HomeMy WebLinkAboutBIRCH HILLS ESTATES #1 BLK 1 LT 5Birch Hills
Estates #1
Block i
Lot 5
#050-081-06
Inspectlon hfB 10 Y_y-1-1 L.doc
Municipality of Anchorage
On -Site Water and Wastewater Program - (907) 343-7904 Page 1 of 2
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP121142 PID Number: 050-081-06
Dwelling: N Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New 0 Upgrade
Name:
Mark & Christine Kelliher
ABSORPTION FIELD
❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound
❑ Other
Address
12112 Lugene Lane
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
3
GPD/SF
Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original gradeGravel
FL
depth beneath pipe
Ft.
Subdivision Block Lot
Birch Hills Estates #1 1 5
Fill added above original grade
Ft.
Gravel length
Ft.
Township Range Section
Gravel width
Ft.
Beds: Number of Lines
Distance between lines
I Ft.
SEPARATION DISTANCES
To
From
Septic
Tank
Absorption
Field
Lift Station
Holding
Tank
Sewer
Line
Total absorption area
Ftp
Number of trenches
Dist. between trenches
I Ft.
well
102.3
N/A
N/A
N/A
83.9
TANK r.❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Anchorage Tank
Capacity
1500 Gal.
Surface Water100+
N/A
N/A
N/A
Material
Number of compartments
Lot Line
33.0
N/A
N/A
N/A
NA
Steel
2
Foundation
18.6
N/A
N/A
N/A
LIFT STATION
Manufacturer
Capacity
Curtain Drain
N/A
N/A
N/A
N/A
Gal.
Remarks Tank replace only.
Pump on level at
in.
Pump off level at
in.
High water alar at
in.
Pump make and model
Electrical Inspections performed by
" Installer
Jr's Septic Pumping
PIPEMATERIAL Housetotan Tank to
iNS drainfield PVC
Drainfield C01MT
Inspector Pannone Engineering Services
BENCH MARK (Assumed elevation)100 it
Inspection 1"6/16/12
dates: 2m
a" 4"
Location and description
Garage FF
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engineers Stamp
Conditional Approval: Date
g
�teven ♦i. F�annome
-7E /8149
�gGE
, 44l��� <
Approve Date
Inspectlon hfB 10 Y_y-1-1 L.doc
A B
¢o z zmo FCO 41.2 16.0
T1 51.4 28.7
10 Do T2 45.1 26.3
fl-ss.z
DCO 41.9 24.5
NEW t500g
SEPTIC TANK ,
/ 1
q�3
INSTALLED
/1500g SEPTIC TANK
WITH DCO
LOT UNDEVELOPED
NO WELLS OR SEPTICS
�6^^ -M
LOT UNDEVELOPED
/NO WELLS OR SEPTICS
IN77111111
y
=�
3BR HOUSE (E)
4
J
v
EXISTING COLLAPSED
1000g SEPTIC TANK
1 D 42 ABANDONED PER CODE /`L'
pRLF W WSW
� �qY
NOTES:PANNONE ENG SVC LLC -�oF q V\ Date
RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 S C� •" ' C \io 9724712
PHONE (907) 272-8218 FAX (907) 272-8211 /�GU�p fy�1 Scale
P•I.D. NO
BIRCH HILLS ESTATES #1, BLOCK 1, LOT 5 �... .... 050-081-08
MARK & CHRISTINE KELLIHER Steven annane % PERMIT NO.
12112 EUGENE LANE I�+�c • 1 81,• AW osP121142
PLAN EAGLE RIVER, AK 99577 ��p'' p sheet
z of 2
On -Site Wastewater Disposal System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP121142
Tax Code Number: 05008106000
Work Type: Septic Upgrade
Permit Effective Dates: June 15, 2012 to June 15, 2013
Design Engineer: PANNONE ENGINEERING SERVICE
Subdivision: BIRCH HILLS ESTATES #1
Site Legal Address: BIRCH HILLS ESTATES #1 BLK 1 LT 5 G:0253
6110112- `7 pr/\
Owner/Address: KELLIHER MARK HEINRICH &
SOIK CHRISTINE M AKA KELLIHER CHRISTINE 12112 LUGENE LANE EAGLE RIVER AK 995777902
Site Mailing Address: 12112 LUGENE LN, Eagle River Lot Size in Sq Ft: 23086
Total Bedrooms: 3
This permit is for the construction of:
N Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
+m ct g�.hbn 7'061k11z %�eey�neer contecorrecrr�j.
Received
Issued By: /yVj _ Date: 6 /Z
MUNICIPALITY OF
— (ric, �It,
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
Mayor Dan Sullivan
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Phone: 907-343-7904
Fax: 907-343-7997
Parcel I.D. Q,O-0461-0&
Property owner(s) AAAK 9=C4&167%4M &2--0 Mt R Day phone
Mailing address 12117— Lu69.V6" L -.IJ �A L ,_"d 1f4K !"6-77
Site address 12112- LJ6.cdE 4"6
Legal description (Sub'd., Block & Lot) Rjec* HILLS e-tyrArCS 0) .61-1< � 1 � Lo? 5�
Legal description (Township, Range & Section)
Lot Size�Sq. Ft. Number of Bedrooms -3
THIS APPLICATION IS FOR:
THIS APPLICATION IS AN:
(M all that apply)
Initial ElAbsorption
Field
❑
Septic Tank
Upgrade
Holding Tank
❑
Renewal ❑
Privy
❑
Private Well
❑
RUSH!
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
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.
Permit/Rush Fees: k Zco
Date of Payment: 6,/..r�2
Receipt Number: O q/ Ll 1 G
Permit No. 0S121 -L 114 L
Waiver Fees:
Date of Payment:
Receipt Number:
GABuilding\On Site\FormsUient Forms\Permit App_010411.doc (Rev. 1/11)
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panengak.com
June 15, 2012
Municipality of Anchorage RUSH!
Development Services Department
On -Site Water & Wastewater Program
4700 S. Bragaw Street
Anchorage, Alaska 99519
Subject: Birch Hills Estates #1, Block 1, Lot 5
Emergency Septic Tank Replacement Permit Request
Ladies and Gentlemen:
isao
I am writing to request that a permit to install a new j.000 gallon septic tank be issued for this lot.
The proposed systems will serve an existing three-bedroom house. Currently the lot is
developed. The existing septic system was designed and installed for a three-bedroom house and
is operating adequately for three bedrooms. The existing 1000 gallon septic tank has collapsed
and is exposing raw sewage to the environment. The existing tank will be abandoned per code.
The surrounding lots are served by private wells, and there are no wells within 100 feet of the
proposed septic tank. This lot is served by a private well that is over 100 feet from the existing
drain field and proposed tank. PES will verify all required separation distances at time of
installation.
1. Upgrade Tank Design.
a. See Sheet 1 of 1 of the plan set
2. Surface Water: There is no surface water within 100 feet of the proposed system. The
proposed systems will maintain at least 100 feet from all surface water and drainage ditches.
3. Topography: Lot 5 slopes from east to west at approximately 2% in the area of the tank
replacement. The proposed installation will be located in the central portion of the lot next to the
existing septic tank and absorption system.
Mailing: P.O. Box 1.0023.7, Anchorage, AK 99510 0217
Physical: 332 1%2 East Manor Ave, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
Page 2 of 2
The proposed installation will not affect the future development of the surrounding or existing
lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you
have any questions or concerns, please contact me at 272-8218.
Sincerely,
Steven R. Pannone, P.E.
Owner/Civil Engineer
Attachments:
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 1/2 East Manor Ave, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
WELL
I
6m --A,
Al
LOT UNDEVELOPED
/NO WELLS OR SEPTICS
WELL (E)
'IAVC
e� FSMr °R
5313R HOUSE (E)
� g SEPTIC TANK (P) J
^O /5009 WITH DCO J
EXISTING COLLAPSED S
10009 SEPTIC TANK /
� 5.0 yt, ABANDON PER CODE
—W/ 01 G W WSW
F)y9 y
LOT UNDEVELOPED
NO WELLS OR SEPTICS
4
NOTES: PANNONE ING SVC, LLC ,�e� 2�' Date
EMERGENCY TANK REPLACE , 9( ACgs1�+ 3/2/12
P.O. BOX 100217 ANCHORAGE, AK 99510 r
PHONE (907) 272-8218 FAX (907) 272-8211 'ow - �- # Scale
... ... .. .. :... P.I.D. NO
BIRCH HILLS ESTATES #1, BLOCK 1, LOT 5' ' ,,,,4 oso-oal-as
MARK & CHRISTINE KELLIHER even R.Pann,
one PERMIT NO.
12112 EUGENE LANE +� , t CE s14 OSPXXXXXX
1 s . zv6tr
PLAN EAGLE RIVER, AK 99577 �f1,Z.. `=.. Sheet
1e0F 1
GREI"ER ANCHORAGE AREA 606�JGH aa u/M4
sR�a
De artment of ro
En vit I Q I't
p nmen a ua : y
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-51TE SEWAGE DISPOSAL SYSTEM
NAME IISSOCIArE IS'OWDEM MAILING ADDRESS KcX (101 1=A&LC k,&CR PHONE ��.A
LOCATION,`�(4 -4/u.AA LEGAL DESCRIPTION �r S Q(OCK � X45/IZL/l �'t/LL$ EI
46
SEPTIC TANK: `
DISTANCE NUMBER OF
FROM WELL MANUFACTURER IY.E )e MATERIAL Tru(. COMPARTMENTS '2 -
INSIDE
INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH I (QUID CAPACITY /Oa0 GALLONS.
SEEPAGE PIT: ��
NUMBER OF PITS �. DIAMETER SL� OR WIDTH -r, LENGTH 16/, DEPTH
LINING MATERIAL IC& CRIB SIZE: DIAMETER —DEPTH— DISTANCE FROM: WELL
p�
TOTAL EFFECTIVE
BUILDING FOUNDATION2_9) , NEAREST LOT LINE 70 ABSORPTION AREA (WALL AREA) 31 SQ. FT.
ADDITIONAL ABSORPTION
WELL.: C
TYPE 7ILI LLFb CONSTRUCTION SrN�7>��'D DEPTH
DISTANCE FROM:
BUILDING NEAREST NEAREST SEPTIC SEEPAGE
FOUNDATION LOT LINE SEWER LINE TANK—,SYSTEM_
CESSPOOL OTHER SOURCES
APPROVED DISAPPROVED REMARKS
DISTANCES:
INSTALLED BY:
J QL.F
PIPE MATERIAL:
&r JI"
cAr
LOT SLOPE:
REMARKS:
Form No. EQ -031
DIAGRAM OF SYSTEM
11/05/1997 10:03 9076941211 S AND S ENGINEERING
l
n
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
1130"C"STREET ANCHORAGE. ALASKA 99501
TELEPHONE 274-4561
SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT
NAME OF APPLICANT /�Gt
INSTALLATION LOCATION
LEGAL DESCRIPTION 314
INSTALLATION OF: SEPTIC TANK I
TYPE AND SIZE OF FACILITY TO BE SERVED
FINANCED THROUGH
SOIL TEST RESULTS
COMPLETION DATE ANTICIPATED
ADDRESS
S LI
PERMIT NO.
PHONE
NOTEI THIS PERMIT 13 NOT VALID WITHOUT SOIL TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE /Cl<50 TYPE
61
SEEPAGE AREA SIZE
MINIMUM DISTANCES. REQUIREMENTS
FOUNDATION TO SEPTIC TANK :3::l
FOUNDATION TO SEEPAGE PIT `! Y 6 DRAIN FIELD
I�SAL /
SEPTIC TANK TO SEEPAGE PIT WALL V
I
SEPTIC TANK �5-- SEEPAGE PIT e` � DRAIN FIELD
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK �D SEEPAGE PIT
DRAIN FIELD ALSO CONSIDER AREA WELLS.
WATER MAIN TO SEPTIC TANK SEEPAGE PIT -
DRAIN FIELD
SEPTIC TANK. SEEPAGE PIT .fav DRAIN FIELD
TO RIVER. LAKE. STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION S FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REg"DING INSTALLATION.
G.A.A.S.
OR
LICENSED DESIGNER
TYPE
DIAGRAM OF SYSTEM
1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.66 AND THAT THE ABOVE
DESCRIBED S STEM S IN ACCORDANCE WITH SAID CODE.
DATE APPLICANT'S SIGNATURE
FORM NO. O -0I
O MUNICIPALITY OF ANCHORAGE 4P'tIjjOFANt HU1tA0!DEPARTMENT OF HEALTH &HUMAN SERVICESE�p�OEKYICES DlYlllON
Division of Environmental Services E
On -Site Services Section OU 221997
P.O. Box 196650 Anchorage, Alaska 99519-6650
343.4744 RECEIVED
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
Parcel l.D.# 060 -OSI —O(c HAA#
1. GENERAL INFORMATION 1u2O11oc� lob
Complete legal description 5;, Bl; let'lA Nlcts Fs+04L5- SID Uvi_"�l
Location (site address or directions)�I LLa L 1 N Fnl F L Anl F
Property owner %21� TC"* Day phone(or,
14" 3.49 '
1
Mailing address P.O- 210011 AX ccl5T;�
Lending agency Day phone
Mailing add
Agent
Address
Day phone
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS: 7H2r_F
3. TYPE OF WATER SUPPLY:
Individual well X
Community well
Public water
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 X
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.
72-0251RH. 11911 Fwl MOA 821
5. 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.
S & S ENGINEERING
Name of Firm 17034 Earle River i ,,..Road Ne 1204 Phone C `t Y - A °r 7 y
Address Eagle River, Alaska 99577
Engineer's signature
6. DHHS SIGNATURE
Approved for bedrooms.
I
a
Disapproved.
Conditional approval for
Date Le / -�k � / K 7
ROBERT C COWAN Q.
GE-88ol
bedrooms, with the following stipulations:
Date !(5 9
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 courtesy to 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.
72MQbv.1N11 Beet MOAn1
e Municipality of Anchorage t4jovnurr OF 1hON
DEPARTMENT OF HEALTH & HUMAN SERVICES ewvtM"►stl�
Environmental Services Division n�
825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) 343 4744'1 2 2
Health Authority Approval Checklist RECEIVED
Legal Description: L 5 ; L31 ; ( PC,V+ WILLS EeTATES =iJ VN "r Parcel I.D.: 050 -08 ( - 06
A. WELL DATA
Well type & wATE It A, B, or C, attach ADEC letter. ADEC water system number
Log presen6N) !:I e -c, Date completed (o i 2.4
Total de 320' Casedto 33'+I ' Cro Bsne' )Z,ri-
depth Casing height (above ground)
Sanitary sea6N) UfA, Wires properly protectedj9iN) uft�
FROM WELL LOG
Date of test �3 I
Static water level 915,
Well production
WATER SAMPLE RESULTS:
AT INSPECTION
10-10—C)-;1
94/
9-5, g.p.m.
t o4 12 S�d1,� 56-v-4. -Its
Coliform Ci Nitrate • 4-41 Other "tjrQIGINEEFJNG
1
Date of sample: La I 1319-4 17034 EaQ a ver a o.204
q Collected by: —1 Le r'r"'( Eagle mar, Alaska 99577
B. SEPTICJHOLDINGTANK DATA (urdrr rvoA Clriwwo no ;rccZo;y V -W' J" iAsvlaWj U?x"k, r"scrs a x'd .or
�,dL�pes�
Date installed 161311J4 Tank size (000 Number of Compartments 2_ CleanoutsJ&N) v^
Foundation cleanout (Y V� rJ 0 Depression (Y® �Q High water alarm (Y/N) a
Date of Pumping 1010.1 Pumper
C. ABSORPTION FIELD DATA. [05,d MtLrr;&-(-\ 4rivewa2 - sa r�. ta��L iic+ s apF as jedc cakd 44 4 nC� aln.t.,
Date installed toI 3i 1-44 Soil rating (g.p.d./it' or fts/bdrn) v /k System type r,Lt r�
Length 1 h� Width ¢ r Gravel thickness below pipe (ol Total depth 1 D r
Effective absorption area � Monitoring Tube present &N),JL�- Depression over field (Yo Q
Date of adequacy test 16 — Results ail) ?ASS For TU 2 i� bedrooms
Fluid depth in absorption field before test (in.); I �L Immediately after gal. water added (in.): �i5Y2-,
V2 II t
Fluid depth 3 I V (ins) Minutes later: mAbsorption rate - O g.p.d.
Peroxide treatment (past 12 months) (YM) I"E J pl ,tJ If yes, give date
72-028 (Rev. 3rg8)•
D. UFTVTAJION d
Date installed
Manhole/Access (Y/N)
High water alarm level at' _
Cycles tested
E. SEPARATION DISTANCES
Size in gallons
on" level at'
SEPARATION DISTANCES FROM WELL ON LOT TO:
"Pump Ott" level at'
Septic/holding tank on lot q o CW �rr�mi J On -adjacent lots (bU
Absorption field on lot l b v ' On adjacent lots 1 o o ' }
Public sewer main 16 m+ Public sewer manhole/cleanout o
Sewer /septic service line 25 m F
Litt station
Ip
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation ib" + Property line mo, -1 Absorption field 5
Water maintservice line —Lo ,4- Surface water/drainage It o ' � Wells on adjacent lots icy, }
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO
Property line 10a { Building foundation lo' + Water maintservice line 10, +
• + - ¥ VN Dr.QI:HttN l�R.w EwM
Surface water the Driveway, parking/vehicle storage area S»su 120 w I PaacPe+E
� R�SEfcS
Curtain drain tID'Ar, Wells on adjacent lots IN)
F. ENGINEER'S CERTIFICATION
I cerlify that I have determined thru field inspections and review of Municipal
in conformance��OAA HIAA gui eAnes in effect on this date.
Signature 'r�
Engineer's Name /` 0i9 t.47– C_ Co 4,14 �
Date m a Z 2L -a-/ 9 7
HAA Fee
Date of Pe
Receipt Ni
72-028 (Rev. 3/96)'
Waiver Fee $
Date of Payment
Receipt Number
i ROU0 C. cower
1`,,`• CE•8801
It
'Co G.�.
`1ew�
N
LL–L
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
Rick MyP.O. Box 196650 Anchorage, Alaska 99519-6650
Mayoror
. 343-4744
November 5, 1997
Robert C. Cowan, P.E.
S S S Engineering
17034 Eagle River Loop Road
Suite 204
Eagle River, Alaska 99577
Subject: Waiver Request for Lot 5 Block 1 Birch Bills Estates Unit 1
Waiver Request 9WR970069, PID 9050-081-06, HA970492
Dear Mr. Cowan:
Your request for waiver(s) of the required 100 foot horizontal
separation of an on—site wastewater disposal system to a private
well has been approved. The approved separation distance(s) are
the septic tank on lot to the private well onllot of 90 feet.
This waiver approval applies to the existing on—site wastewater
disposal system to well separation only. Any future upgrade to either
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 343-4744.
Sincerely,
C olelo
Donna C. Mears
Civil Engineer
On—site Services Program
ljm:96
Johnson
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-site Services Section
Waiver Review Worksheet
WR# WR970069 PID# 050-081-06 HA# BA970492 Permit #
Date Received: October 22, 1997
Legal Description: Lot 5 Block 1 Birch Hills Estate 01
Engineer: Robert C. Cowan P.E., S & S Engineering
17034 Eagle River Loop Road, suite 204, Eagle River, Alaska 99577
Applicant: Eric Johnson
Waiver Requested: Septic tank to the well on the referenced property of
90 feet
Criteria: 1. Geology: Points:
A. Water Table _T6 -
B.
6-
B. Soil Sorption (• 0
C. Permeability O.9
D. Water Table Gradient (r7• Z
E. Horizontal Separation Z (o
TOTAL: ( • Z
2. Special Conditions:
3. Other:
Waiver is Granted: ✓ Waiver is NOT Granted:
List Conditions or Reasons for above:
Date:
By:
E
ewer
Rec #: 03348/4228 Amount: $ 625.00 Date Paid: Oct 22. 1997
Lot 5, Block 1 Birch Hills Estates Unit #1
Waiver for 90 feet from existing tank to existing well.
Issued November 5, 1997
General
1. The septic tank is located at a lower level than the well by 17 feet.
2. The house is located between the well and septic system.
3. The nitrate sample taken from the subject well Is only 0.474 mg/l.
WO
The well was installed in 1974 at a total depth of 320 feet. The static water level at that time
was 215 feet, and is currently 236 feet. The well Is cased to a depth of 33'-4'.
Septic Tank
The septic tank was also installed in 1974 and is a 1,000 gal, 2 compartment steel tank.
It is located under the driveway and is accessed by capped steel risers. The location of the
septic tank and disposal field under the driveway has not affected the system's performance
In the past 13 years and there Is no Indication of freezing or other problems associated with
this placement.
ADEC Point Calculations
Points Values
Water Table 7.5 1-3, B5 Seidler 285 ft.
1-5, B5 Seidler 90 ft.
1-3, B1 Birch Hills Est. Unit #1 195 ft.
1-5, B1 Birch Hills Est. Unit #1 236 ft.
Average Water Table 200 ft.
Soil Sorption 1 In all well logs bedrock was
encountered from very near
Permeability 0.9 the surface to the bottom of
the wells.
Water Table Gradient 6.2
Horizontal Separation 2.6
Total Points 18.2
Elevation of well = 589'
Elevation of Tank = 572'
Slope = (589'- 572) / 90' = 18.9%
0
As per ADEC waiver guidelines a point value of 18.2 is almost sure to be free
of any form of contamination from household sewage.
S&
KALTHAITHORTTY
October 21, 1997
ROBERT C. COWAN, P.E.
CMLENGINEERS
(907) 6942979
FAX(907)694-1211
APPAMALS
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
P.O. Box 196650
SEWER &WATER
Anchorage, AK 99519
MAIN DDENSIONS
REFERENCE: Lot 5; Block l; Birch Hills Estates #1
SEWER& WATER
INSPECTION
Request you issue a Health Authority Approval on the referenced property and grant a
waiver for the horizontal separation distance between the septic tank and well on the
referenced property at 90 feet. The mitigation factors involved which support the
END/NEERINGSTUDIES
issuance of the waiver are as follows:
AND REPORTS
1. The location of the septic tank is at a lower elevation than the well. This would
alleviate any surfacing effluent from reaching the well head. The plot plan contained
WELL INSPECTION
within this report shows the well 16 feet higher in elevation than the septic tank.
& ROW TEST
2. The house is located between the well and the septic system which would also
alleviate surfacing effluent from reaching the well head.
SITE PUNS
3. The nitrate sample taken from the well located on the referenced property indicated
.474 mg/1
Y. AI/a Ar 74C Mia Tv 4.IL WSJ PN4r. '•A4ov,.4I,.4 I'G UAS 4fl •r / I.JL.0 AF CHO'1
ROAD DESIGN
/^^AE'P ,^4L4, RNR•Gr, Pro r4G rV, C. 44 ri.t PRO/... •.G Nom. r4Av4L( Ar )P
If you require additional information, please contact us.
Sincerely,
SOILTEST
'0 7
Robert C. Cowan, P.E.
PERCOLATION
TEST
RCC/gk
STRUCTURAL &
MECHANICAL
INSPECTIONS
ONSITE
WASTEWATER
DISPOSAL SYSTEM
DESIGN
17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER, ALASKA 99577
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GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
3330 "C" Street, Anchorage, Alaska 99503 274-4561
Date Received 2/3/75
Time of Inspection
Date of Inspection 2/3/75
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & 14ATER FACILITIES
FOR
1. Approval requested by: Eric Johnson
Mailing Address: MY 1101 Fagte River Phone:
2. Property Owner: Aaanriare Builders Phone:
Mailing Address: Engle River b -A
3. Legal Description: Lot S. Block 1 Birch Ilills Teraeee
4. Location:
5. Type of facility to be inspected Single No. of bedrooms 3
6. Well Data:
A. Type Drilled B. Depth 310'
C. Construction Standard D. Bacterial Analysis
7. Sewage Disposal System:
A. Installed 1974 B. Installer Self
C. Septic Tank: 1. Size 1000 gals 2. Manufacturer Greer
D. Seepage Pit: 1. Absorption Area 360 sq/ft 2. Material Log
E. Disposal Field: Total length of lines
8. Distances:
A. Well to: Septic tank Absorption area Sewer Lines
Nearest lot line Other contamination
B. Foundation to septic tank 18.5' Absorption area 29'
C. Absorption area to nearest lot line 20'
EQ -034 (1/74) Page 1 of two pages
n
Page 2 of two pages - Re�for Approval of Individual Water Facilities
Legal Description Lot 5 Block 1 Birch Hills Terrace
Comments Approval for well based on dZth and location_ 10e11 not vimd -it
time of request for approval
P. re, ,C.f Disapproved
Date 2/3/75
Approval,Valid for one year from date signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
I certify that the information contained in this request for approval to be a true and
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED
EQ -034 (1/74)
Date