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Home My WebLink AboutHIDEAWAY HILLS BLK 2 LT 6Hideaway Hill lock Lot 6 006-262 -26 ....~ MUNICIPALITY OF ANCHORAGE t 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 MAILING ADDRESS o ~GAL DESCRIPTION LOCATION o NO. OF BEDROOMS DISTANCE TO: Well Absorption area Dwelling PERMIT NO.-- ~ Z Manufacturer Material No, of compartments ~ ~ ~ Manufacturer Material Liquid capacity in gallons ~ Well Foundation Nearest lot line PERMIT NO, ~ DISTANCE TO: ~ No. of lines ~en~h of each line Total length of lines Trench widd~ Distance between lines ~ ~ inches ~ ~ Top of tile to finish grade ~ ~ ~ ~ Material beneath tile Total effective absorption area --, ~ inches ken,th ~idth ~epth P[BMIT ~O. ~ Type of crib C Crib depth Total effective absorption erea ~ WelJ Building foundation Nearest lot line m DISTANCE TO: ~ Class Depth Driller Distance to lot line PERMIT NO. ~ DISTANCE TO: BuiJding foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS SOIL TEST RATING iNSTALLER REMARK8 PERMIT NO~ DEPARTMEN'r OF:' HEALTH AND ENVIRONMENTAL. PROTECTION 825 ~L" STREET, ANCHORAGE, AK. 99501 264-4720 ( ?80944 ) APPLICANT LOCATION LEGAL. LINC CONSTRUCTION 801± SECLUSION i605 SANYA CR ]::.:..':7 L6 BR HIDEAWAY HILLS LOT SIZE 24000 S[.:!UflRE FEET TYPE OF SOIL. 8BSORBTION S'¢STEM IS: DRRINF'IELD MRNIMUM NUMBER OF BEDROOMS = 4. SOIL RATING (S~ F]'/BR)= 0 ]'FIE REQUIRED SIZE OF ]'HE SOIL ABSORPTION SYSTEM IS: THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE 'FRENCH OR [:,RRIblFrlEL..[:,. THE DFPTH OF' R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF:' THE GROUND AND THE BOTTOM OF THE E>~CBVATION (IN FEET:). THE GRAVEL DEPTFI IS THE MINIMUM DEPTH OF GRFIVEL. BETWEEN THE OIJTFrFILI_ PIPE AND THE 80TTOM OF THE E)¢CflVRTION (IN FEET). PERMIT APPLICANT FIRS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURII'..II] THE INSTALLATION INSPECTIONS OF ANY NEL. LS ADJACENT TO THIS PROPERT'¢ FIN[:, THE NUHBER OF RESIDENCES THAT ']"HE HELL WILL SERVE. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL 8Y THIS DEPRF.'.TMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM I)ISTRNCE BETWEEN R WELL AND ANY ON-SITE SEWAGE DISPOSAL S'~.'S]'EI"I IS ~00 FEET FOR R PRIVATE WEL[..~ OR &58 TO 200 FEET FROM R PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC HELL. OTHER RE6!UIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION [:,IRGRRMS FIRE AVAILABLE TO INSURE PROPER INSTALLATION; I CERTIFY THAT i: I AM FAMILIAR WITFI THE REEJ. UIREMENTS FOR ON-SITE: SEI4ERS AND HEI_L.S RS; SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL. THE SYSTEM IN RCCORDRNCE WITH THE CODES. ~: I UNDERSTAND THFtT THE ON-SITE SEWER SYSTEM MAY REf~U:[RE ENL.RRGEMENT IF THE RE=,IDENCE I~ REMODELED TO I~E. LUDE MOF. E THHN 4 E, EDRUuM.:,. APPL ~ CF~T L ~ NC - (~ONSTRUC:T ~ ON July 18, 1978 James Little c/o Area Realty 5437 E. Northern Lights Blvd. Anchorage, Alaska 99504 Attention: Judy Rosenberg R&M No. 851560 Subject: Adequacy Test on Existing Sanitary Sewer System; Lot 6, Block 2, Hideaway Hills Subdivision, Anchorage, Alaska Dear Mr. Little: At your request of July 13, 1978, we conducted a test of the septic system on the above described property. During the test the liquid level in the septic tank was monitored as water was added to the system. The measurements are summarized in the following table: Liquid Level Below Top Total Gallons Time of Standpipe Added 10:45 6.3 ~ 10:50 4.9 25 10:59 4.1 75 11:12 3.6 150 11:25 5.5 150 11:35 5.7 150 11:55 6.1 150 The meter used during the test was a Rockwell 5/8" standard water meter which had previously been calibrated by R&M Consultants, Inc. If the 4 bedroom residence on the property is to house 8 people, the average load on the system can be expected to be 600 gallons per day or .41 gallons per minute. During the test, the system accepted 150 gallons in 70 minutes. This indicates an average effluent acceptance rate of approximately 2.] gallons per minute at the time of the test. Date ALASK ~' =&RTMENT OF HEALTH AND SOCIAL S ..... qES DIVISION OF PUBLIC HEALTH Lab. No. Office BACTERIOLOGICAL. WATER ANALYSIS PLEASE MAIL RESULTS T0: NAME ' . ~" CITY_ ZIP CODE Sample collected by Phone No. Date Collected Sampling Address Time Specific place of collection REASON FOR SAMPLE SUBMISSION: [] lllness suspected [] Health Regulated Establishment [] Other ' WATER SAMPLE SOURCE [] Well Type of casing [] Improved (Enclosed, Covered) Spring [] Surface (Reservoir, stream, lake) [] Holding Tank [] Other Analysis shows this WATER SAMPLE to be: [] Satisfactory [] Unsatisfactory [] Questionable [] submit other sample [] Sample too lon~ in transit to indicate reliable results. Sample should not be over 48 hours old at time of examination. [] Bottle broken or leaked in transit. [] Other SANITARIAN'S REMARKS Sanitarian's Signature: READ INSTRUCTIONS BEFORE _COLLECTING SAMPLE 06-1220 (b) BACTERIOLOGICAL WATER ANALYSIS RECORD Rev. 1978 Date Collected Source Date Received ' ' :: Time Received .l~.m ~;'Lab. No. :' ;~ Presumptive lOml lOml lOml lOml lOml 1,0¢nl O,lml 24 Hours ~; ,, , ~7~ , - -- 48 Hours COlt firmatory 24 Hours 48 Hour~ EMB Broth. 24 hours:__ Multiple Tube Report: " / : ¢.i;~ Membrane Filter: Direct Couf]t, Verification: LTB Final Membrane Filter,F~esults. Reported By '¢ Broth 48 hours: _--- .10mi Tubes Positive/Total 10mi Portions Coliform/100mt BGB , ,, Co[iform/100ml Date r .... ,? ~. , ] GRE ,,ER ANCHORAGE AREA BOROUGH ,~ :~ Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM ..... SEPTIC TANK: DISTANCE FROM WELL MANUFACTURER MATERIAL _ NUMBER OF COM PA RTM ENTS INSIDE LENGTH ___INSIDE WIDTH_ _ __ LIQUID DEPTH LIQUID CAPACITY .... GALLONS. TILE [:)RAIN FIELD: DISTANCE FROM WELL NUMBER OF LINES__ ( ABSORPTION AREA ___.//5~7-~ DEPTH: ! /0//'-~-~ LINE /0 / TOTAL LENGTH ~, _ FOUNDATION NEAREST LOT OF LINES /~'~ / SQ, FT. LENGTH OF EACH LINE /~ / TOP OF TILE TO FINISH GRADE ~._~ / DEPTH OF FILTER ~ f // MATERIAL. BENEATH TILE ~. ABOVE TILE ~/ ~ WELL: TYPE _ _ CONSTRUCTION DEPTH ..... DISTANCE FROM: BUILDING FOUNDATION NEAREST NEAREST SEPTIC SEEPAGE LOT LINE SEWER LINE TANK__ SYSTEM_ CESSPOOL OTHER SOURCES APPROVED DISAPPROVED ____REMARKS DISTANCES: ._ INSTALLED BY: ~-~¢-t .... SEWER LINE DEPTH: LOT SLOPE: REMARKS: DIAGRAM OF SYSTEM j DATE.2-/~/ 7~APPROVED G.A.A.B. ,~)/ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION 825 L Street - Anchorage, Alaska 9950'1 ENVIRONMENTAL ENGINEERING DIVISION Tetephone 264-4720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing, 1. PROPERTY OWNER MAILING ADDRESS , PROPERTY RESIDENT (If dilfA[ent~rom above~ 2. BUYER / / · 3, I. ENDING INSTITU¥1ON PHONE PHONE MAILING ADDRESS 4. REALTOR/~ENT MAILING ADDRESS 5. LEGAL DESCRIPTION STREET LOCATION ,7 PHONE" 6. TYPE 0_~RESIDENCE /IZ~ SINGLE FAMILY /E~] MULTIPLE FAMILY 7. WATER SUPPLY [] INDIVIDUAL* I ~ COMMUNITY PUBLIC UTILITY 8, SEWA/GE DISPOSAL SYSTEM NUMBER OF BEDROOMS [] One [] Four [] Other /~ Two F-I Five Three [] six * ATTACH WELL LOG, A well log is required for all wells drilled since June 1975, For wells drilled prior tothat date, give well depth (attach log if available.) [~'/ INDIVIDUAL/ON'SITE** **If individual/on-site, give installation date, If system is over two (2) years old an adequacy test is required [] PUBLIC UTILITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PRC)CES.(~ING CAN BE INITIATED. 72-010(3/78) /? - THIS SIDE FOR OFFICIAL USE ONL DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [~] SINGLE FAMILY [] ONE [~] THREE [] FiVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2, WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] INDIVIDUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY "~ ~' ~ ~ Connection Verified INSTALLER []Septic Tank or [] Holding Tank Size:_/ ~¢~ If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER i~O T'~BSORPTION AREA "% MATERIAL 4, DISTANCES--' Septic/Holding Tank Absorption Area Sewer Line I Nearest Lot Line I WELL TO: Absorption Area to nearest Lot Line [] CONDITIONAL APPROVAL (letter mus,~accompany certificate) [] DISAPPROVED ~ DATE ._,"'3 - ll~ BY (Title) /] .- / -- 72-010 (Rev. 3/78) REALTORS® REALTOR® AREA, INC. REALTORS [] Anchorage "C" St. Office 3300 C Street [] East Anchorage [~ Eagle River Eastgate Office Parkgate Office 5437 E. Northern Lights P.O. Box 249 G~ '~.TER ANCHORAGE AREA BORO' '~H HEALTH DEPARTMENT 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 N? INSPECTION REPORT ON-SITE SEWAGE DISPOSAl. SYSTEM LOCATION SEPTIC TANK: MAILING ~ ADDRESS /..~g...F LEGAL DESCRIPTION DISTANCE FROM WELL LIQUID CAPACITY GALLONS. .MATERIAL INSIDE LENGTH NUMBER OF ~ COMPARTMENTS LIQUID iNSIDE WIDTH DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PiTS / OUTSIDE DIAMETER OR WIDTH /~ NEAREST LOT LINE /~Z:~ '~ ~O x/-~O/~-%'//? TOTAL EFFECTIVE ABSORPTION AREA (WALL AREAl '~'"~--~ , LENGTH '~C~.) , DEPTH BUILDING FOUNDATION SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELL .,.~.J:-QUNI~TION_ , NEAREST LOT LINE NUMBER OF LINES /DISTANCE BETWEEN LINES~'~, TRENCH WIDTH ABSORPTION A SQ. FT. LENGTH OF EACH LINE DEPTH: TOP OF TILE TO FINISH GRADE TOTAL LENGTH OF LINES I. IOTAL EFFEClIVE DEPTH OF FILTER MATERIAL 8ENEATH TILE IN. ABOVE TILE__ WELL: LOT LINE TYPE C/~' ~' ~ DEPTH __ NEAREST -- SEPTIC , SEWER LINE. , TANK DISTANCE FROM WATER , BUILDING FOUNDATION -' SAMPLE /'~O~OE-- , NEAREST SEEPAGE ._ OTHER , SYSTEM '~ , CESSPOOL , SOURCES__ DISTANCES: DIAGRAM OF SYSTEM I HEA~Y GREAFER ANCHORAGE AREA BOP, OUCH DEPARTMENT OF ENVIRONMENTAL QUALITY 3~00 TUDOR ROAD POUCH 6-650 ANCHORAGE, ALASKA 99502 TeLePHoNe 279-8686 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO, NAME OF APPLICANT SEEPAGE PIT ,DRA]N FIELD INSTALLATION LOCATION LEGAL DESCRIPTION ~--0 '~'-- INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH BOIL TEST RESULTS TO BE INSTALLED BY PHONE ., OTHER NOTE= THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPEC. TION~ 2:4 HOUR NOTICE REQUIRED, BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE /ff~ ff~ TYPE SEEPAGE AREA SIZE ~'~'~ ~ ~;'} /~C'~ TYPE ~r ~ MINIMUM DISTANCES, REQUIREMENTS.,~ / FOUNDATION TO SEPTIC TANK ~ FOUNDAT[ON TO SEEPAGE P]T ~'~/ ., DRAIN FIELD SEPTIC TANK TO SEEPA~G~ PIT WALL SEPTIC TANK -~ .,SEEPAGE PIT TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRArN FIELD /5-1 · ~ , DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD SEPTIC TANK, SEEPAGE Pit ALSO CONSIDER AREA WELLS. . SEEPAGE P]T TO RIVer, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING ]NSTALLAT]ON. DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE '~ / APPL[CANT'B SIGNATURE Municipality of Anchorage Development Services Department Building Safe.h/Division On-Site Water & Wastewater Program 4700 BragawStreet .~ ti P.O. Box,196650 ,' .._,//v ~/~,~ Anchorage, AK 99519-6650 vcww.muni.org/onsite ./ (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 006-262-26 1. GENERAL INFORMATION Expiration Date: Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address HIDEAWAY HILLS BLOCK 2~ LOT 6 8011 SECLUSION DRIVE *ANCHORAGE, AK 99504 BERNICE KELLEY 8011 SECLUSION DRIVE Day phone *ANCHORAGE, AK 99504 Day phone 333-6934 DAVID ARMSTRONG W/ KELLER WILLIAMS Day phone 865-6538 101 W. BENSON BLDV, #503 * ANCHORAGE, AK * 99503 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well [] Individual On-site · Individual Water Storage [] Individual Holding tank [] Community Class Well [] Community On-site [] Public Water System · Public Sewer [] The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On-Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DaD also issues COSAs upon request to homeowners. Certificates of On-Site Systems Approval are valid for 90 days from the date of issue for properties served 'by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the vafidation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of Qn-Site Systems Approval Guidelines for this application, sho~ that the on-site water supp!y and/or wastewater disposal s.~tem is (are) safe, functional and adequate for the number of bedrooms and type of structure indicate'd herein. I further verify that based on the information obtained from t,~e Municipality of Anchorage Nes 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 GARNESS ENGINEERING GROUP, Ltd. Address 5701 Eo TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Phone 557-6179 Date Engineer's Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the OPerational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE b,''~ Approved for '-~ bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulati.~.o oo ~ · ~STEWAT~ . % , PROGRAM Attachments: COSA Checklist 'V'/ Septic System AdvisoW Well Flew Advisory Nitrate .'~_dvisory /.~ (Rev. 11/05) Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Original Certificate Date: Municipality of Anchorage Development Services D~partment Building Safety Division On-Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: HIDEAWAY HILLS BLOCK 2, LOT 6 Parcel ID: 00626226 WELL DATA IPUBLIC WATERI Well type __ If A, B, or C provide PWSID# __ Well Log (Y/N) Date cOmpleted . Sanitary seal (Y/N) Wires properly protected (Y/N~ Total depth ft. Cased to___ft. Casing he~ound)~~ _in. FROM WELL LOG AT IN~CTION Date of test . S~::: Cp;oa:: rctl:oVne ' [~A I::: ~l::_ql II ~ ,,,i,,'a,e __ m,. co,onies,',O0 ,. ~ ug./L. Date of sample: Collected by: CJ Foundation cleanout (Y/N) YES Date of pumping 3/9/2011 ABSORPTION FIELD: DA'i;A Date installed ' 7/20/1971 Length 20 ft. B. SEPTlC/HOLDI:NG TANK DATA J'PER 1978 INSPECTION REPORT. I SEPTIC/.STEEL 11/7/78 Tank TYpe/Material SEPTIC/STEEL Date installed 7/20/71 ,500 *2 Tank size 1000 .gal. Number of CompartmentS 2 Cleanouts (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) Pumper. ONE STOP SERVICES ~**TO CALCULATED 'BOTroM OF CRIB'I rating (g.p.d./ft2o~ 165 System type Soil Width 1 6 .ft. Gravel below pipe Total depth **9.6 ft. Eft. absorption are~*.432 ft2 Monit6ring tube YES Date of adequacy test **'7/27/10 Results (Pass/Fail) PASS Fluid depth in absorption field before test ***,51 in. Water added 470 gal. Elapsed Time: 297 min. Final fluid depth ***58 in. AbsorPtion rate >= 450+ Any rejuvenation treatment (past 12 mO.) (Y/N & type) NONE KNOWN If yes, give date ***SEE A'FI'ACHED LETTER REGARDING DRAINFIELD ABSORPTION AREA AND ADEQUACY TEST. N/A CRIB 6 .ft. Depression over field NO For 3 bedrooms New depth ***68 in. g.p.d. D. LIFT STATION Date installed "Pump on" level at fi. in. SEPARATION DISTANCES Size in gallons . Manhole/Access ~ ~ ."Pump off" level_j_a~, High water alarm level at Cycles tested. Meets alarm & circuit requirements? .in. SEPARATION DISTANCES FROM WELL ON LOT TO: PUBLIC WATERI Septic tank/lift station on lot On adjacent lots. Absorption field on lot On adjacent lots Public sewer main ......~eanout Sewer/septic service line_~_--~ Holding tank ~ent areas Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: *UNKNOWN 5'+ 5'+ Building foundation 5'+ 5'+ Property line 10'+ 10% Water main lO'+ Water service line. lO'+ Absorption field Surface water, I1971 TANK/ 1978 TANK **UNKNOWN 100'+ 100'+ Wells on adjacent lots N/A SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water service line 10'+ Surface water 100'+ Curtain drain NONE KNOWN Wells on adjacent lots N/A Water main 1 O'-I- Driveway, parking/vehicle storage 10'+ F. COMMENTS *SEE An'ACHED FIELD NOTES. **DISTANCE NOT LISTED ON 1978 INSPECTIO,N REPORT. G. ENGINEER'S CERTIi=ICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printedl~lar~e JEFFREY A. GARNESS ' ' Date ~/~/)i COSA Fee $ Date of Payment Receipt Number, (Rev. 11/05) Waiver Fee $ Date of Payment Receipt Number LOT 5 25.4 EXISTING HOUSE ../ Note LOT DOES NOT CLOSE MATHEMATICALLY N/E CORNER WAS ESTABLISHED BY Dis./Dis. INTERSECTION. UNDER NO CIRCUMSTANCES SHOULD AN AS-BUILT BE USED FOR CONSTRUCTION OR FOR ESTABUSHING BOUNDARY OR FENCE LINES. THE SURVEYOR TAKES RESPONSIBILITY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL EAI~IUTY ONLY FOR THE COST OF THE SURVEY. USTED DISTANCES PREVAIL OVER SCALING. REPRODUCTION MAY CAUSE ERRORS IN SCALE. 'F-~ LOT SURV~Y SURVEY TYPE [] FOUNDATION AS-BUILT [] FINAL STRUC~JRE AS-BUILT [] PLOT PLAN , . . AS-BUILT.. , LOT SURVEY... T0C0GRAPHY [] AS-BUILT . . . NO CORNERS ~ET [] RE;CERTIFICATION AS--BUILT... NO CORNERS SET PLOT PLANS & LOT SURVEYS IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TO CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE TO FINISHED GRADE AND UTIUTY CONNECTIONS AND TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. SYMBOLS · SET REBAR ~ ~ DRAINAGE ~ ASPHALT O FOUND REBAR ~ WOOD FENCE ~ CONCRETE ~ ASSUMED ELEV. X X X METAL FENCE ~ WOOD DECK NOTE: ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE SHOWIN. FENCES, WELLS, SEPTIC CLEANOUTS, SIDEWALKS, DRIVEWAYS, etc., ARE SHOWN IN THEIR APPROXIMATE LOCATION. ONLY. SNOW MAY PREVENT SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED. ALL DISTANCES ARE RECORD UNLESS OTHERWISE NOTED. .~UR VEY CERTIFICATION 'LOT PLAN ~'~by e~tl~ that t ~ p~y OUNDAll0N AS-~lLT IN~ S~UC~RE AS-BUILT Prepared by Robert E. Johns, Jr. & Professional [_and Surveyors 842 E. 12 AVE. ANCHORAGE, ALASKA 99501 Assoc. I Rec. Lot $.F. IRec. Plot File No. Dot. s....~,: 03/21/11 03/21/ J""':sw 54 lw-°- 1318 Legol Description: HIDEAWAY HILLS BLOCK 2 LOT 6 GARNESS ENGINEERING GROUP, CONSULTANTS & GENERAL CONTRACTORS Ltd. March 10, 2011 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Hideaway Hills Subdivision; Block 2, Lot 6, Effective Absorption Area of Drainfield, To whom it may concern: DRAINFIELD SQUARE FOOTAGE: The existing 3 bedroom house is served by public water and a septic system. The septic system consists of a 1000 gallon septic tank, a secondary 500 gallon septic tank and a crib type drainfield. The soil rating for the drainfield is 165 square feet per bedroom. The crib has an effective absorption area of 432 square feet. The drainfield does not currently satisfy the requirements (495 square feet) for a 3 bedroom house; however, during the installation of the 500 gallon septic tank in 1978, a permit was approved by your department approving the septic system as a 4 bedroom system. We are requesting that you approve the existing septic system as a 3 bedroom system in its current condition. The following items are justification for this request: · The system was approved as a 4 bedroom system previously by your department (10/8/1978 & 11/7/1978). · The drainfield's absorption area is close to the amount required by the soil rating. · The drainfield was tested as a 3 bedroom system and was found to have an adequate absorption rate. Based upon the aforementioned facts, we believe there is minimal risk in granting this variance. T, OTAL DEPTH OF CRIB AND ADEQUACY TEST: The monitoring tube for the crib only extends 28 inches below the top of the crib. The crib has approximately 3.6 feet of soil cover. The total depth and liquid level listed on the C.O.S.A. sheet were calculated based upon the top of the crib. If you have any ~lt~;slions, please contact us at 337-6179. Thank you for your assistance. '~' el ~ /]~! Presi~b~?*~' 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com Stop Services Phone: (907) 338-5583 * Fax:. (907) ~38-~5'o4 7654 Old Harbor,{venue · Anchorage, AL.~:<= 99504 ./ ~ CCC: Authorized Signature (Open Acct Only) ~ ~ OPEN ACCOUNTS ONLt~ 8y ~ning this invo? be above named a~ount agrees to ~av th s invoic~ ba~d on ~ fo ow'ne , Pa/men ~ rd;, u~on receiot o~ statemen[ Any invdca, ,no=id 30 dav~ aF~ ~t~tem~ da~'= ,~ ~; ....... : ~" ~;* ~ ~ 2~?~:~z.'n? es~' ~.~?e ac?~ at, ~ xo ~i' month. ,n d~e even~ ~ai paymt~nt is not n~ade, aii reasonable coii~Jon f~es