HomeMy WebLinkAboutCARROLL LT 4Onsite File
Carroll
Lot 4
#006-322-12
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49 TH* Y�
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N SHANE A. HOLT.,"
LS -6914
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THE INFORMATION HEREON 15 FOR THE USE OF LENDING INST/TUT/ONS SPEC/F/CALLY TO SHOWANY
CONFLICTS BETWEEN EX/STING STRUCTURESAND PLATTED LOT LlNE5AND/OR EASEMENTS,AND 15
NOT TO BE USED FOR POSITION/NGADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELINES.
EASEMENTS OFRECORD,ORANYOTHER LEGAL ENTITY, OTHER THAN THOSEAPPEARING ON THE RECORD PLAT;
ARE NOTSHOWN HEREON, ( UNLESS INDICATED)
NOTE.' FENCELINES THAT MAYAPPEAR ON THIS DRAWINGARE NOT TO BE USED TO DETERMNE
PROPERTYLINE5 OR P051TIONADDITIONAL IMPROVEMENTS.
ANYPAV/NG SHOWN HEREON MA YBEAPPROXIMA TEDUE TO EXCE55IVE51VOWAND/OR /CE.
LOT5
ASBUILTSURVEY ff'=20`
NO CORNERS SET THIS DATE
I HEREBYCERTIFY THAT I HAVE PERFORMED A SURVEY
OF THE FOLLOWING DESCRIBED PROPERTY
L0T4, CARROLL SUB
ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE
VISIBLEIMPROVEMENTSSITUATED THEREONARE WITHIN
THE PROPERTY LINESAND NO VISIBLE ENCROACHMENTS
EXIST OTHER THAN NOTED.
DA TED ATANCHORAGE,ALASKA THIS 17 TH DAY OF
JANUARY 2022
THIS DOCUMENT IS PREPARED FOR THE OWNER OF RECORD, • ONLY. NO OTHER USE BY OTHERS /S HOLT LAND SURVEYING
ALLOWED, INCLUDINGANYSURVEYDATA OR MEASUREMENTS HEREON WITHOUT WRITTEN PERMISSION. 9309 GROVER DRIVE
ANCHORAGE,AK 99,507
15342 FS 220-24 907-223-8615
MUNICIPALITY OF ANCHORAGE —SEWER UTILITY Form No. S229(4-76)
SEWER CONNECTION : On Property, Location Record Permit No.
Name /L4t- Address--'cf-L ceeleol_ Acct. No.
Subdivision Lot y Block
Location: Alley ❑ Street ❑
Size Connect
Size Main
New Connection ❑
Backwater Valve ❑
Insulation ❑ Type
Type Depth at Stub
Type Approved El Riser Locate
Replacement Connection El% Grade.
Type Bedding ❑ Type_
Cleanouts Type_
Depth at Structure
_Couplings ❑
Compaction
_ Location
WATER: Municipal ❑ C.A.U. ❑ Private ❑ Temporary Construction Rate
Residential ❑ Type
Commercial ❑ Type
Industrial ❑ Type
Control Manhole Location
Type Elevation
Comments:
Connection Made By:
No. of Units
Approved
Imp. Dist No.—
Lateral Assmt._
Trunk Assmt. _
Trunk Imp. Dist
Grid.
Comments: —
(Sketch on Back
Type
ASSESSMENTS
Sub. Agreement
13
Ext. Agreement
— Assessments Paid ❑
Inspection By: Aw- 0. v✓FL 5� Date
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Received Date/Time 01/13/2022 14:34
01/13/2022 13:30Collected Date/Time
1220178001
Matrix
SGS Ref.#
Client Sample ID Carroll PG
Client Name
Project Name/#
Printed Date/Time 01/18/2022 15:18Mike N. Anderson, P.E.
Technical Director Stephen C. Ede
Carroll PG
Drinking Water
Sample Remarks:
Parameter Results LOQ Units Method
Allowable
Limits
Prep
Date
Analysis
Date InitContainer ID
Metals by ICP/MS
DMM01/18/22EP200.8ug/LArsenic 01/14/22ND5.00 (<10)B
Waters Department (Provisional Cert for Nitrate-N)
EBH01/14/22SM21 4500NO3-Fmg/LTotal Nitrate/Nitrite-N 4.53 0.200 (<10) C
Microbiology Laboratory
M.A01/13/22SM21 9223B100mLE. Coli Negative 1 A
M.A01/13/22SM21 9223B100mLTotal Coliform Negative 1 A
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