HomeMy WebLinkAboutPARADISE VALLEY BLK 8 LT 7Paradis
Valley
Block 8
Lot 7
#020-413-27
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F,O. BOX 19665C,
lW rx Segirh 'Lnchvrage, 9950
Mavor Y!HIL' If_'_u-r,1.0;"llCYitiI7C
_ Pump installation Log
Well Drilling Pertuit Number: �5��`_,.__...._.. Bate of Issue::
Parcel Ide ntificatian Number:. 020- q i3 "2 %
Legal Description - -Property Owner game & Aires:
P&CIIS 13 L7 &1we
Pump Installation Date:----- � -
Pump Intake Depth Below I op of Nell CO-sing:j('�ieet
Pump [;lanutaatures'3 dame: Ivt"`""-- -
Pump Model:
vl5
Pueup Size 5-/q, lip
Pitiless Adapter Burial Depth.' � � tem
I
Pitless Adapter 1lankifacturer's 1'-a e: l , -?✓47k
Pitless Adapter Installer:
Well Disinfected Upon Cow ( Yes [j Nc
Method of Disinfection:
Comments: Ae
Pump, Inshiller Name:
ditiy
Arentiou: Tp he pump: r ;aiatl y�ro�✓:,e a pi�ml instuilai'son ioC tip ilte _SSD=shin 3fl u�; o? pump instaila:ion.
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.ci.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SW090177 PID Number: 020-413-27
Name:
Ben & Lisa Jacksort Wastewater System: [] New [] Upgrade
Address:
6116 Austria Drive ABSORPTION FIELD
Phone: Number of Bedrooms:
[] Deep Trench [] Shallow Trench [] Bed [] Mound [] Other:
LEGAL DESCRIPTION Soil Rating: Total Depth from original grade:
GPD/Ft2 Ft.
Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe:
8 7 Paradise Valley Ft. Ft.
Township: Range: Section: Fill added above original grade: Gravel Length:
Ft. Ft.
Well: [] New [] Upgrade Grave~w~dth: Number of ,nes: I Distance between lines:
Ft.I Ft.
Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material:
Ft. Ft. Ft2 3039 PVC
Driller: Date Drilled: Static Water Level: Installer: Date Installed:
Ft. BEEK CONTRACTING 511812010
Yield: I Pump Set at: Casing Height Above Ground:
GPMI Ft. Ft. TANK
SEPARATION DISTANCES [] Septic [] Holding [] S.T.E.P. [] Other:
T~To Septic Absorption Lift Holding =ublic/Private Manufacturer: Capacity:
From "--~
Tank Field Station Tank Sewer Line Anchorage Tank 1000 GaL
Material: Number of Compartments:
Wel, 100' Steel
Surface Water 100+ ~ / LIFT STATION
Lot Line 33'~ Size: Manufacturer:
250 Ga,. Orenco
"Pump on" level at: "Pump off" level at: in. High water alarm at:
Foundation 21' +40 in +36 +45 in.
Curtain Drain 100+ Pump Make & Model Electrical inspections performed by:
P2005
Remarks:
Septic Tank replacement only BENCH MARK
Location and Description:
Top of slab garage
Assumed Elevation:
100.0 Ft.
Engineer's
Stamp
Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1st
Development Services Department Approval ~ ~?.."'
Conditional Approval Date:
Reviewed and approved by: ate: J- -~- / [
~oxs: P~O~ ENG ~C, L~ ~~ ~-~-
~ ....... ~ i ~/~/~o
P.O. ~OX 102~54 ANOHORAGE, AK g~510 ~ .. ..~
RECORD DR~W~N~ PHONE (g07) 272-82~8 FAX (907) 272-8211
~": ..... :"~ ~.~.~. ~O
ELK 8 LT 7 __ ~.o-415-23
Ben Jackson ~.. CE 8149 .'~ PERMIT NO.
6~16 Au~t~o B~ 'i~?~... ..~%~ ~,,,,,x,
PLAN Anchorage, AK 99516 ,l~¢~0~s{~ Sheet
CO A B
T1 24.3 38.7
T2 30.7 43.4
L3 32.2 45.0
SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF
ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED tN CONSTRUCTION OF
ON-SITE WASTEWATER DISPOSAL SYSTEMS·
2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS.
5. SCOPE OF WORK: ABANDON EXISTING SEPTIC TANK AND LIFT STATION PER CODE. INSTALL 1250 GAL S.T.E.P. TANK
CONNECT TO EXISTING DRAIN FIELD.
4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE' SOIL TEST HOLE
INFORMATION ABOVE 20 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14
FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY.
5. EXISTING TANK SHALL BE ABANDONED IN ACCORDANCE WITH THE CODE BY PUMPING, CRUSHING, AND FILLING WITH
COMPACTED CLEAN EARTH MATERIAL.
6. CONTOURS ARE IN 4 FT INTERVALS.
z
0 0
~z
Z~ Z Z
~LU ~
o-~ ~
~ 02.6
NEW 1250 g
· S.T.E.P.
TANK
DESIGN PARAMETERS ABBREVIATIONS LEGEND
PROPOSED S.T.E.P. TANK CU COPPER --.w w -- WATER LINE/
NO. BEDROOM: 3 (450 gpd) DIP DUCTILE IRON PIPE WELL RADIUS
TANK SIZE: 1,250 gallon STEP TH TEST HOLE
CONNECT TO EXISTING FIELD FC FOUNDATION CLEAN OUT -- ss -- ss EXIST'G SEPTIC
T# TANK CLEAN OUT NO.
C# CLEAN OUT NO. ss ~ ss NEW SEPTIC
M# MONITOR TUBE NO.
R.I. RIGID INSULATION --O CHAINLINK FENCE
DCO DOUBLE CLEAN OUT
DV DIVERTER VALVE
FS FLOW SPLITTER
NOTES: PANNONE ENG SVC, LLC :o e
6/24/10
RECORD DRAWING PHONE (907)272-8218 FAX (907)272-8211 ~,~--.O.'~,.,~ ~ii~"-.'~':,A
Scale
NTS
Ben Jockson'~ ~,¢~?~*~,'-. CE 8149 .'b~ PERMIT NO.
Sheet
DESIGN NOTES Anchorc~ge, AK 99516 ~'~?eoEss\o~?~.·~..~.~\.~..~..~._ 3 oF z
MUNICIPALITY OF ANCHORAGE
Development Sen/ices Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Sep 11, 2009
Expiration Date: Sep 11, 2010
Permit Number: SW090177
Legal Description: PARADISE VALLEY BLK 8 LT 7
Design Engineer: 0062 PANNONE ENGINEERING SERVI(
Owner Name: BEN & LISA JACKSON
Owner Address: 6116 AUSTRIA DRIVE
ANCHORAGE, AK 99516-6020
Parcel ID: 020-413-27
Site Address:
Lot Size: 17872 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well [] Water Storage
Ail construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of.alaska
Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Date: ~7//J/~
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 SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 020.413.27
Property owner(s). Ben &Llsa Jackson
Mailing address6116 Austria Drive, Anchoraqe AK
Site address same
Legal description (Sub'd., Block & Lot) Paradise Valley Blk 8, Lt 7
Legal description (Township, Range & Section)
Lot Size 17,872 Sq. Ft.
Number of Bedrooms 3
Day phone 317.3100
Zip Code 99516
Zip Code
THIS APPLICATION IS FOR ([~;;~ all that apply):
Absorption Field []
Septic Tank []
Holding Tank []
Privy []
Private Well []
Water Storage []
THIS APPUCATION IS AN:
Initial []
Upgrade []
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.
Pannone Engineering Services, LLC
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
(Rev. 11/05)
Waiver Fees:
Date of Payment:
Receipt Number:
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve~panengak.¢om
September 3, 2009
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
4700 S. Bragaw Street
Anchorage, Alaska 99519
Subject:
Paradise Valley Block 8 Lot 7
Septic Tank Replacement Permit Request
Ladies and Gentlemen:
I am writing to request that a permit to install a new S.T.E.P. 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 tank is located under the driveway and is believed to be
leaking. The surrounding lots are served by private water systems and are over 100 feet from the
proposed septic tank. This lot is served by private water and the well is located greater than 100
feet from the proposed system. PES will verify all required separation distances at time of
installation.
Upgrade Tank Design.
a. Number of Bedrooms:
b. SepticTank Size:
3
1,250 gallon S.T.E.P.
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 7 slopes to the west at approximately 20 percent based on existing
contour information. The proposed installation will be located in the central portion of the lot
adjacent retaining wall.
Mailing: P.O. Box 102954, Anchorage, AK 99510-2954
Physical: 11301 Olive Lane, Anchorage, Al< 99515
Telephone: {907) 272-8218 IrAX: (907) 272-8211
Page 2 of 2
The proposed installation will not affect the future development of thc surrounding or existing
lots. There are no wells or septic systems within 100 feet of Ihe 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: 11301 Olive Lane, Anchorage, AK 99515
Telephone: (907) 272-8218 FAX: (907) 272-8211
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NOTES: PANNONE ENG SVC, IJC It,
P,O, BOX 102954 ANCHORAGE, AK 99510
ISSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211
I"=100'
~..~~....:..~
PARADISE VALLEY ~,~~ ~.~.D. NO
BLK 8 LT 7 .,~
Ben Jackson Cj..{~,.. .~',.-' PERMIT NO.
6116 Austria Dr tl,~,;~L...' ...~.~,~ sw~
PLAN Anchorage, AK g951~
.. / ~, I ~\ ~', ";/' '"\ i ~ ~ ~ ,,, I! .~ ',
". / ~, ~ \ ~ h~ ''. i\ ~ i \ ~ ~ I ~ I
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,'~ '. ", '~" /', ~ · !-~ ~ ~ ',/~' ~ /
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~.o. ,ox ,o~54 A.CH0~A~, AK ~s,o~ .....
iSSUED FO~ CO~ST~UCTIO~PHONE (g07) 272-821~ FAX (907} 272-a211 ~.%~ ~ .~
PARA~ISE VALLEY ~~~' ~D. ,o
BLK 8 LT 7 ,/, ~even ~. ~anno~e ~ )E~IT NO.
~n Jackson ?~,~:~c~a~4~..~
~11~ Austria Dr ~.~.. ...~
PLA~ Aachocage, A~ ~]~ , ~~... Sheet2
SPECIAL PROVISIONS TO SPECIFICATION?;
1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF
ANCHORAOE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PART5 AND MATERIALS USED IN CONSTRUCTION OF
ON-SITE WASTEWATER DISPOSAL SYSTEMS.
2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS.
.3. SCOPE OF WORK: ABANDON EXISTING SEPTIC TANK AND LIFT STATION PER CODE. INSTALL 1250 GAL S.T.E.P. TANK
CONNECT TO EXISTING DRAIN FIELD.
4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE
INFORMATION ABOVE 20 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14
FEET BELOW EXISTING GRADE. NOTIFY THE ENGINEER IMMEDIATELY.
5. EXISTING TANK SHALL BE ABANDONED IN ACCORDANCE WITH THE CODE BY PUMPING, CRUSHING. AND FILLING WITH
COMPACTED CLEAN EARTH MATERIAL.
6. CONTOURS ARE IN 4 FT INTERVALS.
-
=-
S,ToE.P.
TANK
DESIGN PARAMETERS ABBREVIATIONS LEGEND
PROPOSED S.T.E.P. TANK CU COPPER w w WATER LINE/
NO. BEDROOM: ,3 (450 gpd) DIP DUCTILE IRON PIPE WELL RADIUS
TANK SIZE: 1.250 goIlon STEP TH TEST HOLE
CONNECT TO EXISTING FIELD FC FOUNDATION CLEAN OUT -- ss ss ~ EXIST'G SEPTIC
T# TANK CLEAN OUT NO.
C# CLEAN OUT NO. ss ss ~ NEW SEPTIC
M# MONITOR TUBE NO.
R.I. RIGID INSULATION O CHAINLINK FENCE
DOC DOUBLE CLEAN OUT
DV DIVERTER VALVE
FS FLOW SPLITTER
NOTES: PAN~ON~ E/~TG ~V'C, 1]~
P.O. BOX 102954 ANCHORAG£, AK 99,510
ISSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 ~...c~....~o.,~ ~e,~-...7
NTS
BLK 8 LT 7 .--~,.-J~;;~,7~~~ ~._0~413-2;
~, ~.teven__)~L P~nno.r4e ~ PERMIT NO.
Ben Jockson
6116 Austria Dr ~ ~',~. . .',~
SWxxxxxx
DESIGN NOTES Anchorage, AK 99,516 '~t '. ..... ' Sheet
Municipality of Anchorage Page
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O, Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ~¢~0~0 ~.~--'~ PIDNumber: 0~0 ~1~
Name:
~ ~C~ ~. ~ ~ bd~ Wastewater System: D New ~Upgrade
Address: GII~ ~5'~1~ ~iV6 ~11 ABSORPTION FIELD
Phone: No. of Bedrooms:~ ~Deep Trench ~ Shallow Trench ~ Bed ~ Mound ~ Other
.~ Total Depth from original grade:
LEGAL DESCRIPTION S°ilRating: ~,~ GPD/Sq. Ft. /O
Lot: + Block: b SubdivisJon:~,~ Depth to pipe bottom f¢om origi,al grade: F,' Gravel depth b~ne~th pipe
Township: Range: Section: Fill added above.~_original grade: Gravel length:
Ft. Ft.
~ New U Upgrade ~' Gravelwidth: Numberof fines: Bistance between lines:
Classification (P~ Total Dept~ ~ased To: Total absorption area: Pipe materiah
~ Ft. Ft. SQ. Ft.
Ioo
Driller: ~ ~te Drilled: Static Water Level: Installer:, Ft. ~ 4 n ~' ~ Date installe~:/~/c~'
Yield: ~p Set at: ~g Height Above Ground:
~ Septic B Holding ~S.T.E.P.
To Septic Absorption Lif, Holding ~ubfio/Private ~C~ ~
M nufactu er: Capacity in gallons:
From Tank Field Station Tank Sewer Lines
Well I00"~ ffO~* ¢0~!'* N'~ i~A Material: ¢~ NumberofCompartments:z
's;~¢;; *i/A NIA N/A N/A AlIA LIFT STATION
LOt ~ Size in allen :
Remarks: BENCH ~ARK
Location and Description:
I Assumed Elevation:
Inspections performed by: /,._ _ ~ Dates:lst
[ Department of Healt~d ~n~rvices approval '* +*''' "
Reviewed and approved bY: f;~7~~ Date: ~
72-013 (Rev. 9/91) MOA 25
Permit No.
Legal Description:
5 LM ¢-1' 50 22~Z_ Page
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit No.
Page ,'~ of ~
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
LegalDescription: ~-'~, Pp~ '/P/~4P/2I,~(:~ ~/(~-LL(~/PiDNo.: 020 ~1~
72-013 A (~/93) *
0c
i 0
i~' O
ENGINEER'S SEAL
C,'? /.h; '"
ELECTRICAL
APPLICATION AND PERMIT
BUILDING S~FETY DIVISION
~tl~
NO~ COMMENCED PE~MI~ APPROVEO & ISSUED
ORIGINAL
,'500 EAST TUDOR ROA[~
~iNSPRCTIONS <907)56" q ·
o--,.4~4 INFORt~A'i'ION (907)786-82.1.
LOT: 7 BLnr'v. 8 SUBD: PARADIS~ VALLEY ~ ,
....... ,. [A~' 8/16/1993
i?YPE OF INSPECT ION: ELEC~:ICAL 1E'iNA1L
· .Q 0 .... '
0 0
'NO NONCOMPLIANCE OBSER. VED [ ] CO'I~RECTIONS ESSENTIAL AS .... '7 .....
P~XILAINED BELOW
WILL R. EEXAMINI~ AT NEXT IN~PEC'£ION [ ]' DO NOT CONCEAL UNTIL REINBPECI'P,D
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
PAGE 1 OF 1
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW930222
DESIGN ENGINEER:ALASKA WATER & WASTEWATER SERVICES
OWNER NAME:ANDREWS MICHAEL R &
OWNER ADDRESS:6116 AUSTRIA DRIVE
ANCHORAGE, AK 99516
PARCEL ID:02041327
DATE ISSUED: 7/15/93
EXPIRATION DATE: 7/15/94
LEGAL DESCRIPTION: PARADISE VALLEY BLK 8 LT
LOT SIZE: 17872 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD SYSTEM
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 DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4329 OR 343-4681 AFTER BUSINESS HOURS
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 BY:
ISSUED BY:
Alaska Water & W istewater Services
"Preserving the Last Frontier"
,3'uly 6, 199,3
Municipality of Anchorage
Department of Health and Human Services
Division of Environmental Services
On-Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Septic System Replacement for Lot 7~ Block
Paradise Valley Subdivision~
To whom it may concernx
Attached is the application, site plan, and design drawings
for the subject septic system replacement. Comments
regarding the proposed system are as follows:
1. TRENCH DESIGN: As can be seen from reviewing the
attached percolation test results~ the soil "perked" at 60
minutes/inch at the location proposed for the system. For a
trench system, this corresponds to an application rate of
.45 gpd/ft2~ Since the existing home has 3 bedrooms, the
total design flow is 450 gpd~ Based upon this, the minimum
amount of absorption area is 1000 ftz. The proposed system
is a 2' wide trench' which is 7 feet deep. This corresponds
'to a trench length of 72 feet.
As can be seen in the design drawings, the bottom of the
'trench will be at a relative elevation of 94.90, which is
only 5 feet higher than the bottom of the test hole. Due to
'the fact that a 16 foot test hole was dug in the northeast
courier of the lot, in 198¥~ by Wayne Henderson~ P.E. I would
like to use his test hole data to substantiate that there is
no bedrock to at least a depth of 16 feet. In addition, I
would like to utilize his percolation data to substantiate
the suitability of the soils outside the 30 foot radius of
my test hole. Based upon his test results, soils in the
northeast portion of the lot will percolate at a rate of ~0
minutes/inch. My design will be conservative assuming his
test data is accurate. It is reasonable to assume that his
test data is reasonably accurate, since the system installed
in 1985 lasted for 10 years~
Telephone - Fax 338-3246 · 8471 Brookridge Drive · Anchorage, Alaska 99504
2. LOCATION OF CLEAN-OUTS; The clean-outs normally
required immediately downstream from the septic tank have
not been provided, since they would not be functional for
this design. Instead, I have placed clean-outs so that
jetting can be done either to the septic tank, or the lift
station~
5. TOPOGRAPHY: The subject trench will be installed on a
slope which has a 26% grade. However, it is only about 10
feet up gradient from a slope which transitions to 55~. Due
alleviate this probZem, I will require that the contractor
add the soil removed from the trench excavation, and pZace
it in the 55~ slope area so as to re-grade it to
~ ' g i$ g lng to be abandoned. The subject
trench is looated~a flat spot which ponded during spring
runoff. The homeowners indicated that this ponding resulted
in water backing up into the septic tank and ultimately into
the basement floor drain; consequently, it is unsuitable for
future USe.
5. UNABLE TO LOCATE WELL ON LOT 6, BK 8: Records on file
at DHHS indicate that there is a well on the sub~ect
however, I was unable to locate it during my field
investigations~ The subject lot is undeveloped ~ith no
house, or septic system. Regardless, I have shown the
subject well w~re it is supposedly located, according to
DHHS records.
I am unaware of any impacts that this installation would
impose on adjacent wells, or septic systems. If you have
any question, please call me a 357-6179.
Sincerely,
Jeffrey A. Garness,
Owner/Consultant
Andrewl.WPS
: !
I
~VELL
Alaska Wa aste
"Preserving the
'i
Telephone- Fax 8'38;--.32'46`
PERFORMED FOR:
LEGAL DESCRIPTION:
Township, Range, Section:
5
6
7
8
9
10,
11
12
13
14
15
16
17,
18
19
20
~ · I o4, FoO
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IF YES, ATWHAT .
DEPTH?
neplhtoV/alerAIler Ig]p~ Oale: 7/~/~
i~0nilorlng?
Gross Net · Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER ~'1 // "
TEST RUN eETWEEN ~'~ ~TAND ~G.~ F~ '
72-D08 ~Rev. 4/85}
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Aflchora~e, Al,'~$ka 99501 264.4720
SOILS LOG - PERCOLATION TEST
PERCOLATION
TEST
5*LOPE $1TF PLAN -- '
_
/
9
10
11
12
13
15
18
lg
20
WAS GROUND WATER
£NCOUNT£RED~
IF YES. AT WHAT
DEPTH~
T,me B4/'1~/
Time 114,1~ Water JM.
~o /l' J I"
, ~
~ · ~"~_ . ~3EPARTMENT ~F'~ALTH & EN~0NMENTAL PRoTEcTION
'O ' ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
N-SITE SEWAGE DISPOSAl_ SYSTEM AND/OR WELL INSPECTION REPORT
"NAME
MAILING ADDRESS I ~ ~* J ~UPGRADE
LEGAL DESCRiPTiON
BEDROOMS
~ DISTANCE TO: I~ J Absorption area Dwelling " PERMITNO.
~ ~ ~ Mater~l No, of compartments
Liq. capacity in gallons
I O~O IF HOME.DE: ~ Inside length Width -- L~quid depth
~ ~ DISTANCE TO: Well Dwelling
~0~ PERMIT NO.
O ~ ~ Manufacturer
~ -- ~ Materi~(, Liquid capacity in gallons
~ ~ DISTANCE TO:
~ ~ ~ No, o~ lines Length of eoch line Total length o~ lines TFench ~d~h D~stance between lines
~ ~ ~ Top of tile to finish~ade Material beneath tile Total effective absorption area
Width
~ L~~ Depth PERMIT NO,
~ ~ Type of crib Crib dJameter
~ DIS~ We Building foundation ~-- -
j Class~ . ~ Depth Driller Distance to lot line PERMIT NO,
Building foundation Sewer line Septic tank Absorption area(s)
~ DISTANCE TO: ~+
OTHER
PIPE MATERIALS
SOl L TEST RATING
INSTALLER
~EMARKS
72-013 (Rev. 3/7~ I
F'ERM I T hi[)."
DATE ISSUED:-
AF'F'L I CANT
ADDRE. o,~ ,,
CONTACT F'Hi]N .F..
L. EGAL. DESCRIF':
LOT ,~ I ZE:
LO'T LC)CA'T ION:
MAX BEDROOMS:
DEF:'ARTHENT OF HEAI...TH AND ENVIRDx'IEN'TAL F'ROTECTION
8.~.,~ L STREET, ANCHORAGE, AK 9950
264-4720 '
85044 J.
071;24185
HERB DUNHAM
P 0 BOX 8757~.~2
WA]~3ILEA, AK 99687
268-88:1.9
SUBDIVISION: PARADISE VALI...EY
SECTION: ~.:1. TOWNSHIF': :[ 1N.
178'72 (SQ, FT, OR ACf~E,: )
PI.J~ff~IA DRIVE
:~;
LOT,', 7 BEC)Ch::: 8
RANGE:
L.:isted t:)el(~w at-e the options available t(:) you .in designing yOLIP septic
system. Cl"ioose the option that best fits youp si:re.
DEF:'TH 'TO PIPE BOTTOM (F:'T.)
GRAVEL DEF:'TH (FT,)
TOTAL DEPTH (F'T,)
GRAVEL WIDTH (FT.)
GRAVEL LENGTH (FT.)
GRAVEL VOLUME (CU. YDS. )
TANK SIZE (GAI....S)
SOIL RATING' (SQ.FT'.. /BR)
4.0 4.0
8. C) 3.5
1~.0 7.5
2'..5 . 5.0.
54~0 93;.0 ~:-
42.5 68.9
000,,0 ~.~ 1,000.,0 .~
287 287
~ GIRAVEL. I...EIqGTFI > 75 F'T. REQUIRES MULTIF'LE RUNS (NOT EXCEEDING 75 FT, EACH)
]"ANK MUST 'HAVE A'T LEAS¥ TWO COMF'ARTMF2NTS
~,, I am l'ami].J, ap with the pequJ. Pements f'cm ~n-site seweps and wells as set
Fopth by the Municipality of' Anchopage (MOA) and the State of' Alaska.
2., I will. install the system in accopdance with all MOA cctdes and pequlations,
and itl cc)mpliance with the design c:r'iCer-.,:i.a of' this per'mit.
I ~,~:i. tl adher'e {o all MOA and State of' Alaska Pequi~emen.Ls fop the set back
dis'Lance~ fPom any existing well, wastewatep disposal system ep public
sea, er'age system on this ~ any adjacen-~ ~P heat',by lot.
I under'stand that this .pePmi¢. is valid FoP a maximum c~f' 3 bedr'oems and
any en].ap~emer~t wJ. 1 1 pecluiee an addi'Lional
IF A L. IF]" STATION ]:S INSTALLED IN AN AREA COVERED BY MOA BLJILDZNG CODES.
THEN (~.) AN EI....EC"t"RICAL F'ERMIT AND INSPECTION MUST BE OBTAIIqED~ (;.) AS-BUILTS
WILL NOT }::~z AF'PROVED WITFIOUT AN ELECTRZCAL ~' c ........ '
.~N,)FEC] ION RIZPORT; AND (;~;) THE
ELE[;'TRICAL WORK MIJST BE DONE BY A LICENSED ELECTRiCiAN"
S I GNE D
APIZ'L I CANT:
· ISSLJED BY
~1[ RE D[JNHAM
ALASKA I n ROFIITII nTAL COFITROL
~n§in~'¢rin9 6 ~nuironmenlal Studies
June 14, 1985
Ron Olsen
6953 Warfield Place
Anchorage, Alaska 99502
Dear Mr. Olsen:
This is in regards to Paradise Valley Block 8, Lot 7o You recently
requested that AECS, InCo~ make a survey of the surrounding area to
determine whether or not it would be possible to install a septic system
on the lot while maintaining the proper separation distances from the
existing well on the lot and from neighboring wells and the stream°
A map is enclosed, showing all existing wells that are near Lot 7 and
also the stream. 100-150 foot well radii have been drawn in~ as well as
the area within 100 feet of the stream which must be avoided. As you
can see by the drawing, there is a good-sized area on your lot in which
a septic system can be installed. This area in within 10 feet of the
good soils test performed on Lot 7.
If I can be-of further assistance please do not hesitate to contact me
at the office°
Sincerely,
Approved:
Darcy ~evens
Engineering Geologist
~' '*: · ~ .,~J.~rd Avenue Suite
. " ~AGE, A~SKA 99503
"' , ph~e 276.136~
SHEET NO.- '"~//
OF--
CALCULATED BY_...~ - GO I~ ~)~-I~ DATE__/
CHECKED BY~
DATE ~
SCALE !; .30
....... ~
.............. s ~~-' - ., ~
: ............ : : I~'
3
)-'// 2 I~ 203
17
20,643o °
'9
24,48,4
I0
~0,599
',,,
5
524
17, 872
14 '.
19,339
13
20,118
I!
42,8~5
24,142
13
18,412
14
9
I I ~.-.,g , ' ~--[--JCteml
nation
..Wells
:Septic cleanouts
iStream
Area to build septic sys
33,86.7
33,8.=.1
17,
25,5~ 2
15
984
Jb
19,10!
23
I0
25,9?5
26,09
2~4,590
25¢626
P.C..x2~.~OX 6o,.,0"~'
ANCHORAGE, ALASKA 99502-0850
(907) 264~4111
TOF,'. Y KNOWLE,?
Ar "'OR
January 10, 1986
TO: Permit Applicant
Subject: Permit # 850001
Lot 7 Block 8 Paradise Valley Subdivision
DEPARTMENT OF HEALTH & HUMAN SERVICES
A permit issued by this Department for an individual well amd/or on-site
sewer system has expired as of December 31, 1985.
Permits are issued on a calendar year basis by authority of Municipal
Ordinance. A new permit must be obtained from this Department for any
well and/or on-site sewer system not installed by the expiration date.
If you have drilled the well, a well log needs to be sent to this
Department for documentatio~ of the installation and to close the permit°
If a private engineer inspected the installation of the on-site sewer system
the original as-built inspection report(three part form) must be sent to
this office for review and approval,and for documentation.
If there are any further questions, please call this office at 264-4720°
Sincerely,
Susan E. Oswalt
Program Manager
On-site Services
SEO/ljw
enc: Copy of Permit
......t"~c:'~::,"r J "FO F'![ F:'IiE.,.,,.., ,Y~n'r"r'r' ,,.., ,~"~ :"F:'r, ,, ,~ 4 ,, () 4.0
,~-,,:: .....D ...... ~ (F'T'.~ ..... U,,5
. -~.. LI ....... -', (F::'f'.) 12,,0 4.,, 5
,. ~ ....: ...... WIDTH (F:"t".) ': 5 ~;'¢ (':,
GRAVEL LI~:'NG]"H (F::T.) .... :/l (' /~-.? ,.-,
TANk. StZE f'::/~: : ~ '~ ,",'~" ,", -.'
..... ~,"', -..,.., ,' ~ ~ .. ,., ,, ,.... .~:.~-.}~. 't ~ OC)C) ,, ( )
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RF'PL. Z CF!NT:
F~[:,[.':, R E:E;S:
CONTF!E:T F'H Cd'.,i!.T:;:
LEGF:IL
LOT SIZ~:
HFI;:':; E',EI)fROOhi'.~.;:
L i:.T:;TED E',Ei:L.C$.i F::~i:;;% 'T'.,'-"!E: OF:'T'iEff-,tS RVFI
S'¢'_:';TEM. C:HOO:i~;E 'T'!qE( OF:'l" I r)N ThlF:Fi" BEST
!<:RT H"r' OL. SEN
G7'52 J.4Ri:,;:FLT. ELD F'L.
R i",i C H 0 F;: Fi G E., 'f::l~::; 99
;27' E;- ::i.. O :[. :1.
SL.i[3D 2[ 'v' i 'E; i Oi9: F'i"iDf::: Z ,~'.-% VF:ILLE2-/
:~.";E(3'T' i ON: ::[:1_ TO!.-'.iI~4SH I F':
.::. Z:,';.: Z'i;; ::
Z:
TO
]['T% ~'r'OILIt
DE!::'TH 'TO P Z F:'E BCiTT' Z i"! (F"T'." d.. 0
GRFIVE:L. [:'EFq"H '::F'T'. ::' :'3. 0
TOTRL DEPTH (F'T.) 'J..:2. 0
GF-:FI',/Ei.... i.41 [:'TH ':;I:::'T." ":' -
GF.:FiVEL LE.NOT'H (F"T'. ',
\
LOT: E L r'ju'3k:: :_--:
Fl
t!'.,i DESIGN NG '¢OUFR SEPTIC
S I TE.
/' ,~. u
/. 2.:...:. ~
..... 5. 0
/
!"IF'LE F.:UiqS ,:iNErT'
· - F'T. E:iFIF':H )
i C:E'.'RTIF'¢ THF:iT:
J... i FIH
F'OF;:TH E&'/ THE
2. i i.,.tLrL. L
&N!.') ! N
2. I W. tL.I...
!.,.IITH THE REQLI
t...ti'.~ I i~:: i F'FiL. i 'T'v' OF
THE S"/S'T'E]-'! t !'-,1
i:E i.,-!t"!"H THE rDE"E
FtL. i... HOF! F!i'.,!D
D!STFII'-,iCES F'I:;UZd"I R.i'v' E;,.:;iE;TZhiG i4E:L.L
SEi.,.!EF.':FIE~.E E;"r'STE:H t..~,l T'HIS OR F!b,i"d F
4. Z tJN[::,EFd;TI::Ii',ID 'T'HFFF~T,LItS F'iEFb~"tiT
Fi.i',! v' E'I'4L!::I.fl~:GE]"!!Zi",I"!" NIb\L. I:'4.:E!X;!LI i Fi:E: l:~ll",l
\
iF' R i...ZFT :.::';TFi"i"iCff',I .T.S :~LL..ED il",l FLN
THEN ':;~L) Rt"4 EL. ECTR I CRL FIND ! i",!SPEC"I
i,.!.i;LL blOT 13E Ri::'F't:;i:OVE!) T Ri",!
ELECTR t CI::iL !,.!OF'.I'::: E:E E',h.' FI
E; i GN E
RF'F'L.. i CFiI',IT ·. !<]':'IT'H'~ L.:ii
R Oi",I--SITE RND I,.iELL::i; FI:E; SET
(HOFi) F~ THE S'T'RT'E OF RL..FtSI.(Fi.
t.,.! I TH !;'!OFI C:O[:,E:S RN[.':, REC'iLILRTZ CS,IS.,
THiS PERMIT.
:tLP, SKR !EC!LIiREHEi'.C.T'S FOF.: THE SE']" BFICK
[:,ZSF'OSRL ::.Tv'STEH OR F:'UBL.iC.
'RCL:.hiT OR LOT.
:IL. ID
T I Ot:,!FiL PEF.:!'q Z T.
B'v' HEiR BUILDING CODES.,
BE OE:TR!NE[:,.~ (2.':, RS'--BI JILTS
:'EC'i" t ON REPORT.; FIND ,:: Z.-':.':, THIE
-~CTR Z C I F!.N.
F:'HCd'.4E: 56±-±E' S±
I.,.IITH THE .RE,.,_:~ ..... FOR IzIi".l/-.SI'l'E SEHERE; RNB', HELLS FIE; SET
IF'FILITh-'. OF' FIND TI31i~ S].'R]"E OF Ffl...FfSt-:::!::I.
THE: i;'.?STE:M FICCORL":,f:INCE/¢d. tTH THE CODES I-3N[:, HFI',,,'E F.E_.EI ,E[
-: ~...,.-r.- :IGRFIFI t::I]."FI~iCHHENTS I.,.IHtCFI IS F'FIF. tT OF THIEf
........ ~'-. FII".ID
/
THE '-'1'I_ -':'I""E_, , SENEF:: ,::O,::m=.~ ......... ~ MI:::I'¢ F,..'E.:~_ IF'E ENLHF.'.b,.:t' - -.r--..tc.N,- --I. IF TFIE
]: E E£,F' '.' ] i-'1'.S
F'ERi'"IZT F:IPF'L_iC:RNT tF~.:S THE
TFiE ii".ISTRLLFiTION :TIC",NS OF:'
]''FIE NUMBER OF RE Tt..ff:Fr' ]"HE
IF R LIFT S'Tf:iTION
L--.:E.' OBTFIINE[:,, F:IS-E',UI'LTS NOT DiE
REPORT. ]''HE ELECTF;:i CRL
,.-,.F __] ..hNT
.~.i2"'; Z E~ .I 1~. i T¥ TO I ~'.,tF _- F.J'"t F'EF.:SONNEL [:'UR i NG
,-'.~?,.J.-::, FtE:'JF~IC:ENT TQ TH I S F:'ROF'ERT"r' FIN[:'
Ni'LL ~ .... "':'
:,ER, E.
,~'N ELECTRICFIL F'ERMt].' FIND Ii",ISF'EC:TIf-N MLIST
,b.ii THOIjT F:IN ELECTRIL-:FtL I. NSF'EE:T i'CiN
.~E DONE: E:h" Fi L. T CENSE[:' EL.E_-:TR T (31 FIN.
/
F::ONF:tLD J CiLSEN /""
:I... i RI"1 .FRM I L
FOR:Tt-! Dh" THE HUN
2. i P.t!LL INSTFIL.
Ft E:OFW' OF THE
F'E F.'I"I I T.
2:. I UN[:'ER S ]'Ft!".ID
F.'ESIE:,Ei'.,ICE. ?F.., RE]-'iO[:,EL D TC', !NCLLIL":,E MORE "i?RFiN
...... t .... [:'[[::.-',CR I I::'T ! f-iN ..... SUE;E:' l ',,.: Z 5; :[ E4'.,i: F'F'~F:'F.[, 1' :SE: ',,,'F!LLE'-r' E:LF,Z:K: E: Li"iT: 7
LOT SIZE 8 E;(;:!. F'"I". TOHNSHII::': ..... RFINGE: .... SEF:TIC;N: -
..... ,::.. :: :.,:.-,
1
qI'" F~.'. ~ ?.,,It ES: ~......~ IE::, ~ :.'-..~ ]:: ~:~
L. ENG'FH = :;4.
TOTFiL [:,EP'I"H = t2.
.,,,.,,.,,E._ ~..,_:,-,,~ .- .::,. ~, F.~. \ 1', /
iSiRF:I'v'EL ',,,'C;LUME = . 42 5 C:L!. '¢1--:"::; - ~ ~\ /
......... , ........ :: ;: F,.' '- .-~ ..... ' .... /
, HN,.:.. ::, Z ,cE l., ,dldM. U
· ,.IDTH = 2'":4. ::~ Fl'
TOTFtL D. IZr"*: TI", .... -'5,.
LiRH~,,,:;.L ,,,O, = '4.2. E; L-:U. ','f-'."S.~. ' t x.,j /
TRNI< SIZE = ±., du~_~
~--.I~ % L-:,,,_E E L 1F..-:~ .% !f'-~ ii--- ~NE.~.L... E::,~
,'.I~:',=!-, = · t ~,~,: ?, ~,: % .~,
TF~TFiL. DEF'TH \ 7'. 8
1.3F:l":l",",:r'::l_. DEF';TI', ,.": 3:. 8 FT. ",,
,:~:,.:,VEL V,:,,_L,r.~E :t ,~:~. 4 CU. '.;~:,S. \ / / '
'ITINI< ~;IZE = \
....................... · -':'~,' ................................
I CEF.:T!F'"r' THFIT:
'~ Departmen[~ '{~i~-~ f~vl~~ ~rotection
', .'; 825 ~" Street, Anchorage, AK. x'~9501
Z > 264-4720
~'~( ~ ~ ~ HANDWRITTEN PERMIT ~ ~ ~ ~O~
Permit ~ ~b~[~ ;~ 0~'
Location: Phone Number:
Legal Description: (~ -7. ~ ~ ~:
Type of Soil Absorption System Is:
Trench: ~---~ainfield: Seepage Bed: Holding Tank:
Maximum Number of Bedrooms: B Soil Rating(sq.ft/br)
The Required Size of the Soil Absorption System Is:
DEPTH I-~'~ LENGTH ~'-/7/'! GRAVEL DEPTH--~' ' WIDTH
The length dimension is the length(in feet) of the trench or drainfield. The
depth of a 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).
* * REQUIRED SEPTIC(HOLDING) TANK SIZE = /~7 GALLONS * *
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.
* *' * TWO(2) INSPECTIONS ARE REQUIRED * * *
Backfilling of any system without final inspection and approval by this department
will be subject to prosecution.
Minimum distance between a well and any on-site sewage disposal system is 100 feet
for a private well or 150 to 200 feet from a public well depending upon the type
of public well. Minimum distance from a private well to a private sewer line
is 25 feet and to a community sewer line is 75 feet. Well logs are required
and must be returned to this department within 30 days of the well completion.
Other requirements may apply. Specifications and construction diagrams are
available to insure proper installation.
* * * PERMIT EXPIRES DECEMBER 31,
I certify that:
(1) I am 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 codes.
(3) I understand that the on-site sewer system may require enlargement if
the residence is remodeled to inc'lude moretha~3 bedrooms.
S igne~: Is sued
Applicant
Date:
SWP/024 (1/81)
~ ~r~vei~:~.c~.~-~' '~ ~s ~,",~,~ m~nnmu~-
residences that the
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG- PERCOLATION TEST
SOILS LOG
PERCOLATION
TEST
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SLOPE SITE PLAN
15
16
17
18
19
20
· COMMENTS ~
PERFORMED BY:
I I_lfol IJ I~J I
II .L i.14~1 I I I I I
/
:/
WAS GROUND WATER S
ENCOUNTERED? ~V~ k
O
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time /l~'~/ Time ~1~ Water ~; Drop
PERCOLATION RATE ,.~ O m 1'~>~4 · (minutes/inch)
TEST RUN BETWEEN '~ FT AND ~ FT
./
LOCATION OF WELL,':" :-(Pleoee complete either la, lb or lc.)
~'~--~'~ L'~i/) WATER WELL RECORD
STATE OF ALASKA
J~. DEPARTMENT OF NATURAL RESOURES
Divisio~ of Oeologicol ~ Geophysicol Surveys
Drilling Permit No.
,< D,STA.CE~;.~; t~;~A.D I.ECT;O~OM~.OAO tNTEBB.CTIONS '. ,, OWNEB OF W"LL,F~' ~.~ O~__~ ·
2 WELL LOG · Feet Below 4. WELL~EPTH= (final/ /5. D~TE OF COMPL~'TION
0 Irrigation 0 Re~harge 0 Commerl~al
' ~ Test Well ~ Other:
'' :' 8. CASING~ ~ Threaded ~ Welded
Equipment
_..,~ ~ A~ II. PUMPING LEVEL below land surfaoe and YIELD
~ ~ ~ ~ ~ ~ '~ Materiel: ~Neat Cement ~ Other:
0 Subm. 0 Jcl 0 Centriflca ~ O,her
'7
16, WATER WELL GONTRACTOR'S CERTIFICATIO~:
~ , . , . , i5. Wafer Temperature , o 0 F 0 C
~ Registered B~sine~Nome ~' / Contract k~en~e Number
Date:
To:
From:
Subj ec t:
Municipality
Depar~men~
of Anchorage
of Public Works
Memorandum
October 26, 1988
Susan Oswalt, DHHS
Rick Harvey, CE II, 786-8123
1988 District 7 LRSA Street Improvements, 88-25
South Goldenview LRSA Street Improvements
Romania Drive Street Improvements & Septic Encroachment
The design engineer and I measured the distances from the edge of
the existing road to .the septic systems. The engineer then plotted
this information along with limits of construction on the plan. As
you can see on the plan, the proposed construction limits should not~/~
extend beyond the property lines on lots 18 thru 20.fThe
construction limits may meet the property line on lot 17 and extend
several feet onto lot 16. We are lowering the grade of Romania Drive
at South Goldenview Drive. This wilt be done to insure the
intersection grades meet standards. As a result, the top of_9_~h~cut
slope will extend onto 1o~ and 2 _n~rth of the intersection.
Please review this informatio~nd C~ll if you h~ve any concerns. We
can arrange a field trip if you desire.
Also attached, for your information, is a letter I mailed to Jim
Putman, Joe Evans and Je~les Barnett answering questions raised at a
Community Council meeting.
WRH
October 17, 1988
Mr. Jim Putman, Chairman
Rabbit Creek Community Council
16411 St. James Circle
Anchoraoe, Alaska 99516
Dear Jim:
1988 District 7 Street Improvements, 88-25
Impact of Proposed Construction on Romania Drive Stream
Classification and Crushed Recycled Asphalt Base Course
I want to provide you and the Council answers to two of the
questions raised at the Community Council Meetin0 held on October
13, 1988:
Romania Drive Stream Classification: Discussions with DJ31C
and HHS r~vealed that the water flowin0 down the north side
of Romania Drive,. from Spain Drive to Goldenview Drive, is
classified as a stream. Hence, all septic systems along the
north side are now subject to the 100 foot setback require-
ment from the ditch.
How does this effect our proposed street rebuilding project?
Addino water to this ditch system, from whatever source,
will not affect its classification. It is already
classified as a stream.
We will investi0ate the existino conditions and endeavor -
to design the project such that the ,~ew ditch will not
make now conformin9 septic systems nonconforming.
Recycled Crushed Asphalt (RCA): Attached is a description of
the surfacing material and its advantages. The DOT/Pr
installed the RCA last year with desirable resnlhs. We
installed RCA this July and it has performed as exp,zcted. We
currently believe the RCA will reduce maintenance costs and
help reduce the dust problems in the LRSA's. However, we
reserve final judgment until this time in 1990. If you wish
more information concerning the RCA please call our soils
En~qinoer, [.~ike Krue.qer, at 786-8153.
Jim Putnam
October 17, 1988
Page 2
Thanks for an informative meeting and I look forward to working
with you in the future.
Sincerely,
William R. Harvey, P.E., C.E. II
Project Manager
Engineering Division
WRH/vx. pmt
6/ew/~.~r h9
cc:
File
Joe Evans, Assemblyman
James Barnett, Assemblyman
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
Parcel I.D.#
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
O,~ t '~ ~.'-~ HAA # ~ (~oi
GENERAL INFORMATION
Complete legal description
Locatib&'(site address or directions)
'Propert~;:Ow~er'" I~\VF /~0fT-~-~
Mailing-address,., !~ ~:x,~l~.
Lending agency .', ,,
'Mailing address ' ~' /'*'
'
Agent
Address /V//~
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS:
Day phone
b,~cc GE- FoWz~~rz'o~-° -r~ ~e.~e~
Day phone
Day phone
TYPE OF WATER SUPPLY:
Individual well
Community well
NOTE:
Public water
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
NOTE:
Public sewer
If community wastewater system, provide written confirmation from State ADEC
attesfing to the legality and status of system.
72-025 (Rev. 1/91) Front MOA #21
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by rny 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 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 in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
NameofFirm ~Ua~ ~JC~-~--P--~ oj~r~q'6u3~.~-__.~ .~vcs Phone
Address, q~ z~-/I ~-------~// 4--~, /%~_.
Engineers signature . /~~~ ~ -- Date
DHHS ~IGNATURE
///~ Approved for
bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the following stipulations:
By:
Additional Comments Note: The w¢ll for this property meets existing
State and Municipal Codes. There are nitrates present. It is
~e~t *h~a periodic *~*~ ~ ~~a ~ ~,,~ .h~ ,.~!!s
continued suitability. Nitrate concentration is 5.61 mg/1. EPA
~concen~raLiOn is lO.O. ~-/I.
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 engineeYs work.
72-025 (Rev. 1/91) Back MOAF2~
Municipality of Anchorage
Dep~rtment of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Parcel I.D.
Legal Description: LOT '7,) ~,V-, ~
A, WELL DATA
Well type
Log present (Y/N)
Total depth ~-,~'~
Sanitary seal (Y/N) ~,~-~
If A, B, or C, attach ADEC letter.
Date completed
Cased to __
ADEC water system number
.~//.~--'/~c" Driller
~ '~ Casing height '~ ~,~
k, .~V~N~CI?ALJTY OF ANCHORAGE
Wires properly protected (Y/N) ~;~-~_ .......... ccD~/~(-~ nlvlSiON
FROM WELL LOG
Date of test ~'fl
Static water level
Well flow
Pump level
SEPARATION DISTANCES FROM WELL TO:
!
Septic/holding tank on lot
Absorption field on lot ~ J (g~' /
Public sewer main
g.p.m.
Sewer service line
AT INSPECTION
AUG 2 4. 199~
; On adjacent lots
On adjacent lots
Public sewer manhole/cleanout
Petroleum tank /~&,.
WATER SAMPLE RESULTS:
Coliform ~ Nitrate
Date of sample: a/~'/
/.
~"' ~ ! ~'~/~ Other bacteria
Collected by: ~'0~'~(24~ "(~ ~L~T "TOP
B. SEPTIC/HOLDING TANK DATA
Date installed ~/~ ~ Tank size | 000 Compartments ~--'
Cleanouts (Y/N) ~' : Foundation cleanout (Y/N) ¥~---~ Depression (Y/N) ,,JO
High water alarm (Y/N) .~ Alarm teSted (Y/N)
Date of pumping ~/c:)' /c]' ~'~ Pumper ' A
SEPARATION DISTANCES FROM §EPTIC/HOLDING TANK TO:
Well(s) on lot ' ~ LOO~''' ~; Onadjacentlots '~ IO O
Topropertyline ' ~' ~"O~' Absorptionfield'~ J"7' /
Surface water/drainage N t/3r
Foundation .~....~, ~_-r~-'~- ~u~-,~D...~
Water main/service line ~0 ~
72-026 (Rev. 7/91) Front CONTINUED ON BACK PAGE
C. LIFT STATION l',J~;-~ L~I~-~I~ .~,l-i"~d"-'~),.,~ It4~~ ~/~ ~ ~.0.~
D~ Manufacturer I ~ ~O~
Size in gallon~ Manhole/Ac~~
Vent (Y/N) ~~~p on" lev~ "Pump off" level at
High water alarm leve~~~ ~ Cycles tested ~/~
M~ectrical codes (Y/N)
SEPARATION DISTANCE FROM LIFT STATION TO:
/
~>
Well on lot IOO On adjacent lots
Surface water
D. ABSORPTION FIELD DATA
Date ~ / '~ Soil rating · 4~ System type ~O~
Length ~~.~~ ~ Gravel thickness Total depth
Total absorption area ~~ Cleanoutspresent(Y/N) ~O -- t~
Depression over field (Y/N) ~0 ~
Results (pass/fail) p~ S~ ~ for ~ ~.~ms
Peroxide treatment (past 12 months)(Y/N) ~/~ If yes, give date ~/~
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Wellon lot -~
To building foundation
On adjacent iots"~
Surface water
Curtain drain __
Onadjacentlots '~ IO~..~ Propertyline '~
To existing or abandoned system on lot
Cutbank ~D'~'/ Water main/service line >lOt
Driveway, parking/vehicle storage area 1 3
E. ENGINEER'S CERTIFICATION
/ certify that / have checked, v~orc~formed to a//MOA and HAA guidelines in effect on the date of this inspection.
s ..
E n g i n e e r,s N a mm e/~..~/~C~-(L~.E.~
Date
HAA Fee $
Date of Payment
Receipt Number
Waiver Fee: $
Date of Payment
Receipt Number
72-026 (Rev 3/91) Back MOA 21
Alaska Water & Wastewater Services
"Preserving the Last Frontier"
MEMO
~ ~558-5246
DATE:
TO:
~, o./4 DI4.P,-
COMPANY:
SUBJECT
NUMBER OF PAGES:
(Including Cover)
MESSAGE:
8471 Brookridge Drive · Anchorage, Alaska 99504 ,. Telephone: (907)337'-6179
,...:~ ,. ~:,!~. %,~. - . . , .~,~.,,,
.... ~"~',',;,'~,,.-'~.',, ;"' ,'.'.' " "-~.~;Y.,~4~:;"-""':' ,
C~ & ~NVIRON~NTA~ ~NG~EE~ING * F, NE~GY CON~RVA~ON &
14530 ECHO
TIIEODORI: F. MOoIIE, ILl,;. Ju~e I~, [993 ~CHORAGE~ ~KA 99516
PH: (907) 3~5-1355
Mike and lacqueline Andrews
6116 Austria Drive
Anchorage. AK 99516
Dear Mr. and Mrs. Andrews:
Per the request of Elaine Bales at Vista Real Est. ate, on June 15 we conducted adequacy test,s of the
water su ly and wastewater disposal system, s ,servmj~ ygur residence on Lot 7, Block 8, Par~tdis.e Valley
,, ~ , ~P..,P .- ,,.'~ -~.,-~ ~ ,,~,.,~* Mumcmal criteria for issuance of a.'H~al~:'A..u,:thority A,,ppro. val ;;,
~1~, w'nlle ~e Well m auy:'..lu.a[~ ~u ..v...~ ,r ' ' ' ' ' ' ' ' "SurCBar e_Xl '
(HAA) certificate, I regret to reform you that the wa. st, ewater' di.sposal sy.st.e.m xs. op.eratXng m a. g
condition, ~d.thus is not.adequate in terms of Mummpal criteria. Tile tallowing xs a report or our test
procedures and findings,
Accordin to the driller's log, the well was completed in March of 1985 and.ha.s a total de.p.t.h of, 25.0
.... ,dj ~c .-~ ----: Tha Well casin~ iS uerforated between 55. and 61 feet ~low_grouna. lever, un
st: 'at fee [ow of cas g, or
our test we umped a total of 726 gallons o,f water from the well at an average pump rate of 3,8
-. - P} -,: ..... ,~-~ :-o~,~e the easm~, to be drawn down to 57 feet, but.ne.further.. B.ased on our
Munici al criteria :o pp .g .
-. P , "~'^ --" .... ~' water vnthin a 4 hour oenod, The relatively slow pu.mp rat~ m~y. be .
aole to suppty t.~u g~.~v~)~ ,.,, . omin clo ed. Water samples collectect on June
attributable to a filter msxde the residence gradu~y [~c g . gg .......
14 are st/il being processed at the lab, and we wsll forward the mtrate and bacteria resuRs when avaname.
A<ording to the as-buLlt inspection report on fLle at the Muni. eip.~ealth Department: ~e2vaste.w. at~.
dis osaI s ,stem was installed in August of, 1985, and consists et a iuuo gallon septic tan~ rottowext oy
. P, - ~' c ;: ot-,~,-,,-~-,~i,-,n trane, h containxnff 8 feet of sewer gravel. The trench :s very d. eep .and the
llne;u :eet o~ so:, ,~,o.~. ........... : .- - ,.':' -,.-,- ........ ,.t ,,.,~vt,1 do. nth To assess the aclecluacy or
niter tube does not a pear to go. t.o m%~ottom o: .m,e ~ep?,t,.. <.:: .... ~.7:'~.~ ,,..:J ~ .... ~ :. ,-~,,
~o ........ ,,. ~,, ,~,,~n{~Frecl o it' les et water into tile system, wnno m~ ora~.or~g :.u,~u **v.,,o ,, ,,~
ut, o,',~u, ................. .:urn It . , o: water was gteu.
,,~lc '~nd in the soft absorption system standpipes, hero.re, al,runs a.nd af.te.r me. xm...w ...... ,___x
Th initial fluid i:lepth in the Septic tank was 53 .roches (vs,~.a typ3c, a:t.. wor__~ p. ......... ,.
e orator tube at the end of the trench was 24 roches. The actm~on of ;zuu gmmns oz wa:er mxeclly
Ce m ' - .............. .~ ^f,he txench caused ~e fired level there to r[~e 4.5 inches and Ln
tile fflorlitor tube at tile CiOWg~L~nz o~u u u,
the septic tank to rise 2 inches. After tl~e flow of water was stopped the fluid level,% even in this
char ed condkion, receded at a very slow rate, corresponding to a daily absorptmn rate of
sm: .g · '*~ --"--~ -er da.', Based on oar test dam, we concluded that the system .would.hays. to
.app o ,' . .Y .... ~- ,__ __~ ...... + .... ~,, for a HAA certificate, The tlc=out at .the eno or me
m upgraaea eerore ¢ w~%u[a ~e, uue%u,~ ~,,"t~,/' ,,¢,1,,,. ,~nnlr~.d 100 et. so would requ~e a waiver
' ' ' x, from tile we~./ms[~,..... ...... -~ ....... re. _ , _
ex~stmg trenc, h. 3s omy v~ :e.e,t ..... , ..... :o ~n^, ,Inan the system did not vass :ts adequacy test,
before it could be approves, ou~ me ~u~, ................ .___
Because. of site constraints, upgrading the waste..wa.ter disposal system may. ngt ~ m., .easy task:_.In
order to determine whether or not a conventional so![ at>so~tion system upgracte ~$ teasmxe, it
necessary to fi.fsi bring in a backhoe and conduct sods tests m the desired upgrade area. Based on th:s
................ :~, .... ,~rade could be desiened and bids obtained from potentiaI, conu'.a?tors,
i~r'et~arr~LT;'resm'e~;r~l~;:::::uch that I would b~ unable to un.d,:rtake tl:e soils analys,s anc~
work until much later in the summer, i.f at all this year. Therefore I recommend that you obtain the ', c
services of ~other competent engineer who can mov~ forward with th~ p~oj~t ~fo~ ~ te~
~sacfion is completed, ,~
h conducing ~ ad~u~y ~st ~e at~mp: w provide ~ ~owugh, consoien~ous ~n~ng
encountered at ~e ~e of ~e ~st~ ~d ~ sensation dzs~ce~ =~ meas~ to ready
feazes. Septic systems do d~n~a~ over ~o. and ~ven sat~sfaoto~ est results do not ~=~t~
po~o~an~ of ~e $ys~m under different oondltions, nor do ~h~y gu=anteo ~at ~ere ~ no hidden
dd~= or end~achments.
Please feel ~e to give me a o~ ii you have my questions on ~is
CC: Ela/ne Bales, Vista - by FAX
Sinc,rely,
Ted Moor~, PiE.
Met r tx : WATW. lR
ANOHO~AO~. A~t 9~
Sample Remazk~.:' RO~INE SAMPLE COLLECTED BY: CUI~[S.
WORE O=der :6935i
Re~o~t Completed
Technical D~Z'ector:~TE:PH~N R~l~ed ~y
·" QC Ait.owable [xt., Anal
UA Unavailabl~
Bee Special ~truct[ons A~Ve 'NA = Not
Second~ry dilution, ..
~NVIRONMENTAL S~{RVICEE, IN ALASKA, O-0[ORAOO, UTAH. ILLINOI,c;.' OHIO, MA~'/LA,t~D, WBST VIR(~INIA, NEW JE~4~: -:Y. ~:OLITH C, AROL;'
IONMENTA
r~' Date
Business
'.~.: ,
Other [] ~: (explain);
nfirmati,
'vat on;
~IGINEERING FIRM PROVIDll INSPECTIONS, TESTS, F LE SEARCH, D~ · AND INFORMAT ON
cedified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health
)r0val 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 fudher verify that based on the information obtained
Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or
;posal system is in con; pliance with all Municipal and State codes, ordinances, and regulations in effect on
'~ ": the date of this inspection.
Name of Firm /,-'-~ '¢- J---J_~6¢/,~ Telephone ~_'~¢(--
Address /0~/~/
Date u~'/j'' /~
DHEP APPROVAL
Approved for "/"h"~-~...,'~ bedroom~ by ~ ~''
Approved ~ Disapproved Conditional
Terms of Conditional Approval
Date
)f'Anchors
issues. Health Authority
~ndent professional
Iomes and their lending
)ections or
issmns in the
DEPT, OF HEALTH &
~" ENVIRONMENTAL PROTECTION
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA) ? ~ {~ 2 /~ 'tgBJ~_
CHECKLIST - FEBRUARY 1984
264-4720
LegalDescripti0n: ~4q
WELL DATA
Well Classification
Well Log Present (Y/N)
Total Depth ~'~ ~ Cased to
Static Water Level
Casing Height Above Ground
Electrical Wiring in Conduit (Y/N)
Separation Distances from Well:
To Septic/Holding Tank on Lot
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line
Cleanout/Manhole
Water Sample Collected by
Water Sample Test Results
Comments
IfA, B, C, D.E.C. Approved (Y/N)
Date Completed (~-~, ~~5'- Yield
Depth of Grouting
Pump Set At
/~"/' iN'. Sanitary Seal on Casing (Y/N)
Y Depression Around Wellhead (Y/N)
; On Adjoining Lots
~¢O1~ ; On Adjoining Lots
To Nearest Public Sewer
To Nearest Sewer Service Line on Lot
;Date '~-~ ~¢-,
Y
B. SEPTIC/HOLDING TANK DATA
Date installed
Standpipes (Y/N) ~ Air-tight Caps (Y/N)
Depression over Tank (Y/N) ¢&/'
Pumping/Maintenance Contract on File (Y/N)
Holding Tank High-Water Alarm (Y/N)
Separation Distances from Septic/Holding Tank:
Size 1~ No. of Compartments
Foundation Cleanout (Y/N)
Date Last Pumped
· for
Temporary Holding Tank Permit (Y/N)
To Water-Supply Well t/~
To Property Line /~¢-
To Water Main/Service Line ~
Course
To Building Foundation ~ -5"/~'~¢.~/~0,~
To Disposal Field /~)
To Stream, Pond, Lake, or Major Drainage
Comments
Page 1 of 2
72-026(11/84)
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed
Width of Field
Square Feet of Absorption Area
Depression over Field (Y/N)
Results of Last Adequacy Test
Type of System Design
Length of Field ,,,~'"~
Depth of Field /z/ ~ ..~,~
Gravel Bed Thickness L~'-~
Standpipes Present (Y/N)
Date of Last Adequacy Test
Separation Distance from Absorption Field:
To Water-Supply Well
To Building Foundation
To Property Line m,~-(D'¢c
To Existing or Abandoned System on
Lot
To Water Main/Service Line "'---'"
To Stream/Pond/Lake/or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Comments
; On Adjoining Lots 2Q,~"'/-
To Cutbank (if present)
Date Installed ~ Dimensions _
Size in Gallons %_ Manhole/Access (Y/_~"'"'~ ....
"H~;~Pw~;'i ~lmatLevel at -""'"'""~~1 ats/ -'"'-.-.,_Vent (Y/N) --__--__--__~
Tested for j~ P~s during Adequacy Test. Meets MOA
** Check Permitted Bedroom Rating Against HAA Request **
I certify that. I have checked, v. edfied, or conformed to,~ll MOA and HAA guidelines in effect on the date of this inspection.
Signed '~..]ltJ~... ~~ Date ~.~Z-~.. )- /~/~'~
Company~>~:£ ~6¢.,~0,~ MOA No. ;~"(J~-~'- 22
Receipt No. _ "~2
Date of Payment
Amount: $ ~ ,~ ~*~ ~':~ ' %~ ~ ~ Engineer's Seal
It is th~ responsibility of the owner to determine
the existence of-any easements,'covenants, or re-.
strictions which'do not'appear on'the'recorded'sub~.'
· . · . ..
division p~aC. Udde~ no cff~cumstances, should any ". ~' · . . ..~~ .;,.,.
data he,eon be used ~o~ cons~uc~on.'o~ ¢o~ es~ab- ~...NOTE · -' ' .
. ... ' ~EASE~ENTS OF RECORD, OTHER THAN ~OSE
lishing boundary or fence lines. The suEveyor takes ;'. s~ow~ ONT~R~CORDEDP~, ARE'.NOT,
responsibfli.~y foFthe initial g~ansacti, on only', ~ .,s~o~ ~m[o~ ....... .-..
LOT '7 - BLOCK ~ :
ANCHORAGE R'ECORDIN~ DISTRICT
PREPAR~ED" BY:; DOWLING . & ASSOCIATES
804 EAST 15th Ave. Suite 2
ANOHORAG.E~ AI'.ASKA 9950l
BP.ASS CAP HONU~ENT L ................. *. ; r.
0 IRON PiPE
~ REBAR PP.OP..COP..FND '*':' .... ;*.'* . ;' '-; '* i~: '
[] HUB & TACK ..... t ..............
~EV/SION
, IWDR~,O~DSR: I~L~ ~00~<-'
I ~;,/~7 ~-~ -×~'