whom It May Concern:
We respectfully request a waiver for the distance from the soil absorption system on the
subject lot to the private well on the adjacent Ptarmigan View Estates, Lot 6, to 90 ft.
The soil absorption system for Lot 8 was installed and approved on May 27, 1981. The
well for Lot 6 was drilled and completed on September 19, 1981. Therefore, the owner
of Lot 8 is not responsible for the waiver fee.
I believe that the reduced distance from the well to the soil absorption system will not
lead to contamination of the well or the aquifer for the following reasons:
1) Satisfactory water analysis from the subject well,
2) Well depth of 203 ft provides substantial vertical separation,
3) Soil strata between the aquifer and the surface provide an adequate barrier,
and
4) Difference in elevation, with the well 13 ft or more higher than the ground
level at the trench. _
The water analysis on the Lot 6 well from a sample on 4/7/05 reported 7.65 mg/l nitrate,
0 coliform, and 1 colony/100 ml other bacteria. The lab report is attached.
The Lot 6 well log is attached, showing clay and silt from 72 ft to 196 ft which provides a
barrier to vertical migration of septic effluent. The well has a total depth of 203 ft. When
drilled, the static water level was 68 ft in the bottom of the well, or 135 ft from the top of
the casing. The current static water level on Lot 8 is 120 ft.
Watkins Engineering, Inc., April f8, 2005
Ptarmigan Yew Est Lot 8 Waiver Request, page 2 of 2
The topography of the area prevents migration of fluids from the soil absorption system
toward the well. Relative elevations are shown on the attached site plan. There is a
difference of 13 ft or more between ground level at Lot 6 well and Lot 8 soil absorption
system.
Based upon these facts, I believe that the potential for contamination of the subject well
and the aquifer is minimal. Therefore, I request that the required distance from the well
to the soil absorption system be waived to the existing 90 ft.
Thank you for consideration of this request. If you need any further information, please
call me at 349-1851.
Sincerely,
�4
Cindy W?nis,P.E.
President
04-11-05 03:11Pi1 FPOLKTdE ESI, SCS ENV SERVICES
—Sill
lam' V
SCS ReLd
1051735001
ClicatName
Watkins Engineering
project Name/N
Ptarrnkmn View Fat Lot 8
Ccent Sample 10
Plannlgan View Est Lot 8
Matris
Drinking Water
Sampte Remarks:
9075615301 T-407 P.02/04 F-322
All Date✓limes are Alatka Standard Time
printed Datc/Fime
04/08/2005 14:07
Collected DatelPime
04/114/2005 14:45
Received Datc/I'imt
04/04.2005 17:06
Technical Director
Stephen C. Ede
Allowable Prep Analysis
Prumncwr Results PQL Units M thud Container ID Limits Date Date Init
Watera Department
Nitrate -N 0.1000 0.100 mg/L. EPA300.O 0 04A)4/05 CAM
Microbiolocry 3aboratory
Twat Coliform U
col/IO(hnL SM2092220 A (<-1) 04/04A)S TI.F
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4-15-05: e:24AM:
SGS/0T6E ENVIRONMENTAL'SERVICES,
Drinking Water Analysis Report for Total Coliform Bacteria
READ INSTRUCTIONS ON REVERSE SIDE BEFORE COLLECTING SAMPLE
MUST BE COMPLETED BY WATER SUPPLIER
❑ PUBLIC WATER SYSTEM IDI
)4PRNATE WATER SYSTEM
g Send Resulla IR Se d ln,4 W
l—S M.«
f vts nc.
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[,'. E11i5
v� 3411- 1551.1934
D 90 110443
`"/kne-hora e
�K
4s11
SAMPLE COLLECTION:
❑ Sand Rawdls
:307 5615301
0 1/ 1
200 W. POTTER DRIVE
ANCHORAGE. ALASKA 99518
Tel: 907-562-2343
Fa1c 907-561-5301
V D Rsf No.
1051795—I&
OSand I ndow
SAMPLE TYPE:
/dRoudm -❑ TremadWRbr
❑ Repeat Sample E3 Untreated Water
(refer to lab no. t
❑ Special Purpose
Transported v .
to Lab By: XSame as collector Other. ,
BE COMPLETED BY LABORATORY
Sample Renetvina*, .
Date: 0SarVW~30bounOK ❑ RUSH SAMPLE
Trne• rs9YL ReMxla nlay be laaa{aeb
Temp: ❑ 4a N011rwaNer Phone 0: .
DeVvery Method: G j Fax 0:
Received BY. -30�r
Co ts:
..........................................................................................................................................
Bacteriological WaW.Ansaysts Rocord:
S"bADEC:
MAMO•MUG IPW RESULTS:
AMC FBK JUN
IDaternaw-
A"Iysls Beean: c%/7/� �yi�
Tonal Cobmr.
Amly&L
E. Cont
Said b caent
Analytical M othod:
MEMBRANE MTER RESULTS:
Phoned ❑ Faxed ❑
O'vea Count. Cobn1aW00mi.
DaWnnw:
Membrane Fitter
v.nnouoresoaii
an:
MMO•MUG (PIA)
� LTR,
{
)Satisfactory
ory
.-.a... ( Ec:
❑ Unsatisfactory
ported By:
DatelTime: y_// -•.S— /1;..
&awe
1Wsesinas011ANK_GrowDautPubgeoocUMENT%FORMSIapproredlCoq Form 121703ids Form 0 FW- 0053 12/17/03
4 -1e -O5: 2:+erN:
_SGS
Nitrate analysis for sample collected at:
Ptamvgan View Estates Lot 6
:907 SBI?301 0 2/ 2
Collected on 4/06/05 and received at SGS on 4/07/05 and assigned sample number 1051795-001.
The nitrate result is 7.65 rng/L, below the regulatory limit of 10 mg/L, A written report of this result will
be mailed later this week.
If you lave any questions, feel free to contact to at 907-562-2343.
Sincerely,
-� 11141oS
ryan J. Aroold
Project Manager
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL
PROTECTION
I ENVIRONMENTAL ENGINEERING
DIVISION
\\ / 825 L Street - Anchorage, Alaska 99501
Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR
WELL INSPECTION
REPORT
NAME
PHONE EW
❑UPGRADE
MAILING ADDRES
-3 -
�C S
LEGAL DESCRIPTION
LOCATION
NO. OF BEDROOMS
(UAA_{�,p
v
U Y
DISTANCE TO:
Well
Absorption area
—
Dwelling
l
PERMIT NO.
`Qy 7 �_
F Z
Manufacturer ,,- ,}�
Material
No, of compartments
a Q
w�
(.�(i(iC-6
y
Liu. cap c i�ons IF HOMEMADE:
idInso-Eength
Width
Liquid depth
DISTANCE TO: Well Dwelling
PERMIT NO.
JAZ
z Q
2 F
Manufacture
real
capacity in g
DISTANCE TO:
Well l
Foundatjon r
'%�
Nearest lot Ijne l o
PERMIT NO. /
LU =
—1
-{�
�—
J LL Z
Z w
No. of li es Length of each1ine
Total length of lines
��
Tre h
h 'nches
Distance betty en fines
A/ .
F-
- - - o
_
Material beneath tile
Total effective r i soarea
FTop
of tile to finish grade
pinches
Length Width
Depth
PERMIT NO.
U.1
C7
Q H
—
Type of crib n diameter
Crib depth
Total effective absor
area
CL LU
Buil oundation
_
fine
wWell
y
DIS ANCE TO:
J
j Depth
Driller
Distance to Igt Ii�eU
4!
PERMIT NO. Q
J
l
w
Building foundi n
DISTANCE TO: �j
Sewer line
�-
Septic tank
Absorption area(s)
OTHER
k
PIPE MAT!�51LS
,—
',
SOIL TEST RATING
INSTALLER
REMARKS
c
1
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b
APPROVED DATE LEGAL
72-013 (Rev. 3/78) IV /� —Ir
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DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION /-
825 'L STREET ANCHORAGE, HK 99" �
' ' � `
264-4720 >�
��l L f-1 54 E, CA r4 I -1F F�-- E:-:- t .4 IF:- F-.". ���ir-1 I -T-
k«oxmx^c�
PERMIT NO. ( 810472 ) (_ n"
APPLICANT GLENN E. PHILLPS 1317 W. NORTHERN LIGHTS BLYD' 276 -22 -1 -4 -
LOCATION CHRIS CIRCLE
LEGAL LOT 6 PTHRMHGHIN VIEW ESTATES LOT SIZE 21249 SQUARE
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH y
MHXIMUM NUMBER OF BEDROOMS = ] SOIL RATING (SQ FT/BR)= 105
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
F.7�������= �A �K rJ���= :2 C-4 ���fA %�K� ��F"��= E—::,
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD.
THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET)
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET)
F" E-�:: F T I �" r-4 I-_ �1 = EE= IL CA C7_1 13 F:! L_ t— CA��
PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE
INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE.
_T_ b I Cl :2 > T V4cwFF-*EF_C7_lF I 1--ft4fil: FAFREE: I F..*E�E--
BHCKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN H WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR H PRIVATE WELL OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL
MINIMUM DISTANCE FROM H PRIVATE WELL TO H PRIVATE SEWER LINE IS 25 FEET AND
TO H COMMUNITY SEWER LINE IS 75 FEET.
WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS
OF THE WELL COMPLETION.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
F--EFF-_'lr-1 1. -T" 1 f--:�FE"m �*-: E; 1 1 L
I CERTIFY THAT
1: I HM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
]: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN 3 BEDROOMS.
SIGNED
APPLIC- PHILLPS
'
ISSUED BY 3009'_ ___DHTE ______ Y4.0
• x SOILS LOG
j MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION
TEST
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG — PERCOLATION TEST
PERFOIiMFD FOR: G •QHU\ f ! ' t ` t '6 S
LFGAL DESCRIPTION:
2
3 � stamp —is_ 5
�L $ctv�•r..
J , 1
G '
7
g 1 ZS Sti"/QUUv.,�
9 ,
10 '4
11 ,A
A%
DATE PERFORMED:_
�LtAaylr V
SLOPE SITE PLAN
WAS GROUND WATER S
ENCOUNTERED? N b L
O
P
12 _
IF YES, AT WHAT E
13 , DEPTH?
14
Date
�Alf U.,
15
Depth to
Water
Net
Drop
1G
A ,4�r0,r,��ve:
i
49J—H
18 _I
I
13
••.••• • • •..... ••e
Raiph•B. Jokela
•
0 s, •.• NO. 1993-E �
a44FOP........•��P,F:.
20
COMMENTS
�• r
c
56
CHRIS
O
CIRCLE �� 21, 801 Iv
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
i
I®
I
ROFESSIO
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN FT AND FT
P[RFORMED BY: A�\.,P (-4 �`(� `� �y�� CERTIFIED BY; .� DATE: 7- /
0
S�►w� � � � o J k o T
+P,#," a.,,d ref lace, w %44,
OX 4,z iocca.R►1
ow -Ne-^.-.
C7-'
s
3
0
S�►w� � � � o J k o T
+P,#," a.,,d ref lace, w %44,
OX 4,z iocca.R►1
ow -Ne-^.-.
Time
,.a,,
APPLI NT FILLS OUT UPPER HA ONLY
F'toperty Owner
Phone/
O
-2 1 y
�� ql
�S�J
7Y ' &S-/(/
Mailing Address
Zip Cod6
Date
Buyer
Inspector
—
Address
Zip Code
Inspector
Lending Institution
Phone
Address
// C�
K� (o y� 5� Zip Code /950 /
Realty Co. 3 Agent
Phone
Address
Zip Code
Legal Description
Street Location
P 16y40,) U
Type of Residence
Single Family
❑ Multiple Family
No. of Bedrooms
❑ Other
Water Supply
( ) CON ITIONAL APPROVAL'
dividual
DATE 1�2BY:
ATTACH WELL LOG. A well log is required for all wells drilled since June 1975.
Community
For wells drilled prior to that date, give well depth (attach log
if available).
❑ Public Utility
21
Sewer Disposal
�C
Soils Rating
,,dividual
Year Individual Installed: / 0
❑ Public Utility
When Connected to Public Utility:
❑ Holding Tank
Well to Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
Time
,.a,,
Time
Time
Time
O
Date
Date
Date
Inspector
Inspector
Inspect
Inspector
/
Field Notes:
( ) APPROVED BEDROOMS
'CONDITIONS OF APPROVAL
( ) DISAPPROVED
( ) CON ITIONAL APPROVAL'
DATE 1�2BY:
21
Soils Rating
Date Sewer Installed
Well To Absorption Area
Well Log
Received Q
1 �
—
Well to Tank
Septic Tank Size % fjC1
72-023 (3182)