HomeMy WebLinkAboutSCENIC HEIGHTS LT 4Onsite File
!icenic
4) 0
Heights
' Municipality of Anchorage
On-Site Water and Wastewater Program • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP181046 PID Number: 020-291-79
Dwelling: g Single Family (SF) E Duplex(D) ❑ Multiple(SF and/or D) Project: ❑■ New El Upgrade
Name: ABSORPTION FIELD
Robert P. & Donna L. Pierson
Address ❑■ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound
1601 Abbott Rd Ste 102 Anchorage AK 99507 ❑ Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
3 0.8 GPD/SF 10.0 Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot 2.0 Ft. 8.0 Ft.
Scenic Heights 4 Fill added above original grade Gravel length
Township Range Section 1.9 Ft. 36 Ft.
Gravel width Beds:Number of Lines Distance between lines
SEPARATION DISTANCES 3.0 Ft. Ft.
To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches
Tank Field Lift Station Tank Line
From 576 Ft2 1 Ft.
Well >100' >100' N/A N/A >25' TANK ❑ Septic ❑ S.T.E.P. ❑ Holding El Other
Manufacturer Capacity
Surface Water >100' >100' N/A N/A , Anchorage Tank 1000 Gal.
Material Number of compartments
Lot Line >10' >10' N/A N/A Steel 2
NA
Foundation >10' >10' N/A N/A LIFT STATION
Manufacturer Capacity
Curtain Drain None Noted Gal.
Pump on level at Pump off level at High water alarm at
Remarks
in. in. in.
Pump make and model Electrical Inspections performed by
PIPE MATERIAL House to tank D2665Tank to D3034
Installer drainfield
Sanders & Sanders Drainfield D3034 CO/MT D3034
Inspector J. Millette BENCH MARK (Assumed elevation) 100 ft
Inspection
151 5/04/18 2"d 5/04/18 Location and description
dates:
3rd 4th Top of South corner of foundation.
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp
.� v,
Conditional Approval: Date r��Q"�`.•' AL40-..-.1.911.�cs,�k k�
i '49TH i\ * ,
.. .r.- ...
Be* 7 •.
chiller 'CE 12592 ••`4 /�yIo.•.
l . 10/12/18 •.•. —
Approved ataA Cauc( C� To, &time/ Date /d 15 1 & II�FDPROFESS10NaN'f'4?-
Inspection Report_9-1-12.doc
SCENIC HEIGHTS LOT 4
PERMIT # OSP181046 PID # 020-291-79
BLOCK 2 LOT 37,
WELL I 1
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LOT4 I
I W I!
LOT 3 >
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.3-BDRM HOME w/
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1000-G LSEPTIC TANK 44 CD w
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ALTERNATE SITE w t0
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10'T&E E.ASEMENT \
36'LONG x 3'WIDE,8' I \
EFFECTIVE DEPTH
ABSORPTION TRENCH \
I I c
® 4
LOT 2 ( LOT 3
A '
A B
'�OF At...
46\kkt FCO 29.1 5.9 LEGEND
."� ''' .• SV1 32.5 12.0 CO-CLEANOUT
/'''g' .• ��� '�T�� SV2 36.7 17.0 200-DOUBLE CLEANOUT
%*:49 Di /\ '*9,
2C0 42.1 r9:68-
0
3.6
/ , — FCO-FOUNDATION CLEANOUT
"" ems'—•' "' / C01 40.1 39.8
0 ...t ...../ MT 43.0 37.8 FS-FLOW SPLITTER VALVE
/ '. Benja 7 chiller j 0 50 100 CO2 59.5 32.1 MH-MANHOLE
#00-••... C«82592 .•• (44/ MT-MONITORING TUBE
I♦ = = FEET SV SEPTIC VENT
1111 PROFEss c ' - 1"=50' TH-TEST HOLE
\\\74*--46'
SCENIC HEIGHTS LOT 4
PERMIT # OSP181046 PID # 020-291-79
oN o
o > > 0
LL CO Cn N
— — 99.1 — — —
— � i 95.1
94.5 - 1000 GAL 94,35
SEPTIC TANK
v
90.3
97.4 FINISH GRADE
02/ 95.5 ORIGINAL GRADE O
00
_ ///``
/
---- _— — — —
93.5 =_-_---,_-_-_-_=,_.=---,-_-,-,__ --- ------------ -4.4 — 93.5
DRAINFIELD ROCK
�� 85.5 36'
_\- 79.5
NO GROUNDWATER 4/12/18
II—
i _A9 7H 1' �9*+0
Benjamin Schiller :
PROFILE AS-BUILT ri� �F;s•esp. E12592 2018 .. ���
(NO SCALE) 1kklk ,;ROFESSIONP-,.c".....
Alpine Drilling & Enterprises
Well Log
Permit Number: #SW181046 Date of Issue: 4-17-18 Parcel Identification Number: 02029179000
Date Started: 6-3-18 Date Completed: 6-5-18 Is well located at approved permit location?x Yes ❑ No
Legal Description: Scenic Hieghts Lot 4
Property Owner Name& Address: Robert& Donna Pierson Crown Pointe
Borehole Data: Depth (ft) Method of Drillingai
Soil Type, Thickness & Water Strata From To ❑ r rota r5' ❑ cable tool
Casing type:steel
stick-up 0 2 Wall Thickness: .250 inches
gravelly silt 2 54 Diameter: 6 inches Depth: 111 feet
silt 54 59 Liner Type:
Diameter: inches Depth: feet
gravelly silt 59 61 Casing stickup above ground: 2 feet
gravelly cobbly silt 61 107 Static water level (from ground level): 232 feet
bedrock 107 426 Pumping level: 440 feet after
8 hours pumping 1_5 gpm
Recovery Rate: 1_5 gpm
Method of Testing: air lift
Well Intake Opening Type:
❑Open End x Open Hole
❑ Screened Start feet Stopped feet
❑ Perforations Start feet Stopped feet
Grout Type: bentonite granules Volume: 2 bgs
Depth: Start 0 feet Stopped ? feet
WATER gUALIN TESTING Pump: Intake Depth feet
:aliform eO CO1M00mL Pump size hp Brand Name
; Nitrates Z,•2. mg/L Well Disinfected Upon Completion? x Yes❑ No
Arsenic ug/L Method of Disinfection: chlorine tablets
Comments:
Well Driller: Alpine Drilling&Enterprises
PO Box 110496
Anchorage AK 99511
MUNICIPALITY OF ANCHORAG
Development Services Department (� } `m..41 )1 Phone: 907-343-7904
On-Site Water& Wastewater Section `�
Fax: 907-343-7997
Pump Installation Log
Well Drilling Permit Number: 181046 04 17 _18
Date of Issue: -
Parcel Identification Numbei PZ.o_;01 qv()
7_ Gy(')��'
Lot4 Description Block Lot Property Owner Name& Address:
3 Robert&Donna Pierson
Scenic Heights Crown Pointe
P.O. Box 112313
Anchorage,AK 99511-2313
Pump Installation Date: 08 -09 -2018
Pump Intake Depth Below Top of Well Casing: 417 feet
Pump Manufacturer's Name: Goulds
Pump Model: 5HS10
Pump Size: 1 hp
Pitless Adapter Burial Depth: /A feet
Pitless Adapter Manufacturer's Name: N/A
Pitless Adapter Installer: NSA
Well Disinfected Upon Completion? ! Yes ❑ No
Method of Disinfection: chlorine tablets
Comments:
Please save for COSA.
Pump Installer Name:
Company: Aarow Pump & Well Service, LLC
Mailing Address: P.O. Box 110496
City: Anchorage State: AK Zip: 99511
Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation.
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 Water & Wastewater System Permit
Permit Number: OSP181046
Work Type: WellSeptic Initial
Tax Code Number: 02029179000
Site Legal Address: SCENIC HEIGHTS LT 4 G:3637
Site Mailing Address: 5733 GREECE DR, Anchorage
Owner: PIERSON ROBERT P & DONNA L
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date
Expiration Date:
Lot Size in Sq Ft
Total Bedrooms:
JAI C
I -r
Dcpartnlcilt
4/17/2018
4/17/2019
43628
0 Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 0 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: t
hj
Issued By:
Date: 7
119
Date: ` 7
3
E PIons
MUNICIPALITY OF 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. 020-291-79
Property owner(s) Robert & Donna Pierson Day phone _
Mailina address 1601 Abbott Rd, Suite 102, Anchorage, AK 99507
Site address NHN Greece Drive
Legal description (Sub'd., Block & Lot) Scenic Heights, Lot 4
Legal description (Township, Range & Section)
Lot Size 43,628 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(N all that apply)
Absorption Field
0
Initial ❑X
Single Family (SF)
❑X
(w/wo AD U)
Septic Tank
❑X
Upgrade ElDuplex
(D)
❑
Holding Tank
❑
Renewal ElMultiple
Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
❑X
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.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 4 -N9
Date of Payment: i/ 11 119,
Receipt Number:
Permit No. 0S I
Permit App__- : .'-:c
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
PO BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
April 13, 2018
Municipality of Anchorage
Development Services Dept- On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Scenic Heights L4 – NHN Greece Drive
Septic system design and permit application
Dear On-Site Services Engineer:
The owner of the above lot intends to build a 3-bedroom home on the property, so we are
submitting this permit application for the construction of a new well and septic system. The
attached site plan identifies the location of the home as well as the proposed well, septic location
and alternate site. No conflicts exist between this proposed system and any other well or septic
system, whether on this lot or adjacent lots.
The ground surface on the lot slopes moderately away from road towards the southwest corner of
the lot. The slopes in general range from 10-20%. There are no slopes greater than 25% within 50
feet downslope of either the primary or alternate site. Drainage arrows are shown on the site plan
showing the grade and direction of flow. Stormwater drainage will not impact this septic system.
The new trench will be constructed parallel to the slope as much as possible. It will be a minimum
of 100’ from all wells and surface water, and more than 5’ away from the septic tank. The alternate
site is located more than 16’ away.
Please refer to the attached test hole logs, soils lab analysis, plan and profile pages for the septic
design. If this design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Benjamin Schiller, PE
4/13/18
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP181046, Rebecca Carroll, 04/17/18
10.4%13.0%15.1%8.9%11.4%11.6%15.3%9.5 %
ALTERNATE SITE
FCO
10050 0
FEET
1"=50'
36' LONG x 3' WIDE, 8'
EFFECTIVE DEPTH
ABSORPTION TRENCH
3-BDRM HOME
WELL
1000-GAL SEPTIC
TANK
NOTE:
NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 100' OF THE
PROPOSED SEPTIC SYSTEM
ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS
PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC
SYSTEMS.
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
CO MT
TH#1 GREECE DRIVESCENIC HEIGHTS LOT 4
Apr 13, 2018
10' T&E EASEMENT 10' T&E EASEMENT50' SECTION LINE EASEMENTUNDEVELOPEDTH#2
CO
2CO
CO
CO
16.0
10.1
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP181046, Rebecca Carroll, 04/17/18
SCENIC HEIGHTS LOT 4
DESIGN FACTORS: SYSTEM REQUIREMENTS:
450 GPD PEAK FLOW
PERK RATE: 11.4 MIN/IN
APPLICATION RATE: 0.8 GPD/SF
3' WIDE DEEP TRENCH SYSTEM
1000-GAL SEPTIC TANK
TYPICAL DEEP TRENCH SECTION
(NO SCALE)
4" PERFORATED PVC (HOLES DOWN)
DRAINFIELD ROCK
3'
6"
6"
1'-6"
8'
Apr 13, 2018
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2'
WITH 2" OF INSULATION
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
BOTTOM OF TRENCH: 10' BELOW GRADE
FLOW LINE ELEVATION: 2' BELOW GRADE
TOP OF TRENCH: 0.5' ABOVE GRADE
450 GPD / 0.8 GPD/SF / 8' DEEP / 2 SIDES = 35.2 LF TRENCH REQUIRED (36 LF SPECIFIED)
INSULATION
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP181046, Rebecca Carroll, 04/17/18
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE:
PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
TECHNICIAN:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(feet)
PROJECT No.:
TEST HOLE 1
SLOPE
SLOPE
SITE PLAN
See Site Plan
DATE READING GROSS TIME
(minutes)
NET TIME
(minutes)
DEPTH to
WATER NET DROP
TEST HOLE PRESOAKED PRIOR TO TESTING:
PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
(inches)(inches)
Scenic heights Lot 4
3/27/18
J. Millette
Development Services Department
4700 Elmore Road Anchorage, AK 99519-6650
Municipality of Anchorage
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH OF WATER AFTER MONITORING:
IF YES @ WHAT DEPTH?
NO
-
NONE
3:30
3/30
7-5/81
11.4 6
3.5 4.5
4:00 30 10-9/16 2
1' OB
SILTY SANDY GRAVEL (SP)
020-291-79
CROWN POINTE HOMES
3/30
4:01 3
4:31 30 4
4:32 5
5:02 30 6
2-15/16
2-7/810-1/2
Professional Engineers Stamp:
Apr 13, 2018
4/12/18
7-5/8
2-7/810-1/2
7-5/8
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP181046, Rebecca Carroll, 04/17/18
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE:
PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
TECHNICIAN:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(feet)
PROJECT No.:
TEST HOLE 2
SLOPE
SLOPE
SITE PLAN
See Site Plan
DATE READING GROSS TIME
(minutes)
NET TIME
(minutes)
DEPTH to
WATER NET DROP
TEST HOLE PRESOAKED PRIOR TO TESTING:
PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
(inches)(inches)
Scenic heights Lot 4
3/27/18
J. Millette
Development Services Department
4700 Elmore Road Anchorage, AK 99519-6650
Municipality of Anchorage
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH OF WATER AFTER MONITORING:
IF YES @ WHAT DEPTH?
NO
-
NONE
3:45
3/30
4-1/21
8.9 6
3.5 4.5
4:15 30 7-7/8 2
1' OB
SILTY SANDY GRAVEL (SP)
020-291-79
CROWN POINTE HOMES
3/30
4:16 3
4:46 30 4
4:47 5
5:17 30 6
3-3/8
Professional Engineers Stamp:
Apr 13, 2018
4/12/18
4-1/2
7-7/8 3-3/8
4-1/2
7-7/8 3-3/8
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP181046, Rebecca Carroll, 04/17/18
R(JSt*
r fin 4 s�'a 9,�(l 1 8 9 10
` Sit I . `06 ,, •
•
• Municipality of Ancho *IS° �4
On-Site Water and Wastewater Pro.? SEP (s ov8
(907) 343-7904 °' SAFETY
ti
�d 4,
Certificate of On-Site Systems Ap.
020-291-79 9
Parcel I.D. Expiration Date: r(' /� �(
1. GENERAL INFORMATION
Complete legal description Scenic Heights Lot 4
Location (site address) 5733 Greece Drive
Current Property owner(s) Robert & Donna Pierson Day phone
Mailing address 1601 Abbott Rd. Ste 102, Anchorage, AK 99507
Real Estate Agent Day phone
2. TYPE OF DWELLING:
El Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well Individual
Individual Water Storage ❑ Holding Tank ❑
Community Class Well ❑ Community ❑
Public Water System ❑ Public Sewer ❑
WaiverNariance request for: Distance:
Received by: AI 1204 Date: 0/157/
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee $ Waiver Fee $
Date of Payment `� f o '112 Date of Payment
Receipt Number Qua lOb Receipt Number
COSA# QX 151 A 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 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/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 Forge Engineering Phone (907) 522-7773
Address PO Box 240773 Anchorage, AK 99524
Engineer's Printed Name Benjamin Schiller P.E. Date 9/26/18
i�P� •,.. .AC.qe- 914
6. DSD SIGNATURE 3 / P
System#1 Approved for bedrooms Benja in Schiller
System #2 Approved for bedrooms +tslF�FO a ��`��,��,.�
Disapproved tl\ ���"o�"�
Conditional approval for bedrooms, with the following stipulations:
V�QP��N U��VChO
ON-SITE 0
WATER AND m•'
rock WASTEWATER Q
•
PROGRAM
Air SER\1\65°
By: Original Certificate Date:
(6 57O
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.
7. ATTACHMENTS: `^
COSA Checklist X Nitrate Advisory., .
Septic System Advisory Arsenic Ativisbrj/
Well Flow Advisory Other
COSA blue sheet_E c
•
If more than 1 septic system is on the lot:
COSA Checklist# of
Structure served by this system
Certificate of On-Site Systems Approval Checklist
Legal Description: Scenic Heights Lot 4 Parcel ID: 020-291-79
A. WELL DATA
Well type Private If A, B, or C provide PWSID# Well Log (Y/N) Y
Date completed 6/5/18 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y
Total depth 426 ft. Cased to 111 ft. Casing height(above ground) 24 in.
FROM WELL LOG AT INSPECTION
Date of test 6/5/18 NEW
Static water level 232 ft. ft.
Well production 1 •5 g.p.m. g.p.m.
WATER SAMPLE RESULTS:
Coliform Neg colonies/100 mL Nitrate 2.28 mg/L •
Arsenic ND ug/L Date of sample: 9/14/18 Collected by: Forge Engineering
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Septic/Steel Date installed 5/4/18
Tank size 1000 gal. Number of Compartments 2 Cleanouts (Y/N) Y
Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) N
Date of pumping Pumper New Construction
C. ABSORPTION FIELD DATA
Date installed 5/4/18 Soil rating (g.p.d./ft2 or ft2/bdrm) 0.8 System type Deep Trench
Length 36 ft. Width 3.0 ft. Gravel below pipe 8.0 ft.
Total depth 11 .9 ft. Eff. absorption area 576 ft2 Monitoring tube Y Depression over field N
Date of adequacy test New Results (Pass/Fail) For bedrooms
Fluid depth in absorption field before test in. Water added gal. New depth in.
Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d.
Any rejuvenation treatment(past 12 mo.) (Y/N &type) If yes, give date
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 in.
Datum Cycles tested Meets alarm&circuit requirements?
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot >100' On adjacent lots >100'
Absorption field on lot >100' On adjacent lots X100'
Public sewer main '75' Public sewer manhole/cleanout >100'
Sewer/septic service line >25 Holding tank >1 00
Animal containment areas >50' Manure/animal excretestorage areas >100'
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation Property line Absorption field >5
Water main >10' 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 �1 00 Driveway, parking/vehicle storage
Curtain drain None Noted Wells on adjacent lots >100'
F. COMMENTS
G. ENGINEER'S CERTIFICATION ��®�A®'�
��� k
I certify that / have determined through field inspections and cAge �®� ^�,q9��i
review of Municipal records that the above systems are in Gj).• `oma -y��(A
conformance with MOA COSA guidelines in effect on this date. 1 *. 49 TH /\ . *
Benjamin Schiller, P.E.
Engineer's Printed Name ® 0
Date 10/12/18 0q •.` BenjamiySchiller, iS
: ff
� 9 • CE 12592 •
f Fc�l•• 10/12/18• •••��
���F-,PROFESS\ON'-O®'
COSA brown sheet 10-10-12.doc
SCENIC HEIGHTS SUBDIVISION
LOT 4
43,628 S.F.
GRAVEL DR. LOT 2 GRAVEL DR.
LOT 3
175.50'
S 89°56'34'E
83.0' I
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AS — BU I L T I HEREBY CERTIFY THAT I HAVE SURVEYED THE
GASTALDI LAND , PROPERTY DEPICTED ABOVE AND THAT NO ,b°
ENCROACHMENTS EXIST EXCEPT AS INDICATED. • 000E
SURVEYING, LLC IT IS THE RESPONSIBILITY OF THE OWNER TO
JEFF A. GASTALDI, R.L.S. DETERMINE THE EXISTENCE OF ANY EASEMENTS, oe�•• no0F��V ^P62000 E. DOwLING RD., SUITE 8 COVENANTS OR RESTRICTIONS WHICH DO NOT
ANCHORAGE, ALASKA 99507 APPEAR ON THE RECORDED SUBDIVISION PLAT.
PHONE 248-5454 UNDER NO CIRCUMSTANCES SHOULD ANY DATA
GRID DATE HEREON BE USED FOR CONSTRUCTION OR FOR
SW3637 8/29/2018 ESTABLISHING BOUNDARY OR FENCE LINES. BUILDING DETAIL
ANCHORAGE RECORDING DISTRICT, ALASKA SCALE: 1"=20'
F.B. JOB NO.
NOTE : NO CORNERS SET THIS DATE
4,