HomeMy WebLinkAboutDENALY BLK 1 LT 9benaly
Block
Lot 9
#067-04! - ! 5
Municipality of Anchorage ...,:7~ ,,~:
Development Services Department "'"'
Building Safety Division
On-Site Water and Wastewater Program, 4700 S. Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page of
www.ct.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number. SW010036 PID Number:. 067-041-15
Lerov Alderman I M2¢1 Wastewater System: [] New [] Upgrade
PO Box 670045 Chuoiak, AK 99567 ABSORPTION FIELD
688-3~03 4 I"laeef)Tre~lch BaShaacwTr~ch [F'tBed r'tMd=u~d
LEGAL DESCRIPTION 1.2 ~m~F~ 5.9 ,,.
I 9 Denaly ~ I,~[''~ n. 4.0
0.5+I- F,. 51
Well: [] New [] Upgrade c,.~.,~:5 Ft. Nunl~ ~bne~:l I ~..1. ~.... ~,.:NA FL
Private 204 Fb 203 FI. 510 F~ D3034 ~'" F810
M-W Drilling, Inc. 4/16/2001 25 Fl. South Fork 6/28/2001
SEPARATION DISTANCES I~ septic I-~ Holding D S.T.E.P. [] Other:
Septic Absorption Lift Holding PubllcJPlwat~M~.~lac~ Capably;
Tank Field StaUon Tank Sewer Line Anchorage Tank 1250 c.,.
wa 100'+ 100'+ NA NA 25'+ Steel 2
· ~d~.w.. 100'+ 100'+ NA NA ~~-~ LIFT STATIO.~....~ ~I
,,~,,~ 5'+ t0'+ NA NA '~'"~ ""'--'~ '~_.~'"'*~ I"~"'''''~'':
'Concun'ent Lot Line Waiver"none known BENCH MARK
Insulation over tank and field Bottom of siding .... ,,..
100
Engine,~w'_s Stamp
~ F ·
~,,,,v,;...' ·'*..7
Inspections pedormed by: KND Enqineerinq Dates: 1" 6/27/2001 ,~. /49~...~ ~[
2"~ 6/28/01
rov I=~ =~ ~ Ol
Development Services Department App a I t
Reviewed and approved~ Date: ~ -~.'~- o / '~£~-'._ ~. -,-e¢ ~,~..,o ,.~....~?_. ~.-. ,'-.'~.~,"~:. ~..~,,~
AS-BUILT SYSTEM DETAILS/SITE PLAN PernF~ SwOIO036
DENALY S/D, BLOCK 1, LOT 9 PID#067-041-15
A-D=27.7'
A-E:48.6' : ...........,, ,~ -- % . ~
B-E=~.7' u ~ SEPTIC I~ ~ ~
A-F:70.5'B_F:66.O, ~ /~ TANK m~ SEV[R RaCK ~ T
/
X k SCALC~ NTS
~ ......................... :~q. PREPARED FBR: ~ --
.........
SEPTIC
TANK
LERny ALDERMAN
P.a. BOX 670045
CHUGIAK, Al( 99567
(907) 6BB-3403
FIELD BOOKS
ENGINEERING
eoum~,~ FLEMING ~'"~':
st~c~ FLEMING ~m K~O ~0441 PTARMIGAN BLVD.
~ FL~U]NO ~*m: 9/20/0~ EAGLE RIVER, AK 99577-8736
~ ~ ~ SW363 L","-"-'-','-'-'-"-"---,',-' ,,,...,.,,,,.,..,,,,.,,,.,.,,,,,.,.,,..._,..,.....,,..,,. ............ J
~:01003.OWO ~ 01003 (907~696-6111/FAX (907~696-8111
Municipality of And orage
George P. IVuerch. Mayor
Building S,'ffcty Division
ILO. I~)x 1~(k-50 · g7¢)0 S. Bragaw Street
Anchorage, Alaska 09519-6('~0 * (907) 3~3-~01
http://xxaxav.ct.anclm~dgc.al{.us
9/26/2001
KND Engineering
20441 Ptarmigan Blvd.. Eagle River, Ak. 99577
Subject: Waiver Request for Denaly Block 1 Lot9
Waiver Request #WR010081
Parcel ID #067-041-15
SW#010036 HAA#010513
~epartmcn! o~
.Public XVork~
Dear Engineer:
Your request for a waiver of the required 10 feet horizontal separation from the
on-site wastewater disposal system to property line has been approved. The approved
separation distance is 7.0 feet.
This xvaiver approval applies to the existing on-site wastewaterdisposal system to
property line 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,
Jeffrey W. Poet
Engineering Technician
On-Site Water & Wastewater Program
20441 PTAILMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
September 25, 2001
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
RE: SEWER PERMIT/LOT LINE WAIVER - Denaly Block 1, Lot 9
Gentlemen:
During the as-built process we encountered that the system was constructed
within 10 feet of the property line. The system is still located Within the testhole
radius and we do not expect there to be any adverse effect on adjacent lots by the
location of this system. We are therefore requesting a waiver to 7 feet to lot line
at this time.
If you have any questions, please contact me at 696-6111/FAX 696-8111.
Respectfully submitted,
KND Engineering
Attachments:
As-built
Inspection Report
HAA w/waters
Well Log
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 09519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial I Upgrade
Date Issued: Mar 20, 2001
Expiration Date: Mar 20, 2002
Permit Number: SW010036
Legal Description:[DENALY BLK
Design Engineer: 0070 KND Engineering
Owner Name: LEROY ALDERMAN
Owner Address: PO BOX 670045
CHUGIAK, AK 99567-
Parcel ID: 067-041-15
Site Address:
Lot Size: 40784 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[] Disposal F}eld [] SepticTank [] Holding Tank [] Privy
[] Private Well
[] Water Storage
All construction must be in accordance w}th:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastawater 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:
Issued By:
Date: .y - 2. O -'O]
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www. cLanchorage.ak.us
(907) 343-7904
ON-SITE SEWER/VVELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. O~'7 - 04 ! -- ~,~"
Permit Number SWOI O0 3~
Property owner(s) M2Cl · Leroy Alderman
Mailing address (1) PO Box 670045. Chuglak, AK 99567
Mailingaddress(2) ~_~70/ [~ £/~q ll~fl lP~
Legal description (Lot, Block & Sub'd.) Denalv S/D, I~1, L9
Legal description (Section, Township & Range)
Lot Size 40,784 AcreslSq. Ft. Number of Bedrooms 4
Day phone .?.23-8100
Code q /5'77
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.
nature of property owner or authorized agent)
Permit Fees:
Date of Payment:
Receipt Number;.
Waiver Fees:
Date of Payment:
Receipt Number:
00'0~£$ swa3s~S 3!~daS/iTa~ ~£0
WdO%=~! 10/g0/£0 g6g%00 90 10 N~
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
March 7, 2001
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
Subject: New sewer & well permit - Denaly S/D, Block 1, Lot 9
Gentlemen:
The owner has requested we proceed forward to obtain a well and septic permit on the
subject lot. On February 8, 2001 we dug two testholes for the proposed system. The
results of these tests are attached. The general slope of this lot is from northeast to
southwest at a grade of approximately 3 - 8%. An individual well will serve the lot. We
propose to install a 5' wide shallow trench for the proposed 4-bedroom house. Water
was not encountered during the excavation or monitoring.
There are no public or private wells within 200' of our proposed system location except
as noted. There is no surface water within 100' of the proposed system and there are no
known curtain drains within 50'. We do not expect there to 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,
I[(~) Engineering
Attachments:
On-Site Well and Sewer Application
Wastewater Absorption System Details/Site Plan
Soils Log/Percolation Test
WELL & ~/ASTEWATER DISPnSAL SYSTEM DETAILS/SITE PLAN
DENALY S/D, BLOCK 1, LOT 9
7
,,-K 4
VACANT
20' T&£ ESMT. X
i6.03'
21
2O
10
VACANT S1,739 S~
CHUGIA~. AK 99567
~ ~ 01003.DWO
11
DESIGN
4 BDRM X 150 GPD = 600 GPD
$00 GPD/I.E GPO PER SQ. FT. (12§ KIN/IN.)= 500 SO. IrT
(500/5'(W)) X ,50(RF) C4.0' GRAVEL) = 50.0 FT. TRENCH
USE 1 TRENCH - 50 (L) X 5' CV) X 4.0'¢D)
TotQt depth oF system is 6.0' From originQt geo. de.
Totot depth oF g~Gvet below distribution pipe is 4.0' .
NOTES:
I. USE 1250 GAL. SEPTIC TANK. INSULATE IF (4' OF COVER.
2. INSULATE TRENCH VITH 2' HO BURIAL FOAM.
3. CONTRACTOR WILL ENSURE MINIMUM 2Z SLOPE INTO SEPTIC TANK.
4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE
MIN. 3' COVER IF REQUIRED,
CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT
WELLS & SEPTICS.
~oe:o: KMD
3/7/01
SW363
Score: 1'= 100'
PAGE 1 OF 2
]-~H~ ENGINEERING
1~0441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
K
WASTEWATER DISPOSAL SYSTEM
DENALY S/D, BLOCK 1, LOT 9
.... ..THtt 01-2
DETAILS
1250 GAL SEPTIC
TANK (PROPOSED)
FCO
4 BD~
(PROF
PREPARED FOR:
L[ROY ALD£RMAN
P.O. BOX 670049
CHUGIAK, AK 99567
(9071, 688-3403
$'r~,~ FLEMMING (~.cx~ KMD
· s~*..~, n FL~MMING
~amL~OIOO3.DWG
~ SW363
01003
Sc~te: 1'= 20'
PAGE 2 OF 2
]~) ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
~'~D ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
Performed for:.
Project:
SOILS PERCOLATION TEST
Leroy Atdeman - M2~ Date
Denaly S/D, Block 1, Lot 9 ~ HOLE
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
Depth
Org - soft, brown, moist loam-
frost to 2'
GP- Med/loose dense, gray to
brown sandy gravel
w/cobbles to 1', moist
minute trace of silt
GP/GM - slight increase in silt
gray sandy gravels
SP/SM -gray silty sands, slight
smear'mb wet
B.O.H.
SEE ATTACHED SITE PLAN
FOR HOLE LOCATION
Was Ground water encountered? NO
Depth to water after monitoring? DRY
What depth? N/A
Date? 02/15/01
Reading Date Gross Net Depth to Net
Time Time Water Drop
1 2/8/01 3:00 - 9"
2 3:10 10 min 9/16 8 7/16"
3 * 3:11 - 9'
4 3:21 10min 13/16" 83/16"
S * 3:22 - 9'
6 3.'32 10 min 15/16' 8 1/16"
7 * 3'.33 9"
8 3:43 10 rain 1 ', 8-
9 * 3:44
10 3'.54 10 rain 1' 8"
11 * 3'.55 9"
12 4:05 10 rain 1" 8"
· Water Added
19- ] Percolation Rate 1.25 (min/in) Perc Hole Diameter .
20- ] Test Run Between 3.5 feet and ~.~; feet
L Kenneth M. Duff us, certify that this test was performed in accordance with aU. State and Municipal guidelines in
effect on this date.
~'~ ~ ENGINEERING ,, ~ ..
EAGLE RIVER, AK 99577-8736
-
_ ,...,.. .....................
SOILS PERCOLATION TEST '~ ~'2'.. .........
Performed mr:. Leroy Alderman - MZC1 Date Performed:
Project:. Denaly S/I), Block 1, Lot 9 'TEST HOLE # 01-1
Depth
Org - soft, brown, moist loam-
frost to 2'
SEE ATTACHED SITE PLAN
FOR HOLE LOCATION
3-
4-
6-
7-
8-
9-
10-
11-
12-
13-
14-
16-
17-
18-
19-
2O-
GP -Med dense, gray to
brown sandy gravel
w/cobbies to 2', moist
minute trace of silt
GP/SM - gray sandy gravels
w/silt
smeariing, silt and
density increasing w/
depth, hard
B.O.H.
Was Ground water encountered? NO What depth? N/A
Depth to water after monitoring? DRY Date? 02/15/01
Reading Date Gross Net Depth to Net
Time Time Water Drop
1 2/8/01 3:15 9- .
2 3:25 10min 1 1/16 715/16"
3 · 3:26 9- .
4 3:36 10 min 1 7/16" 7 9/16"
5 * 3:37 9"
6 3:47 10 rain 1 10/16" 7 6/16"
7 * 3:48 9"
8 3:58 10rain 1 13/16" 73/16"
9 * 3:59 9"
10 4:09 10min 1 13/16" 73/16"
11 * 4:10 9"
12 4:20 10 rain 1 13/16" 73/16"
· Water Added
Percolation Rate 1.39 (min/in) Perc Hole Diameter (~,
Test Run Between 't feet and ,, ~ feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
4
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ct.anchorage.ak.us
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 067.041.15
Expiration Date:
1. GENERAE INFORMATION
Complete legal description. Denaly Block t, Lot g
Location (site ~ddress or directions). NHN Denalna Ddve, Eaqle River, AK 99577
Current Property owner(s) Leroy Alderman I U2Cl
Day phone. 688-3403
Mailing address
Lending'agency
po Box 670045 Chucllak, AK 99567
Dayphone
Mailing address
Real Estate Agent
Donna Alderman
Day phone 689-6464
Mailing Address 16635 Centerfield Dr.. Eagle River, AK 995T¢
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 4
3. TYPE OF WATER SUPPLY:
Individual Well []
Individual Water Storage []
Community Class Well []
· Public Water System []
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
Individual Holding tank
Community On-site
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 5 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 pdvate or Class C well
and may be reissued with new water sample results less than 30 days old. (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 B wells or a public water system. The Municipality of Anchorage is not responsible for errors or
omissions in the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of Ihe validation date shown below, I Vedfy that my
Investigation, based on procedures outlined in the Health Authority 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 files and from my investigation and
inspection, the on-site water supply and/or wastewater disposal system is(ara) in compliance with all
applicable Municipal and State code~, ordinances, and regula[ions in effect at the time of installation.
Name of Firm KND Engineerin~ Phone 696-6111
Address 20441 Ptarmlqan Blvd. Eaqle River, AK. 99577
Engineer's Printed Name Kenneth M. Duffus
5. DSD SIGNATURE
J,,,"" Approved for [1L
DisapprOved.
Conditional approval for
bedrooms.
Date 09/24/01
bedrooms, with the following stipulations:
Additional Comments
Attachments:
HA,& Checklist
Septic System Advisory
Well Flow Advisory
X
Maintenance Agreements
Supplemental Engineer's Report
Other
Odginal Certificate Date: ~:~ -2-7- o'1
Legal Descdption:
A. WELL DATA
Well type pdvate
,, Date complate~l 4/16/0'1
Total depth 204 ft.
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bmgaw St.
P.O. Box 196650 Anchorage, AK 995'19-6650
www.ci.anchomge.ak.us
(907) 343-7'904
HEALTH AUTHORITY APPROVAL CHECKLIST
Denalv Block t. Lot 9
IfA, B. or C provide PWSlD # __
Sanitary seal (Y/N)¥
Cased to 203 ft.
FROM WELL LOG
Date of test ~1~/01
Static water level 2} fi.
Well pmducUon I~* g.p.m
WATER SAMPLE RESULTS:
Cctlform 9 colonies/100 mi. Nflmt~Undeteotad mg./I.
Date of sample: 9~11'17J01 Collected by:
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material A~choraee Tsnk I Steel
Date installed 06t27/01 Tank size 1250 gal.
Cleanouts y Foundation cteanout ¥ Depmsalon over tank ~
Date of I~n~plng I~A - new tank Pumper
C. ABSORPTION FIELD DATA
Date installed ~/28/0'1 Soil rating (g.p.d./ft~ or ~/bdrm) 1.2
Length 21 fl. Width ~ ft. Grovel below pipe 4
Total depth 6.4 fl. Eft. absorption area 510 · Monitoring tube Y_._
Parcel ID: 067.041.t5
Wall Log (Y/N) y
Wires pmpedy protected (Y/N) y
Casing height (above ground) 2'
AT INSPECTION
g.p.m.
Other bacteria 0 colonies/100ml
KND Enalneerlna
Number of Compartments
. High water alarm NA
System type Shallow Trench
Depression over field N
Date of adequacy test NA- new system Results (Pass/Fall) Pass For L bedrooms
Fluid depth in absorption field before test in. Water added__ gal. New depth
Elapsed Time: min. Final fluid depth in. Absorption rate >=
Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date
g.p.d.
D. LIFT STATION
Date installed NA
'Pump on' level at __ in,
Datum.
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot IQQ'+
Absorption field on lot IQQ'+
Public sewer main
Sewer/septic service line 25'+
Size in gallons Manhole/Access (Y/N)
'Pump off' level at __ in. High water alarm level at
Cycles tested Meets alarm & circuit requirements?.
in.
On adjacent lots 1QO'+
On adjacent lots 100'+
Public sewer manhole/cleanout
Holding tank 1QO'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation ~'+ Property line ~;'+
Water main tQ'+ Water service line 11)'+
Wells on adjacent lots IQI)'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line '/"* Building foundation lQ'+
Water Sen, ice line 11)'+ Surface water tQQ'+
Curtain drain ~1)'+ Wells on adjacent lots
F. COMMENTS
*Concu~ent lot Nne wai~ reeuest v~th HAA 8ubmiffal
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and
review of Municipal records that the above systems ere in
conformance with MOA HAA guidelines in effect on this date.
Englnser's Printed Name Kenneth M. Duffus
Data 09/25/01
Absorption field ~;'+
Sudace water tQO'+
Water main
Driveway, parking/vehicle storage 25'+
HAA Fee $300
Date of Payment 09125101
Receipt Number /~'~
(Rev. 12/00)
Waiver Fee $11[i
Date of Payment 09125101
Receipt Number
SEP-ZT-01 06:5Z FROM-CT&E ENVIRO~I~NTAL SRV
Z?K CTIE Environmental Servlce~ Inc.
9015615301
T-863 P.03/06 F-213
CT&£ P~fJf ]016248001
Client Name KND F.~gineedn§
Pro jeer Nam~ N/A
Cl~nt Sample ID Denaly ~ 1, L9
Malrix ~lng Water
Ordered By
~WSID 0
Sample Remarks:
Corrected Repon: Nitrate PQL/rcsult
Nitrate-N
PO/.,
Client PO#
Printed Date/Time
Collected D~e/Tlme 09/17/2001 12:00
R~elved Dat~Tlme 09/17/2001 14:15
Released
Allowable Prep Analys~
IAmi~ Dare Dale Init
0.500 U 0.$00 rng/L EPA 300.0 (<10) 09/19/01 SCL
Tolal ColiA~orm
col/lOOmL SMI8 9222B
(<1) {~/17/01 KAP