HomeMy WebLinkAboutGREENLAND BLK 6 LT 10Greenland
]Block 6
Lot 10
#015-171-27
MAi LiNG ADDR,~ss ..... ~ -¢,--~
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone264-4720
ON-SITE SEWAGE DISPOSAl. SYSTEM AND/OR WELL INSPECTIQN REPORT
PHON E
· ,-~UPG RADE
LEGALfDESCRIPTION
mT,ON
Wall ~ ,/~ ~ I Ab~ptio~';~- ~D~lling
~ ~ Manufacturer
~ ~ IF HOMEMADE:-- ~
~ ~ Liq. capacity in gallons ~ Inside length idth
~ ~ DISTANCE TO: ~Well Dwellin9
O ~ ~ Manufacturer
__D STANCE TO'. I ,.WE
No. of linos~ I Length of ea~:h line
TO-p~Io finish gr!de ~'/'--~
Length Width
Type of crib Crib diameter
'Total length of lines
/_
Depth
I Material
IkOn'To t tine
Tren~t~idt h
~ inches
inches
NO. O.~DROOMS
PERMIT NO.
No. of compartments
Liquid depth
PERMIT NO.
Liquid capacity in gallons
Crib depth
Well Building foundation Nearest tot line
DISTANCE TO:
Class Depth Driller Distance to lot line PERMIT NO.
DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s)
OTHER
PERMI~J~), l ~ ~ 0
Distance [)et~,~/~s ,
Total effec~veabsorption area
PERMIT NO.
Total effective absorp~on area
SOIL TEST RATING
INSTALLF~R
REMARKS ~ I
DATE
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GAAB HD I
GE TLR ANCHORAGE AREA BOROL q
DFPAFITMENT OF ENVIRONMENTAL QUALITY
3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL sYSrEM
MAILING
ADDRESS ~'~'/~'~
SEPTIC TANK:
DISTANCE! FROM WELL .~.,7,~--' / MATERIAL_ ~'~---.~"~="-- ---~-~-- NUMBER OF
COMPARTMENTS_
LIQUID CAPACITY~///~"~'~"~r'' GALLONS. INSIDE LENGTH INSIDE WIDTH DEPTtt____
SEEPAGE SYSTEM: SEEPAGE PiT: ~,.~G,~x:--'z"~2'~ ~-d'~,.~'~"'~'~.--'~'c,~"-,./~~
NUMBER OF PITS OUTSIDE DIAMETER OR W DTH~~, LENGTH~~DEPTH
LINING MATERIAL_ ~/~-~ .r~~. DISTANCE FROM WELT ~/~'~ , BUILDING FOUNDATION
.~.~s~ ~o~ ~,~. ~- ,o~ ~c~,w ~so~,~,o~ ~ (w~ ~ sa. ~,
TILE DRAIN FIELD:
DISTANCE FROM WELl FOUNDATION. , NEAREST I. Of LINE
NUMBER OF LINES ~E BETWEEN LINES ~'"X~TRENCH WIDTH
ABSOR~ ______SQ. FT. LENGTH OF EACH LINE
DEPIH: TOR OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE
TOTAL LENGTH
OF LINES
IN. TOTAL EFFECTIVE
IN. ABOVE TILE
~~.~/' D STANCE FROM
WELL: TYPE~~-~' , DEPTH .~-/ ", BUILDING FOUNDATION. /~ ~ WATER .~
SAMPLE , NEAREST
~--~ / NEAREST / .~ SEPTIC / SEEPAGE~ ~ ~ /
......SEWER LINE/~ TANK ~ SYoTEM_~;2~ CESSPOO//~ SOURCE~(;~¢/~ER' .~ -'
LOT
LINE
DIAGRAM OF SYSTEM
DISTANCES:
GREAI'ER ANCHORAGE AREA BORuUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3500 TUDOR ROAD POUCH 6-650
ANCHORAGE, ALASKA 99502
TELEPHONE 279-8686
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
NAME Of APPLICANT '- -- ¢/
INSTALLATION OF: SEPTIC TANK
TYPe AND SIZE OF FACILITY TO BE SERVED /
SOIL
COMPLETION DATE ANTICIPATED _
NOTe= THIS PERMIT I.S NOT VALID WITHOUT .SOIL TEST
FINAL IN.SPECTION: 24 HOUR NOTICE REQUIRED. BACKFILL. lNG OF ANY BY.STEM wrrHouT FINAL INSPECTION BY THE
HEALTH DEPARTMENT AUTHORITY WILL BE .SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE *//~)[¢1~' ('') TYPE
MINIMUM DI.STANCE.S, REQUIREMENT.S
FOUNDATION TO SEPTIC TANK
SEPTIC TANK TO SEEPAGE Pit WALL
SEPTIC TANK '~ , SEEPAGE Pit
tO NEAREST LOT LINE.
DRAIN FIELD
DRAIN FIELD /r [~ /
SEPTIC TANK, , seEPAGE PIT
, DRAIN FIELD
· DRAIN FIELD
!
SEEPAGE PIT
., DRAIN FIELD
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIBCROSSING GAP OF
EXCAVATION B FEET INTO UNDISTURBED BOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
HEALTH AUTHORITY
LICENSED DESIGNER
DIAGRAM OF .BY.STEM
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCR[B SYSTEM IS IN ACCORDANCE WITH SAID CODE. /~E)
DATE :? ~ SIGNATURE .... , ' /'-~ '¢~ /~'~~:
Perfoz,med For. Alaska Cbnstruction Enterprises k'~e Per.i,o~'med 8/30/71
..... - '~;- ' Greenland
T~:.i.s Form RaDOFt: ~::: :~Ot ; :,;",[ X
Gray & tan sand & silt
mix (ML)
Gray silty fine sand (SM)5¢.~,..~
Gr~y sand (SP)
8~
i0--
12~
14-'-
16~
Was gpound i,Jaler Eneountez,ed? no
t
i)e r>'c ?~ qz
· - ,., o.,: Pit
2.2~e ~!t of drainage area is
tzle set from ~ a ~ ~ - . . .....
/.o uo zo aee
Tesl Per fopmed
,~: R. E. Carlisle
Data Certified ky:National?~e~.s~i~n~g~.S~e.~rv~i~.~e~s~ Inc.
Date:
GREAIER ANCHORAGE AREA BOROUGH'
DEPARTMENT OF ENVIRONMENTAL QUALITY
3500 TUDOR ROAD
ANCHORAGE, ALASKA 99507
279-8686
DATE RECEIVED:
1. APPROVAL REQUESTED BY:
ADDRESS: ,~C, ~ F7 Z/z
INSPECT:
TIME:
REQUEST FOR APPROVAL OF
INDIVI'DUAL SEWER AND WATER FACILITIES
FOR
PROPERTY OWNER: {~/'~;(/. PHONE: ~,~
TYPE FACILITY TO BE INSPECTED:
NUMBER OF BEDROOMS:
WELL DATA:
A. TYPE__ ('.i;,%L-~-( ~;C'/
B. DEPTH '-'[1'
C. SIZE
D. CONSTRUCTION
E. BACTERIAL ANALYSIS
SEWAGE DISPOSAL SYSTEM:
SEPTIC TANK (IF HOMEMADE, SHOW DIAGRAM ON BACK)
SiZE
2. AGE ICI7'1
4. INSTALLER
APPROVAL REQUEST FOR SEWER & WATER FACILITIES
PAGE TWO
SEEPAGE PIT
~. SIZE ~;'~ ~/< ~:' L._;' '~-
DISPOSAL FIELD
1. NUM~B~:.R OF LINES
2. TOTALX'~k NGTH
REQUIRED MEASUREMENTS
A. WELL TO SEPTIC TANK
B WELL TO SEEPAGE PIT
WELL TO SEWER LINE
WELL TO PROPERTY LINE
E
F
G
H.
WELL TO OTHER POSSIBLE CONTAMINATION
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT '2~ / /
SEEPAGE PIT TO PROPERTY LINE
8. COMMENTS:
DATE: ///'"- ,/~"'"""7/ DATE:
APPROVAL VALID FOR ONE YEAR FROM DATE SIGNED.
GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY
• Municipality of Anchora e
On -Site Water and Wastewater Program J i'uV o LDIS
(907) 343-7904 \\
Parcel I.D. 015-171-27
Certificate of On -Site. Systems Ap
Expiration Date: Z _ Q -
1. GENERAL INFORMATION
Complete legal description Greenland, Block Ib, Lot _10
Location (site address)
4701 E 115th Ave.
Current Property owner(s) Norman & Mary Brault Day phone
Mailing address
Real Estate Agent
4701 E 115th Ave. Anchorage, AK 99516
2. TYPE OF DWELLING:
Fx� Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
Day phone
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
El
Individual
0
Individual Water Storage
❑
Holding Tank
❑
Community Class Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
Waiver/Variance request for:,
I
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ 572- G • d o// Waiver Fee $
Date of Payment // - Z — /r Date of Payment
Receipt Number ci S/y Receipt Number
COSA # S��/-5— Z 1i Waiver #
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, based on procedures outlined
in the Certificate of On=Site-Systks 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(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at
the time of installation.
In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA
guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test,
and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil
condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions
are outside the Control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future
performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty
for future performance, nor can we estimate remaining life of the system. The content of this report is forthesole benefitofthe owner listed
above.
Name of Firm Pannone Engineering Services LLC
Address P.O. Box 100217, Anchorage Ak. 99510
Engineer's Printed Name Steven R Pannone
6. DSD SIGNATURE
System #1 Approved for __q__ bedrooms
System #2 Approved for bedrooms
Disapproved
Phone (907)272-8218
Date 11/1/2016
Sti R. arinone
i.
CE -8149
r
Conditional approval for bedrooms, with the following stipulations:
Original Certificate Date: //-y-/,
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue Sheet—E ,.
If more than 1 septic system is on the lot:
COSA Checklist # of
Structure served by this system .r
Certificate of On -Site Systems Approval Checklist
Legal Description: Greenland, Block 2, Lot 10
A. WELL DATA jf Ve_ -�Z ed 6� e'b`. __,x1
Well type Private If A, B, or C provide PWSID #
Date completed Unknown. Sanitary seal (YIN)
Total depth un n ft: Cased to unknown ft.
5� FROM WELL LOG
Date of test
Unknown
Static water level Unknown
Well production Unknown
WATER SAMPLE RESULTS:
ft.
09df1Ll
Coliform Neg colonies/100 mL Nitrate 1.78 mg/L
Arsenic ND ug/L Date of sample: 10/10/2016
Parcel ID: 015=171-27
Well Log (Y/Ni N
Wires properly protected (Y/N) Y
Casing height (above ground) 12+ in.
AT INSPECTION
10/10/2016
35 ft.
4.8+ g.p.m.
Collected by: PES
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Septic/Steel Date installed 9/3/1971
Tank size 1 ,724 gal. Number of Compartments 1_ Cleanout�s (YIN) Y
Foundation cleanout (Y/N) .Y Depression over tank (YIN) N High water alarm (YIN) N
Date of pumping 9/19/2016 Pumper Isaacs Pumping Service
C. ABSORPTION FIELD DATA
a'senee-9i3nw* 2 2 210 SF/BR Deep Trench -Crib
Date installed Soil rating (g.p.d./ft or ft /bdrm) System type
Length 47-27/20 ft. Width 3-23/28 ft. Gravel below pipe 7-9 ft.
Total depth 9'z ft. Eff. absorption area 630-982 ft2 Monitoring tube Y Depression over field N
Date of adequacy test 10/10/2016 Results (Pass/Fail) Pass For 4 bedrooms .
Fluid depth in absorption field before test 0-0 in. Water added 624 gal. New depth 47-0 in.
Elapsed Time: 130 min. Final fluid depth 0-0 in. Absorption rate >= 600+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (YIN & type) No If yes, give -date
0
D. LIFT STATION
Date installed Size in gallons Manhole/Access (Y/N)
"Pump on" level at in. "Pump off' level at-. in. High water alarm level at'
Datum . Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot 50+* On adjacent lots 100+
Absorption field on lot 100+ On adjacent lots 100+
Public sewer main 75+Public sewer manhdle7c7eandut 100+ :.
Sewer /septic service line 25+ Holding tank 100+
Animal containment areas 50+ _ Manure/animal excrete storage areas 100+
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5+ Property line 5+ Absorption field 5+
Water main - 10+ -1 Water service line 10+ Surface water 100+
Wells on adjacent lots 100+
ABSORPTION FIELD ON LOT TO:
Property line 10+ Building foundation 10+ Water main 10+
Water Service line 10+ Surface water 100+ Driveway, parking/vehicle storage 110+
Curtain drain 50+ Wells on adjacent lots 100+
F. COMMENTS
*MT does not extend to bottom of field. Approximately 34"_ too shallow.
""50 feet minimum required at time of construction.
G. 'ENGINEER'S CERTIFICATION+�01! „i N �
gr; 4�i�
1 certify that I have determined through field .inspections and w,
review of Municipal records that the above systems are in #; t}9
conformance with MOA COSA guidelines in effect on this date. • •
Engineer's Printed Name Steven Pannone sleveri W,'lSor ore.
Date
11/1/2016 CE - 8149
COSA canary sheet_2-6-15.doc
in.
---------------------------
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Chain Link Fence
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shed Chain Link Fence
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S89°53'20"E 100.00
E 115th Avenue
EASEMENTS OF RECORD, OTHER THAN
THOSE SHOWN ON THE RECORDED
PLAT ARE NOT SHOWN HEREON.
M
p AS -BUILT NO CORNERS SET THIS DATE
M
I hereby certify that I have performed a Mortgagee's inspection
of the following described property. Lot 10, Block 6,
GREENLAND SUBDIVISION
Anchorage Recording Precinct, Alaska, and that the
improvements situated thereon are within the property lines
and do not overlap or encroach on the property lying
adjacent thereto, that no improvements on the property lying
adjacent thereto encroach on the premises in question and
that there are no roadways, transmission lines or other
visible easements on said property except as indicated
hereon.
Dated at Anchorage, Alaska
this 18th day of October , 2016
K. WRIGHT FRED WALATKA & ASSOCIATES
FB 16-13, 11-12 CH Engineers and Surveyors
P9 (907-248-1666)
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Garage
OD
Lot 10
w Lot 11
0
c>
260
C.O.
O
o
SCALE: 1 "= 30'
Z
< deck
.3 CHI102
Asphalt
.0
r11\2Frame aOFse
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4
. ..
,Well
S89°53'20"E 100.00
E 115th Avenue
EASEMENTS OF RECORD, OTHER THAN
THOSE SHOWN ON THE RECORDED
PLAT ARE NOT SHOWN HEREON.
M
p AS -BUILT NO CORNERS SET THIS DATE
M
I hereby certify that I have performed a Mortgagee's inspection
of the following described property. Lot 10, Block 6,
GREENLAND SUBDIVISION
Anchorage Recording Precinct, Alaska, and that the
improvements situated thereon are within the property lines
and do not overlap or encroach on the property lying
adjacent thereto, that no improvements on the property lying
adjacent thereto encroach on the premises in question and
that there are no roadways, transmission lines or other
visible easements on said property except as indicated
hereon.
Dated at Anchorage, Alaska
this 18th day of October , 2016
K. WRIGHT FRED WALATKA & ASSOCIATES
FB 16-13, 11-12 CH Engineers and Surveyors
P9 (907-248-1666)