HomeMy WebLinkAboutALPINE VILLAGE BLK 2 LT 1
Certificate of On -Site Systems Approval
Parcel I.D. 014-132-01
Legal description Alpine Village Block 2 lot 1
Site address 7206 Zurich St Anchorage, AK 99507
Current property owner(s) Clark
Expiration Date: 3-15-2023
X The On-site system(s) is/are approved for 3 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or advisories:
By Original Certificate Date: /
This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
system(s) is/are in substantial compliance with municipal code. The Municipality of
Anchorage, Development Services Department (DSD) issues COSAs based upon
representations provided by an independent professional engineer. The Municipality of
Anchorage is not responsible for errors or omissions in the professional engineer's work.
ATTACHMENTS:
COSA Checklist X Well Flow Advisory
Absorption Field Advisory Nitrate Advisory
Tank Age Advisory Arsenic Advisory
Other
COSA Approval_June 2022
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 014-132-01
Complete legal description ALPINE VILLAGE BLOCK 2, LOT 1
Location (site address) 7206 ZURICH STREET, ANCHORAGE, AK 99507
Current property owner(s) TIMOTHY JOHN CLARK Day phone
2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS
3. TYPE OF WATER SUPPLY: ® Private Well ❑ Private Well serving 2 dwelling units
❑ Private Well serving 3+ dwelling units ❑ Community Well or Public
❑ Water Storage
4. TYPE OF WASTEWATER DISPOSAL: ❑ Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ® Community Septic or Public Sewer
5. SEPTIC TANK: ❑ Steel ❑ Plastic ❑ Concrete ❑ Fiberglass
Age NA - See advisory if steel older than 20 years
6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench ❑ Wide Trench ❑ Seepage Pit
Waiver request for: Distance:
Expedited review requested: ❑
By applying for this entitlement, this property is subject to inspection by municipal On-site staff
to verify the accuracy of the information provided.
COSA Fee $
Date of Payment
COSA # �SG�� 1!�o -I
Waiver Fee $
Date of Payment
Waiver #
COSA Applicafion_July 2022.doc
Legal Description: ALPINE VILLAGE_ BLOCK 2, LOT 1 Parcel ID: 014-132-01
If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system _
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Water storage tank volume NA gallons
Date drilled UNKNOWN Total depth UNKNOWN ft
Well disinfected for coliform test? ® Yes ❑ No
Cased to *401+ ft (UNKNOWN)
® Coliform bacteria is Negative
® Sanitary seal is functioning correctly
Nitrate mg/L ® Nitrate less than MRL (ND)
® Wires are properly protected
Arsenic 10.8 ug/L ❑ Arsenic less than MRL (ND)
Casing height (above ground) 18+ in.
FWIS
Collected by
Date of flow test for COSA 11/28/2022
& SULLIVAN
Static water level at beginning of test 23 ft.
Date 11/28/22 &
Well production at time of test 6.5 gpm
Comments *MOA records show 40'+ casing and is assumed at 40'+ per MOA file nitrate levels and surrounding
wells. Sullivan Water Wells extended casing added seal / conduit chlorinated water system with new coliform
test. Recent well flow showed static water level at 23'
and water level only dropped 9' during test duration
B. TANK DATA – PUBLIC SEWER
Measured operating fluid level in septic tank
Date of pumping
❑ Required maintenance completed, if AWWTS
Comments:
D. ABSORPTION FIELD DATA - PUBLIC SEWER
Which system tested (date installed)
❑ ALL standpipes present per record drawing
Total measured depth from grade ft (max)
Measured depth to pipe invert from grade ft (min) ❑
N/A – pressurized field.
❑ Per record drawings, field is insulated.
❑ Monitor tubes go to bottom of effective.
If not, state depth into effective
❑ Presoaked required if
(Required if house vacant or field not used for more
than 30 days prior to date of test)
Gallons introduced gallons date
Any rejuvenation treatment (past 12 months)
If yes, enter date
Comments/Deficie
COSA Checklist 2022 WELL ONLY.docx
C. LIFT STATION
❑ Required maintenance completed
Age of lift station years
Lift station material
Comments:
Adequacy test date
Results ❑ Pass
Fluid depth prior to test _ in
Water added _ gal
New fluid depth _ in
Elapsed time _ min
Final fluid depth _ in
Absorption rate gpd
FIELD STATUS – POST RECOVERY
Effective depth (per record drawings)
Effective depth used — in
Effective depth remaining in
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well on lot)
Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout > 100'
❑ Yes if No NA ft ❑ Yes if No *79 ft
Neighboring Tank > 100' 0 Yes if No ft Private Sewer/Septic Line > 25' ® Yes if No ft
Absorption Field on Lot > 100' ❑ Yes if No NA ft Holding Tank > 100' ® Yes if No ft
Neighboring Absorption Fields > 100' Animal Containment > 50' ® Yes if No ft
® Yes if No ft
Community Sewer Main >
Manure/Animal Excreta Storage > 100'
75' El if No *30 ft
— ®Yes if No ft
❑ N/A — Served by Community Well (not on lot) or Public Water
From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ❑ Yes if No ft Surface Water > 100' ❑ Yes if No ft
Tank to Property Line > 5'
❑ Yes if No ft
Field to Property Line > 10'
❑ Yes if No ft
Water Main > 10'
❑ Yes if No ft
Water Service Line > 10'
❑ Yes if No ft
F. ENGINEER'S COMMENTS
Wells on Adjacent Lots:
Private Wells > 100'
Community Wells > 200'
❑ Yes if No ft
❑ Yes if No ft
If tank or field is under driveway comment below
PREVIOUS ADEC WAIVERS. AWWU CONNECT CARD / DATA ATTACHED.
G. CERTIFICATION & 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, indicates that the on-site water
supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation, unless noted otherwise.
Name of Firm FIRST WATER CONSULTING Phone 907-350-9566
Engineer's Printed Name CURTIS HUFFMAN, PE Date 12/12/22
Comments: This investigation was completed in compliance with MOA guidelines, regulations,
and best industry practices / methods. The assessment of the condition of the well and septic
applies only to the conditions as of the day tested. The flow and absorption rates may change
due to subsurface conditions that may not be observed from the surface, changes in land use,
local soil characteristics, groundwater levels that may fluctuate during the year, quality of
construction (workmanship & materials), the water usage of the family being served by the
system and maintenance. The operational life of all well and septic systems are subject to
these various and dynamic characteristics and are outside the control of the evaluator of the
well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory
for current or future occupants or guarantee that no unseen encroachments, deficiencies or
discrepancies exist can be given by First Water Consulting & FkS
COSA Checklist 2022 WELL ONLY.docx
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Arsenic Advisory
Certificate of On -Site Systems Approval # OSC22156
Subdivision: Alpine Village, Block 2, Lot 1
A water sample revealed an arsenic concentration of 10.8 micrograms per liter
(ug/L). The Environmental Protection Agency (EPA) has established a maximum
contaminant level (MCL) of 10.0 ug/L for public drinking water systems. While
private wells are not subject to this regulation, EPA standards are based on existing
health information and can therefore be used to gauge the relative quality of water
from private wells. information on arsenic is available from the On -Site Water and
Wastewater Program website (www.muni.org/onsite) or at 343-7904.
This advisory must be attached to all copies of the subject Certificate of On -Site
Systems Approval.
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MaUing Address P O Box 196650 *Anchorage, Alaska 99519 6650 *www muni org
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FENCE Lot 2
10' C.E.A. EASEMENTS
(Doc. No. 2014-013945-0)
NOTE: DUE TO SNOW & ICE COVER, SOME
SURFACE LEVEL FEATURES ARE APPROXIMATE.
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y 30.0'
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PLOT PLAN _ AS BUILT X_ SCALE 1_= 30 GRID SW 2133 Project No 22-7471.1
Associates,
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11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Lang & A S S o C (a t e S, inc. (907) 522-6476 Phone
ken0Hangsurvey.com .�•� 0
Professional Land Surveyors Jonathan®Iangsurvey.com QF ALq�
trovisOlangsurvey.com • ' ' ' ' ' • 6 h
I hereby certify that I have surveyed the following described property:
LOT 1, BLOCK 2, ALPINE VILLAGE (PLAT No. P-663)
Anchorage Recording District, Alaska, and that the improvements situated thereon are
within the property lines and do not encroach onto the property adjacent thereto, that
no Improvements on the property lying adjacent thereto encroach on the surveyed
premises and that there are no roadways, transmission lines or other visible
easements on said property except as indicated hereon.
Dated this the lr _ Day of N 00- _—_, , at Anchorage, Alaska
It is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdivision plat.
. 48— '.
•,. KENNETH G. LANG •,•o
6i No. 1202
AW
�W i!DFESSIONN1
State of Alaska AECC963
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130.00'
oa WELL
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9,425 S.F.
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_ „S 89'59'W „-- 130.00'
WOODEN
FENCE Lot 2
10' C.E.A. EASEMENTS
(Doc. No. 2014-013945-0)
NOTE: DUE TO SNOW & ICE COVER, SOME
SURFACE LEVEL FEATURES ARE APPROXIMATE.
I
y 30.0'
(
I
PLOT PLAN _ AS BUILT X_ SCALE 1_= 30 GRID SW 2133 Project No 22-7471.1
Associates,
�
11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Lang & A S S o C (a t e S, inc. (907) 522-6476 Phone
ken0Hangsurvey.com .�•� 0
Professional Land Surveyors Jonathan®Iangsurvey.com QF ALq�
trovisOlangsurvey.com • ' ' ' ' ' • 6 h
I hereby certify that I have surveyed the following described property:
LOT 1, BLOCK 2, ALPINE VILLAGE (PLAT No. P-663)
Anchorage Recording District, Alaska, and that the improvements situated thereon are
within the property lines and do not encroach onto the property adjacent thereto, that
no Improvements on the property lying adjacent thereto encroach on the surveyed
premises and that there are no roadways, transmission lines or other visible
easements on said property except as indicated hereon.
Dated this the lr _ Day of N 00- _—_, , at Anchorage, Alaska
It is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdivision plat.
. 48— '.
•,. KENNETH G. LANG •,•o
6i No. 1202
AW
�W i!DFESSIONN1
State of Alaska AECC963
DATE SCHEDULED TIME INSPECTOR
SUBDIVISION ALPINE VILLAGE BLOCK/LOTiTRACT BLK 2 LT 1
INDICATE NORTH
1
2 a
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SIZE MAIN:
TYPE MAIN:
DEPT AT MAIN:
AT PROP. LINE: Lf7'
CONNECT LOCATION: of CSF N PL
COMMENTS: ROMAC AT ComNECT
2-0 i U
INSPECTED BY:
DATE:
:3
PHONE: {907}564-2762
- - � ILfV I.lGVVJ
BLOCK/LOT/TRACT BLK 2 LT 1
X SINGLE FAMILY
SUBDIVISION ALPINE VILLAGE
u._.. MULTI -DWELLING No. APTS
COMMERCIAL
TAX CODE 1413201 GRID SW2133 '' AS -BUILT
STREET ADDRESS 7206 ZURICH ST
OWNER CLARK TIMOTHY JOHN
PHONE
MAIL ADDRESS 7206 ZURICH ST ANCHORAGE, AK 995072756
CONTRACTOR IJXIEN=N �_ *
ASSESSMENTS
Repair Existing Service
X On Property Only City Tap
Main Line Extension
E_ Hydrant Only ,' Y Y 50 or Longer
Xi Have Been Levied
Main Tap - T Property Line Only
LJ To Be Levied
Main Tap & On Property Connect ` Row No.
Comments:
Disconnect
R & R - Main Tap Only
w
Owner
CONNECT SIZE 4 "
ISSUEDjgiadman
INSPECTION PEE'
$_ 64.00
,X; PAID CASH a
PERMIT FEE $ 38.00
iX; CHECK# "7
$__._.0.00
_ OTHER
DEPOSIT $ 0.00
INSPECTED BY
REIMBURSABLE TOTAL $ 102.00
, /q,LLS
NUMBER
DATE l y 103
REMARKS
PERMITTEE (Please Prin
PHONE
MAIL ADDRESS ,
SIGNATURE
POST IN A CONSPICUOUS PLACE AT THE JOB SITE
AWWU INSPECTOR
Original
1. GEN£RAL INFORMATION (Must be completed prior to submittal)
(a) Legal Description (include lot, block, subdivision, section, township, range)
Lot I; Block 2; Alpine Village Su6division;
Location (address or directions)
7206 Zurich
(b) Property owner
Mailing Address
(c) Lending Institution
Mailing Address
~T~x~'~othy' John Clark Telephone · (home) 344-8838 Business
7206 Zurich Anchorage, Alaska
Telephone
(d) Real Estate Company and Agent
Address 3000 A Street
Telephone 562-7655
FORTUNE PROPERTIES ATTN: Dave Aquino
S~ite 101
Anchorage, Alaska 99503
(e) Mail the HAA to the following address: (or check here I~,Xif hold for pick up.)
List contact person and day phone number below:
S & S ENGINEERING
Eagle River, Alaska 99577
2. TYPE OF RESIDENCE
Single-Family E~x. Number of bedrooms
3. WATER SUPPLY
Individual Well []~.~
Community [] Public []
Note: If community well system,, must have written confirmation from the State Department of Environmental
Conservation attesting to th legality and status.
4. SEWAGE DISPOSAL
On-site []. Public'V~X Community [] Holding Tank Fl
Note: If community well system, must have written confirmation from the State Department of Environmental
Conservation attesting to the legailty and status.
72-025 (Rev. 7/88) Page 1 of 2
5. ENGINEERING FIRM PROVIDING 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 Municipality of Anchorage files and from my investigation and
inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and
State codes, ordinances, and regulations in effect on the date of this inspection.
& .S
7034 Eagle Ri~er Loop Road No. 204
Name of Firm
Address
Date
Telephone
6. DHHS APPROVAL
Approved for ~.~
Approved ,~
_ bedrooms by
_ Disapproved
Terms of Conditional Approval
Conditional
Da,te
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval
cerificated based only upon the representations given in paragraph 5 above by an independent professional engineer
registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections
or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions
in the professional engineer's work.
72-025 (Rev. 7/88) Back Page 2 of 2
MUNICIPALITY OF ANCHORAGE (MOA)
Health Authority Approval (HAA)
CHECKLIST - FEBRUARY 1984
343-4744
A. WELL DATA
Well Classification
Well Log Present (Y/N)
Total Depth t Jla' Cased to
Static Water Level
Casing Height Above Ground
Date Completed t) I.~'.
Depth of Grouting
Electrical Wiring in Conduit (Y/N)
SEPARATION DISTANCES FROM WELL:
To Septic/Holding Tank on Lot
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line % ._-~O
To Nearest Sewer Service Line on Lot
If A, B, C, D.E.C. Approved (Y/N)
Yield
Water Sample Collected by
Water Sample Test Results
Comments
Pump Set At LJ
Sanitary Seal on Casing (Y/N)
Depression Around Wellhead (Y/N)
; On Adjoining Lots
; On Adjoining Lots
To Nearest Public Sewer Cleanout/Manhole
I
I
B. SEPTIC/HOLDING TANK DATA
Date Installed Size '~ No. of Compartments
Standpipes (Y/N) __ Air-tig%aps (Y/N)__ Foundation Cleanout (Y/N)
Depression over Tank (Y/N) ~,. r~ Date Last Pumped
% ,1~
Pumping/Maintenance Contact on File (Y/I~I '~-\ ;for
Holding Tank High-Water Alarm (Y/N) -- "~emporary Holding Tank Permit (Y/N)
SEPARATION DISTANCES FROM SEPTIC/HOLDING TA~:
To Water-Supply Well To Buil~ Foundation _
To Property Line To Dispos'a~.Field
To Water Main/Service Line
To Stream, Pond, Lake or Major Drainage Course
Comments ~,.~ I I'c.- ~ ~o
72-026 (Rev, 7/88) Front Page 1 of 2
C. ABSORPTION FIELD DATA
Soils Rating in Absorptio~ Strata Type of System Design
Date Installed ",,. Length of Field __ __
Width of Field ~ Depth of Field
Gravel Bed Thickness __ __
Square Feet of Absortion Area ",,,, Statndpipes Present (Y/N)
Depression over Field (Y/N) %/k ~'~ [/'-~ I//~ Date of Last Adequacy Test
S ION DIS CE FROM ABSORPTION F,I~D:
To Water-Supply Well ~ To Property Line
To Building Foundation ~ To Existing or Abandoned System on
Lot ; OnAdjoini~Lots
To Water Main/Service Line To Cu~a,~ck (if present)
To Stream, Pond, Lake, or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Comments
D. LIFT STATION
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at '~ ,/~
Tested for ~k,t R.,~
Meets MOA Electrical Codes (Y/N)
Comments ~
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test.
**Check Permitted Bedroom Rating Against HAA Request**
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this
inspection. S & S ENGINEERING
17034 Eagle River L~p Road No. 204'
Signed
Company
Date
MOA No.
Receipt No.
Waiver Fee: $
Date of Payment
Page 2 of 2
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
5633 b STREET · ANCHORAGE, ALASKA 99518 · TELEPHONE (907) 562-2343
FEDERAL TAX I.D. #92-0040440
ANALYSIS kEPORT BY SABLE fo~ Work Order W ~687B Date gepo~i: Printed. S~P 4 90 e 12;03
Client Sample ID:L1 ~2 ALPINE VILLAGE
PWSID :UA
Collected AUG 3i 90 @ 12:00 hfs.
5ece~ved kUG 31 90 ~ i.6;i5 hfs
Pxese~ved with :kS REQUIkED
c1~cnt Nam~ : $ & S ~NGINEZRING
C!lent ~¢c~ : SNSENGP
P:O.~ NONE RECEIVEP
Ordered By : R. SHAFER
Laboratory S'upervl~or ,:STEPHEN C. EDE IJS & g ~NGi.~EEklNG
Special
ln~t~uct:
Chemlab kef ~: 903'383 Lab Smpl ID: i ~atrlx: WATER
Allowabl~
Param~te~ Tested Result Unit~ ~ethod Li~lts
NITRATE-N ND(O.IO) n~/1 EP~ 353,2 10
7~mp], ROUTINE SAMP[,E.
Remrks: SAMPLE COLLECTED BY RDJ.
I Test~ Performed ' See Special instructio~ Above UA=Unayailablo
~D~ None Detected '* ~ee Sample Remarks Above
~ha,, GT-G~eater Than
~ ~07 562 0?02
AtdWU £HG 02
!
(.I " '
DEPT. OF ENVIRONMENTAL CONSERVATION
May 28~ 1982
Ltnda Kress
Grants Admini strator
Anchorage' Water and Wastewater Utilities
2000 Arctic Boulevard
Anchorage, Alaska 99503
RE:
Plans and Specifications
Request of a Well Regulation Waiver
Stella LID No. 133, $81-22
Dear Ms. Kress:
Thank you for the plans, specifications and engineer's report in request
of a regulation waiver for the referenced project under your letter of
April 22, lg8~. The construction of the referenced project will include
the installation of 1696 feet of 8-inch ductile, iron pipe, 3 type "A"
manholes, 3 type "B" special manholes, 1 cleanout and other appurtenant
items. The plans and specifications are approved for matters of concern
to this Department.
In accordance with Title 18 of the Alaska Administrative Code Chapter 80
(18 AAC 80.020. d), Mr. Alfred E. Sundquist, P. E., submitted a report for
ADEC' $ review and consideration to waive established separation distances
to construct, maintain and operate portions of Stella LID No. 133 closer
to drinking water sources. More particularly, construction of the refer-
enced project will require a waiver to encroach upon the well radius of
nine wells adjacent to this project. In recognition of the report, the
plans and the spectftcatton.~ for the proposed sewer line, the following
separation distances are approved instead of that required in Table A of
18 AAC 80.
1, Separation distance of 18 feet between a private well on
Lot 3, Blk 2, Lake Otis Heights Subdivision and proposed
sewer line,
Separation distance of 58 feet between a private well on
Lot 7, Blk 1, Lake Otis Heights Subdivision and proposed
sewer line.
3. Separation distance of 4S feet between a private well on
Lot 9, Blk 1, Lake Otis Heights SubdiviSion and proposed
sewer line.
~ ~07 562 0?02 ~ll;,lldU t~'IG 05
Linda Ktoss
Page 2
May 28, 1982
Separation distance of 27 feet between a private well on Lot 5,
Blk 1, McCaughy Subdivision and proposed sewer line.
Separation distances of 114 feet and 118 feet between a Class "C"
well on Lot 6, Blk ~, McCaughy Subdivision and proposed sewer
line and Manhole #6 respectively.
Separation distances of 112 feet and 117 feet between a Class "C"
well on Lot 5, Blk 2, McCaughy Subdivision and proposed sewer
line and Manhole #6 respectively.
7. Separation distance of 31 feet between a private well on Lot 18,
Blk 3, Alpine Village Subdivision and p¥oposed sewer line.
8. Separation distance of 30 feet between a private well on Lot 1,
Blk 2, Alpine Village Subdivision and proposed sewer line.
9, Separation distance of 65 feet between a private well on Lot 4,
Blk 1, Galatea Estates Subdivision and proposed sewer line.
Your request for a waiver for manhole-to-well distances of less than 100
feet is forbidden under the Drinking Water Regulations (Specifically
18 AAC 80.020.d). In reference to the most critical case, the proximity of
Manhole #1 and a private well on Lot 18, Blk 3, Alpine Village Subdivision
causes this department some considerable concern. It seems possible that
any exfiltratton, no matter how unlikely it may seen), would fall within the
radius of influence of the private well. However, the department finds
that the special manholes detailed in the plans and specifications as the
most feasible solution to the problem.
Within these special manholes, the sewer line's flanged pipe is mechanically
sealed and gasketed to prevent leakage of any sewage into the manhole.
Without difficult implications for sewer line maintenance (not within the
standard manhole description depicted in the State adopted Ten State Stan-
dards) and some knowledge of geologic conditions, this department will
approve the following separation distances.
Separation distance of g4 feet between a private well on Lot 5,
Blk 1, McCaughy Subdivision and Manhole #6.
Separation distance of 31 feet between a private well on Lot 18,
Blk 3, Alpine Village Subdivision and Manhole
562 £~702 i4WbJU EItG 04
Linde Kross
Page 3
Hay 28, 198Z
3. Separation distance of 79 feet between a private well on Lot
Blk g, Alpine Village Subdivision and Manhole
4. Separation distance of 90 feet between a private well on Lot 4,
Blk 1, Galatea Estates Subdivision and Manhole ~3.
We request one item of the project's specifications under Special Provisions
be corrected. Under the title Bid Award, please add the word "responsive"
after "lowest".
The approval of the project's plans and specifications is no assurance for
the grant offer will be given in the future.
GM/rw/mm
Sincerely,
(~reg Mai/gee
Construction Grants Engineer