The URL can be used to link to this page

Home My WebLink AboutASPEN HIGHLANDS #2 BLK 2 LT 1Aspen Highlands #2 Block 2 Lot 1 x#017-013-33 GRE" 7ER ANCHORAGE AREA BOr-!UGH r ! �fl��, Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME -,"Or, .7, MAILING ADDRESS-P�OV PHONE LOCATIONLEGAL DESCRIPTION SEPTIC TANK: DISTANCE�r�•trl�./ FROM WELL42 i MANUFACTURER T/-�it//G NUMBER OF MATERIAL ✓!� Lr COMPARTMENTS," INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH _ I IQUID CAPACITY �l GALLONS. SEEPAGE PIT: NUMBER OF PITS Z. DIAMETER -� OR WIDTHLZ,/ LENGTH_-Z:� DEPTH ��`//•�/l% LINING MATERIAL CRIB SIZE: DIAMETER DEPT _DISTANCE FROM: WELL�� BUILDING FOUNDATIONS �n NEAREST LOT LINE TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) Sq, FT, ADDITIONAL ABSORPTION WELL: TYPE CONSTRUCTION DEPTH DISTANCE FROM: BUILDING NEAREST i NEAREST FOUNDATION , LOT LINE /� SEWER LINE TANKCs� ' SYSTEM E CESSPOOL ,•L��'�, OTHER SOURCES�U/�F��if/!'!-✓/�/ APPROVED DISAPPROVED REMAR DISTANCES:Lr/.✓ INSTALLED PIPE MATERIAL: LOT SLOPE: REMARKS: �,t/it/i�.��!' Fri✓ Form No. E"31 DIAGRAM OF SYSTEM I DATE APPROVED / G.A.A.B. R£C£~V£D D~ept. HeaJt~ & Hu~n Services i GREATER ANCHORAGE AREA BOROUGHJn • s'�' w 'f�/►u- P[RMIT NO.� �DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 J TELEPHONE 274-4561 \\\\````��L0111111~..... •psi/. SEWAGE DISPOSAL SYSTEM —APPLICATION AND PERMIT NAME OF APPLICANT {- J. bay MA INC ADDRESS S�O/'4 CT PHONE INSTALLATION LOCATION 0al //;/ C / V'4 LEGAL DESCRIPTION v INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED _.DRAIN FIELD OTHER FINANCED THROUGH 501E TEST RESULTS NPTE, THIS PERMIT 15 N V}LID/ UT O i Ps o71 / 2 5 v✓ f sl a 47ES' P, 2 2 / S>r'yi �/ b [ �fcy C•�l�cY TO S COMPLETION DATE ANTICIPATED—y{ !» 7Vc <O// ✓ e --- SOIL TEST /1;v40VO4- FINAL 0 - FINAL INSPECTION: 24 HOUR roTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE - O� TYPE MINIMUM DISTANCES, REQUIREMENTS �10 AREA SIZE FOUNDATION TO SEPTIC TANK 1 FOUNDATION TO SEEPAGE PIT t zo DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL /S/ SEPTIC TANK S SEEPAGE PIT 2DRAIN FIELD TO NEAREST LOT LINE. r ' WELL TO SEPTIC TANK ) OSEEPAGE PIT O 0' � DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK /O / SEEPAGE PIT DRAIN FIELD SEPTIC TANK, OO - SEEPAGE PIT 0DO DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION S 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 INSTALLATION..{///J G.A.A.B. OR LICENSED DESIGNER 1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE APPLICANT'S SIGNATURE .tom FORM NO. O-Olf TYPE DIAGRAM OF SYSTEM BOROUGH ORDINANCE NO. 28.60 AND THAT THE ABOVE SANITARY LCG Prepared for: Er. Al Gsbaig, 8301 Spruce Road, Archorare, Alaska U;4 -C292) Prepared by: Richard 1•t. Glasheen. Consultinr• Geologist SRA Box 1619-G, Anchorage, Alaska Location: Lot 1, Block 2, Aspmn Highlands Subdivision Date: June 9, 1973 lethod of Excavation: Backhoe Water Table: done observed Soil Characteristics: Ground Surface 1z' - Top Soil 6' - SM (Silty sands) 4# - SP (Poorly graded sands) Coacutations: S;' 6' - 250 (6 x 250) = 1500 SP 4' - 150 (4 y. 150) = 600 2100 l0 = 210 sq. ft. per bedroon 'µ nJune 12, 1972 Vatsran's Admisistretiea Lova Guaranty Office 429 "D" Street Suite 214 lnchorage, Alaska Subject: Let 1. Block 21, Asp" Highlands L*_ar Sir: Public sc%�w and water is net available to Aspen Highlands Subdivision end will not be for sews years. In the interim water supply will have to Lc by individual wells and sesege disposal by septic tank -soil absorption system.. If these systems are instilled to Borough specifications there should be a miniap of problem until public utilities are available. Sirzerely, John R. Lec Sanicr Environmental Sp cialist ja Municipality of Anchorage •••, • -� Development Services Department Building Safety Division Onsite .. ... Water & Wastewater Program 4700 South Bragaw SL t ��C P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING ParceI1.D. 017-013-33 HAM Q 1. GENERAL INFORMATION Expiration Dater Complete legal description ASPEN HIGHLANDS SUBDMSION #2• LOT 1 BLOCK 2 Location (site address or directions) 12801 HILLSIDE DR. • ANCHORAGE AK 99514 ❑ Individual Holding tank Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address STEPHEN LINDER/ JUNE A. BAILEY Day phone 222-6646 12801 HILLSIDE DR. • ANCHORAGE AK 99514 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 Day phone Day phone 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site 0 Individual Water Storage ❑ Individual Holding tank Community Class Well ❑ Community On-site ❑ Public Water System 11 Public Sewer The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority 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. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority 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 sample results less than 30 days old. (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 engineers work. 4. STATEMENT OF INSPECTION BY ENGINEER As cued by my seal affixed hereto and as of the validation date shown below, I verify that my Investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the onsite water supply and/or wastewater disposal system ls(are) safe, functional and adequate for the number of bedrooms and type of structure Indicated heroin. I further verify that based on the Information obtained from the Municipality of Anchorage riles and from my investigation and inspection , the on-site water supply and/or wastewater disposal system ls(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Finn GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE. AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. 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 8 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 orMOA 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. S. DSD SSIIGNATURE —JL Approved for 0-5_ bedrooms. Disapproved. Conditional approval for bedrooms, with the Phone 337-6179 Date Attachments: HAA Checklist_ Manitenance Agreements Septic System Advisory Supplemental Engineers R�ort X Well Flow Advisory Other By: Original Certificate Date: (RW. 1201) Municipality of Anchorage ,. • Development Services Department Building Safety Division On -Site Water fL Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6850 www.cIznchorage.ak.us (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: ASPEN HIGHLANDS S/D i2• LOT 1. BLACK 2 Parcel ID: 017-013-33 A. WELL DATA 'WELL FRACTURED AND DEEPENED. Well type PWM If A, B, or C provide PWSIDII N A Well Log (YM) YES 3/25n4 YES Wires properly protected (YIN) YES Date completed Sanitary seal (YM)_ Total depth •450. It. Cased to 58 ft. Casing height (above ground) 15 in. FROM WELL LOG AT INSPECTION Data of test 3/25/74 10/8/04 Static water level 70' ft. 52' ft. Well production 1.5 g.p.m. 1.23 g.p.m. WATER SAMPLE RESULTS: '' Coliform _& 1nv colonlW100 ml. Nitrate 1 �mgA. Other bacteria. '62 _colon"100 ml. Arsenic: N/A mgJl. Date of sample: 10/6/2004 Collected by: GEG, Ltd. B. SEPTIC/HOLDING TANK DATA Tank TypelMeterlel SEL Date installed 6/14/74 17� 1 Cleanouts (YIN) '� Tank size 1000 Number of Compartments Foundation cleanout (YIN) YES Depression over tank (YIN) NO High water alarm (YIN) N/A Data of pumping 10/6/2004 Pumper NORTHLAND PUMPING C. ABSORPTION FIELD DATA Date Installed6/1_ 4/74 Son rating g.p.d ftjbdnn) UNK System type SEEPAGE PR Length 21 ft. Width 17 ft. Gravel below pipe 8+ ft. Total depth 12.5 ft. Eft. absorption area 602+ fe Monitoring tube 'YES Depression over field NO Date of adequacy test 10/6/2024 Results (PasslFaA) 'PM For 3 bedrooms Fluid depth in absorption field before test 62 In. Water added 450 gal. New depth 80 In. Elapsed Time: 104 min. Final fluid depth 72 Jn• Absorption rate g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date — D. UFT STATION Date krstaded Size in gallons "Pump on" level at in. "Pump WP_Jeva ftt- High water alarm level at in. uarura�` Cycles tested Meets alar 6 circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: •MOA WANER IN PLACE (t, V0igCM%) Septic tank/lift station on lot •55' Absorption field on lot _ 1000+ Public sewer main _ N/A Sewer /septic service line 25'+ On adjacent lots 1006+ On adjacent lots 1001+ Public sewer manhole/deenout N/A Holding tank N/A SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property One 10'+ Budding foundation 10'+ Water main_ N/A Water service line 101+ Surface water 100'+ Driveway, parking/vehicle storage 5'+ Curtain drain NONE KNOWN Weds on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I codify that I have determined through field inspecfbns and review of Munidpat records that the above systems ere in contwmance with MOA HAA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date jo/l?&0 HAA Fee $ 4 W' Waiver Fee $ _ Date of Payment It /110 a Date of Payment Receipt Number C)60XI Receipt Number (Wv.120M _4 ? GARN SE S ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS October 13, 2004 Municipality of Anchorage Development Services Department Building Safety Division On -Site water and Wastewater Program 4700 South Bragaw Street Anchorage, Alaska 99519-6650 Ref: Septic System Evaluation at Aspen Highlands 42, Ll, B2 To Whom It May Concern: In 2001 our firm performed an adequacy test on the subject property for the purpose of obtaining a Health Authority Approval. At that time we prepared a report which accompanied the IIAA submittal in which we stated that the bottom of the crib is only 5.7 feet below invert of the pipe entering the top of the crib. We have recently been retained to obtain another IIAA for the subject property. During our site visit on 10/6/04, GEG field technician, Susan Oswalt, determined that the bottom of the crib is 75 inches below the invert of the pipe entering the crib. This measurement is more consistent with the adequacy test performed by Ted Moore, P.E. in 1994. During our adequacy test it was found that the system had limited surge capacity (248 gallons caused the level to rise 14 inches ... to the invert of the influent pipe); however, we were able to get 450 gallons into the system over a period of 189 minutes. The absorption capacity was deemed to be adequate for a three (3) bedroom residence. If you have anylluestions, please contact me at 337-6179. 3701 East Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: gamessengineering.com 5 g9054130'E 210.001 I C UTILITY CAME -ENT --------------------------- TRACY _,______ WAS_ I WPEON M FM THE USELENDING_SpECInCALLV TO SHOW ANY CONFUC EXISTING STRUCTURESS MD PLATTED LOT LINES OR EASEAIEHTTS AND IS NOT O BE USED FOR POSITIONING MXXTKMAL STIM1CT11RES OR FENCELCIES. EASEMENTS OF RECORD. OTHER THAN THOSE SHOW" ON THE RECORDED PLAT. ARE NOT ,DTE: ANY FENCELNES SHOWN ARE LOCATED APPROXIMATELY ANO ARE NOT TO BE USED To DETERMINE PROPERTY UNE9 HEREON. ORL.OLATESTRUCTURES NY . APAVNG SHOWN WY BE APPROXIMATE DUE TO SNOW CONDITIONS. A•IHALT m pF A "44 = '„........................... OSHANE A. HOLT. j +•' LS -6914 i4 ppn'.�e............0� AS•BU1LT SURVEY SCALE: VM4P I HEREBY CERTIFY THAT I HAVE PERFORMED A MORTGAGEES INSPECTION OF THE FOLLOWING DESCRIBED PROPERTY. LOT 1, BLOCK 2 ASPEN HIGHLANDS NO. I ANCHORAGE RECORDING DISTRICT. ALASKA AND THAT THE WITHIN VISIBLE THE PROPERTY MENTS LNES DATED THAT NOEVISBLARE ENCROACHMENTS EXIST OTHER THAN NOTED. DATED AT ANCHORAGE, ALASKA THIS _28TH_ DAY OF OCTCSEft 110LTLA1ID SURVEYING 9529,F0116-7 TEL 415.5517 �ALt r ��M M� NO •• ci O o \ � \ m ' m N � 2 � euvu O I_ N m i N 90°OOIOO"E 71.021 L o 85,75 TRACY _,______ WAS_ I WPEON M FM THE USELENDING_SpECInCALLV TO SHOW ANY CONFUC EXISTING STRUCTURESS MD PLATTED LOT LINES OR EASEAIEHTTS AND IS NOT O BE USED FOR POSITIONING MXXTKMAL STIM1CT11RES OR FENCELCIES. EASEMENTS OF RECORD. OTHER THAN THOSE SHOW" ON THE RECORDED PLAT. ARE NOT ,DTE: ANY FENCELNES SHOWN ARE LOCATED APPROXIMATELY ANO ARE NOT TO BE USED To DETERMINE PROPERTY UNE9 HEREON. ORL.OLATESTRUCTURES NY . APAVNG SHOWN WY BE APPROXIMATE DUE TO SNOW CONDITIONS. A•IHALT m pF A "44 = '„........................... OSHANE A. HOLT. j +•' LS -6914 i4 ppn'.�e............0� AS•BU1LT SURVEY SCALE: VM4P I HEREBY CERTIFY THAT I HAVE PERFORMED A MORTGAGEES INSPECTION OF THE FOLLOWING DESCRIBED PROPERTY. LOT 1, BLOCK 2 ASPEN HIGHLANDS NO. I ANCHORAGE RECORDING DISTRICT. ALASKA AND THAT THE WITHIN VISIBLE THE PROPERTY MENTS LNES DATED THAT NOEVISBLARE ENCROACHMENTS EXIST OTHER THAN NOTED. DATED AT ANCHORAGE, ALASKA THIS _28TH_ DAY OF OCTCSEft 110LTLA1ID SURVEYING 9529,F0116-7 TEL 415.5517 Municipality of Anchorage • i- Development Services Department Building Safety Division " Onsite Water & Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519.6650 (SSvp,� �� CF (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING HAA# 0o Parcel I.D. 017-013-33 N A Expiration Date: U 1. GENERAL INFORMATION LOT 1 BLOCK 2 Complete legal description ASPEN HIGHLANDS SUBDMSION 2' Location (site address or directions) 12801 HILLSIDE DR. 99516 Current Property owner(s) Mailing address Lending agency Mailing address MICHAEL D. k MARCIAL KEAN Day phone 345-9277 12801 HILLSIDE DR. 99516 ' ANCHORAGE AK 99514 Day phone Real Estate Agent CHUCK ASHCRAFT w/ PRUDENTIAL J. W. Day phone _ Mailing address 3201 'C" ST. SURE 200, • ANCHORAGE, AK 99503 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System 3 242-5050 The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority 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. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority 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 sample results less than 30 days old. (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. TYPE OF WASTEWATER DISPOSAL: Individual On-site 0 110 0 Individual Holding tank 0 Community On-site i] 0 Public Sewer The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority 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. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority 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 sample results less than 30 days old. (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. Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $ at or nor to closing for the engineering services provided. o 4. 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 Health Authority Guidelines for this application, Approval shows that the on-site water supply and/or wastewater disposal system is(a l safe, functions! 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 riles and from my investigation and inspection, the on-site water supply and/or wastewater disposal system fs(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm ALASKA WATER k WASTEWATER CONSULTANTS, INC. Address 6901 DEBARR ROAD, SUITE 2B + ANCHORAGE, AK 99504 Engineer's Printed Name JEFFREY AGA ?NESS, P.E. Engineers Comments: In conducting this evaluation, AWWC, Inc. attempted to provide a thorough, conscientious engineering analysis or 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 readilyldentifiable 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. AWWC Inc. 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 L/ Approved for 3 bedrooms. Disapproved. Phone 337-6179 Date Conditional approval for bedrooms, with the fllowing stipulations: OFfe 0% • WAOTN--SITE c R AND E rr': WASTEWA R • e QGRAM �'�///11111111� Attachments: HAA Checklist !/ Manitenance Agreements Septic System Advisory r/ Supplemental Engineer's Reort r Well Flow Advisory Li Other By: �E� GGA Original Certificate Date: (Rev. 1210+) Municipality of Anchorage = , • Development Services Department awkling Safety Dtvlawn • , O"Re water & wastewater Program 4700 South Srsgsw SL P.O. Bou 196650 Anctarage. AK 99519-6650 www.d.enchora9e.6.us (97) 343-TW4 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: ASPEN HIGHLANDS S i2• LOT 1. BLOCK 2 Parcel ID: 017-013-33 A. WELL DATA Well type ��— If A, B. or C Drovide PYVSID# N A Well Log (YM)—�—� YES Wires property protected (YIN) 'ES Date completed _J 25 _74 Sanitary 6681(YIN)_ Total depth 450 ft. Cased to 58 ft. Casing height (above ground) 15 in. FROM WELL LOG AT INSPECTION Date of test 3/25/74 7/25/01 Static water level 70 ft 51 ft. wen production 1.5 g.p.m. 0.93 — 9 -p.m -WATER SAMPLE RESULTS: . Other bacteria --o—colonies/100 mi. cotoniesl100 rttl. Nitrate Collected mg JL. AWWC INC. Date of sample: 1/30(2002 Collected by: S. SEPTIC/HOLDING TANK DATA Tank TypelMatedal STEEL Tank size 1000 gal. Number of Compartments Foundation cleanout (YIN) YES Depression over tank (YIN) NO Pumper ISAACS PUMPING + SEE -0 REPORT SuBM v, Date installed 6/14/74 Cleanouts (YM) YES High water mann (YIN) N/A Date of pumping 4/27/01 C. ABSORPTION FIELD DATA Date installed 6/14/74 Soil rating 0.p.d ft3bdrm) UpK Length 21 ft. Width 17 ft. Total depth 12 5 fl. Eff. absorption area 608+ ft• System typeSEEPAGE PR Gravel below pipe 8+ ft. Monitoring tube YES Date of adequacy test 7 LL4LO1 � Results (Pass/Fall) 'PASS Fluid depth In absorption field before test 56 In. E apsed Time: 240 min. Water added'3B89al. Final fluid depth 63.5 In. Any rejuvenation treatment (past 12 mo.) (YIN b type) Depression over field NO For 3 bedrooms New depth 65.5 in. Absorption rate >= 465 g.p.d. NONE KNOWN N yes, give date D. LIFT STATION Date installed Size in gagons "Pump on' level at _in. E. SEPARATION DISTANCES High water alarm level at In. Cycles tested Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankilift station on lot 055' Absorption field on lot 100'+ Public sewer main _ N/A Sewer /septic service line 25'+ 'MOA WAIVER IN PLACE On adjacent kits 100'+ On adjacent lots i 0o'+ Public sewer manhole/deanout — N/A Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property tine 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main— N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehide storage 5'+ Curtain drain NONE KNOWN Wells on adjacent kSts 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspecWns and reWew of Munidpal records that the above. systems are in ...... ... .......:.* conformance with MOA HAA guidelines in effect on this date. Engineers"IntelName JEFFREY A GARNESS :'b A• ! —7953 Date _ r/ DZ •� HAA Fee S Date of Payment Receipt Number (Rev. 12M) Waiver Fee $ Date of Payment Receipt Number Municipality of Anchorage • �- Development Services Department Building Safety Division Onsite Water 3 Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING parcell.D. 017-013-133 HAA# I l - / o - O ) 1. GENERAL INFORMATION Expiration Date: Complete legal description ASPEN HIGHLANDS 2 LOT 1 BLOCK 2 Location (site address or directions) 12801 HILLSIDE DR. 99516 Current Property owner(s) MICHAEL D. k MARCIAL KEAN Day phone 345-9277 Mailing address 12801 HILLSIDE DR. 99516 ►Anehorc a AK. 99514 Day phone Lending agency Mailing address P(2-.AOE..Mo, — Real Estate Agent CHUCK ASHCRAFf N.cy-w+�v�_ Day phone 242-5050 Mailing address 3201 "C" ST. Suite 200, •Anchorcge. AK. 99503 Unless otherwise requested, HAA 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 O Community Class Well❑❑ Community On-site ❑ Public Water System Public Sewer The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by rovadepenl arerequired for dent thesiontreal civil engineer registered in the State of Alaska. Certificates of Health Authority App nsfer of title (except between spouses) for properties served by a single family on-site wastewater disposal and/or water supply system. DSD also Issues HAAs upon request to homeowners. Certificates of Health Authority 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 sample results less than 30 days old. (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 8 welts 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 validation date shown below, I verify that my Investigation, based on procedures outlined In the Health AuthorityApproval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system Is(are) safe, functional and adequate for the number of bedrooms and" of structure Indicated herein. I further verily that based on the Information obtained from the Municipality ofAnchorage files and from my Investigation and Inspection, the on-s1le 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 Finn ALASKA WATER & WASTEWATER CONSULTANTS, INC. Address 6901 DEWR ROAD, SUITE 213 • ANCHORAGE, AK 99504 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In Conducting this evaluation, AWWC, Ina attempted to PrOOde a thorough, conscientious engineering analysts of the system N acoard mce *M ADEC and MOA DSD Guidelines & Reguladons. The reported results descrited lyre perfomnenca of the system under dee conditions encountered at the Cme of the testi and separawn distances measured to readily ldend8able features. The Operattonal hte of all wells and septic systems depend on tine /coal soils aonditlon, groundwater levela the may fluctuate during the year, and the water usage of the famllybWng seroedby the system. These Conditions are outside the Control of the evaluator of the system. Sadafactory test resuf(s do not guarantee future Performance of the system, nor do they guarantee that there are no hidden defects or encroachments. A VAW, Ina can Mweibm not provide any wamwy or future estimate of how long the system will continue to meet the oPeredonal requirements of the ADEC or MOA DSD. The content of this report is for Me $ole benefit of the ownerAsted above. Any reliance upon or use of this report by wry other person or party Is not authorized, nor *#111 Confer any legal rfght whatsoever. Phone 337-6179 Date S 7 01 S. DSD SIGNATURE —� Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the fliowing stipulations: NOTE: The attached Engineers letter dated Jul 26,2001 shall be art of this HAA package. Attachments: HAA Checklist ✓ Manitenanca Agreements Septic System Advisory Supplemental Engineer's Reort !� Well Flow Advisory ✓ Other BY��/ Original Certificate Date: Municipality of Anchorage • Development Services Department Division O0.Sb Wee 3 Wasi�aN�eyi�er Proprun 4700 South S._„_^ SL P.O. a= low Nxhoreps. AK 9D511i M vwvWAA1dmonpe ekus (907) 943-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Deselipnon: ASPEN HIGHLANDS It2• LOT 1. BLOCK 2 Pame11D: 017-013-033 A. WELL DATA ,� Wen dlpa �Ah HA. S. or C lxovide PWSIDI� N A Wen Lop (YAM 3 25 74 San" (Y/t� YES "M properly P (YIN) `� Date completed Total depth 450 R cased to 58' casing height (above ground) 1,57 In. FROM WELLLOO AT INSPECTION 3/25/74 7125/01 Date of ted ---- Static trr8ter level 70 fL 51' II Wag produdbrt 1.5 g.p.m. 0.93 g.p.m. WATER SAMPLE RESULTS: Colnono 0 oolonies/100 ml. Nitrate 1.35 mgJL Other bacteAa_�—colortiea/100 ml. Date of Bampte: 7/27/01-8/1/01 collected by. AWWC INC. e. sEPTICINOLDING TANK DATA 6/14/74 STEL Data InstalledTw*TypelMaterial YES Tank stae 1000 gal. Number of ComparlmerIts i Cleanouts (YM) Foundation deanout (YIN) YES Depreaslon over buck (YM) NO High water alarm (YIN) --&—A A 4/27/01 Pumper ISAACS Data of pumping C. ABSORPTION FIELD DATA SEEPAGE PR Date irtstened_-- � 4 e/tSon .p d mting I11bdrm)1 System tYPe Length 21• n Width 17' IL Gravel below PIPS 608+ 1t' MoNtoAttO tube YES Depression overtield No Total depth t z.e Eft. absaPtlon twee__ Data of edequeq test 7/1 Results 0%3& Fan) PASS For 3 bedrooms 24/0 Fluid depth In absorP*m Held before teat 58 in. * Water added368 gal. New de 6pAL l-5—in' Elapsed Tkne: 240 min. Final Auld depAL_U.5 Jn• Abswp*M fate >a 465 g.p d. Any MuvenatkM treatment (Past 12 m0.) (YIN & type) NONE KNOWN 9 yes, give data – D. UFT STATION Data Installed 'Pump OW level at—in. E. SEPARATION DISTANCES Slee in gal one High water alarm level at S,. Cycles tested Meets atenn S dreuft requirements?. SEPARATION DISTANCES FROM WELL ON LOT T0: Septic Unk= station on lot •55' AbsoPtion Axid on lot 1 o0'+ Public sewer main N/A Sewer /Uptic W4ce ane 25'+ On adjacent kfta 100'+ On adjeoent kfte 100'+ Public sewer manhole/deanout N/A Holding tank_ N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: 'MOA WANER IN PLACE Buidkfg fourfdation 5'+ Property ane 5'+ Absorption Aeld 5'+ Water main N/A Water 8ervice ane 10'+ Surface water, 100'+ WOOS on adjacent Iota 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON Lam: Property ane I O0'+ Bulldkfg foundation t o'+ Water main— N/A Water service arra 10'+ Surface water 7 oo'+ Ddvewey, PerldnpNehide saorage 5'+ CU teU dmIn NONE KNOWN Wella on adjacent 100'+ F. COMMENTS 0. ENGINEER'S CERTIFICATION I serflly that l have determ/ned thtvWh MWOW ofbfwddpat records that ft ebm /chasm and �: ':� contbrmenos Wl1h MOA H.4A systems are to .......... gtdde0rres Io ellecton N/s data. Engineer's Pdn d erne JEFFREY A —7953 GARNESS ? A 3 .°; Data HAA Fee $ _MCXL _ Date of Payment— Z 18 1 G I ReNIPt Number 34 � C o Waller Fee Date of Payment Receipt Number Municipality of Anchorage *AI Development Services DepartmentBuilding Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 Septic System Advisory Health Authority Approval # 010419 During a recent adequacy test on the septic system for Block 2, Lot 1 of Aspen Highlands #2 subdivision, 65.5 inches of standing water was observed in the absorption field. This indicates that approximately 98% of the absorption area is inundated. Although this system passed the adequacy test, the remaining life expectancy may be limited. This advisory must be attached to all copies of the subject Health Authority Approval. Municipality of Anchorage ,•' • .�� Development Services Department , Building Safety Division ' On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Nater Well Advisory Health Authority Approval # 010419 During a recent Health Authority Approval on-site inspection and test of the potable water supply well on Block 2, Lot 1 of Aspen Highlands #2 subdivision, the well's productivity was determined to be 0.93 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 3 -bedroom residence is 0.31 gallons per minute. Although the subject well currently exceeds this minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Health Authority Approval. ALASKA WATER & WASTEWATER CONSULTANTS, INC. July 26, 2001 Michael and Marcia Kean c/o Prudential Jack White Real Estate 3201 C Street Anchorage, AK. 99503 Subject: Nell and Septic Evaluation on Lot 1, Block 2; Aspen Ilighlands Subdivision #2 (12801 Tracy Way - Anchorage, Alaska) Mr. and Mrs. Kean: On July 25. a pose site visit was performed on the referenced property. test and a septic adequacy cy test. Our findings are as forf this visit was to lllo vs: perform a well MMLI-a In order to meet the minimum production requirements established by the Municipality of Anchorage, the well must be able to produce 150 gallons per day per bedroom, which corresponds to 450 gallons per day for 3 bedrooms. The results of our well test are summarized as follows: level was Sl feet below the top of the casing (BTC). Prior to starting the test, he static water Water was pumped at an average rate of 8.3 gallons per minute for 55 minutes (451 gallons), at which time the water level had dropped to a level of 307 feet below the top of he casing (BTC). The flow rate was then throttled down to 2.2 gallons per minute in order to stabilize the water level in the casing. An additional 44 gallons was pumped over the next 20 minutes and there was no drop in the water level in the well. The flow was then stopped (total of 495 gallons pumped). The recovery was checked 220 minutes later and the water level in the casing had risen a total of 136 feet, which corresponds to a volume of approximately 204 gallons. Based upon this data, it can be concluded that the production rate for the well exceeds .93 gallons per minute. The production will easily exceed 1 gallon per minute when he well is drawn down below 200 feet. aBased upon this data, nd exceeds he minimum production requirements t was determined lfor producesat the well 3 bed oom r 50 gallons per day esidence. SEPTIC: ion ments lished by the unicipality lAnchorage, the dra nfie dnmust b oimum rb 1150 gallons eper ay perbedroom. This corresponds of 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: al1«vc.c0m 450 gallons per day for three bedrooms. The existing seep is ssIIed consists in f who h hl gallon septic tank followed by a 17' x 21' log crib typed(mst b Ted effective depth of 8 feet, per MOA records, and 10 feet per the 1994 HAA prepared Y Moore, P.E. The total depth of the system appears to be about 12.7 feet (according to our field measurements), which is consistent with Ted Moore's field measurement of 12.5 feet. In 1994, when the system was last tested, the liquid depth in the crib was 40 inches. On 7/25/01 the liquid in the crib was 56 inches deep. Our field measurements indicate that bottom of the crib is only 5.7 feet below where the inspection pipe enters the top of the crib. Prior to the introduction of any water by the field technician, the liquid level in the crib was 12 inches below the top of where the inspection pipe enters the crib. A total of 368 gallons was introduced into the crib, which brought the liquid level to within 2.5 inches from what is believed to be the top of the crib, a rise of 9.5 inches (total liquid depth of 65.5 inches). This corresponds to 38.7 gallons per inch of rise. The recovery was monitored for 4 hours, during which the liquid level dropped 2 inches, indicating that roughly 19.4 gallons per hour was absorbed. This equates to about 465 gallons per day, which meets the MOA absorption requirements for a 3 bedroom residence (450 gallons per day minimum). It is important to note that the crib must be filled to 100% of its capacity in order to achieve this absorption rate. A later reading (7 hours into the recovery period) showed a significant decrease in the absorption rate (average of 15.2 gallons per hour) as the liquid level subsided. If you have any questions, please contact us at 337-6179. P.E., M.S. 6901 Debarr Road. Suite 2B' Anchorage, AK 99504 Ph: (907) 337-6179 • Fax: (907) 33S-3246 • Website: akwwc.com m ova7mm1r I=C P.O. Box 112m ABCBDBAcf, AN 99511.2Us /BORE 907.345.2112 TO - - — -- ----� Megun-- --- --- -� 12801 Hillside Dr. iAnchorage,AK 99516 I JOB INFORMATION Mite Kan 97-04-2287 12801 Hillside Dr. knchoragt,AK 99516 4Ptn Highlands 11 82 TAXI PAGE GRID I --i ---- �—! SUBDIVISION ILOT !BLOCK !ADDRESS F6 2840— —�i --- = — — rl: ,—r—r_ ,Aspen Highlands j 1 _r2 12801 Hillside Dr. ITEM I—I 1 DESCRIPTION PIPE REPAIR DIG UP AND REPAIR PIPE, NO GUARANTEE; NOT RESPONSIBLE FOR DAMAGE TO TREES, PLANTS, DRIVEWAY, MISCELLANEOUS COLLECTABLES. OWNER RESPONSIBLE FOR ANY SETTLING THAT WILL OCCUR. I I V ' Ga„/ I I ;All wort is complete) — PLEASE PAY FROM THIS INVOICE. INVOICE L DATE I INVOICE NO. j 4/22197 2287 0 ------------- I AMOUNT 1—ao.ao- Ace af 410" A�lm srr e�01 t't to �— - - 140.00 +5" `-.- -'102'vwo a INVOICE �+«� 1mv*lcaNO, 1285 „ eaeaf. xn. y� y �l U /` A su" •. // q L la n .r,,/ .u11�/� 1A OLD TOS . �Aw�+ •�+.� GJ � t��a �..� , %K. ooaaaa, � ITV, aTATa, ZIP it CITU, aTATa, ZIP X' .El rise/ i�To..u•� oaou wlo m /4�7�3 i;;�3.s- 16C 7 ZP 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 Location (site address or directions) Property owner /~o,"~ fA v Mailing address I ;~ ~C,'( Lending agency Mailing address Agent r~ol~r Day phone A"n c Ao r,~'~,,~x Day phone Address It o! ~ 7~~ /f.~,~,~ /~j-/~CAor~7~,' /z~b~ Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: ~ I~,~l /'y - AI,,~,¢ ?~l,.tr / Nen~;,, J~)o,~,Day phone TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: 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 r'~'/~/",/c,/¢ Address Engineer's signature D~SIGNATURE Approved for Phone Date ~THEODORE F. MOORE bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments By: 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 (Re~.1/91) Back MOA#21 ® Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: L I, 132 ASPFN H164LANDS Parcel I.D. A. Well Data Well type PRIVATE If A, B, or C, attach ADEC letter. ADEC water system number Log present (YAV) y Date completed 3hs-/74 Driller PENN JERSEY o R16NAIVI PEEMN[D 1916 Total depth iso' P. 45Z' Cased to 58r Casing height IS„ Sanitary seal (YM) Date of test Static water level Well flow Pump level9 FROM WELL LOG 31251-7y 70 1.5 SEPARATION DISTANCES FROM WELL TO: Wires properly protected (YM) Y AT INSPECTION A R 11 819 w c Ze 17wf SFS n r n ).P.M. LO O.P.M. C i' A o 00 � m 2 SeptiGholding tank on lot" 58' To (!.O.,.._; On adjacent lots > loo r Absorption field on lot 118 To C-0, ; On adjacent lots > too Public sewer main > roo' Public sewer manhole/cleanout 5 /00 Sewer service line 37I Petroleumtank NoNe oBSEC✓Eb �c No uwa rve r rey e e( F7/29 /( zl ethc o.F con i ��•�.fio., WATER SAMPLE RESULTS: Coliform OcoI /to Gr",,e Nitrate 1,2 mc, / ( Other bacteria O E27///aCy,y� Date of sample: 2 /Is Ng Collected by: _FIATToP TECH Svcs. B. SEPTIC/HOLDING TANK DATA Date installed J14I74 Tank size l 000 GAS Compartments Cleanouts (Y/N) `/ Foundation cleanout (YM) N Depression (YM) N High water alar (Y/N) N.A. Alarm tested (YM) N.A . Date of pumping S/18/4g Pumper I SAA C9 SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot SO' FRon C.O, On adjacent lots > /oo' Foundation 15' fAon C.O. To property line > 10' Absorption field -ro C.o . Water main/service line !::t To/ Surface water/drainage > 100 72-M CMI From CONTINUED ON BACK PAGE C. LIFT STATION CN. ,+.1 Date installed Manufacturer Size in gallons Manhole/Access (YIN) Vent (YM) 'Pump on' level at High water alarm levet Meets MOA electrical codes (YM) SEPARATION DISTANCE FROM LIFT STATION TO: 'Pump off' Level at Cycles tested Well on lot On adjacent lots Surface water D. ABSORPTION FIELD DATA II 21D F{WADRn Date installed (o11y17K Soil rating(GPD/Ft2) 0.71 6PD/FES Systemtype SErm6r P1r. Letgth .21 Width 17' Gravel thickness Io' Total depth 12' 6" Total absorption area 76o F{' Cleanout present (Y/N) i Depression over field (Y/N) Date of adequacy test 8'18 194 Results (passtfai) Pari for 4 Bedrooms Water level in absorption field before test 4b" After test 76 " Peroxide treatment (past 12 months) (Y/N) NONE 1500wfl If yes, give date 1y• A SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot 118' Ff-n CO . On adjacent lots > too Property line so FROM t:.o. To building foundation 8o' -Rom C-0, To existing or abandoned system on lot N -A . On adjacentlots > Ioo' Cutbank - N • A Water maintservice line / oo' Surface water > too ' Driveway, parking/vehicle storage area 2o' Curtaindrain NaNF' OESERVEA E. ENGINEERS CERTIFICATION I certify Mat 1 have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of flus inspection. Signature Engineers Name Ttile�o G Maort Date 2 y 09Y HAA Fee $ 300 zs" Date of Paymentf�9�1 Receipt Number �� 2-4 n-oze rt)- each or lot tr , ...-„Q� . 7HEODORE F. MOORE CE -35E9 Waiver Fee $ - Date of Payment Receipt Number I otmtv) Pick Mystrom. Mayor Municipality of Anchorage a Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 September 22, 1994 Theodore F. Moore, P.E. Flattop Technical Services 14530 Echo Street Anchorage, Alaska 99516 Subject: Waiver Request for: Lot 1, Blocky Aspen Highlands Subdivision Waiver Approval: #WR940051 Dear Mr. Moore, Your request for waiver of the required 100 foot Horizontal separation of a septic tank to a private well has been approved. The approved separation distance is 55 feet. This waiver approval applies to the existing septic system tank to well separation only. Any future upgrade to either will require all separation distances be met or another approval from this department. i cerely, caf1 q me� , P.E. Program Manager On-site Services. Ijm: #6 WR# WR940051 1 n MUNICIPALITY OF ANCHORAG.' Department of Health and Human Services On-site Services Section Waiver Review Worksheet PID# 017-013-33 HA#HA940420 Permit Date Received: 08/24/94 Legal Description: Lot 1, Blk 2, Aspen Highlands -)- Engineer: Engineer: Theodore F. Moore Applicant: Dorothy Gabaia Waiver Requested: Well to Tank Criteria: 1. Geology: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: 2. Special Conditions: 3. Other: Points: 3o 5,3 ,1 L 1Z Waiver is Granted: ✓ Waiver is NOT Granted: List Conditions or Reasons for above: SU"E IC 17)� 01-o, 60-tvi Rec #: Amount: $ Date Paid: ~:' .~,:~:~::~:~ :: :: ~'~ ...... . '"~.~:5.:(~.~.~'~¢~3:"/~ '~:'q:: >:~.~ > ':'.'. ",? :' ':' ':." ': :;:> :::;.~ '":'::' '~: ,... ' ~:~ ~:~;::~ :~5~¢';~.:;~> ,.,< ..... .,~:.::¢~' ~: .'~:::~ ,:...::< >">'"'":~:.~:~,"? >7.'. ,-: :::::.' Y.: ~,:.-~, :-" :?V .":.'., ":..' '~< '~':~:,,~.~ .~> ~ '". .... ~: ~ '~..::,:.':::~.,~ ' .:~::.',.- '"*~:~z~:~,.9. ,~:,~:,',.~ .... .......,/,.....,.~ ,., : ,- ::,.~,.,:.....?:.~e~.., ,. :. ~:~ ~:~ ~< ....... :.~:....:~v.~..'.,~.' ....... ',, .,.-.~:~.'.,' ~,>. ..... .... ........ ...~..',..,~.<',~:. ~..-., .~E~ ~:: · ~L~J::':~,~:.'~ : .'.~ . '~% .,~,' .~ ,~'". ' '~.,:-..'9' ....5.' ' · "" .-. ....... ~.~.~:~,: :':~ P TE CI C~ & EN~ON~NT~ EN~EER~ · ENERGY CONSERV~ON & ~yS~ T~ODORE F. MOORE, P.E. 14530 ECHO ST. SCptem~r 16, 1994 James Cross, P.E. M.O.A. Dep't. of Health and Human Services P.O. Box 19-6650 Anchorage, AK 99519 Dear Mr. Cross: RECEIVED SEP 1 6 1994 Municipality of Anchorage Dept, Health & Human Services Per your request we are applying for a waiver of the normally requked 100 foot separation distance between a private well and septic tank down to 55 feet for Lot 1, Block 2, Aspen Highlands S/D. A site plan, well log, and copies of other pertinent documents from DHHS files are enclosed. According to the driller's log the well was drilled in March of 1974 to a total depth of 350 feet. The log reports bedrock as beginning at 58 feet and the overlying soil between 10 and 34 feet as generally being a gravel/sand/clay mixture. On the date of our most recent test in August, 1994 the static water level in the well stood at 48 feet below the top of the casing. This 48 foot depth could be viewed as the water table, however any contamination entering the well casing would have to pass down through the soil to a depth of at least 58 feet. According to the as-built inspection report the septic tank is a 1000 gallon, single compartment, Greer steel tank which was apparently installed in the spring of 1974. The cleanout of the tank is 58 feet from the well, however this waiver request is for 55 feet to allow for possible underground projection of the tank somewhat closer to the well. The topography of the lot slopes gently downwards towards the west and southwest at between 5% and 10%. The ground elevation at the well casing is approximately 3 feet higher than at the septic tank standpipe, meaning that there is no possibility of effluent daylighting from the tank, should it fail, making its way to the vicinity of the well. Our analysis of the factors considered in DEC's separation distance waiver guidelines is as follows. (1) Water Table: The bottom of the septic tank is at a depth of 10 feet and the water table is at 48 feet, resulting in a vertical separation distance of 38 feet. (2) Soil Sorption: The soil between 10 feet and 48 feet below ground level fits most closely into DEC's category of"Clay and Sand Equal". (3) Permeability: The soil between 10' and 48' below ground level fits most closely into DEC's category of "Clayey Sand or Soil with a Perc Rate of 50 min./inch or higher. (4) Water Table Gradient: It is usually the case that subsurface water table gradients closely parallel the ground surface topography, which in this case slopes away from the water source at approximately +5%. (5) Horizontal Separation: The waiver request is for 55 feet. Mitigating features include the fact that the recent water samples showed no colifoiTn or other bacteria in the well and a relatively low nitrate level of 1.2 mg/1. Secondly, it should be recognized that prior to October of 1973 the required separation distance was only 50 feet, and the tank was installed in accordance with the separation distances specified on the permit. Please give me a call if you have any questions on this analysis. Sincerely, Ted Moore, P.E. RECEIVED Municipality of Anchorage Dept, Health & Human Services I0' U-(IL IT"( £gMT. ' Housff ~g_ TR~C¥ wA'/ LoT I~ I~LoC~ 2, ASPE~R FtI~HLANbS ~/E LL ANI~ '5 £P'TIC <oySTEFI E~ITE PLA~I 5CALE '. T)A T E .. ~qoTE: 'T'~t/S IS Not A ~v~VEyE'b FLAT. ALL LoCAt/O~ A~.E, APP~o)t [ ~ATE FLATTOP TECttNICAL CIVIl, & ENVIRONMI~NTA1, EN(ilNEI,;RIN(; - ENER(;Y (~ONSERVATION & ANALYSIS TItEODORE F. MOORE, P.E. 14530 ECHO ST. PH: (907) 345-1355 July 29, 1992 ANCHORA(;E, ALASKA 99516 John Smith M.O.A. DHHS P.O. Box 196650 Anchorage, AK 99519 RECEIVED JUL Dear Mr. Smith: Municipality of Anchorage f.)ept, Health & Human Services The purpose of this letter is to confirm our conversation today regarding the 57' well - septic tank separation distance on Lot 1, Block 2, Aspen Highlands S/D. The construction permit which was issued in August of 1973 stipulates that the minimum required distance between the well and the septic tank shall be 50 feet. The permit indicates that the anticipated completion date was August, but the actual installation date is not shown. In October of 1973 the required sepm'ation distance between a well and a septic tank increased to 100'. The as-built inspection report of the sewage disposal system, indicating the tank to be 57' from the well, was approved in June of 1974. It is my understanding from our conversation that since the system was apparently installed in good faith compliance with the permit and the separation distance was accurately reported m~d approved at the time, DHHS will not require a formal waiver process prior to issuance of a HAA certificate, so long as the original system continues to function adequately. Since the homeowner does not plan to sell her home until next summer, but wishes to minimize the chance of last minute surprises, I thought it worthwhile to get documentation of this understanding into the file for this lot. cc: Dorothy Gabaig Sincerely, Ted Moore, P.E. ?or ~r~ - 8,o 3o'-,-ho'