HomeMy WebLinkAboutLAMPERT ESTATES BLK 2 LT 4
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP241007
Work Type: Septic Upgrade
Tax Code Number: 05179105000
Site Legal Address: LAMPERT ESTATES BLK 2 LT 4 G:1459
Site Mailing Address: 22453 LAMPERT CIR, Chugiak
Owner: LORD REGINALD S & KAREN
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
Effective Date:
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
1 /23/2024
1 /22/2025
19800
❑ Private Well ❑ Water Storage
All construction shall 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 shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By: Date: _
Issued By: Date: Z `7'
3
MUNICIPALITY F ANCHORAGE
Community Development Department Phone:907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON -SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 051-791-05
Property owner(s) Reginald S & Karen Lord
Mailing address
Site address 22453 Lampert Circle
Day phone
Legal description (Sub'd., Block & Lot) Lampert Estates Block 2 Lot 4
Legal description (Township, Range & Section)
Lot Size 19,800 Sq. Ft. Number of Bedrooms
3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑X
Initial ❑
Single Family (SF) ❑X
Septic Tank
❑X
Upgrade ❑X
(w/wo ADU)
Holding Tank
ElRenewal
ElDuplex
(D) ❑
Privy
❑
Multiple Dwellings ❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
1 /4 2024.01.11
(Signature of property owner or authorized agent)
Permit/Rush Fees: 4515 Waiver Fees:
Date of Payment: /�17— LI Date of Payment:
Receipt Number: 0g6c, 1 G Receipt Number:
Permit No. 0.5 P Z y 100 7 Waiver No.
PermitApp_:-: ,_.,:c
Municipality of Anchorage
On -site Water and Wastewater
Pannone Engineering Services LLc
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panen&rak.com
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road
Anchorage, Alaska
Subject: Lampert Estates Block 2 Lot 4
Septic System Upgrade Permit Request
REVIEWED FOR CODE COMPUANCI
OSP241007, Curtis Townsend, 011231,
This is a design narrative for a permit to install a septic system upgrade on the subject property. The proposed
upgrade will serve a proposed 3-bedroom (3) house. This lot and surrounding lots are served by community well.
Currently, there are no wells within 200.0' of the proposed upgrade.
1. Soils:
A test hole was performed on this lot by Pannone Engineering Services, LLC on 12/20/2023. Groundwater was not
observed during the excavation of the test hole, and bedrock was not encountered. Groundwater was observed in
the test hole monitor tube after 7-days at a depth of 9.0' below ground surface. This groundwater reading shall be
adjusted by 2.0' per MoA Code. Based on the results of the percolation test and overall soils appearance an
application rate of 0.40 gpd/SF was used for the design of a conventional wastewater treatment system in the area
of the test hole.
2. Soil Absorption System Design.
a. See Sheet 1 of the design package.
b. Equipment may not track in the bottom of the proposed excavation. Drain rock shall be spread by hand
as needed if equipment cannot reach all areas of the excavation. Equipment may track on all side of the
excavation to spread drain rock as needed. Excavation of overburden shall be performed to eliminate
the need to track equipment through the excavation once the proposed depth of excavation is reached.
3. Surface Water:
There is no surface water within 100 feet of the proposed septic tank and drain field.
4. Topography:
See attached site plan for area topography. There are no slopes exceeding 25% less than 50ft from the proposed
drain field.
5. Drawing Markings: The Drawings are marked "For MOA Review Only". When written notification that the
review is complete and no further comments are received from MoA On -Site Department, the note will be removed
and "For Construction" drawings will be issued.
Mailing: P.O.Box 1807, Palmer, AK 99645
Telephone: (907) 745-8200 FAX: (907) 745-8201
The proposed installation will not affect the future development of this or the surrounding lots.
If you have any questions or concerns, please contact me at (907) 745-8200.
Sincerely,
vs T-;�- {7
Steven R. Pannone, P.E., F. ASCE
Owner/Civil Engineer
18 January 2024
Mailing: P.O.Box 1807, Palmer, AK 99645
Telephone: (907) 745-8200 FAX: (907) 745-8201
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MUNICIPALITY OF ANCHORAGE
DEPAR'fMENT OF HEALTH & ENVIRONMENTAl. PROTECTION
ENVIRONMENTAl. ENGINEERING IblVlSION
825 L Street - Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAl. SYSTEM AND/OR WELl_ INSPECTION REPORT
IPH~NE
MAILING ADDRESS
LEGAL DESCRIPTION
LOCAT,ON L z/ ~ 2 ~:
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No, of lines
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Length
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inches
NO, OF BEDROOM,~Sff
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Liquid capacity in gallons
PE ~NO
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Depth PERMIT NO.
Crib depth
Class Driller
DISTANCE TO: Building foundatic Sewer line
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PIPE MATERIALS
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REMARKS
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694-2774
Performed for:
Legal Description:
Depth (feet)
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& E ENC.,NEERING & DEVELC.
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
MENT CO.
Earl Ellis
SOIL LOG 688-2280
Name: ~//J~---. "',~////)'/ ~"////E-,~,~¢' ~-_j/~'~, Tel. No. ~ ~ ~
Mailing Address: ~r) ~O'x '~, ~a'-~ ~~ ~. ~--7
Soil Characteristics
15 Y~ ~ ~ % Ru~se,I L Oyster ~
Ground Water Encountered: Ye8 ~o. If yes, what depth
Proposed Installation: Seepage Pit__ Drain Field.
/
I
PLOT PLAN
PERC. TEST
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTFI & 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
1. GENERAL INFORMATION
Complete legal description
Location (site address or directions
Property owner
Mailing address
Lending agency
Mailing address
Agent
Address ~')~0 ~:~o /< ~ '7 /¢,2~ ~'~P/X~./~I
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS: ~
TYPE OF WATER SUPPLY:
Individual well
Community well
NOTE:
Day phone
Public water
If community well system, provide written confirmation from State ADEC attest--
lng 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
attesting to the legality and status of system.
72-025 (Rev. 1/91) Front MOA li21
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Legal Description:
Municipality of Anchorage
Department of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
A. WELL DATA
Well type
If A, B, or C, attach ADEC letter. ADEC water system number
Log present(Y/N)
Date completed Driller
Total depth Cased to Casing height
Sanitary seal (Y/N)
Wires properly protected (Y/N)
FROM WELL LOG
Date of test
Static water level
Well flow
Pump level
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot
Absorption field on lot
Public sewer main
Sewer service line
g.p.m.
AT INSPECTION
; On adjacent lots
; On adjacent lots
Public sewer manhole/oleanout
Petroleum tank
WATER SAMPLE RESULTS:
Coliform Nitrate
Other bacteria
Date of sample:
Collected by:
B. SEPTIC/HOLDING TANK DATA
f ~
Date installed '/J'7/~ ~
Cleanouts (Y/N)
High water alarm (Y/N)
Date of pumping
Tank size / ~¢'¢2 Compartments
Foundation cleanout (Y/N) b,-~, Depression (Y/N)
Alarm tested (Y/N)
Pumper
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot
To propertyline
Surface water/drainage
On adjacent lots
Absorption field
Foundation
Water main/service line
72-026 (Rev. 7/91) Front CONTINUED ON BACK PAGE
C. LIFT STATION
,'/~
Date installed
Size in gallons
Vent (Y/N)
High water alarm level
Meets MOA electrical codes (Y/N)
"Pump on" level at
Manufacturer
Manhole/Access (Y/N)
"Pump off" level at
Cycles tested
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot On adjacent lots
Surface water
D. ABSORPTION FIELD DATA
Date installed I/l'-l/~
Length -~-q Width
Total absorption area ~//,~
Depression over field (Y/N)
Results (pass/fail)
Peroxide treatment (past 12 months) (Y/N)
Soil rating
Gravel thickness
/ ~-/0 System type
~ Total depth
Cleanouts present (Y/N) '~,~ c,
Date of adequacy test ~'/'~
for
If yes, give date
bedrooms
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot ["'¢/,~. On adjacent lots /k'""//A Property line
To building foundation /'-//O ~ To existing or abandoned system on lot b////
On adjacent lots ,~ 0
~ Cutbank '~//;A Water main/service line
Surface water ~////-~, Driveway, parking/vehicle storage area
Curtain drain
E. ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect'on the date of this inspection.
HAA Fee $ //TZ) ,~)
Date of Payment
Receipt Number
72-026 (Rev. 3/91) Back MOA 21
Waiver Fee: $
Date of Payment
Receipt Number
203 WEST 15¥H, AYENIIE SUITE 206
ANCHORAGE~ ALASKA 99502-5904
SEPTIC SYSTEM ADEQUAP~Y TEST
LEGAl_:
LOCATION:
OWNER:
RESIDENCE:
WELl.:
SEPTIC SYSTEM:
S :i. I'"~ ~i;l :l. e.? F:' a rr, :i. ] y ~ 2 B e d r I::) I::) rn s
Cc)mm ". '.'. v I::'WS.'~P I 2:1143:1.
I::'R C)M MI..IN I C 11: F:'AI... R[:iiI] 0 R:[:) S: 3 B ed r' c:~o m S y s t em
'T'ANI<~ Ar~cl'~(::~rage "l"ank ~000 Gal. 'l"v~o C',c~mparts~
ABSORI:::'T ION SYSTEM~ 'l'r'ench
ABSORPTIOIxl AREh: zI.20 Sq,, Ft..
IIqSTAI.,L..A'I'I Olxl DA'TE: Jan. 17 ,~ :1.982
DATE OF LAS1' PUMPING: JR Feb. 6,~
DATE OF 'TEST:
TEST PROCEDURE: Sys't',em was :i. nspec't:ed and me~:,asurec:l. Tanl.:: was
'FC]L[Jr]Q w:i. th 2 ~:eet (:~'[: c::(:)ver and wi't:h a l:i. qu:i.d level o,f: 47 inches,,
Trencl"~ !s~l.tf'llp ~,~:~s 6 ,, 5 ~:~'.~,e.'.:,t deep w:i. th 33 i r-,c:hes e:).{: ~,~a't'.er. D:i. !?rt'.r :i. I::)t.t--,
tion p:i. pe ~/~as 24 :i. nc:hes above I::)(:)tt(:]m (::~'f sump.
2:]);20 (;;la].Zor'~s o'.f i::l~:?an v~at~,:)¥' was acl[:l[:~,(::I '~.'.o 'L'.he surnl::)
rate o.F (E) gpm ~.~hi ]. e 't:h(~:~ water 1 evel s i i"i the 't:al~k arid tho] sump
we[."~:, moni'[:c~red,, Th~:.) water' lew~CI. :in tl"~,~ '['.ank d:i.d n(:)'l: c:han~le,~ ~h:i.:l.e
the 1 ex,'e:,l :[n 't:.h[..~, sumt:) rose :1.0 incl's~:~s,, Wi thin 3?. minut, es a'~:ter
add:i, ng 'the:.., [~a~:(::~r' thl~? :l,~:~,v(~.:,l in 'tl"~e~ sump dropped 5,,5
2~z]. h(::~Lu'-~[~ '(]l"i~) ]. (:~ve]. had dropped an a(::l(:l:i. 't: i or'~a]. 6 ~. i"~ches,,
The tal~l< ~.~as I::)um[:)e):,d (::)n I:::'eb. 6. 'That (:~)w:~.)n:i, ng 'Ehe ~.u:~t.(~r :l.~:.~w?].
'Ehe sump ~as at 2~.~j :[l'~(::he~. [)y Feb 9 the ][eve]. had dropped
].y c)ver].oaded at '[:,h[~ I:)(>z~(;j:i. nn:Lng o-F the test.
TEST RESULT: This system meets 't:,he code r'~:)qu:i, remer'd:,s
the Heal 't:h arid Soc: :i. al. Set v:i. (::: es
Department (::)~: the I~lurli(::::[pal~.ty (:)~:
NBTE The c)l:~er'a't',:i, c~nal ]. :i..-F e:~, o.f al ]. se?pt J. c systems de:)l::)ends on tt"~
lo(:::al so:i. 1 condit:Lont~,; groundwater ].ovels that may ~:luctuate
dur:i.n~;] the year'~ and the ~ater usa~'le o.f the -~am:i.].y I::)e:J. ng
by the system. These c:c)rJd :L t :L (:]ns are outside the con't:.rol (:){: the
estimate o-f: how l(:)r~g this system will .furl(:::'[:iorl sa-l.:is,t:actc~ry
WALTER J. HICKEL, GOVERNOR
DEPT. OF ENVIRONMENTAL CONSERVATION
ANCHORAGE DISTRICT OFFICE
800 E. DIMOND BLVD., SUITE 3-470
ANCHORAGE, ALASKA 99503
(907) 349-7755
February 6, 1992
FOR: Tobben Spurkland
PWSlD Cf 211431
My review of the records on file in this office reveals that the Dawn Water Company Class
"A" Public Water System, is in compliance with the routine coliform bacteria sampling
requirements listed in Table C, and with the inorganic sampling requirements listed in
Table B of 18 AAC 80.200.
Sincerely,
Byron Roys
Environmental Engineer
BR/of