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Home My WebLink AboutBUBBLING BROOK LT 3 t/''~'~'' O '4,~\\ _ MUNICI PALl TYOF AN CHORAGE _ · DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME IPHONE MAILING ADDRESS ) LEGAL DESCRI~/O-~ LOCATION ~' ~ ].~,,/)/ ~ . .~ . /-~'/' . ~= NO. OF BEDROOMS ~:'Vc,':.,-' ~TM . 4:.' I Well Absorption area Dwelling PERMIT NO. DISTANC~ TO: I ~ Z Manufacturer Material No. of compartments Liq. capacity in gallons IF HOME,DE: Inside length Width Liquid depth ~ DISTANCE TO: Well ~ Dwelling PERMITNO. ~ -- ~ Manufacturer Material Liquid capacity in gallons ~~ = DISTANCE TO: Well ;i~ Top of tile to finis, grade ~ ~i, Material beneath tile Total effective absorption area Length Width Depth PERMIT NO. ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area ~ Well Building foundation Nearest lot line m DISTANCE TO: ~ Class Depth Driller Distance to lot line PERMIT NO. ~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS REMARKS APPROVED DATE LEGAL 72-013 (Rev. 3/78) .................. St4EET_ ~ OF ~ 501L5 PROJECT Bubblin__q Brook Subd. CLIENT Buster Newton W.O. 77886 :TEST HOLE NO. 3 'ELEV. TOP OF HOLE. 719 DATE '~1/15/77 Peat, PT... Organic, sandy silt, 0L Damp, brown sandy silt, ML Damp, brown, sandy silt, SM Damp, brown, gravelly sandy silt, SM Damp, brown, sandy gravelly silt, SM Bottom NOTE' : I. No ground water table at time of drilling. 2. Field perculation test results - 30 min/inch. 'i UNWi J, SCHEBEi KORY NTA '~ONSUL.TING ENGINE~E_RS AND SURVEYORS 2515 A ST., ANCHORA~--~' ~0-'~(907) 27~'~g December 5, 1977 Mr. Buster Newton '" 411 East 36th Avenue Anci~orage, Alaska 99503 Re: Proposed Bubbling Brook Subdivision Subsurface Soils Investigation Dear Mr. Newton: }his report presents the results of our soils investigation for the proposed subdivision of a 10 acre tract located east of Birch Road and just west of Ravenwood Subdivision. The investigation was conducted on November 15 and 16, 1977. The results of this investigation are included in thHs Vicinity Hap Test Hole Location Sketch Test Hole Logs (Sheets I through 9) Standard Explanatory Information Drilling was accomplished utilizing a mobile drill B-50 mounted on a flex track Nodwel vehicle, owned and operated by Denali Drilling, Inc. Test holes were logged and perculation tests conducted by our firm. The purpose of the investigation was to provide soils data and perculation tests for establishing the feasibility of on-site disposal of sanitary wastes usi~lg seepage pits. To accomplish this, we drilled 9 borings distributed across the site with I test hole on each lot at the probable septic system 'location. The test hole locations are shown on the attached location sketch. ,All borings were drilled to a depth of 16 feet. During the'drilling, our engineer was present to log the materials encountered and obtain grab samples of the soil types. All soils were visually classified in the field in accord- ance with the unified soil classification system as described in the standard explanatory information attached herewith. Since the site is fairly small and readily accessible from both sides, per- culation tests were conducted in all holes at the completion of the drilling and logging. The perculation tests were conducted from the 6 to 12 foot levels in each of the holes in accordance with the Manual For Septic Tank Practice published by the PHS. A ground water table was encountered in test hole Number 9 at the 12 foot level, lherefore, the perculation test in this hole was conducted between the 4 to 8 foot level. LEO SCHEBEN, JR.,P.E.,L.S. EARL D. KORTNTA, RE. Buster t;ewton D(~cember 5, 1977 Two SITE AND SOIL CONDITIONS The site is a 660 foot square parcel having access from Rockridge Drive on the east and Ravenwood Subdi'visidn on the south. The site is dissected in a .sout.~.leasterly/northwesterly direction by a fork of the Little Campbell Creek. The parcel slopes uniformly from southeast to northwest at an approximate 6% to 8% average slope. A small knoll is located in the southeasterly corner. Th,?re are no areas with slopes in excess of 25%. The parcel may be divided into two very distinct soil map units for purposes of identifying perculation characteristics. A 300 to 400 foot wide band centered.on the creek channel is characteristic of old alluvial deposits and consists primarily of well graded sand~; and gravels with good perculation characteristics. Test holes 2, 8 and 9 are typical of this deposit. Beyond this band, the~materials are much siltier and tighter as demonstrated by test holes l, 3, 5, 6 and 7. CONCLUSIONS The n~inimum perculation rates observed in'the field for the.following holes Test Hole Number 1 - 30 minutes per Test Hole Number 2 - 13 minutes per Test Hole Number 3 - 30 minutes per Test Hole ~;umber 5 - 35 minutes per Test Hole Number 6 - 45 minutes per Test Hole Number 7 - 60 minutes per Test Hole Number 8 - 5 minutes per Test Hole Number 9 - 5 minutes per nch inch ~nch ~nch ~nch inch ~nch nch ?n-site waste disposal systems appear feasible on all lots. An aerated package ;lant or other treatment process is advisable for the lots with high percula- :ion rates. hope this is sufficient for your present needs If we can offer further la,¥'if~_a~ion please do not hesitate.to contact us. !-achn~ents K/c 1 r Very truly yours, c>__---- Earl D I ! l i / !. 7 RG ,~.TH / / / / / 'D43 RvEYOR'S \ \, CER'I' i FIC A'[ E_~.- M-W DRILLING, INC. DRILLING LOG Well O~vner Gunnars on Cons truc t ion __Use of WelL_Dom. Location (address of: Township, Range, Section, if known; or distance main road .... Lot 3 Block 1 Bubbling. Brook Subdivision, Anchorage Size of casing._ .6"~__Depth of ttole Static water level __ft. Screen ( ); Perforated ( Describe screen or perforation___ N/A Well pumping test at_]~J .... gallons per of drawdown from static level. Date of completim~___ 1 / 11 / 79 209 .feet Cased to 208.8 feet (below) land surface. Finish of well (check one) ). open end ( XX ); (minute) for__! hours with 100% WELL LOG Depth itl feet from ground surface Give details of formations penetrated, size of material, color and hardness __~[8 ......TO 21 .... ~_TO.125 125 TO_ 138 _!}~_TO 145 !4~_ _TO 163 _.XP_[_TO 203 203 TO_ 209 .... __~Rg~ffXRR Cas in_g _S t__i_ckup 0rg~nics~ .... Sm~ 1 L_cabhlea ....... _W_e~tt_ grave_% S andy_grave 1 Sa_n~d _ _Sandy_ g r~a~l_ Cobbly hard pan Clay Silty gravel tt~rd pan _.SiltY c_lay ..... _Wa~?_r_ 5F~.V_?_i: ex_t_.r__e_.m.e!.y silty Sand water ravel 1 --CUSTOMER MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING GENERAL INFORMATION Complete legal description Lot 3 ~ BuSbti-nq Brook Subdivision Location (site address or directions) 6301 Bunnyshoe Circle Anchorage, AK Prope~y owner Steven and Marianne Ritchie Mailing address C/0 PHH/HOMEQUITY P.O. Box 4039 Attn: Janine Va~£ey Lending agency ~ Day phone ¢oncord~ . CA Day phone 346-1647 344-3080 94524 (w) Marianne Mailing address Agent Day phone Address e Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: XXX If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: NOTE: Individual on-site Holding tank Community on-site Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA #21 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 of this Health Authority Approval application 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. Name of Firms & s E~Gi[~EERING . __/~__ Phone ! 7034 Eagle River Loop Ro~ Address Eagle !~iver, Alaska 995~ Engineer's signature ~ Date DHHS SIGNATURE Approved' for '~'-/-/¢-~"--'~ ~/~) bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engine, er 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. 1,/91) Back MOA If"21 Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: A. Well Data Well type /~-'~ Log present(~N) Total depth Sanitary seal(~l) Parcel I.D. If A, B, or C, attach ADEC letter. ADEC water system number /('"//~ Date completed //(//7 ~ Driller ~"" Cased to ~_~c.3~, ~' Casing height //~- Wires properly protecte(;~) ; On adjacent lots AT INSPECTION -~ ~ g.p.m. I'r'l g.p.m. FROM WELL LOG Date of test ///( / Static water level Well flow Pump level1 ~'~-'~-~ ; On adjacent lots SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot Absorption field on lot /~--~/'-~ Public sewer main /CJ~ Sewer service line Public sewer manhole/cleanout Petroleum tank WATER SAMPLE RESULTS: Oo,, orm Date of sample: ~::~//~-~1 ~ ~ Nitrate ~/,~ Other bacteria Collected"/by: _~--~'=~-~/,~L-/~/,/~(~ B. SEPTIC/HOLDING TANK DATA Date installed /()]/0/ Cleanouts ~1) -/~?~:~ Foundation cleanout (~N) High water alarm (¥~_j~ Date of pumping ~-----~/~/? ~-- SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot /~O ( On adjacent lots ff~ r.~ To property line ~d.~ r7/'- Absorption field Surface water/drainage /~_~ 72-026 (3/93)* Front Compartments (_2/~/~jL/b>--)/L_J ~-~,~' ~ Depression (Y/N) Alarm tested (Y/N) Pumper A '{'- ~ ~ Foundation Water main/service line CONTINUED ON BACK PAGE C. LIFT STATION Date installed Manufacturer Size in gallons Manhole/Access (Y/N) ~ Vent (Y/N) "Pump on" level at _~vel at High water alarm level ~ ~sted Meets MOA electrical codes (Y/N) SEPARATION DIST~t~'E~ROM LIFT STATION TO: ~ On adjacent lots Surface water D. ABSORPTION FIELD DATA Date installed /~//~-~/'~ 0 Length Fr~ r Total absorption area Date of adequacy test Width Water level in absorption field before test Peroxide treatment (past 12 months) (y/N) Soil rating (GPD/FF) Gravel thickness Cleanout present~lN) Results(~fail) 47 " System type '~"-;/~"'/U ~/~ 0C) ¢ ' Total depth / / ~' Depression over field ~ ~ /~ for ~ Bedrooms After test ~ ~ ~~ If yes, give date ~/~ SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot To building foundation On adjacent lots Surface water ~.)0 Curtain drain On adjacent lots //0 ~ r¢.~ Property line /0 To existing or abandoned system on lot Cutbank //'J~,,'c/~ J/~C'~ater main/service line Driveway, parking/vehicle storage area /~' ~ E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signature ~.~ Engineer's Nam ~7~~34~Eagle River Loop Read No. 2134 Date ;~le ~;v~. Al~b~ oog~ HAA Fee $ Date of Payment Receipt Number Waiver Fee $ Date of Payment Receipt Number 72-026 (3/93)* Back 06/17/95 15:10 C?&E ENUIRONHENTAL LAB NO. 22.8 D02 & ENGINEERING CO. .......... Rk'1mORT of ANALYSIS Chemlab Ref.$ :93.2785-3 Client Sample ID :L3 ~]BBLING BI~)OK S/D Matrix :WATER 5533 B STREET At,.IC~.~ORAGE. AK 9951.9 TEL' ~907) 562,234,~ FAX' 1907.~ 561-5301 Client Nam, e :S & S ~NGINEE~ING WORK Order :67191 . Ordered By : Report Completed :06/17/93 Pro~ect N&m~ ~ Collected :06/14/93 @ 18:23 hr[ ProJect~ : Received :06/15/93 8 16:15 hr~ PWSZD :UA Technical Oirectoz~STF. P~H~N/¢. EDE Sample Remarks: ROUTINE SAMPCE CO[~CTED BY: $.S. QC Allowable Ext. Anal Parameter Results Qual Units ~ethod Limits Date Date Inl~ N[trate-N 0.i0 U mg/L ~PA 353.2/300.0 l0 06/[6 L~ * See St>ecial Instructions ~bove UA ~ Unavailable ** See Sample Remarks Above NA = Not Analyzed U = Undetected, Reported value is the practical quantification limit. LT = Less Than D = Secondary dilution, GT = Greater Than MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 Parcel I.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING GENERAL INFORMATION Complete legal description Lot 3; Bubbling Brook Subdivision Location (site address or directions) 630] R,~nny .qhc~P P_~,~r't- ~ An~'h~-~g~ ~ A1R.~]CR Property owner Mailing address Dugan and Christine Petty Juneau, Alaska Day phone Lending agency Day phone Mailing address Agent Kris Kurtz/JACK WHITE COMPANY Address 3201C Street, Anchoraqe, Alaska 99503 Day phone 563-5500 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Unless otherwise requested, HAA will be held for pickup. 3 ~" NOTE: Individual well ××× Community well Public water If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: NOTE: Individual on-site ××× Holding tank Community on-site Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA #21 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 of this Health Authority Approval application 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. Name of Firm Address Engineer's signature DHHS SIGNATURE Approved for Disapproved. ~ & S ENGINEERING ' ~"~' .............. L--- R--. ~.~te :~iver, Alaska 99577 Phone bedrooms. Conditional approval for bedrooms, with the following stipulations: Additional Comments The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates 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. 1/91) Back MOA ~21 Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: ~:>T ~ ~ff,~,,.~l,~ ~.~-' ~1~ Parcel I.D. 0/6-- ~7/~-/'.~- A. WELL DATA Well type Log present ~N) Total depth ~/--~:> ~ ~ Sanitary seal (~1) If A, B, or C, attach ADEC letter. ADEC water system number Date completed ~- ~\-~ Driller "J-O ~=,. '~:,~ Casing height Wires properly protected (~UN) Cased to FROM WELL LOG AT INSPECTION '7.-~'. ~ g.p.m. Date of test Static water level Well flow Pump level MUNICIPALITY OF ANCHORAGE ENVIRONMENTAL ,SERVICES DIVISION i991 g.p.mRECEIVED SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot [oC> Absorption field on lot ~. ~ '¥' Public sewer main ~J/~ Sewer service line ;'On adjaCent lots ;On adjacent lots Public sewer manhole/cleanout Petroleum tank WATER SAMPLE RESULTS: Coliform Date of sample: Nitrate fJD Collected by: B. SEPTIC/HOLDING TANK DATA Date installed ~0-' ~, o -'1 ~ Tank size Cleanouts (~N) ~/ Foundation cleanout~/N) High water alarm (Y/~) /4r Date of pumping ~-~ \'1 -~1 Other bacteria ,~Jo~l.~ S & S ENGINEERING 17034 Eagle ~,;,~" t.~,~ .,:: ...... Eagle River, Alaska 99577 (.~L. Compartments ~ ..~ Depression (Y~]~ Alarm tested (Y/N) '"~//~ Pumper /~,?' ~o~'L~. Well(s) on lot ~ o C> t On adjacent lots To property line ~,0 t '~ Absorption field Surface water/drainage ~ c>c::, ~ ¥ 72-026 (Rev. 7/91) Front SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: \ O~ Foundation lbt~' Water main/service line ~ ~ ['~ CONTINUED ON BACK PAGE C. LIFT STATION Date installed Size in gallons Vent (Y/N) "Pump on" level at ',' High water alarm level Meets MOA electrical cgdeS~/Nf) S~NCE FROM LIFT STATION TO: Well on lot On adjacent lots Manufacturer "Pump off" level at Cycles tested Surface water D. ABSORPTION FIELD'DATA \0-\0-'38 Soil rating '?--~'° ~'/~ System type Gravel thickness ~,~' ' Total depth Cleanouts present (~:)/N) y Date of adequacy test J 7-- -/~ for '7'"r/~8~ L/'?--) bedrooms i~',,~/o ~,,,/,4' If yes, give date /,.1/~. Date installed Length ~,-~O~ Width Total absorption area Depression over field (Y/~ Result~ail) Peroxide treatment (past 12 months) (Y~J~ /~/~/~ SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot tC~ ~'~ To building foundation On adjacent lots Surface water \c> Curtain drain On adjacent lots 't~ t ~ Property line To existing or abandoned system on lot Cutbank ~{/~ Water main/service line Driveway, parking/vehicle storage area E. ENGINEER's CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect_o~te of this inspection. Signature 17034 Eagle River L~p Road NO. 2~ Eagle River, Alaska 995~ Engineer's Name Date ~ - ~ ~ ~ ~ HAA Fee $ Date of Payment Receipt Number Waiver Fee: $ Date of Payment Receipt Number 72-026 (Rev, 3/91) Back MOA 21 ::ii..'.:te.'. :,i=%: 1: =! ,? i?:,>) ~.r,.~,'.:~s_~J :DEC 20 ~1 L.~.ooratory Suz. erv;sor :STEF'HEJ'~ C, EDE Client Sa,~ple ID: L3 BUBBLING BROOK S/D MATRIX: WATER Samole ROUTINE SAMPLE COLLECTED BY: RAY. Extraction Analy:-is Anal yst CBem[~ab Samo! e# Test-F'arameter Method Units Result Date Date Signature End of Semple# 3 Lab Instructions on WORKorder# 41231 1 Tests for this Sample. E:O,-I 900 O000000000000000CO00 00000000000000000000 80:I.I. E:~-EI, T.-16GT. DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTE~T{I~,.~D~'~//~'; 825 L Street- Anchorage, Alaska 99501 '~r-~N,VJlR(~x~I~:'/ '~'~"'1'--1 E.V, RO.MENTAL E.G, EER,. D.V,S,O Telephone 264-4720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER Ol RECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1, PROPERTY OWNER PHONE MA~LING A D[34{ E~S PROPERTY RESIDENT (If different from above) PHONE 2. BUYER PHONE MAI LING AD~R ESS 3. LENDING INSTITUTION I PHONE MAILING ADDRESS 4. REALTOR/AGENT PHONE MAILING ADDRESS STREET LOCATION J~ SINGLE FAMILY [] MULTIPLE FAMILY NUMBER OF BEDROOMS [] One [] Four [] Two [] Five [] Three [] Six [] Other 7. WATER SUPPLY INDIVIDUAL~ [] COMMUNITY [] PUBLIC UTILITY * ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM ~ I~DIVIDUAL/ON-SITE** [] PUBLIC UTILITY **If individual/on-site, give installation date ,_, ,.~,; v',J ..... ,~:,L~I NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010(3/78) THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED , TIME INSPECTION APPOINTMENTS TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: NUMBER OF BEDROOMS 1. TYPE OF RESIDENCE [] SINGLE FAMILY [] MULTIPLE FAMILY [] ONE [] THREE [] FIVE [] TWO [] FOUR [] SIX [] OTHER 2. WATER SUPPLY [] INDIVIDUAL [] COMMUNITY [] PUBLIC UTI LITY Connection Verified 3. SEWAGE DISPOSAL SYSTEM [] INDIVIDUAL/ON -SITE F-I PUBLIC UTILITY Connection Verified []Septic Tank or [] Holding Tank Size: I ~ ~) If Tank is homemade give dimensions: PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED PERMIT NUMBER DATE INSTALLED INSTALLER SOl LS RATING TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA 4. DISTANCES WELL TO: Absorption Area to nearest Lot Line MATERIAL Septic/Holding Tank IAbsorption Area I Sewer Line Nearest Lot Line 5. COMMENTS ~__.~APPROVED FOR ~" BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED LEGAL DESCRIPTION 72-010 (Rev. 3/78) Nlu cipality t~:,:::,, ANCHORAGE, ALASKA 99502 f ~ (907) 279-2511 0 ~,,I~.~[X~,-I'.~ ,d,',~ Anchor e DEPARTMENT OF HEALTH AND ENVIRONMEN1-ALPROTECTION (825 "[." Street) March 28, 1979 Gregg Gunnarson Box 10432 Anchorage, Alaska 99511 Subject: Lot 3 Block 1 Bubbling Brook Subdivision Approval for your individual sewer and water facilities will not be granted until the following items have been completed: (1) A well log is submitted to this department (2) Expose the well for our inspection to determine proper construction, also, to insure the minimum distance requirements are met between your well and sewer system. (3) The water analysis report be delivered to this office from Chem Lab, 5633 B Street, for our review. Notify this department for a re-inspection when descrepancies have been corrected. If there are any further questions, please contact this office at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw CC: Alaska Mutual Savings Bank Post Office Box 1120 99510