HomeMy WebLinkAboutGREAT LAND ESTATES #3 BLK 7 LT 2AGreatland
Estates
Block 7
Lot 2A
#051 - 133 - 47
Municipality of Anchorage ...,~ ~:, .'
Development Services Department - · '~".
Building Sa[ely Division "~ ~1~ ·
O~Site Water and Wastew.ater program. 4700 S. ~ragaw SL
P.O. Box 196650 Anct~'age. AK 99519-6650 Page
www.d.and~orage.ak.us (907) 343-7904
ON-SITE WASTE'WATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
-: ~-~11 ~ Oo,,~g WastewaterSystem: l-lNew Jg}Upgrade
~'~r~:~ ~707q7 4'h~c~b,//~ ~/q~ 7-~//~ ABSORPTION FIELD
Well: [] New r'i Upgrade
~"1 ~ ~. TANK
SEPARATION DISTANCES
Tank F~,ld Btal~onTank I Sew~- Une
· ...w.,. IC0¥ I00; ~ / UFTSTATION
V
""~'~': BENCH MARK
_ Development Services Department Approval ~.%,~.- C£-8801 ..,/...~.'~_,~
PER).IIT NO, SW030275 PACE 2 oF' 5
MunicipoU"c oF .A.n_=c h.o..r' o g ?.
DEPARTMENT OF' HEA~_TH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 O Ar~cho~(~ge, Alosko 99519-6650 · Telephor~e 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
iZCAL LOT 2, BLOCK 7, GREAT LAND ESTATES #$ P.I.D. I,;o. 051-133-30
r" ~ LOT 20
~ LOT 21
:'--- I [ I
I I
' ,
~ ~" LOT 22
, ,,-;,',~.-." ^'..L,t~.~
I
PERMIT NO. SW050275 PACE 3 OF 3
Mur~icip. cfli'l:~:¥_. ~oF Anchor'ctQe
DEPARTMENT OF HFALTHAND HUM'AN SERVICES
ENVlRONr"IFNTAL SERVICES DIVISION
P.O. Box 196650 IA~cho~ge, At~sk~ 99519-66501 TelepP~one: 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LECAI. LOT 2, BLOCK 7, GREAT LAND ESTATES #5 P.I.D. NO. 051--13,.3--30
ST1 ST2 /9.3.2'
FINAL
~ ~'J I NEW 1000 I"~ .,.. -.~"-
~'::) ' I GALLON ITM
FINAL GRA~E
A B
FCO 25.5' 17.0'
ST1 67.0' 46.5'
ST2 73.5' 51.5'
DBL1 78.5' 55.5'
DBL2 79.5' 56.5'
DV 86.0' 65.5'
C01 95.5' 78,0'
MT1 87.0' 89.5'
C02 86.5' 92.5'
MT2 71,0' 67.0'
C05 78.0' 63.0'
C04 69.5' 70.0'
MT1 =80.5'j
·
NO WATER FOUND
74.0' B.O.[I.
CO1 =91.9'
02=91.9'
'.
MUNICIPALITY OF ANCHORAGE
Development Services 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: Jul 29, 2003
Expiration Date: Jul 28, 2004
Permtt Number: SW030275
Legal Description:~GREATLAND ESTATES ~3 BLK' 7 LT:'2
Design Engineer: 0003 S & S Engineering
Owner Name: Darrell McDonald
Owner Address: PO BOX 670947
CHUGIAK, AK 99567-0947
ParcellD: 051-133-30
Site Address: 019727 CHUGACH PARK DR
Lot Size: 89734 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
All consb'uction must be in accordance with:
1. The attached approved design.
2. Ail requirements specified in Anchorage Municipal Cede 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.
ROBERT C. COWAN, P.E.
CML ENGINEER~
(9O7) 894-2979
FAX (907) 694-121
~CW,NC~
Suly 2~2003
MUNICIPALITY OF ANCHOR. AGE
Developmem Services Department
P.O. Box 196650
Anchorage, AK. 99519
REFERENCE: Lot 2, Block 7, Greatland Estates Subdivision
It is requested that you Issue a permit to upgrade a septic system to serve the existing
three bedroom dwelling on the referenced property.
One test hole was excavated and a percolation test was performed on 6/12/03. The
approximate location of the test hole is located on the attached site plan. Ground water was
monitored and after seven days the hole was dry as shown on the attached soils logs.
We do not anticipate any adverse effects on neighboring wells, septic systems, reserve
areas or drainage patterns by the installation of the proposed septic system. The
construction of this system will not prevent any future development on any of the adjacent
properties.
Ifyou require additional information, please contact us.
Sincerely,
RCC/jnm
Enclosure
17034 NORTH F_~GL£ RM[R LOOP ,t SUITE 204 ~ EAGLE RIVER, ALASKA 99577
SITE PLAN DETAIL
/ /
...........
I /
NS~ALL ~/
s~ ~mc l* ~
~ GALLON EDP[
F,.~L ?'ff.'.../ ~B2 ~
Perfon~ed For:
Legal Description:
Municipality o! Anchorage
Developmenl Services Departmenl
Building Safe~y 17~sloa
On-Slte Wa~ a~ Wasl~et Pr~ram
P,O. Box 1966~ ~ge, ~ 9951
~ d ~n~e a~.us
Soils Log - Percolation Test
t.
2-
3-
4-
5-
6-
10-
13.
'14-
'15-
18.
19-
20-
COM,",I/HT S
Reacting Date G~'os$ Time Hel Time Depth lo Water Net D~'cp
o o V4' /z,'
~TEST
ROBERT C. COWAN, P.E.
C~/1L E~GINEER~
{907) 604-2970
FAX (007) 694-12t 1
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES
and
MATERIAL SPECIFICATIONS
REFERENCE: Lot 2, Block 7, Gmat Land Estates S/D
July 2, 2003
GENERAL:
The scope of this prgject includes the installation of a 1000 gallon HDPE
septm ta~fl~ff a new ~?[~ch to serve the existing three bedroom residence
located on the referenced property.
Construction shall be in accordance with the approved site plan and design
drawings, Municipal permit with any special provisions or conditions, and all
applicable State and Municipal Wastewater Disposal Regulations.
The contractor shall be responsible for obtaining any necessary underground
utility locates.
Unless specifically agreed other~vise, the property owner shall be responsible
for final grading areas subsequently depressed from soil settling.
Contractors installing wastewater disposal systems must be certified by the
Municipal Health Department for system installations. Owners installing
their own systems must also receive prior approval 'from the Municipal Health
Department.
SEPTIC TANK INSTALLATION:
A septic tank is to be constructed by a certified septic tank manufacturer.
Construction shall include two 4" cleanouts for pumping access.
The septic tank shall be sufficiently bedded to prevent settling or shifting of
the tank.
1703,4 NORTH EAGLE RIVER LOOP & SUffE 204 a EAGLE RNER, N. ASKA 99577
Page 2
Lot 2, Block 7, Great Land Estates $/D
July 2, 2003
All standpipes on the septic tank shall extend a minimum of 12 inches above final grade.
Septic tanks installed with less than 4 ft. ofcover shall be insulated.
A foundation cleanout shall be installed one to four feet from the building foundation. In
the line between the tank and the leachfield there shall be two adjacent cleanouts (unless
an effluent pumping system exists within the septic tank). These cleanouts shall be
located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line,
shall be to clean toward the leachfield. The second cleanout shall be to clean toward the
septic tank.
Final grading over the septic tank shall be such that a positive slope exists away from the
septic tank.
ABSORPTION TRENCII/DRAINFIELD INSTALLATION:
Excavate the proposed trench to the dimensions shown on the design. The bottom ofthe
excavation shall be within 2 inches of level. If the sidewalls of the excavation become
smeared, they must be raked or scratched (rafted-up) before gravel (sewer rock)
placement.
Once the gravel is installed, the distribution pipe is to be installed level with the
perforations faced downward. Gravel is then to be placed over the distribution pipe to
provide a minimum of 2 inches of cover over the pipe.
A silt barrier must be installed between the final gravel layer and the native soil backfill.
Ensure the silt barrier covers the entire gravel surface before placing backfill.
Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations
shown on the design, and extend a minimum of 12 inches above final grade. The portion
of the monitoring tube extending through the gravel shall be perforated from the bottom of
the trench to the invert of the distribution pipe. This is equivalent to the effective depth of
the gravel as noted on the design.
Backfill over the final gravel layer must not be less than twenty-four (24) inches.
Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The
finish grade over the trench must be mounded to prevent the formation of a depression
after settling.
Page 3
Lot 2, Block 7, Greet Land Eatetea $~D
July 2, 2003
MINIMUM MATERIAL SPECIFICATIONS:
Any septic tank proposed for installation must be constructed by a Municipal approved
septic tank manufacturer.
The following pipe materials are approved for use in septic system installations in the
Municipality of Anchorage:
Type of Pipe Perforated Solid
Cast Iron Yes Yes
ASTM D3034 (PVC) Yes Yes
ASTM F810 (HDPE) Yes No
ASTM D2662 (ABS) Yes Yes
Use ora type of pipe other than listed above must be approved by the inspecting engineer.
Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical
Company Styrofoam HI or equal).
Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or
equal).
A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed
between the final leachfield gravel layer and the native soil backfill.
All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3%
passing the #200 sieve.
When sand is being used as a filter material, its gradation specifications must conform to
current M.O.A. or D.E.C. requirements, which ever requirement applies.
INSPECTIONS:
Typically there will be a minimum of three (3) inspections required during the installation of the
wastewater disposal system. These inspections will occur as follows:
Page 4
Lot 2, Block ?~ Great Land Estates $/D
July 2, 2003
The first inspection must be conducted after the excavation of ditches, pits,
trenches, or beds and before the installation of any gravel. A septic tank may be
set in place, but may not be backfilled before this inspection.
The second inspection must be conducted after the placement of the silt barrier,
gravel, distribution lines, standpipes, cleanouts, and insulation, but before the
placement of any other backfill.
3. The final inspection is to occur upon final grading of the property.
Often there will be more than these 3 inspections required. Especially with the installation of
multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer
is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-
construction meeting will take place on-site. The inspecting engineer will not coordinate, direct
or control in any way the contractors activities.
The owner shall contract with the contractor to perform the work outlined in these specifications
and plans and in accordance with the attached M.O.A. permit. There will be no contractual
arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be
the owner's representative and will inspect the work as stated above to document the contractors
activities. Final acceptance ofthe contractors work rests with the owner and the M.O.A.
S & S Engineering shall have no liability to the owner or to others for acts or omissions of the
contractor or any other persons performing work on this project or the failure of the contractor to
carry out the work in accordance with these construction documents. S & S Engineefing's
inspecting engineer will not be responsible for the construction means, methods, techniques,
sequence, procedures or the safety precautions incident to this project.
CONTRACTOR / INSTALLER
z~'~x MUNICIPALITY OF ANCHORAGE
( .. a~..~\',~ . DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street. Anchorage, Alaska 99501 Telephone 2644720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME PHONE
MAILING~
LEGAL DESCRIPTION
LOCATION NO. OF BEDROOMS
~q~n gallons IF HOME.DE: nside lengt~ Widm Liquid de~h
Dwelling PERMIT NO.
~ O ~ DISTANCE TO: W""
~ DiS~C~O:/ ~, f~n~t~, ~ Se~r li.~ Septic tank Absorplion
i'1;_11-4 I mS I PAL I
[.,EPARTMEHT OF HEALTH AND ENVIRONf'IEHTBL PROTECTION
825 L STREET~ RHCHORRGE, RK ~501
264-4720
6~4--S i Ti SEI4ER ~:, i.4ibb F'ERI4 I T
PERMIT HO: 840240
DATE ISSLIED: 04?22:/84
RF'PLICAHT:
ADDRESS:
CONTACT PHOtIE:
KEITH BAKER
X S&S ENGINEERIHG'
EAGLE RIVER,
6~42979 .-
LEGAL DESCRIP: SUBDIVISION: GREBTLBND EST. LOT:
SECTION:
LOT SIZE: 2. SA (SQ. FT. OR ACRES)
MAX BEDROOMS;
BLOCK: ?
LISTED BELOW ARE THE OPTIONS AVAILABLE TO YOg IH DESIGNING YOUR SEPTIC
SYSTEM. CHOOSE THE OPTION THAT BEST FITS YOUR SITE.
T~:Ef4CH E:ED 14. D;:RIr4
DEPTH TO PIPE BOTTOM (FT.) 4. 0 6. 5 4. 0
GRAVEL DEPTH <FT. ) ' 7. 0 - 0. 5 ~. 5
TOTAL DEPTH (FT.) &~. 0' ?. 0 7. 5
GRAVEL WIDTH (FT.) 2. 5 14. 0 5. O
GRAVEL LENGTH (FT.) 22. D 28. O 41. 0
6R¢¢./EL VOLUME (CU. YDS. ) 15. 2 'i4. 5 i2. 5
TANK SIZE (GALS) l, 000. 0 ~,~, i, 00Ct 0 ~,~, l, 080. 0 .~.~
SOIL RATING <SQ. FT. ?B.R) . i02 B5 125
,+:~: TANK MUST HAVE BT LEAST TI,lO COHPARTMEHTS
I CERTIFV THAT:
i. I Ri'.1 FAMILI8R WITH THE REQUIREMENTS FOR OH-SITE SEWERS AHD WELLS RS SET
FORTH B'¢ THE HUHICIPBLITY OF R~ICHORBGE (MOB) AND THE STATE OF ALASKA.
2. I WILL IHSTBLL THE SYSTEH IN ACCORDANCE WITH ALL MOB CODES AND REGULRTIOHS,
At~D IH COMPLIANCE WITH THE DESIGN CRITERIR OF THIS PERMIT.
2. I WILL ADHERE TO ALL. HCA RHD STATE OF ALASKA REQUIREMEHTS FOR THE SET BACK
DISTANCES FROM AHY EXISTING WELL, WRSTEI.IBTER DISPOSAL SYSTEM OR PUBLIC
SEWERAGE SYSTEM OH THIS OR BHY ADJACENT OR HERRBY LOT.
4. I UNDERSTAHD THAT THIS PERHIT IS VALID FOR B MR)4IMI_IM OF ~ BEDROOblS RHD
ANY ENLRRGEIdEHT WILL REQUIRE AH.ADDITIONAL PER£.IIT.
IF B LIFT STATION IS IHSTRLLED Iii RN BREFI COVERED BY MOA BUILDIHG CODES,
]'HEH (i) AH ELECTRICAL PERI'lIT AHD INSPECTIOH HUST BE OBTAINED; (2) RS-BUILTS
WILL NOT BE APPROVED WITHOUT BH ELECTRICAL IHSPECTIOH REPORT; AND (~) THE
ELECTRICAL Wm]RK MUST BE DOHE BV R LICEHSED ELECTRICIAN.
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PER FORMED FOR: /~ ~'~"J~ ~ ~¢'~
9
, , 10
,.----- 11
12
13
14
15
16
17
18
19
2O
SOILS LOG
I'-I PERCOLATION
TEST
ENCOUNTERED?
COMMENTS
72-008 (6/79)
IF YES, AT WHAT
DEPTH?
DATE PERFORMED:
SLOPE
SITE
Dross Net Depth to Net
Reading Date Time Time Water Drop
COLATION RATE ~/~ (minutes/inch]
RUN BETWEEN FT AND FT
CERTIFIED BY: DATE:
WATER WELl CONTRACTOR'S CERTIFICATION:
· , '.: .... '>',' :"..WATER WELL RECORD "'.. ~,-~..
~'-?' *;~'; ? ..... · -. STATE OF
.... -' ~ RESOURE$ ,-::.,
· ~, Division of G~olo~;icol 8 GE h¥$1COI Survey~
Tll~l~hll~ RrJ !Er] .... : .,. ,.
"~" ,al -of "*-'.':*'J-~ '" '"
~. OWNER Ot WEU.: ,'~a'. 13a~rel~' McDonald
-?.<:
4. WEI. L DEPTH: (fi.el) S. OATE OF COMPLETION
OCob,,,oo, NOR°'°. Dc,'.,,
D'-" V;O"".' Ooo,.d
' '0 ";','"" 0"*";%' 0
' O t.,,W.,~ O 0,,.,:' ' '
,O. STATIC WATER LE~E~' 100 .-' ,,.* ~. /6/
IS.GROUTING
Perforations at 95-105..f;
liner 94J206 . -:'.
I~oduc~ion ~of 5. GPM
"'.:'-~!aL~.uson Prllltn~ ,:. ,:. /u% 5.~85 . ~- -, . . ,- - Iiq.-';
A.,.,,: P.O. Box 770504 Encle Rivert ,".lC. 9~,1577 '--~ '~ :'""' '- * ~
.... ._.:,-. : - . ~ · .:, .. .. ~. ~'.
Parcel I.D. o5~-~33-47
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www. muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FORA SINGLE FAMILY DWELLING ,~_~..:Z_.~.~,~..
COSA#
Expiration Date:
1. GENERAL INFORMATION
Complete legal description Great Land Estates #3, BIk 7, Lot 2A
Location (site address) z9727Chugach Park Drive
Current Property owner(s) Mark 8, Shannon Brand
Mailing address
Day phone
Lending agency
Mailing address
Day phone
Real Estate Agent Cheryl Campbell / Prudential
Mailing Address
Unless otherWise requested, COSA will be held by DSD for pickup.
NUMBER OF BEDROOMS:
TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class ~
Public Water System
Day phone 35~-~-43o
Well
TYPE OF WASTEWATER DISPOSAL:
[] Individual On-site
[] Individual Holding Tank r-']
[] Community On-site
[] Public Sewer r--]
The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On-Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On-Site Systems 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 COSAs upon request to homeowners. Certificates of On-Site Systems Approval
are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued
with new water sample results. (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 the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of On-Site Systems 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/oa~astewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinan~~egulations in effect at the time of installation.
Fi Pannone Engineering Services, LLC Phone 272-8218
Address P.O. Box 100217, Anchorage, AK 995zo
Engineer's Printed Name Steven R. Pannone, P.E. Date
Engineers Comments: In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in
accordance with MOA DSD Guidelines & 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. PES can therefore not provide any warranty for future
performance nor give any estimate of how long the system will continue to meet the operational
requirements of the MOA DSD. The content of this report is for the sole benefit of the owner listed
above. Any reliance upon or use of this report by any other person or party is not authorized nor will it
confer any legal right whatsoever.
5. DSD SIGNATURE
[YApproved for ~> bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the following stipulations:
~' 0N-SITE ,~.
~ : WASTEWATER .-
JJ),-j'¢JY/b¢~ .,'
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
X
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
Original Certificate Date:
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www. muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description:
A. WELL DATA
Well type Private
Date completed ~1',61=.q8,.
Total depth 206 .ft.
Gmat Land Estates #~ ~BIk 7~ Lot 2A
IfA, B, or C provide PWSID #~
Sanitary seal (Y/N) Y
Cased to =o8 ft.
Parcel ID;
Date of test
Static water level =.oo
Well production 5
WATER SAMPLE RESULTS:
Coliform Ne§ colonies/100mL
Arsenic: ~', Df,~ug/I
B, SEPTIC/HOLDING TANK DATA
Tank Type/Material Septic/Steel
Tank size ~.eeo gal.
Foundation cleanout (Y/N) Y_
Date of pumping ~h. q120~e
C, ABSORPTION FIELD DATA
FROM WELL LOG
g.p.m.
Well Log (Y/N) Y
Wires properly protected (Y/N) Y
Casing height (above ground) ~.8+
AT INSPECTION
41~612oz0
3.66 ft.
~ g.p.m.
in.
Nitrate 0.968 mg/L
Date of sample: ~12c~1~o~o
Other bacteda Neg colonies/100 mL
Collected by: Pannone. Engineering
Date installed lO~'~ol2oo3
Number of Compartments_~ ,
Depression over tank (Y/N) N
Pumper J.R's
Cleanouts (Y/N) Y
High water alarm (Y/N) N
Date installed ',ol2',12oo~_ Soil rating (g:.p.d./ft2 or ~/bdrm) o.89_Ddlft2
Length ~6 ft. Width ~l ft.
Total depth =.=. ft. Eft. absorption area 6,*~ ft2 Monitoring tube Y
Date of adequacy test ,.I.,61:zo.,o ResUlts (Pass/Fail) Pass
Fluid depth in absorption field before test g in.
Elapsed Time: ~o min. Final fluid depth o_ in.
Any rejuvenation treatment (past 12 mo.) (YiN & type) N
System type Deep Trench
Gravel below pipe 7
Depression over field N
F°r3 bedrooms
.Water addedzrso gal.. New depthz in.
AbsOrption rate >= ~rSo g.p.d.
If yes, give date
LIFT STATION
Date installed
"Pump on" level at~
Datum
Size in gallons
in. "Pump off" level at~ in.
Cycles tested
E. SEPARATION DISTANCES
Em
Gm
Manhole/Access (Y/N)
High water alarm level at
Meets alarm & circuit requirements?
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot zoo+
Absorption field on lot zoo+
Public sewer main N/A
Sewer/septic service line 25+
Animal containment areas 50+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 54 Property line 5+
Water main ~.o+ Water service line
Wells on adjacent lots zoo+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line zo+ Building foundation ' zo+
Water Service line ~.o+ Surface water zoo+
Curtain drain none known Wells on adjacent lots zoo+
COMMENTS
ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this date.
Engineer's Printed Name ..
Steven R. Pannone~ P.E.
~ol~12ozo
Date
On adjacent lots zoo+
On adjacent lots zoo+
Public sewer manhole/cleanout NIA
Holding tank NIA
Manure/animal excrete storage areas
Absorption field 15+
Surface water zoo+
Water main lO+
loo+
Driveway, parking/vehicle storage
Waiver Fee $
Date of 'Payment
Receipt Number
COSA Fee $ ]-/Z
Date of Payment
Receipt Number
(Rev. 11/05}
in.
......................... SG,,$ .............
SGS Ref.# 1105237001
Client Name Pannone Eng. Srv. Printed Date/Time 10/04/2010 11:50
Project Name/# 19727 Chugach Park Dr Collected Date/Time 09/29/2010 t4:00
Client Sample ID 19727 Chugach Park Dr Received Date/Time 09/29/2010 14:45
Matrix Drinking Water Technical Director Stephen C. Ede
Sample Remarks:
4500NO3-F - Nitrate/Nitrite - MS recovery is outside of QC criteria. Refer to LCS for accuracy requirements.
Allowable Prep Analysis
Parameter Results LOQ Units Method Container ID Limits Date Date Init
Waters De,ar tment
Total Nitrate/Nitrite-N
0.968 0.100 mg/L SM20 4500NO3-F B (<10) 09/29/10 AYC
Microbiology Laboratory
E. Coli
Total Coliform
Negative I 100mL SM20 9223B A 09/29/10 DLC
Negative ! 100mL SM20 9223B A 09/29/10 DLC
Municipality of Anchorage
Development Services Department .',"' '~''
Building Safety Division
On-Site Water and Wastewater Program
4700 Elrnore Road
P.O. Box 196650
Anchorage, AK 99507
www. muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. OS'I-1 'bt COSA
Expiration Date: '7,/~-"~ ,//D
GENERAL INFORMATION
Complete legal description Lot 2A; B~:~k 7; Greafland Estates Subdivision #3
Location (site address) 19727Chugach ParkDr.
Current Property owner(s) Mark & Sharo~ Brand
Day phone 263-4323
Mailing address
Lending agency
Day phone
Mailing address
Real Estate Agent
Day phone
Mailing Address
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
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 On-Site Systems
Approval (COSA) based only upon the reprasenta§ons given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On-Site Systems 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. DaD also issues COSAs upon request to homeowners. Certificates of On-Site Systems 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. (Certificates may be reissued for a pedod 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 tn the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I vedfy that my investigation,
based on procedures outlined in the Certificate of On-Site Systems 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 vedfy 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.
Name of Firm s & s Engineering Phone 694-2979
Address 15861 s. eirohwood Loop Rd. Chugiak, AK 99567
,1!
Engineer's Printed Name Robe~ A. Sharer Datej~~
5. DSD SIGNATURE
f Approved for ~;~ bedrooms.
Disapproved.
Conditional approval for b d
e rooms, with the tallowing stipulations.
....,,..r,j · · ,o
~.-' WATER AND
~ ~ ',h'ASTEWATER : :
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
X
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
Odginal Certificate Date: ~/~-~//~
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 Elmore Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description:. ~oJc ?--PVi '~tc_'-I ',, (oCr,,.~.~.o.~*~ ~'5~.J-~"~ Parcel ID: ~)_~ ! - 13'5-q7
IfA, B, or C provide PWSID #
Sanitary seal (Y/N). ~
Cased to IO8 ft.
A. WELL DATA
Well type ~J~.
Date completed t~[tt. I~q
Total depth "~:)(o ff.
FROM WELL LOG
Date oftest q~ ~'/~
Static water level I~,~ ~'~,$ ft.
Well production ~ gp.m.
WATER SAMPLE RESULTS:
.Coliform ~ coloniesll00 mL Nitrate ,I,~'_~ ;mg/L
Arsenic: ~,D ~ uglL date of sample:
B. SEPTIC/HOLDING TANK DATA
Tank size t~c~O gal. NumberefC0mpartments
Foundation cleanout (Y/N). ~ Depression over tank (Y/N)
Date0'pumpi.g.,' /' [ Pumper
ABSORPTION FIELD DATA
Date installed ;~/~/Z1/O~ Soilratin~orft~lbdrm)
Length Z~o ft. Width "~ ft.
Total depth ~ I: ft. Eft. absorption area ~q~ ft~
Well Log (Y/N) ~
Wires properly protected (Y/N)
Casing height (above ground)
AT INSP/ECT,~)N
ft.
Y
/~3 ~n.
Other bacteria ~) colonies/100 mL
Collected by:
Date installed /0/~. ~/0 ~
Cleanouts (Y/N) y
High water alarm (Y/N) /%/
Date of adequacy test l///' (:,/[ o Results (Pass/Fail) __~,~,~
Fluid depth in absorption field before test (~) in. Water added q'5"O gal.
Elapsed Time: I ?-~ min. Final fluid depth {~ in. Absorption rate >=
System type ~
Gravel below pipe ~ ft.
Monitoring tube~ Depression over field. ~
Any rejuvenation treatment (past 12 mo.) (YIN & type)
For ~* bedrooms
New depth "~ in.
'~O g.p.d.
If yes, give date ---..--
D. LIFT STATION
Date installed Size in gallons
'Pump on' level at in. 'Pump o~ater alarm level at in.
Datum ~ Meets
Cycles tested alarm & circuit requirements?.
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot /O o '~y'
Animal containment areas ~"*'~/'~
Absorption field on lot
Public sewer main
Sewer/septic s~rvice line
On adjacent lots /~ O/'1'
On adjacent lots !
Public sewer manholelcleanout F--,/,~.-
Holding tank
Manure/animal excrete storage a~eas
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundaiion '~;'"~( Property line ~
Water main /4) ~¢ Water service line
Wells on adjacent lots ~'~ o
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line /~ "~: Building foundation
Water Service line tO f4 Surface water
Curtain drain r~c~¢ ~.o,.~n Wells on adjacent lots
F. COMMENTS
Absorption field
Surface water
Water main /o~
Driveway, parking/vehicle storage
Date of Payment /~ - ~ ~-- / O Date of Payment
Receipt Number ~) 3 ,.~'"..~ ~ O Receipt Number
(Rev. 11/05)
SGS Rcf.# 1101606001
Client Name S & S Englnecrlng Printed Daie/'Fime 04/21/2010 15:16
Project Name/# Lot 2A; B7: Greatland Est #3 Collected Date~rime 04/16/2010 I 0:15
Client Sample ID Lot 2A; BT: Grcatland Est #3 Received Date/Time 04/I 6/2010 13:50
Matriz Drinking %'atcr Technical Director Slenhen C. Ede
P%VSID 0
Samolc Rcmarks:
AItov,~ble Prep Analysis
Param~ Results LOO Units Mg'thod Container ID L/mits Date Date Init
Me~als bZ ICP/MS
Arsenic
$.00U 500 ugq. EP200.8 C (<10)
04/19/10 04/20/10 SCL
Waters Department
Total Nilrate/Nitrite.N
1.22 0.100 mg/L SM204500NO3-F B (<10) 04/16/10 AYC
Microbioloc~f Labora to:-~,
Colony Count 0
Total Coliform 0
Fecal Coliform 0
col/I OOmL SM20 9222B A (<200)
col/l OOmL SM20 9222B A (<1)
col/100mL SM20 9222B A (<1)
04/16/10 KAR
04/16/10 KAR
04/16/10 KAR
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650 /"_
Anchorage, AK 99519-6650
RUSH wv~v.muni.org/onsito J
(907) 343-7904
Parcel I.D.
1. GENERAL INFORMATION
Complete legal description
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
CERTIFICATE OF ON-SITE SYSTEHS APPROVAL
FOR ,b, SINGLE FAMILY DWELLING
cosA o5/7o
Expiration Date: ~ ~'/'/7
CREATLAND ESTATES SUBDIVISION #5; LOT 2A~ BLOCK 7
19727 CHUCACH PARK DRIVE * CHUGIAK AK~ 99567
WILLIAM &: JANIS SMOKE Day phone
PO BOX 671954 * CHUGIAK~ AK 99567
688-8515
Day phone
LYNFTTF w./ RFMA× PROPFRTIFS Dayphone §94-4804
16600 CENTERNELD DR. * EAGL~ R~ER. AK 99577
Unlessothetwise mqueste~ COSA w~bohe~byDSD~rpick~.
2. NUMBER OFBEDROOMS: 3
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 E]
The Municipality of Anchbrage Development Services Department (DSD) Issues Certificates of On-Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an Independent professional civil
engineer registered in the State of Alaska. Cedificates of On-Site Systems 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 COSAs upon request to homeowners. Certificates of On-Site Systems
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 samples. (Certificates may be reissued for a period of up to one year {Nith 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 the validation date shown below, I verify that my
investigQ~tionj based on procedures outlined in the Ce~'ficate of On-Site Systems Approval Guidelines for this application,
s~w~ J~e o~-~r~Water supply and/orwastewater disposal system is (am) safe, functional and adequate
fo~ the number of bedrooms and type of structure indicated heroin. I further verffy that based on the i. : '~ ~ .
information oblained from the Municipality of Anchorage files and from my investigation and inspection, the"
on-site water supply and/or wastewater disposal system is(am) in compliance with all applicable Municipal .
and State codes, ordinances, and regulations in effect at the time oflnstallafion.
Name of Firm GARNESS ENGINEERING CROUP. Ltd.
Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. GARNESS. P.E.
Engineer's Comments:
In conducting this evaluation, GEG, LtD. attempted to provide a thorough,
conscientious engineering analys~s of the system in accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, end separation
distances measured to readily identifiable features. The operational life of all wells end
septic systems depend on the local soils condition, greundwater levels that may
fluctuate dudng the year, and the water usage of the family being served by the system.
These conditions ere outside the contrel of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, LTD. can therefore not prevfde
any warranty or future estimate of how long the system will continue to meet the
operational mquirements of the ADEC or MOA DSD. The content of this report Is for
the sole benefit cf the owner listed above. Any reliance upon or use of this repot by any
other person or party Is not authorfzed, nor w/lilt confer any legal right whatsoever.
Phone 337-6179
Date
5. DSD SIGNATURE
Approved for
Disapproved.
Conditional approval for ~
bedrooms.
bedrooms, with the fllowing stipulations:
....
:-.-~ .- ON-SITE
:.-.c: WATER AND ~ ~"
[ '.. WASTEWATER .. :'
.,,,%., .,.
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
By:
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Reort
Other
Odginal Certificate Date:
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 Bragaw S~est
P.O. Box lg6650
Anchorage, AK 99519-665O
www.muni.org/onslte
(9o?) ~4a-Tg04
CERTIFICATE OF 0N-SITE SYSTEMS APPROVAL CHECKLIST
Legal Desc=tptton: GREAT LAND ESTATES SUBDIVISION ~3; LOT 2A, BLOCK 7, Parcel ID:
A. WELL DATA
Well type pmVATli: If A, B, or C provide PWSID~ N/A
Date completed 4/16/1984 Sanitary seal (Y/N) YES
Total depth 206 ft. Cased to 108 ft.
FROM WELL LOG
Date of test 4/16/1984
Static water level 100 ,ft.
Well production 5.0 g.p,m.
Well Log (Y/N) YES
Wires properly protected (Y/N) YES
Casing height (above ground) 12 + in.
AT INSPECTION
9/11/2oos
165
g.p.m.
4
WATER SAMPLE RESULTS:
Coliform O colonies/100 mi.
Arsenic: /d_D ugJL.
SEPTIC/NOLDING TANK DATA
Tank Type/Material SEPTIC/STEEL
Tank siz~ 1000 gal, Number of Campertmenta
Foundation deanout (Y/N) YES
Date of sample: 9/11/2006
2
Depression over tank (Y/N) NO
Other bacteria O colonies/100 mi.
Collected by: $[(;, Ltd.
Date installed 10/20/2003
C~eanoute (Y/N) YES
High water alarum (Y/N) N/A
Date of pumping
ABSORPTION FIELD DATA
Date installed lo/21/2oo~
Length 46 ff.
Pumper *~ ~.wlrt p{ V~.~
Soil rating ~ ft~x:lrm) 0.8 System type TRENCH
Width 3 .ft. Gravel below pipe 7.0
Total depth Il,7 ff. Eft. absorption area 644 fi2 Monib3ring tube YES
Date of adequacy tast 9/11/2006 Results (Pass/Fail), PASS
Fluid depth in abeoq3flon field before test DRY in. Water added 500 gal.
Elapead Tirne: 0 min. Final fluid depth DRY in. At:~:~3tion rate >=
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN
Depression over field NO
For 3 bedrooms
Now depth DRY in.
450+ g.p.d.
If yes, give date -
D. UFT STATION
Date installed Size in ~alfons Man~
"Pump on" level at in. "Pump off" . High water alarm level at __ in.
~ Cycles tested. Meets alarm & circuit requirements?.
SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lilt station on lot
Absorption field on lot 100'+
Public sewer main N/A
Sewer/septic sewice line 25'+
Animal containment areas 50'+
100'+
On adjacent lots 100'+
On adjacent lots, 100'+
Public sewer manl~ole/deenout N/A
Holding tank N/A
Manure/animal excrete storage ames 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+
Water main N/A Water service line 10'+
Walls on adjacent lots 100'+
Absorption field 5'+
Surface water 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation. 10'+
Water sewice line 10'+ Sudace water. 100'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
Water main N/A
, Driveway, parking/vehicle storage 10'+
COMMENTS
HORSE CORRAL I$ 50'+ FROM WELL AND WASTE 15 STORED ,(~rVER ,'r:HE SEPTIC SYSTEM
G. ENGINEER'S CERTIFICATION
I cerefy that I have determined through fieldinspec~ons end
review of Municipal records that the above systems are in
conformance with MOA COSA gulclellnes in effect on this
date.
Engineer's Printed Name JEPPKEY A. GARNESS
Date
Waiver Fee $
Date of Payment
Receipt Number
illmU-O-L4 18:18
From:
10/04/2006 0~:d2
d~La~ Pumping
PO Box 9';3~1.~
(9O7)
Janls Smoke
Po Box 6711~4
Chugiak, AK 0~557.1954
(9o7) 58a-8515
.d.~form~oq
Jenls
19727 Cht~gach Park Drive
Chug;ak, AK 99567
(007) 688-8515
SEPTIC
PAGE
Service Agreement
Jm ~,a~p~,.: 10o0g
P.o. Numeee:
Tern-a: Net30 T~, 0
~' Koflig ~T~ Re~
c~ S~: O~ Glenn H~
~: ~S~ ~3 8000 '
ITank fu~ of Sofi~ = BF ~
Acld[tlona~ Location Commems c~.g,.~:
are on E~rown Cedar tide~ home
Fi~t House o1'1 left aft~ Poniard Dr
Se~c ~2 51de of home
Number:. 021352
Order Dote: 28-Sep-2000
Service Dale: 03-Oct-200O 12:00
Technician: Dave
G alln n.,~ Planned: 1000
GaL Actual:
Hose Length:
P.1/1
Double Tank: []
Pump Oyste m;
Batfle~ Inlet: I'-}
Baffler Outlet:. [] ._..__.
Service Type Qb/ Price Each Tax7
$e~ic Service 15K I $0.00 NO
Ezl~.SJon Actual
$0.oo
E~amated C;ha,~a~ S0.1X) ~OO0
TI, x Totd Grand
$~.~ $o.0o
$ .bl,~urm md TRio ~ Cuetam~' Repm~n~
AUG-~-E9304 ~GI~iY"M From: 9(~,~4498~1 ID: Paee:001 1~=96~
SGS Rt f.l~
CUent Name
prolect l~am e/'d
Client Sample ID
Matrix
1065427001
Gamess Enginecrlng Group, Ltd.
Greatland ESL #3 B7 L2
Greatland EsL #31371.2
Drinkinll Wirer
Ail Dates/Times ire Alaska Standard Time
Printed Dire/Time 10/05/2006 16:30
Collert ed Date/l'lme 09/11/2006 17:30
Received DateFHme 09/11/2006 14:05
Technical Director Stephen CL F.,de
Sample P,~natk.s: ·
p~tr~m~e~ Rcsul~ I'QL Uni~ Medaod Container ID Limits Dat~ Dsm Inlt
Nitrate-N 0.952 0.100 mg/L EI~A 353.2 B 09/12/06 ALP,
Nih"itc-N ND 0300 mt/l. EPA 353.2 B 09/12/06 ALR
Net. als Dep&~immnt
· . !5~ ............ 5.00 mg/L SM202340B C 09/15/06 10/02/06 Mit
Private Individual
Aluminum ~ 20.0 ' ug/L EP200.$ C 09/15/06 10/02/06 MH
Antimony lqD l.O0 ug/L EP200.8 C (<6) 09/15/06 10/02/06 Mil
Axswiic liD $.00 'ag/L I~P200.8 C (<I0) 09/1 ~06 10/02/06
Barium .10.5 3.00 ug/L I~P200.8 C '(<2000) 09/15/06 10/02~6 Mil
Cadmium lCD 0.500 ug/L EP200.8 C (41) 09/1~06 10/02/06 Mit
Calcium 43400 500 ugtL EP200.$ C 09115/06 10/02/06
Chromium ND 1.00 ugtL ' EP200.$ C (<100) 09115/06 10/04/06 MH
Coppex 3].5 1.00 ug~L EP200.8 C (<1300) 09/I 5/06 10/92/06 IVIH
Iron lid 2~0 ugrL EP200.8 C (<300'~ 09/15/06 10/02/06 MH
Ltad 0.605 0.200 ug/L EI'200.8 C (<15) 09/15/06 10/02/06 MH
Magnesium 10700 50.0 ug/L EP200.g C 09/15/06 10/02~6 Mil
Manganese ItD 1.00 ug/L EP200.8 C (<50~ 09/1~/06 10/02/06 Mil
]~hosphoms lCD 200 ug/L EP200.8 C 09115/06 10/02/06 MH
Chloride 2.12 0.100 mg/L EPA300.0 B (<250) 09115/06 0~/121/06 DSH
Fluoride I~'D 0.100 mg/L EPA300.0 B (<2) 09113/06 09/13/06 DSH
Potesslum 649 500 ug/L EP200.S C 09115/06 10102106
Selenium I4D 5.00 ug/L EP200.8 C (<50) 09/11/06 10/02106 MH
Sodium 4720 500 Ui/L ~'200.8 C (~250000) 09/15/06 10/02/06 Mit
Silicon 4870 200 ug/L EP200.8 C 09/15/06 10/02/06 Mil
Silver ND " 1.00 ttg/L E1~200.8 C (<100) 09/15/06 10/02/06
ThalUum ND 1.00 ' u~I, EP200.S C (<2) 09/15/06 10/02/06 Mil
Sulfate 33.5 0.100 mg/L EPA 300.0 B (<250) 09/13/06 09/13/06
SGS Reft/
Client Name
project ~ame/O
Client Sample ID
1065427001
Gara~ss Engineering G~oup, Ltd.
Gr~atlaad .Est. #3 B7 L2
Gr~atlaad E~t. #3 B7 L2
Drinking Water
All Dates/Times are Alaska Standard Time
l'rinted Date/Time 10/05/'2006 16:30
Collected Datefl'ime 09/I1.r2(~06 17'.30
Received Date/Time 09/12/2006 14:05
Ttchnlcal Director Sttphen C.
private Individual l~nal~sis
Total D~solvcd Solids 169 10.0 mg/L . SM20 2540C D {<500) 09118/06
Zinc 49.1 $.00 ug/L E1'200.8 C (<1000) 09/15/06 1~/02/06 Mil
lqickel ND 2.00 ug/L .EP200.8 C (<100~ 09/15/06 10/02/06
HCO3 A~kal~nity 122 20.0 mg/L S~0 2320B D 09/14/06 PLW
CO3 Alkaliniiy ND 20.0 mgrt. SM20 2320B D 09/14/~ PLW
O11Alkallnlty ND 20.0' mg/L S?,~20 2320B D 09/14/06 1)LW
pH '7.65 0.100 l~Hunits EPAIS0.1 D (6.5-8.11 09/12/06 CRY
Alkalialty 122 20.0 mgrb SM20 2320B D 09/14/06 I~LW
Total Coliform 0 col/100mL SM20 9222B .A (<11 09/12/06 I~F
FRO,%I : Fl,:mtn9 Sur%,t:~Jtn9 Ser~.~tces FP~ HO. : ~JO?-24B-4~3~O I',~. 0~ 2003 02:1GP1'I
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
· 4700 South Bregaw St.
P,O. Box 196650 Anchorage, AK 99519-6650
www.d.anchorege.ak, us
(9O7) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE PAMILY L)WELLIN~
ParcelI.D. 06'"1 -- 133-30
GENERAL INFORMATION
Complete legaldescdption Lot: 2: Block
Location (site a~dress or directions)
Expiration Date: ~ - ,~- O Lit-
7: Greatland Estates ~[D ~
NHN Chugach Park Dr.~ Chugiak, AK
Current Property owner(s) Darrell McDonald Day phone 688-2944
Mailing address . · PO Box 670947, ChugJ. ak, AK 99567
Lending agency
Day phone
Mailing address
Real Estate Agent
.' Mailing Address
Un/ess otherwise requested, HAA will be held by DSD for pickup.
NUMBER OF BEDROOMS: ;}
Day phone
3. TYPE OF WATER SUPPLY: ·
Individual Well
Individual Water Storage
Community Class ~
Public Water System
Well
[]
[]
[]
D
TYPE OF WASTEWATER DISPOSAL:
IndMdual On-site []
IndMdual 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 4 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-sit~ 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 private or Class C well and may be reissued with
new water sample results. (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 er 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 the validation date'shown below, I ved~y 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 vedfy 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
wastawater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances,
and regulations in effect at the time of installation.
NamccfFirmS & S Engineering
Address 17034 N. Eagle River LP RD~
Engineer's Printed Name Robert C. Cowan
DSD SIGNATURE
~ Approved for 3
Disapproved.
Conditional approval for
bedrooms.
- Filu.e. 694-2979 ....
Eagle River~ AK 99577
Date
.,7J5.;; ....... "..: ,_,
__ bedrooms, with the following stipulations:
Additional Comments
Attachments:
HAA Checklist
Septic System Advisor7
Well Flow Adv!sory
X
Maintenance Agreements
Supplemental Engineer's Report
Other
Odginal Certificate Date:. // - ~- ~)_~
Mnnicipallty of Anchorage
Development Services Department
BuiU~g S~e~y Division
On-Site VVater & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Ancherage, AK 99519-6650
www.cLanctmroge.ak.us
(907) 343-7g04
HEALTH AUTHORITY APPROVAL CHECKLIST
Well type c~' If A, B, or C provide PVVSID # ~
Date completed ~'/~- Sanita~/seal (Y/N) V
FROM W~LL LOG
Date of test ~
Static water level /¢:P~:) fL
Wall production ~--. D g.p.m.
Well Log (Y/N)
Wires propedy protected (Y/N)
Casing height (above ground)
AT INSPECTION
1¢4 fL
~'° ~ g.p.m.
WATER SAMPLE RESULTS:
Coliform 0 colonies/lO0 IN. Nitrate 0.'1 mg./I.
Arsenic: -- mg,/L Date of sample:
B. SEPTIC/HOLDING TANK DATA
TenkType/Material .5~.p*r, r.. /
Tank size [~00 gal. Number of Compartments
Foundation ctaanout (Y/N) Y Dap _re~n over tank (Y/N)
Date of pUmping ~IA"- Na.~,/ Pumper
Other bacteria 0 colonies/lO0 mi.
Collected by: _-~.?
Date in=tepid
Cleanouta (Y/N)
High water alarm
ABSORPTION FIELD DATA
Date installed /0/~.,-/0 ~,., 'Soil rating ~..d./l~' ft2/t:)drm)
Length ~ ~
Total depth ~ I °/3- ft.
Date of adequacy test
Fluid depth In absorption field ~)e/fom test in.
/
Elapsed Time: min. / Irmal fluid depth
Any rejuvenation treatment (past 12 mo.) (Y/N & type)
System type T,<t/,, cH
ff. Width 3 ft. Gravel below pipe -7 ft.
Eff. ab~q:rdonarea(o~ ~ Monitodngtubs '~.J' Depression over field
,/V/g-~ Results (Pass/Fail) P/~ ~S For 3 bedrooms
Water added, gal. / New depth in.
/
in. Absorption ra~ >= g.p.d.
/V/ If yes, give date
D. UFT STATION
Date installed/,/fY/- ,~[ Size in gallons
'Pump on' lovel at ...~in. 'Pump off' lovel at
Datum / Cycles tested.
E. SEPARATION DISTANCES
in.
Manhole/Access (Y/N)
High wa~er ~ level at
Meet~ alarm & ~,~utt mqtdmments?
Jrl.
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tankaift,sta~n on lot. /{:~O if. On adjacent lots
Absorption field on lot / C~ C) f~/-- On adjacent lots
Public sewer main /L///~[ Public sewer manhole/deanout
S~epfic sewice
SEPARATION DISTANCES FROM SEPTlClHQL4~G TANK ON LOT TO:
Building foundation ~ '4- Properly line. ~ 4- Absorption field
Watermain /~// ,A~ Water service llne //~) L $uffacewate,
Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line [ (~ ;4- Building foundation I Ot¢ Water main
Water Service line
surface water / OC) '
Curtain drain~V/O,v~- /~'~/~tt/4,/Wells on adjacent lots
/ O0
/O0
D~m~vay, padrJng/vehicle storage
4-
/O
F. COMMENTS
G. ENGINEER'S CERTIFICATION
l certify that lhave determined through field inspections and
review of Municipal records that the above systems are in
Engineer's
. ........
I ! / .s*- / O ] Date of Payment
HAA Fee $
Date of Payment
Receipt Number
(Rev. 12/01)
Receipt Number
RtL#
Cllmt S'amp[t ID
I017123001
s & s ]!n~t~i~g
Lot 2 BI~7 Gr~tl~nd ,V~
D~,Irtn~ Wa~r
0.100 ms/L, I~PA ]00.0 B ¢"~101 1 l~)t~03 JJB
~iczobtolog'l, Lmbo~atory
To~l Coil fo~'n
col/l~ ~18 ~22213 A
10/31/o3 DKC
FROM : Fl~mtn9 Su~in9 Se,~,.,ic~$ FAX HO. : 907-2zl3-4890 N~.
hgJNICIPALIT~ OF ANCHORAGE
° DIVISION OF ENVIRO~SMENTAL R~LTH
DEP~THEh'T OF HF~ALTH AND ENVIRO~fl~NTAL PROTECTION
APPLICATION FOR V~.ALTH Ab'~HORITY APPROVAL CERTIFICATE
1. General Information
Application Date
(a)
Legal .Description ~nclude lr~ot, bloc~k,,.subdivision, sect~lon,__township,
Location (address or directions)
(b) Applicants Name ~.,~/~'£~. /~C~v',~la
Applicants Address_
(c) Applicant is (check one) Lending Institution
Buyer~ ; Other~ (explain);
(d) Lending Institution
range)
Telephone - tlome Business
Owner/butlder~;
Telephone
Address
(e)
(f)
Real Es:ate Co. & Agent
Address
Telephone.
Mail the HAA to the following address:
2. Type of Residence
Single-Family~
Number of Bedrooms
3. Water Supply'
Individual
Multi-Family~-~
Other (describe)
Community~--~ Publiel'-'--]
Note: If community well system, must have written cortfirmation from the State
Department of Environmental Conservation attesting to the legality and status.
Sewage Disposal
Onsite ~ Public ~--~ Community ~--~ Holding Tank ~
Note: If community well system, must have written cor~lrmation from the State
Department of Environmental Conservation attesting to the legality and status.
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En~ineerin~ Firm Providin~ Inspections~ Tests~ File Search~ Data and Information
As certified by my seal affixed hereto and as of the validation date shown below, I
verify that my investigation of this Health Authority Approval 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 f~nicipality of Anchorage files and from my
investigation and inspection, the on-site water supply and/or wastewater disposal
system is in compliance with all M~nicipal and State codes, ordinances, and regula-
tions in effect on the date of this inspection,
Name of Firm
Telephone
Address
Date
DtIEP Approval
~-~
Approved for
Approved
Terms of Conditional Appr~oval~
bedrooms
Disapproved Conditional
CAUTION
THE MU~IICIPALITY OF ~NCItORAGE DEPARTHENT OF HEALTH ~ND ENVIROL,~EN~AL PROTECTION
(DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE P, EPRESEN~-
ATIONS GIVEN IN PARAGRAPH 5 ABOVE BY ~ INDEPENDENT PROFESSIOnaL ENGI}ffiER REGISTEKED
IN THE STATE OF ALASKA. TH]~ DHEP DOES THIS AS A COL~TESY TO PURCHASERS OF HOMES A~I~
THEIR LENDING INSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQUIRE-
M~N~S. ~MPLOYEES OF DHEP DO NOT CONDUCT INSPECTIONS OR ~NALYZE DATA BEFORE A
CERTIFICATE IS ISSUED, THE MUNICIPALITY OF ANCHORAGE IS NOT RESPONSIBLE FOR ERRORS
OR OMISSIONS IN THE PROFESSIONAL ENGINEER'S WORK.
(D~EP SEAL)
RR4/eJ/D18
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7-19-84
Ae
MUNICIPALITY (F KNCHO~AGE (MOA)
HEALT~ AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
i, AUNICI~AtITY OF ANCHORAG~-
DEPL OF HEALTH &
ENvt~ONN',sNTAL
RECEIVED
Well I~g I~esent ~N.)
Total Depth ~ ~ Cased to
Static Water Leal
Casing Hsight Abo~ Ground
Electrical Wirin~ in Conduit ~N)
Separatio~ Distances f~cm Well:
If A, B, cr C, D.E.C. App~o%~d(Y/N)
Pump Set At
~"
; on rejoining Lots ./00
'{~ ~ on Adjoining Lots
To Neamest Edge of Abso=ption Field on Lot
To Nearest Public Sewer Line /c)/~-- To Nearest Public Sewer
Cleanout/Manho To Nearest Se~r Service Line on Lot
Water Sample Test ~esults
De[xession over Tank (Y_~ Pa~e Last ~ed
PumpinG/Maintanance ConLract cn File (Y/N)~//~- ;
Holding Tank High-Water Alarm (Y/N) ~/,~- Tempo~az"y Holding Tank Permit (Y/N)
NO~ of Oa,¥a~tmsnts
Foundation Cleancut (~N)
fc~
/
To'Building Foundaticn
To Disposal Field F/~ /
To Stream, Pond, Lake, ~ Major Drainage
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2-15-84
C. ABSORPTION FIELD E~TA ·
Soils ~atin~ in Abs~-pt, ion~trata /D~/~Z ~. ~ of ~tem ~si~
~ I~tal~d ~/q/&~ ~ of Field 7~ --
Wi~ of Field [ ~O' '~
Depth of Field
Gravel Bed Thickness
~ ~st ~a~ ~st
To D~iveway, Parkin~ Area, c~ Vehicle Stc~aGe Area
D. LIFT STATION
Size in Gallons Manhole/Access (Y/N)
"Pump On" Le~sl at ~%~/Off" Level at
High Water Alai~a [emi at ~ / / Vent (Y/N)
I certify that I have checked, ~rified, c~ o0nfc~med to all MOA HAA Guidelines in effect
on the date of this inspection.
Si~ed · & ? E~0~iN0 Dete
Co.~an¥ ~ ~.,~ ~;VaS. Au, s~% ~o-~ MOA ~. /
KB1/d5/$
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2-15-84