HomeMy WebLinkAboutSKY MANOR SOUTH S12273 Onsite File
Sky Manor
South
#512273
GARNESS ENGINEERING GROUP, Ltd
CIVIL& ENVIRONMENTAL ENGINEERS
REVISED July 20, 2016
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Attention: Deb Wockenfuss
Phone: 907-343-7906
Subject: Soils Investigation Report and Septic Reserve Area for the Proposed
Subdivision of Sky Manor South SID - a subdivision of Lot 1; Tundra Jewel Ranch
SID (Case # S-12273) Located in Chugiak, Alaska
Mrs.Wockenfuss,
Sky Manor South is a proposed subdivision of Tundra Jewel Ranch S/D; Lot 1 which is located in
Chugiak,Alaska. Based on the preliminary plat drawing provided to us, the subdivision of Lot 1 will
consist of six(6) lots.We have excavated and logged test holes on each proposed lot that will be used to
establish septic reserve areas or platted drainfields for each lot in the subdivision.
SEPTIC RESERVE AREAS
We have prepared soil logs for all test holes (see attached). Per MOA wastewater ordinance AMC
15.65.180, we are required to provide a site map showing a septic reserve area for each lot that meets
the requirements set forth in Table 2 of AMC 15.65.180 (see below).
TABLE 2
TABLE INSET:
Percolation Rate Total Reserved Area(square
(minutes/inch) feet)
1--5 10,000
5--12 12,000
12--24 14,000
24--60 16,000
The percolation tests for all seven (7)test holes were<1 minutes/inch. Based upon Table 2, each lot
would require a septic reserve area of 10,000 square feet. As can be seen on the site map, which has
topographical information established by S4 Group,the majority of the property has slopes less than
3701 East Tudor Road, Suite 101 *Anchorage,Alaska 99507-1259
Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com
Page 2 of 2
25%. In short, there are no concerns with slope setback requirements with the reserve sites.We have
shown 10,000 sq.ft. septic reserve area for all properties in this subdivision.
WATER SYSTEM CONNECTION:
There is an existing approved Community, Non-Transient Water System (PWSID#218807) called Sky
Manor Water System to the northeast of this proposed subdivision. The owner is proposing to preform
upgrades to this water system to include service to five(5) of these proposed lots and one other
additional lots (Tundra Jewel Ranch S/D; Lot 11). The upgrades consist of adding additional storage to
the water system and increased capacity to the distribution pump skid. The proposed key box and water
service line locations are shown on the attached site plan.We have prepared a design submittal
package to ADEC Drinking Water Program to request approval of the upgrades to the water system and
have provided you a copy of this submittal. We have received approval from the ADEC Drinking Water
Program for these modifications to the water system and have attached a copy of the approval for your
review.
ADDITIONAL INFORMATION:
Based upon your comments on the Summary of Action for this plat, we are required to provide approval
for the existing septic system on the lot and the proposed easement. The easement is shown on
attached site plan for the septic reserve map and we have attached a copy of the ADEC approval of this
septic system.
If you have any .u= ons, please contact us at 337-6179.
Si. ere y,
�J- -y £ �� . gess, ' E. M.S.
Presid
3701 East Tudor Road, Suite 101 *Anchorage,Alaska 99507-1259
Phone: (907)337-6179*Fax: (907)338-3246*Website:www. garnessengineering.com
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GARNESSPHONE NUMBER:
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• . / • 3701 E.TUDOR ROAD.SUITE 101•ANCHORAGE.AK 99607•PHONE (907) 337-6179•FAX (907) 338-3216•WEBSRE;,ww,,,AmN..,,,,l,l nq,,,,,, 1 OF 1
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1.1••• LEGAL DESCRIPTION:
♦ DRAWN BY:
•1 j ••.... •• TUNDRA JEWEL RANCH S/D; LOT 1 -PROPOSED SKY MANOR SOUTH (CASE#S12273) J.L.M.
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44 TYPE OF WORK:
SITE PLAN FOR TEST HOLE LOCATIONS AND RESERVE SEPTIC SITES DATE:
REVISED 7/20/2016
GARNESS ENGINEERING GROUP, Ltd • = . 4:. :: ......... s
CIVIL&ENVIRONMENTAL ENGINEERS • •
3701 F Tial:;F FCAD S,,1-F•.ft•AN.^.FORAGE.AK 99507•PHONE (907) 337$179•FAX(9071 338.3248•VOEBSITE www g,r'essenpi neem,<cm 0 • . . r : ,
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LEGAL DESCRIPTION: TUNDRA JEWEL RANCH;LOT 1 =PROPOSED SKY MANOR PHASE II,LOT 8 •�•��'•••••• .4 i
PERFORMED FOR: C&T CONSTRUCTION DATE: 7/28/2015 #6,,PROFES`;s:�4
DEPTH
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',.t..: ::.4;7. : THROUGHOUT
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DATE READING
11 —0!•.ow.i; TIME (MINUTES) READING (INCHES)
•
^.401!•'�" 7/28/2015 1 - - 6" -
12 — e�,
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15 4i'r +i 7 - - 6" -
8 - <1 0" 6"
16 $.614. 9 - _ 6"
17 — 10 - <1 0" 6"
11 - - 6" -
18 — 12 - <1 0" 6"
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19 —
TEST RUN BETWEEN 5.5 FT. AND 6.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES •NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ERIK WIDGER
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS,CERTIFY THAT THIS WAS PEFFORIyIED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: L, '1 Pir
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GARNESS ENGINEERING GROUP, Ltd
= CIVIL&ENVIRONMENTAL ENGINEERS ; 0
3701 E.TUDOR ROAD.SUITE 101•AI;CIJORAGE,AK 99507•P8060 (907) 337-6179'FAX(907) 3383266'WEBSITE wxw 9a-ossc-9:c,n„c,', 0-• 0
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LEGAL DESCRIPTION: TUNDRA JEWEL RANCH;LOT 1 =PROPOSED SKY MANOR PHASE II,LOT 9 •♦;('- ••••�� b Ci
PERFORMED FOR: C&T CONSTRUCTION DATE: 7/28/2015 �•�O•.•o,,, 6i2.*
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15 — � 7 _ 6"
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16 — "•
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11 - - 6" -
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18 12 - <2 0" 6"
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN 6.0 FT. AND 7.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES U NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ERIK WIDGER
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I,JEFFREY A. GARNESS,CERTIFY THAT THIS WADS P RFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: brat//L
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ISOIL LOG - PERCOLATION TEST •. ,11 - •:y A.Ga'ness .rkv=
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• aLEGAL DESCRIPTION: ♦ <� ••• .{�{I �4•• •PERFORMED FOR: C&T CONSTRUCTION DATE: 7/28/2015 •♦♦1 ;`S`; :
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11 - ;` .,� DATE READING TIME (MINUTES) READING (INCHES)
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12 — i;r+
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15 — r,;;:: 7 - _ 6"
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16 6.6.4. 9 - - 6" -
17 — ,
10 - <2 0" 6"
11 - - 6" -
•
18 — 12 - <2 0" 6"
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19 —
TEST RUN BETWEEN 5.5 FT. AND 6.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES •NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ERIK WIDGER
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER ORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: (,1.'I/1/4 /
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GARNESS ENGINEERING GROUP, Ltd • `' 4• � * ..
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LEGAL DESCRIPTION: TUNDRA JEWEL RANCH;LOT 1 =PROPOSED SKY MANOR PHASE II,LOT 9 •1��F,�•••••6l17 ii..6•••••••����PERFORMED FOR: C&T CONSTRUCTION DATE: 7/28/2015 11��P •4eee....• 4 ��
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DEPTH
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2
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7 660,:i••• D/N I I
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8 —• .,.:t DRY 7/28/2015
40•* 'i DRY 8/512015 scALe.
9 — "- ,•w a GP W/ SOME 1"=,00"
i DRY 10/14/2015
iF�*+i+�,.. SP MIXED
:.':.4, THROUGHOUT
10 —ioiiiiiriAj.
• • DATE READING CLOCK NET TIME WATER LEVEL NET DROP
11 .n* % TIME (MINUTES) READING (INCHES)
eil+' 7/28/2015 1 - - 6" -
♦`i fe{ . 2 <2 0" 6"
' •. .•• -
13 3 6" -
eii+s. 4 - <2 0" 6„
14 •14,*„ Tr'• 5 - - 6” -
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6 <2 0" 6"
15 —• _ : 7 6"
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16 B.O.H.
9 - 6" -
17 — 10 - <2 0" 6"
11 - - 6" -
18 — 12 - <2 0" 6"
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19 —
TEST RUN BETWEEN 6.0 FT. AND 7.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES U NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ERIK WIDGER
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I,JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: (, 11/16
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ISOIL LOG - PERCOLATION TEST I i.� ' : mess .c 144 m
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LEGAL DESCRIPTION: TUNDRA JEWEL RANCH;LOT 1 =PROPOSED SKY MANOR PHASE II,LOT 10 ♦♦���'•,. /_ ��1/b� �4..
PERFORMED FOR: C&T CONSTRUCTION DATE: 7/28/2015 •♦;44
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DEPTH
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9 —�414;' DRY 1 0/1 4/201 5
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10 — Lr *
+ • CLOCK NET TIME WATER LEVEL NET DROP
11 —' •
`,;.� DATE READING TIME (MINUTES) READING (INCHES)
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12 ��•�_. •
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CIVIL&ENVIRONMENTAL ENGINEERS ••
3701 E TUDOR ROAD.SUITE 101•ANCHORAGE.AX 99507'PHONE(907) 337.6179'EA)((907) 3393268•WEBSITE www.9ama6ae"9hexn9.wm
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SOIL LOG - PERCOLATION TEST • o ' CE-7948 '�a
LEGAL DESCRIPTION: TUNDRA JEWEL RANCH;LOT 1 =PROPOSED SKY MANOR PHASE II,LOT 11 ��• ;�e�••,.. 61�,� 6./e• 1
PERFORMED FOR: C&T CONSTRUCTION DATE: 7/28/2015 ♦.��PROFESS\(x1�4..•
DEPTH ,,liras*�
(feet) = ORGANICS TEST HOLE #11 it- p,EccB 811-
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7 —VIP* • DATE P
0.11.'1., GROUNDWATER A' N
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8 w r DRY 7/28/2015
it"y':441 DRY 8/5/2015 SCALE:
9 — . .� 4 GP W/ SOME DRY 10/14/2015 '100
+11`.•1!. SP LENSES
:4°.e• THROUGHOUT
'''s,,V.!
+ ;:..:.:-- CLOCK NET TIME WATER LEVEL NET DROP
DATE READING TIME (MINUTES) READING (INCHES)
,:+: : .:. - -
12 — •‘,,,i,1•,..4*
7/28/2015 1 6"
***NOVi 2 - <1 0" 6"
3 - - 6" -
+`silk*1 4
14 —**.,••.*i 5 - - 6" -
lei.: 6
15 — 4•ii.4• 7 - - 6" -
&...•1..
: • ., 8 - <1 0" 6"
16 $.o.N: 9 - - 6" -
17 — 10 - <1 0" 6"
11 - - 6" -
18 — 12 - <1 0" 6"
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19 -
TEST RUN BETWEEN 5.5 FT. AND 6.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES U NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ERIK WIDGER
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I,JEFFREY A.GARNESS,CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: (�/)7/1L
Si
GARNESS ENGINEERING GROUP, Ltd ' I ' *
CIVIL&ENVIRONMENTAL ENGINEERS •
3731 E.TUDOR ROAD.SUITE•:,1•ANCHORAGE.AK 99507•PHONE (907) 3378179•FAX(907) 3383246•WE8SITE.swot gamw3,g,,,n,,)c;:.rn i•• fie 0 •; y •. arness .iVol
SOIL LOG - PERCOLATION TEST I ♦ o ; _
J, CSE:79 3 T
LEGAL DESCRIPTION: TUNDRA JEWEL RANCH:LOT 1 =PROPOSED SKY MANOR PHASE II,LOT 12
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PERFORMED FOR: C&T CONSTRUCTION DATE: 7/28/2015 �*1;PROF `;�1.���
DEPTH
(feet) ----=It
ORGANICS TEST HOLE #12 A GG$$�
1
SOIL CLASSIFICATIONS SITE PLAN
2 LOAM (SM)
W/ LARGE q. o , GW =__�� ORG
3 BOULDERS '` `. • GP ML
4 74 4 GM / CL
GC � 1 OL N'-
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9
'•:., DEPTH TO
)1\
7 +II:7 GROUNDWATER DATE• fix., N
8 •ki. ..�. DRY 7/28/2015
107,41,:, DRY 8/5/2015
SCALE:
':t. cam'•' I 1
9 —4040 DRY 10/14/2015 1• -100•
i`aOV• GP TO SP
e- • DATE READING CLOCK NET TIME WATER LEVEL NET DROP
11 —4 :-, TIME (MINUTES) READING (INCHES)
'.1%1..
,.....ti. -
• 7/28/2015 1 6" -
12 —'1•4;•••i,44!
!
<1 0„ 6„
•
13ifiy
••y ... 4 - <1 0" 6„
14 —P•' ' -'• 5 - - 6" -
4? :- 6 - <1 0" 6"
15 .gn0,.• 7 - 6"
..• ••, 8 - <1 0" 6"
16 .4.i •.s' '
•`i••e• 9 - - 6"
17 ii.6.4. 10 - <1 0,. 6„
11 - 6" -
18 12 - <1 0" 6"
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19 —
TEST RUN BETWEEN 5.5 FT. AND 6.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES I.NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ERIK WIDGER
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I,JEFFREY A. GARNESS, CERTIFY THAT THIS WAS RFO MED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: £( ?1///.
I
OF Tye Department of Environmental
4,47 \ I17y' eTHE STATE
A
°fALASKA Conservation
DIVISION OF ENVIRONMENTAL HEALTH
Drinking Water Program
Vr. GOVERNOR BILL WALKER
ALAS'. 555 Cordova Street
Anchorage,Alaska 99501
Main:907.269.6064
Fax: 907.269.7650
July 14,2016
Jeffery Gamess P.E. File:Chugiak—Sky Manor Wellhouse
Garness Engineering Group,Ltd. PWSID:218807
3701 E.Tudor Road,Ste. 101 Class:Community
Anchorage,AK 99507 Source: Groundwater
Re: Sky Manor Wellhouse,Tundra Jewell Ranch Subdivision
Distribution System Expansion—Conditional Approval to Construct
Dear Mr. Garness:
Thank you for the submittal on June 27,2016 requesting approval to construct modifications of the
Sky Manor Subdivision public water system to accommodate an expansion of the subdivision to
include duplexes on six additional lots. Modification will include adding a third 1,000 gallon storage
tank,replacement of the existing pump end for the Grundfos booster pump system with a CR 10-4
pump end and installation of 6 new service connections to the existing 3-inch HDPE distribution
main.This letter,along with the attached Construction and Operation Certificate,grants
Construction Approval for these modifications,subject to conditions detailed below.
System Description
The Sky Manor Subdivision water system operates year round with an estimated population of 72
people which will increase to 156 people after expansion of the water system.The system
classification is community water system (CWS) and the source classification is ground water.
The Public Water System Identification Number(PWSID) for this system is 218807;all
correspondences (including laboratory samples) to the Department regarding this water system
should reference this number.
Water supply design criteria is based on an estimated demand for 156 individuals and a water usage
of 75 gallons per person per day for a design average daily total water usage of 11,700 gpd and a
instantaneous peak demand of 66 gpm.Thy system includes the following components:
• Source Water;A single 273 foot deep 6-inch drinking water well,along with a well-house,is located
in the southern part of Lot 7,Sky Manor S/D. The well is fitted with a Grundfos 25520-11 2HP
submersible pump,providing a flow of approximately 25 gpm;
• Water storage and system pressure:There are currently two 1,000 gallon Norwesco storage tanks.
This project will add a third identical tank. System supply and pressure are maintained with a
Hydro MPC-E Boosterpaq variable frequency drive controller containing two Grundfos pumps,
model CR5-9, and an Amtrol WX-102 hydropneumatic pressure tank. This project will replace
the CR5-9 pump heads with CR10-4 heads.
• Distribution:7 service connections are currently connected to a 720 foot long 3-inch HDPE water
distribution main. This project expands the system capacity so that 6 additional service lines may
Jeffery Gamess,P.E. July 15,2016
be added to this water main. Upon completion of this project,this water system may serve up to
13 residential duplexes.
Conditional Construction Approval
The submitted engineering plans and supporting information have been reviewed and are approved
in accordance with Alaska Drinking Water Regulations(18 AAC 80).The enclosed Construction
and Operation Certificates,with the Approval to Construct section completed,constitutes written
approval.Deviations from approved plans which affect capacity, flow,pressure,operation,
compliance,materials of major system components (particularly any components which do not meet
NSF Standard 61),must be approved by DEC prior to their construction or implementation.
Issuance of this approval is contingent upon compliance with the below condition:
1. It appears that construction of these modifications my result in an interruption of water
service to the existing customers. It is important to plan the timing of construction to
minimize impact to these customers and to inform the customers of the upcoming outage.
Prior to commencement of this work,the contractor shall communicate with the Drinking
Water Program so that we may discuss timing of outages,customer outreach and conditions
for resumption of service. We recommend that you prepare pamphlets that you distribute to
customers describing the intended work,timing of the work and a recommendation that
homeowners flush their taps prior to consuming drinking water upon resumption of service.
Contact information is listed at the end of this letter.
Interim Approval to Operate Conditions
As part of your submittal requesting Interim Approval to Operate,please provide written
verification of the following.
1. Construction of the water system has been completed under the direction of a professional
engineer licensed to practice in the State of Alaska and in accordance with the engineering
plans and specifications;
2. Wellhouse plumbing has been flushed,disinfected,and sampled for total coliform in
accordance with current AWWA Standards C652 and C653.Provide the location in the
system where each sample was take,the time and date of each sample,and the results for
each sample.
Requirements for Final Approval to Operate
Final Approval to Operate should be requested within 180 days of receiving Interim Approval to
Operate.As part of your submittal requesting Final Approval to Operate,please provide the
following:
1. Record Drawings,stamped and signed by an engineer licensed in the state of Alaska,
confirming that the system meets the requirements of 18 AAC 80. "Record Drawings"refers
to the original plans prepared for construction and department approval,revised to reflect
how the system was constructed or installed.
2. Verification that the water system is being operated by a person appropriately certified for
this system in accordance with 18 AAC 74,Water&Wastewater Certification&Training.
For further questions please contact Ken Smith with the Operator Certification and Training
Program at 465-5136.Appeal Process
Any person who disagrees with this decision may request by mail,e-mail,or facsimile an informal
review in accordance with 18 AAC 15.185 or an adjudicatory hearing in accordance with 18 AAC
15.195-15.340. Informal review requests must be delivered to the Division Director within 15 days
of receipt of this decision. Adjudicatory hearing requests must be delivered to Commissioner Larry
160715_SkyManor_218807_CA.docx Page 2 of 3
Jeffery Gayness,P.E. July 15, 2016
Hartig within 30 days of this decision,otherwise,the right to appeal is waived.For more
information,visit www.dec.state.ak.us/commish/ReviewGuidance.htm.
If you have any questions regarding this plan review please do not hesitate to contact me at 269-
6064 or daniel.reichardt@alaska.gov.
Sincerely,
P.on. M.,.. "--".""."".."""""•-----
Daniel Reichardt,PE
Engineer I,DEC
Enclosures: Public Water System Construction and Operation Certificate
cc: John Thomson
C&T Construction
11404 Jessie Mae Circle
Eagle River,AK 99577
Pierce Blewitt,Garness Engineering,email w/ enclosure
John Goerner,Operator,Water at Work Consulting,email w/enclosure
Jessica Cahill,EPS,DEC,email w/ enclosure
160715_SkyManor_218807_CA.docx Page 3 of 3
Alaskal State of Alaska Department of Environmental Conservation N�Av,of T,,�
(DEC Drinking Water Program •
� k
PUBLIC WATER SYSTEM •,
,�, CONSTRUCTION AND OPERATION CERTIFICATE
Approvals listed below are for compliance with the requirements of the State ojAlaska4a:
•
Drinking Water Regulations 18 AAC 80. Any approvals granted do not imply or grant any
other federal,state or local authorizations that may be required. 'r
Water System Name: Sky Manor Wellhouse Modifications PWSID: 218807
Water Source: Groundwater Classification: Community
r System Wide Approval it.7 Modification Approval
Project Description:
The Sky Manor S/D water system is an untreated GW system. Modifications to the well-house are being made to expand
capacity to 13 service connections. Modifications include replacement of the distribution pump heads and installation of a
third 1,000 gallon storage tank
A. APPROVAL TO CONSTRUCT
Plans submitted in accordance with 18 AAC 80.205 by Jeffery Gamess,PE have been received and are
FT approved as submitted r conditionally approved;see attached letter
Engineer I,DEC July 15, 2016
Daniel A.Reichardt,PE (Title) (Date of Approval)
If applicant fails to construct,alter, install, or moth the system within two years of the date of approval to construct,
approval is void, and plans must be resubmitted for Department review and approval(as per 18 AAC 80.215(a)).
Approved Change Order
Change(contract order number or description):
(Reviewing Engineer) (Title) (Date of Approval)
B. APPROVAL TO OPERATE
This section must be completed and signed by the Department before any water is made available for public use.
Interim Approval to Operate:
This interim approval to operate expires on It is illegal to operate a public water system beyond the
expiration date without Final Approval to Operate from the Department.
(Reviewing Engineer) (Title) (Date of Approval)
Interim Approval Extension:
This interim approval to operate has been extended to
(Reviewing Engineer) (Title) (Date of Approval)
Interim Approval Extension:
This interim approval to operate has been extended to
(Reviewing Engineer) (Title) (Date of Approval)
Final Approval to Operate
Record drawings and other documents submitted to the Department, or an inspection by the Department,has confirmed
that the public water system was constructed in substantial conformance to 18 AAC 80.
(Reviewing Engineer) (Title) (Date of Approval)