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HomeMy WebLinkAboutHERITAGE HEIGHTS LT 18Heritage Heights Lot 18 #015-361-42 e Municipality of Anchorage Development Services Department . Building Safety Division On-Site Water & Wastewater Program, 4700 South Bragaw St P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW040054 PID Number: 015--361--42 N°me:DENNIS GAUSTER Wastewater System: [] New · Upgrade Address: 5950 CHISANA WAY * ANCHORAGE, AK 99516 ABSORPTION FIELD No. of Bedrooms: Ph°ne:(907~ 346--4408 3 · Deep Trench [] Shallow Trench [] Bed []Mound •Other Soil Rating: To[al Depth fram original grade: LEGAL DESCRIPTION 1.0 GPO/S.. rt. 11 (MAX.) Block: Lot: Subdivision: Depth to pipe boEom fram original grade: Gravel depth beneath pipe: - 18 HERITAGE HEIGHTS 4.60 - 4.98 r~ 6 Township: Range: Section: Flil added above original grade: Gravel length: - - - SEE DWG. ~ 40 J Gravel width: Number of lines: IDle~ance between Iine~: WELL:[] New [] Upgrade 2.5 At. 1 Classification (Private, A,B,C): Total ~ Caaecl To: Total abeorpflon area: Pipe material: · . " Date Drilled: S[aflo Water Level: Irmtallen Date Inatalled: Casing Height Above Ground: TANK SEPARATION DISTANCES ·Septic []Holding [] S.T.E.P.~ []Other From~'~Septic AbsOrptiOn LiftTank Reid Station H°ldlng Public/Pdv~t' Manufacturer"Tank Sewer Un. ~~ capacity In gallons: Well 200'+ 200'+ -- -- N/A ~ Number of compartmente: Sa.ace Water 400'+ ~00'+ - - - LIFT STATION _ Pump Mo~I: IElectrical Inebectione performed by: Curtain Drain NONEi KNOWNi Remorks: *THE EXISTING 1000 GALLON CONCRETE BENCH MARK Location and DescrlpUon: SEPTIC TANK WAS EXCAVATED AND FOUND TO BE TOP OF CONCRETE ELECTRICAL PEDESTAL OF GOOD INEGRITY ON 4/16/2004. (NORTHEAST CORNER) Ameumed Elevation: 100.00 ENGINEER'S SEAL Inspections performed by: GEG, Ltd. Dates: 1st 4/16/2004 ~.Z.:..:..T~.~./..'.. .... 3rd 4/19/2004 )~ ...~;ff~~rn-ess}:'-'~ Development Services Depart,~. ,t Approval tl~% '...! ..-" Reviewed and approved by: z¢~ ~~ ~ Da[e: L/"~¢'0¥ -~t~;,"e¢,.' ........ PERMIT NUMBER: AS BUILT DRAWING PARCELID NUMBER: SW040054 - 015-361 -42 ' /~3 FOOT LOT /MNE WNVER ........................ C H ISANA WAY ~,~..o .~..~u~' ~-o .~/~~~.~ou~.- p .ox 4 / / ~o, ~o~ co.~. · ~. ~s~,,. : (;-' ~1, x ;~ ¥ /'- ~. I ~IN~D FLOW ~ CONCEDE SE~C T~K~ ~: '- DB~ ~ ~ t I ~ (INTEGR~ ~RIF~ED ..... ~ ~ ~ ON 4/16/200~)~ ~ DBLI~~ J DBL2 37.68 20.88 ~' '-' CO1 10.85 34.3 N~ D~NFIEm ' ' C02 43.92 40.00 J MT2 42.44 38.85 10' ~1~ ~EME~ 4/19/2004 ~ 0~ ~/~ ~ N~.- ...... ~;~.~ D~WN aY: GARNES5 ENGINEERING GROUR Ltd. NCH/JLM ~-' , 5701 E, TUDOR ROAD, SUITE i01 ' ANCHORAGE, AK 99507 ~ PHON~ (907)557-~179 ' FAX (907)558-5E&6 PREPPED FOR: PHONE NUMBER: PAGE NUMBER: DENNIS GAUSTEE (907) 346-4408 2 OF 3 ~ ~d,'".J. ~PE OF WORK: ~ Otessio~ AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE '~%%~ ~ ~"~: AS- BUILT DRAWING SW040054 O15-361 -42 MT CO ~FIN~ G~DE = ~[ ~:~:~ ~'NVER* Of PIPE ~BO~OM OF IRENOH = ~4.S8 (AVO.) RESTIVE E~AIION OF BOSOM OF 1~ HO~ 78.58 (mST HOrn an~ D~WN BY: NCH/JLU GARNESS ENGINEERING GROUP, Ltd. s~m DENNIS GAUSTER (907) 346-4408 3 OF 3 HERIIAGE HEIGHIS SUBDIVISION, LOI 18 ~E OF WORK: rofess~O AS-BUILT DRAWING Of SEPTIC SYSTEM UPGRADE MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Apr 13, 2004 Expiration Date: Apr 13, 2005 Permit Number: SW040054 Legal Description: ~II~I~!I~E =HEIG4~TSLT ~18.~ Design Engineer: 0041 AK Water & Wastewater Consultanl Owner Name: DENNIS GAUSTER Owner Address: 5950 CHISANA WAY ANCHORAGE , AK 99516-6437 Parcel ID: 015-361-42 Site Address: 005950 CHISANA WAY Lot Size: 19213 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] SepticTank [] Holding Tank E~] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: Date: Z)¢//3/04 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 wvvw.ci.anchorage.ak,us (907) 343-7904 ON-SITE SEWER/WELL PERIVlIT APPLICATION FOR A SINGLE FAHILY DWELLING Parcel I.D. 015-361-42 Property owner(s) Mailing address (1) Mailing address (2) Legal description (Lot, Block & Sub'd.) LOT Legal description (Section, Township & Range) Lot Size /'/Z 13 THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool DENNIS GAUSTER 5950 (;HISANA WAY Acre~ *ANCHORAGE AK, 18; HERITAGE N/A Number of Bedrooms Permit Number 5'[,~' O,'f ~)(~ .~' Day phone 546-4408 Zip Code HEIGHTS SUBDIVISION 99516 [] Well Only E~] E~ Water Storage [] Jacuzzi [] [] Water Softening Unit [] I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP~ Ltd. Permit Fees: ~ (, Date of Payment: Receipt Number: Waiver Fees: Date of Payment: Receipt Number: GARNESS ENGINEERING GROUE Ltd. CONSULTANTS & GENERAL CONTRACTORS April 9, 2004 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Septic System for Heritage Heights Subdivision; Lot 18 To whom it may concern: The proposed 3 bedroom house is served by a community well and private septic system. The existing septic system is surcharged and must be upgraded. One test hole was dug on the property. The drainfield will be designed around the 30 foot radius of the test hole. We are proposing that a new deep trench type drainfield be installed. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that due to the overall appearance of the soils, an application rate of 1.0 gallons/day/ft2 should be used. 2. TRENCH DESIGN: a. Percolation Rate: 5.0 minutes/inch b. Proposed Application Rate: 1.0 gallons/day/ft2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 450 ft2 f. Total Depth: 11 feet (max.) g. Effective Depth: 6 feet h. Width: 2.5 feet i. Reduction Factor: N/A j. Minimum Length: 40 feet long k. Effective absorption area = 480 ft2 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: garnessengineering.com 3. SURFACE WATERS: There are no surface waters within 100+ feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average topography in the area of the proposed drainfield is relatively flat. In short, there are no slope concerns. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. assistance. Sincerely, PreS~en If you have any questions, please contact us at 337-6179· Thank you for your NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, a soils log, and a 7 page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: garnessengineering.com I *ALL PROPETIES SHOWN ARE SERVED BY PUBLIC WATER I HERITAGE J J I HEIGHTS; IJ I LOT 14- HERITAGE HEIGHTS; HERITAGE HEIGHTS; HERITAGE HEIGHTS; I ~ I HERITAGE HEIGHTS; LOT 13 LOT '12 LOT 11 I J I LOT '10 ' I HI~GHIS; HERITAGE / I ' I "~1'~"~.~.~ / i i'~SEE DESIGN PAGE 2 OF 2) HERITAGE j J J ~ I I / .~ "x HEIGHTS; I I HERITAGE HEIGHTS; HERITAGE HEIGHTS; I Ir'~ (" LOT 16 [ LOT 24 LOT 25 J il (~ ~.~"--. / , / J , J i, HERITAGE HEIGHTS; \ ] ~,,.~ _] I ~ LOT 22 _l __2 ....... ~'~ _ ....... ~. 11 l t-- C sE.T C II HERITAGE J Jj HEIGHTS; J HERITAGE HEIGHTS; HERITAGE HEIGHTS; HERITAGE HEIGHTS; HERITAGE HEIGHTS; J L ......... -J I I I CRESTWOOD; LOT 8 CRESTWOOD; LOT 7 CRESTWOOD; LOT 6 CRESTWOOD; LOT 5 I I I I CRES3WOOD; LOT 4 1 I I I i I 4/8/2004 .,..-=,,,- OF DRAWN BY: ~ · ' .... " GARNESS ENGINEiERI'NG GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 1 1 00' t'1' '/" bTo~ ~. TU.~,'-o~ ~0~,~, SU~T~ ~0~ ' ~NC,0~. ~ 9~07 * ~HON~ (g07)~,~7-~7~ · FAX (907)~-~'~f{ PREPARED FOR PHONE NUMBER: PAGE NUMBER: ~.~../ l~,.~ ............... DENNIS GAUSTER (907) 346-4408 1 OF 2.V~..~_., ,. _ _?~; ~:'/~e~l'~;I~.'.'~'r'n';'.s."~ ~. HERITAGE HEIGHTS SUBDIVISION; LOT 18 '~ [[t~'"~'~ ' ...... ' ¢~' TYPE OF WORK: SITE PLAN FOR SEPTIC SYSTEM UPGRADE CHISANA WAY F APROXIMENT LOCATION # OF OLD SEEPAGE PIT // AND DRAINFIELD TO // BE USEB AS RESERVE /---K~ BOX // ~ 10' UTILIT~ EASEMENT /'~ ::.' // ~ EXISTING 1000 GALLON : ,'- :, ~ / ~. ~ / I | NS]ALL ~ CONCRETE SEPTIC TANK ~ [' '1 ~. INSPECT BAFFLES AND ': ~'~" ~ / / ~ I r,~LO~W~, x. REPLACE ~F NESSARY~, .: '-' "'4-. // i I ........ ~- ~ ]~'~ J__...--i-"INSTALL ~ , ~: '-- 'i -.~ ~ ~ I DOUBLE ~. ...-~: ~ _Y---~ ' 'CLEANOUTS ~'- '<"~.Wi ~ ' I 10' UTIIJ1Y EASEMENT ............. PROPOSED DRAINFIELD. EXCAVATE A TRENCH THAT IS 11 FEET DEEP MAXIMUM BY 2.5 4/o,/2oo~ ~ ©~- ~//'~}~ ,GAll'NESS ENGINEERING GROUP, Ltd. 570[ E. T'UDOR ROAD, SUiTECONSULTANTSI01' ANCHORAGE, & GENERALAi< c~9507" PHoNECONTRACTORS (907)557-6179 ~ FAX~'~'s~';a'~";~:=~:i:~;~x~==~"~""";~(907)558-5~O SC'a~-E: PREPARED FOR: PHONE NUMBER: PAGE NUMBER: LEG. DESCRIPTIoN:DENNIS GAUSTER (:907) 346-4408 2 OF 2 .,.,.,, s...,v,.,o., .o. ,.. TYPE OF WORK: DESIGN OF PROPOSED SEPTIC SYSTEM UPGRADE 3LIC HERITAGE HEIGHTS; LOT 14. HERITAGE LOT 13 HERITAGE LOT 12 HERITAGE HI LOT HERITAGE HEIGHTS; LOT 15 LOT 17 HEIGHTS; 19 HEIGHTS; LOT 16 HEIGHTS; :RITAGE HEIGHTS; LOT 21 LOT 1, HEIGHTS; LOT 2 '\ kOT 7 ARC._> ;RESTWOOD; LOT 6 HEIGHTS; CRLf//OOD; LOT HERITAGE HEIGHTS CRESTWOOD; LOT 4- ,5701 E. TUDOR ROAD, PREPARED FOR DENNIS LEGAL DESCRII HEIGH' PLAN ORAGE, AK 99507 ~ 'PHONE PHONE NUMBER: (907) 346-, SUBDIVISION; LOT 18 [907)5~8-32L, 6 DRAWN BY: A.J.G. SCALE: ~ LEGAL DESCRIPTION: PERFORMED FOR: FILL GARNESS ENGINEERING GROUP, Ltd. CON$~JLTANTO & GENERAl-CONTRACTORS ~ ~701 F... TUDOR ROAD, SUITE 101 * ANCHORAGE, AK. 99507 · PHONE: (907)337-8179 * FAX= (907),~.~,.-3246 * WE:BSi~E= ISOIL LOG - PERCOLATION TESTI HERITAGE HEIGHTS SUBDIVISION; LOT 18 DENNIS GAUSTER DATE: 4/6/2004 ORGANICS JTEST HOLE #1 I LOAM SOIL CLASSIFICATIONS SM TO GM LOOSE SOILS LOGGED BY: GP ML GH CL GC OL SW HH SP CH __ SM OH SC DEPTH TO GROUNDWATER DATE DRY 4/6/2004 DRY 4/8/2~004 TH#Ii I .LLL'_ .... 2, ........................... + .......... SITE PLaN I 1.'[71oo' I DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (HINUTES) READING (INCHES) 4/8/2004 1 11:30 - 6- _ 2 12:00 30 0 6" 5 12:00 - 6- _ 4 12:30 30 0 6" 5 12:30 - 6- _ 6 1:00 30 0 6" PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.0 FT. AND 5.5 FT. A FOUR HOUR PRESOAK WAS PERFORHED: · YES [] NO dODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN COMMENTS: PERFORMED BY GEG, Ltd. I, dEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:  , MUNICIPALITY OF ANCHORAGE ,~, '~ 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 IPH°NE ?,J I--~ NEW MAI LING A DDR ESS LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS ~ ~ Manufacturer~ ~ ~ Material ~o. of compartments Liq. capacity in gallons IF HOMEMADE: Inside length Width Liquid depth W~ Dwelling PERMIT NO. ~ Manufacturer ~ ~ ~ Material Liquid capacity in gallons = ~ Well ,~ ~, Foundation ~O Nearestlotline t PERMIT NO. DISTANCE TO: ~O ~ ~ ~ N°-°flines ~ ken"th°fe"chl'~ [ Totall.n~thofline~ Trench~t~inches Distancebet~eenl'nes ~ Q~ ~ Top of tile to finish grade ~ ~tt Material beneath tile ~ Ol~ inches Total effective absorption~area Length Width Depth PERMIT NO. ~ ~ Type of crib C~diameter Crib depth Total effective absorption area ~ DISTANCE TO: Well Building foundation Nearest lot line ~ s~ ~0 Depth Driller Distance to lot line PERMIT NO. ~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS SOl L TEST RATING ~ REMARKS ' AP ~ DATE LEGAL i:::i ",: !:::i Z[ !... !:::! !~i: L ¢:!i; "i" 0 i; I',! :;il; !..! F:;: E ;:::' {:;;: 0 i:::' E F;;: ;!; ?',i ;;!!: 'T' !:::~! .. L. !:::i"!" ;!; !3 N. Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME' Z_ SEPTIC TANK: DISTANCE /~ d"~' · A~,~~ ~ NUMBEROF FROM WELL(~;~>/~/>/ MANUFACTURER~/'~;~.$.~, (:t~.~ MATERI "~'~ ~/L,~ COMPARTMENTS INSIDE LENGTH INSIDE WIDTH ~ LIQUID DEPTH .LIQUID CAPACITY ~ (~' GALLONS. SEEPAGE PIT: NUMBER OF PITS i DIAMETER LINING MATERIAL~LL~L,'~'~O CRIB SIZE: BUILDING FOUNDATION2 '~,.t , NEAREST LOT LINE OR WIDTH]~, DIAMETER ADDITIONAL ABSORPTION LENGTH__ DEPTH ) DEPTH ~.2, t DISTANCE FROM: WELL TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ~'~'J( SQ. FT. WELL: BUILDING FOUNDATION __ , CESSPO0 L APPROVED CONSTRUCTION NEAREST LOT LINE OTHER SOURCES DISAPPROVED NEAREST SEWER LINE DEPTH DISTANCE FROM: SEPTIC SEEPAGE , TANK , SYSTEM REMARKS DISTANCES: DIAGRAM OF SYSTEM INSTALLED BY: ~--~ ~ L-~-...~ PiPe MATE RIALC 0-/~-~-- Form No. EQ-031 ~ ~ EL) t .A.B. ~ c L ~}-t. "?~ ch---- U~ Great'Er ANChOrage Area BOrOUgh DEPARTMENT O~' ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. INSTALLATION OF: SEPTIC TANK SEEPAGE PIT / I' DRAIN FIELD TYPE AND SIZE OF FACILITY TO BE SERVED ~ FINANCED THROUGH TO BE INSTALLE~ PHONE OTHER SOIL TEST RESULTS NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FinaL INSPECTION BY THE DE?ARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPtiC TaNK SIZE /~ c; c ~.G_~.~-~/~; Type MINIMUM DISTANCES, REQUIREMENTs FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT Z SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK ~ SEEPAGE PIT TO NEAREST LOT Line. WELL TO SEPTIC TANK C-f&~.~. DRAIN FIELD WATER MAIN tO SEPTIC TANK DRAIN fIELD SEPTIC TANK, //~j / , SEEPAGE PIT SEEPAGE AREA SIZE , DRAIN FIELD /~,' , DRAIN FIELD , SEEPAGE PIT ALSO cONSIDER AREA WELLS. / , SEEPAGE Pit TO RIVER, LAKE, STREAM. DRAIN FIELD 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. CONFORM TO BOROUGH REGULATIONS REGARDING IN~LLATION. OR LICENSED DESIGNER 'x'/ff / (- 'c TYPE L ,- '(~ DIAGRAM OF SYSTEM I CERTIFY THAT i AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-6~ ' AND THAT THE ABOVE DESCRII~E~; SYSTEM IS I N ACCORDANCE WITH SAID CODE. FORM NO. EQ-Ot 6 ATER ANCHQRAGE AREA B DEPARTMEItT OF ENVIRONMENT4, L QUALITY CASE # 3500 TUDOR ROAD ~ AN'CHORAGE, ALASKA 99502 Performed For ~(~ ~',~*.~$ Date Performed ~0/?~ Legal Description' Lot /~B]ock~Subd~v~s on ..... ~r~~/7~/~>~-s This Form Re~orts Soils Lo~ ~ Perco!a~ion Test ..... [leDth Feet Soil Characteristics 5-- 6__ 7__ 8__ 9 10, Was Ground Water Encountered? I? Yes, At what Depth? Reading Date I Gross Time Net Time Depth to H20 Net Drop Percolation Rate Hinute Proposed Installation° Seenaqe Pit Drain Field Demth of Inlet DeDth To Bottom Of Pit Or Trench Test Performed By /~~,. Data Certified By Date GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" Street ANCHORAGE, ALASKA 99503 Case Performed For ~ % }]{ '~~Owcs Dated Performed ~- ~!-~'~ Legal Description: Lot ~ Block ~ Subdivision ~e~~ ~e~t~-~, This Form Reports Soils Log ~ Percolation Test - Soil Test Must Be Logged To 4' Below Proposed Seepage System - Depth Feet Soil Characteristics 3-- 4-- 5-- 6-- 8-- 9-- 10-- __ ll-- 12-- 13-- 14-- Was Ground Water Encountered? If Yes, At What Depth? Reading Date Gross Time Net Time Depth to H20 Net Drop 'Percolation Rate Minute ':" Proposed Installation: Seepage Pit Drain Field Depth of Inlet Depth to Bottom of Pit Or Trench' ..... ' COMMENTS: /'~9~ /~// ~e(/~--~o-~- ~ Test Performed BY__ Date Certified BY: Date: Rick Mystrom, Mayor 'Department of Health and Human Services $25 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 April 23, 1996 Robert C. Cowan, P.E. S & S Engineering 17034 Eagle River Loop Road Suite 204 Eagle River, Alaska 99577 Subject: Waiver Request for Lot 18 Heritage Heights Subdivision Waiver Request #WR960013, PID #015-361-42, HA# HA960122 Dear Mr. Cowan: The request for a waiver of the required 10 foot separation between the on-site wastewater disposal field and the north property line on the reference property has been approved. The waived distance is 2 feet. This approval applies to the existing on-site wastewater disposal field and north property line only. Any future upgrade to the on-site wastewater disposal system will require all separations be met or another approval from this department. If there are any questions, please call our office at 343-4744. incerely, .~ ., ~-;Civil Engineer On-site Services JPW/ljm: Taylor/waiver WR9 WR960013 Date Received: April 5, 1996 Legal Description: Lot 18 Heritage Heights Engineer: Rober C. Cowan, P.E., S & S Engineering OMUNICIPALITY OF ANCHORAG~ Department of Health and Human Services On-site Services Section Waiver Review Worksheet PID~ 015-361-42 HA9 HA960!22 Permit 17034 Eagle River Loop Road, Suite 204, E.R. 99577 Applicant: Darrell Taylor ****** Waiver Requested: LOt line waiver of 2 feet - leachfield to'property line Criteria: 1. Geology: Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: 2. Special Conditions: 3. Other: Waiver is Granted: List Conditions or Reasons for above: ~ ~O~W~ Date: By: ~~ ****** ~ of Reviewer Waiver is NOT Granted: Rec %: #10753/6886 Amount: $ 115.00 Date Paid: 4-/~r-96 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 CERTIFICATE FOR A Parcel I.D. 0i 5-561-42 1. GENERAL INFORMATION Complete legal descril~tioh LO~ Location (site address or directions) OF HEALTH AUTHORITY APPROVAL SINGLE FAMILY DWELLING HAA# 0 L/- Expiration Date: 18; HERIi~AGE HiL-iGHTs SUBDIVISION 5~50 cHI~ANA WAy * ANCHORAGE, AK 99516 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address DENNIS GAuSTER 5950 CHiSANA WAY * ANCHORAGE, AK Day phOne 346-4408 99516 Day phone Day phone Un/ess otherwise requdsted, HAA will be held by DSD for Pickup. 2. NUMBER OF BEDROOMS: 5 3. TyPE OF WATER SUPPLY: TYPE bF WASTEWATER DISPOSAL: Individual Well r-~ Individual On-site · Individual Water Storage D Individual Holding tank Community Class A Well · Community On-site r-] 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 4 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 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 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 on-site water supply and/or wastewater disposal system is(are) 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(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. Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. 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 bene§t 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, DSD SIGNATURE Approved for ~ bedrooms. Disapproved. Conditional approval for bedrooms, with the fllowing stipulations: Attachments: HAA Checklist Septic System Advisory Well Flow Advisory Manitenance Agreements Supplemental Engineer's Reort Other By: (Rev. 12/01) Original Certificate Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: LOT 18; HERITAGE HEIGHTS SUBDIVISION Parcel ID: 015-361-42 WELL DATA Well type PUBLIC WATER If A, B, or C provide PWSlD# __ Well_.L~ Date completed Sanitan/__~ To_~,aLdef~ .ft. Cased to __ ft. Wires properly protected (Y/N) Casing height (above ground) in. FROM WELL LOG Date of test /,,,"'"' Static water level / ft. Well production / g.p.m. WATER SAMPLE RESULTS: AT INSPECTION J g.p.m. Coliform - colonies/100 mi. Nitrate - mg./L. Other bacteria - colonies/100 mi. Arsenic: - mg./L. Date of sample: - Collected by: SEPTIC/HOLDING TANK DATA Tank Type/Material CONCRETE Tank size 1000 gal. Numberof Compartments 1 Foundation cleanout (Y/N) YES Depression over tank (Y/N) ~ Date of pumping 3/18/2004 Pumper. NO *INTEGRITY VERIFIED ON 4/16/2004. Date installed '10/1/197,3 Cleanouts (Y/N) YES High water alarm (Y/N) N/A McDONALD's PUMPING ABSORPTION FIELD DATA I'BELOW nNAL CRADEI · ,16-19,2004,/ ~5/~~ 11(~(~/ DEEP TRENCH/ Date installed40 ?/29/1978 Soil rating System type DEEP TRENCH s/ 3 ft. Gravel below pipe 6 ,ft. Length 51 ft. Width 480/ YES/ NO/ '11.5-1 2.6/ Total depth 12 .ft. Eft. absorption area 612 ft2 Monitoring tube YES Depression over field NO Date of adequacy test NEW Results(Pass/Fail) - For 3 bedrooms Fluid depth in absorption field before test - in. Water added Elapsed Time: - min. Final fluid depth - in. Any rejuvenation treatment (past 12 mo.) (YIN & type) - - gal. New depth - in. Absorption rate >= - g.p.d. If yes, give date - D. LIFT STATION Eo Date installed "Pump on" level at__ SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Size in gallons ~ in. ~ High water alarm level at Cycles tested Meets alarm & circuit requirements? PUBLIC WATER in. Septic tank/lift station on lot On adjacent lots Absorption field on lot Public sewer main ~ Public sewer manhole/cleanout ~ Holding tank SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service ine 10'+ Surface water 100'+ Wells on adjacent lots 200'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LoT TO: Property line '5'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 200'+ F. COMMENTS *LOT LINE WAIVER REQUESTED G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Engineer's Printed Hame Date JEFFREY A. GARNESS HAA Fee $ ~ Date of Payment Receipt Number (Rev. 1~01) Waiver Fee $ ~ Date of Payment Receipt Number CHi SANA WA.Y S 89757'a0''~-::: 144,88: '/> N 89?57 _PO W :44,88 NHTEh ~BONgARY O,¢:' LOT DETERN~NED D'f CDMPUT:NG PBS:T~DNS FRBH THE SUbDiViSiON SOUNDaRY R~TRACEHENT~ WHICH APPEARS 'TS HAW A CDNFL~CT ~F' &PPRDX, 0.7' IN AN E&ST...,g~EST ~N REL..~T~ON TD THE RECDRD PLAT, PRDPERTY CDRNERS AREE PROPORTIONED ACCORDINGLY, ~ASE~NTS OF R~CORD, OTHER THAN THOSE SHOWN ON THE REDORDED ~T, A~ NOT SHOWN HER~ON,(uNL~sS THE V:~:~L,.E :MPRDVEHENTS S:TL~ATED THE'~EE~N ¢ ENCREbACH~ENTS :LX~ST gT?iEi:~ T/.~AN _uO4 ....... ~4DL. T LAN:} SURV!EY~N(S S3i8, F'Bilt...48 TEL, 345-5513 AWWLI ~NGIN~ING 001 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 1. GENERAL INFORMATION Complete legal description Lot 18; Heritage, Heights Location (site address or directions) 5950 Chisana Way Anchorage, AK Property owner Mailing address Lending agency Mailing address Agent Address 'Darrell Taylor 5950 C~sana Way Anchoraqe, Day phone AK 99516 561-4035 Day phone Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: 3 TYPE OF WATER SUPPLY: Individual well Community well Public water XXX NOTE: MUNICIPALITY OF ANCHO~^e~ ENVIRONMENTAL ,SERVICES DiVI.BIQ~I RECEIVED If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: XXX 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. $ & $ ENGINEERING Name of Firm Address Engineer's signature 17034 Eagle River Loop Road No, 204 Eagle River, Alaska 99577 Phone o DHHS SIGNATURE Approved for ~'~ Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Additional Comments By: E,!~\;C'L I' ~d,w~./ .,:n'v'7... Date '1 he 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. 1191) Back MOA #21 Municipality of Anchorage t~UN~OP^UT¥ OF ANCH~k DEPARTMENT OF HEALTH & HUMAN SERVICF_~iRONt~NT~LSERV~c Environmental Services Division E~j~ 825"L" Street, Room 502 · Anchorage, Alaska 99501· (907) 343-4744~p~ 0 5 i99bn,a-lL Health Authority Approval Checklist RECEIVED Legal Description: LO 'V ~ ff /4 ~,¢t T ~¢{ ~6r5 Parcel I.D.: O I ~' - -3' g A. WELLDATA i~'{4- P',~i~ct c. Well type. Log present (Y/N) Total depth Sanitary. seal (Y/N) Date of test Static water level Well productio~ J ~q¢~i fT~or~ ~TS: D0~of smnple: ~~/HOLDING TANK DATA B. Date installed /0//;l 2j t/3 3 Foundati6n cleknout (~/N) Date of Pumping 6 [ 7 / al S ABSORPTION F1ELD DATA Date installed o[ / 9. q / 7 g Length ~ J Width If A, B, or C, attach ADEC letter. ADEC water system number Date completed FROM~ AT INSPECTION g.p.m, g.p.m. Nitrate Other bacteria Collected by: Tank size 1 o o ~ Number of Compartments t. Cleanouts ~ ¥ ~-) ¥ 'g $ Depression (Y/~ ~ 0 High water alarm (Y/~ /-, O Pumper Soil rating (g.p.d./ft2 or~ lo 0 System type I / ~ Gravel thickness below pipe Effective absorption area Date of adequacy test Monitoring Tube present(~/N) ¥ 1;5 Depression over field (Y/~ /u O Fluid depth in'absorption field before test (in.); Fluid depth 3f $" (ins.) Minutes later: Results (Pass/Fail) ? & ~ 5 For 3 beCrgo~s~, g I~e~ately ~er~E g~. water added (in.): 3 ~ * ~ ~+ Abso~ti~n rate = ~ · 7 g.p.d. Peroxide treatment (past 12 months) (Y/N) ~o~t- g~ o t~,~¢ If yes, give date D. LIFF STATION Date installed Size in gallons Manhole/Access (Y/N) "Pump on" leve~at-*---~ High water alan'n level at* ~~~~*Datum Cyc~ "Pump oft" level at* E. SEPARATION DISTANCES · On a~ ~~~: On adjacent lots Public sewer manhole/cleanout ;tOO 4- SEPARATION DISTANCES FROM WELL ON LOT TO: ~holding tank on lot Absorption field on lot Public sewer main Se~ Lift station FROM s]'S'?.~I-IOLDING TANK ON LOT TO: SEPARATION DISTANCES ! Building foundation ! o 9-- Property line '! 0 4- Absorption field Water main/service line Surface water/drainage. ! o o Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Building foundation I 0 Water main/service line I O ( Surface water t 0 0 'h' Driveway. parking/vehicle storage area :Curtain drain too ~,t~ ~.~o,~ ~ Wells on adjacent lots ~-oo '~ Property line F. ENGINEER'S CERTIFICATION ~ £~.. Icertify that Ihave determined thrufield inspectionsandreview ofMunicipalrecords t~~~t~]~Kare in conformance with MOa 14MA~uideli~es in effect on this date. ~--~ ~-.J""~ .......... Engineer's Name J~ 0 ~t,~ z- C G ~a,,U ~~.~~ ,a,o,'a m.nt 'at, of?aym,nt __ a Receipt Number Rev. 8/95 OSS: haa.wk.doc Receipt Number Rick Mystrom, Mayor MunicipaliD of Anchorage Department of Health and Human Services 625 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 April 23, 1996 Robert C. Cowan, P.E. S & S Engineering 17034 Eagle River Loop Road Suite 204 Eagle River, Alaska 99577 Subject: Waiver Request for Lot 18 Heritage Heights Subdivision Waiver Request #WR960013, PID #015-361-42, HA# HA960122 De~Mr. Cowan: The request for a waiver of the required 10 foot separation between the on-site wastewater disposal field and the north property line on the reference property has been approved. The waived distance is 2 feet. This approval applies to the existing on-site wastewater disposal field and north property line only. Any future upgrade to the on-site wastewater disposal system will require all separations be met or another approval from this department. If there are any questions, please call our office at 343-4744.  ~incerely, lO , l, ~lames P. Williams xJCivil Engineer On-site Services JPW/ljm: Taylor/waiver ROBERT C. COWAN, RE. ROBERTA. SHAFER, RE. HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL ~NSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTEWATER DISPOSAL SYSTEM DESIGN April 4, 1996 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Lot 18; Heritage Heights 5950 Chisana Way Request you issue a Health Authority Approval on the referenced property and grant a waiver for the horizontal separation distance between the leachfieldvand the property line at 2 feet(~0,~¢ We do not anticipate any adverse effect on the adjacent properties. The property line is adjacent to Chisana Way. If you require additional information, please contact us. Sincerely, Robert C. Cowan, P.E. RCC/gk 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577 .. APPLIC~T FILLS OUT UPPER HAL~igNLY Phone 13ffOperty Owl~er ~ ~a~ Mailing Address 1270 2~ ~.S. ~ ~q. 9730~ zip Code 503--399--905[ Buyer ~11 ~ ~ ~ ' Address 2516 ~1~ ~ ~~ ~. Zip Code Phone Lending Institution ~ ~io ~~ Address ~ ~ 420 ~"eh. ~. Zi. Code 99510 276--3~10 Phone Address 320~ C S~ ~. ~. Zi~ Code 99503 277--~553 Legal Description ~ Street Locati~ ~950 ~{~ Type of Resi~nce  Single Family Multipl~ Family ~o. of Bodroo~ ~ ~ Othor Water Supply ~ Individual A~ACH WELL LOG. A w~l log is required for all wells drilled since June 1975, Community For wells drilled prior to that date, give well depth (attach log if available), Public Utility Sewer Disposal  dividual ' Year Individual Installed:~ Public Utility When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED, Time Time Time Time / Date Date Date Date /'~ Inspector Inspector Inspector Inspector Fie~_~ C:~ .L,J'"~ ~ - q,~,, ~)~ " MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH &  FNVIRONMFNTAL PROTECTION JUL 2 8 'l~.~ RECEIVED (~ I APPROVED BEDROOMS 'COND~T,ONS OF APPROV^L ( )DISAPPROVED ( ) COND,T,ONAL APPROVAL' DATE~-~ BY: Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received ~. ~'.- ~ ~ We, to Tank Sep.c T~nk Size / O~ 72-023 (3182) ALASKA eI Ronm FITAL CONTROL IFIC. I~nclineerinq 8 I~nuironmentaJ Studies JACK WHITE CCt4PANY/A~ 3201 C. STREET ANCHORAGE AK 99503 GRBG SEAMAN AUGUST 2 1983 MUNICIPALITY OF ANCHORAGE DEP]'. OF H~,",,L~'H & ENVIRONMENTAL PRO FECTION AUG 8 gECEI._VED SRT,T,k":R - MARK ROUCH BUYER-TAYLOR SUBDMSION-HERITAGE HEIGHTS BLOCK-0 LOT-18 ADEQUACY TEST FOR S~TER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A PIT WITH AN AREA OF 384 SQFT. THE SYST~I IS CAPABLE OF ACCEPTING 600 GAT,TONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 600 GAT,TONS. BA~D UPON THE TEST DATA THE SYSTSM IS ACCEPTABLE FOR A 3 BEDROOM HCME. SEPTIC TANK ADEQUACY THE E~ISTING SEPTIC TANK VOLU~E OF THIS 3 BEDROOM HOUSE. ,1000 IS ADBQUATE FOR 1200 UJcst 33rd/~uenu¢, Suite [~., Anchora§e, Alaska 99503 ', (907) 276-1361 9'95 The a~equaoy test on the on-sita se~er absorption (1) Addi~i.on of leach 1Jme 8~a~tin~ ten.(lO) ~eet from ~oll~n~ diaensions. b. ~th - fifty(S0) f~t fo~ ~ee(3) ~. ~~ - ~y-f~(~) f~ for a ~(~) ~ (2) ~ u~rade ~tt Is ~tred ~r~ ~ls de~~t a ~ot of $20.00 prior ~ ~e ~Vat~q. The ut~3ra~e nuot be c~let~ t~' SeF~ember 30f 1978. Pumpinq my be requlze~ ~n ~he inter/re. there are any further questions, please contact this o~ice at 264-4720. Slnoerelyf LeS Senior ~nvironnentei Specialist U~i~d Bank Alaska llowtgage Loan Section 645 G St~et 99501 Nancy Russell Nova Real go, ate 2207 Spene~. Road 99503 July 25, 1978 Dennis Evers 5950 Chrisana Way Anchorage, Al&ska SubJect~ Lot 18' Heritage Heights Subdivision Temporary approval based on money being escrowed for the follOWing ~ {1) Locate the standpipe to the septic tank and seepage pit. (2) P~ise the cleanout to the tank and pit twelve(IR) inches above ~he ground level. Four (4) inch cast iron cleanouts are require~. (3) Have a percolation test on the sewer system; R & M ~ng~leering, 279-0483j or J.MoL. E~ginaer~g~ 276-4113. UpTr~de the ~tem in the event the adequacy test fails. All items must be co~pleted by August 30, 1978o 'If 'there are any questl0nsw Please contact this office at 264-4720. Sincerely, Robert C. Pratt, R.S. S~it~ian ~CP/lj h R~:M r'nNSULTANT$, INC. 5024 CORDOVA · BOX 6087 · ANCHORAGE, ALASKA 99502 · PH. 907 279-0483 · TLX. 090-25360 August 28, 1978 R&M No. 851583 Nova Real Estate 2207 Spenard Road Anchorage, Alaska 99503 Attention: Nancy Russell; Dennis Euers Property Re: Adequacy Test on Existing Sanitary Sewer System; Lot 18, Heritage Heights Subdivision, Anchorage, Alaska Dear Mso Russell: Per your request of August 18, 1978, we conducted a test of the sanitary sewer system on the above described property. The septic txqD_gk w~,ppmp_~d prior to the performance of the test on the see- page pit. During the test the liquid level in the seepage pit was measured before and after the addition of 100 gallons of water~ The total depth of the crib was 11o3 feet~ All liquid levels were measured below the top of the standpipe and are shown in the following table: Initial Water Second 24 hour Total Reading Added Reading Reading Drop (gallons) 5.0' 100 4.0' 5.6' 1o6' The meter used during the test was a Neptune 1~" standard water meter which had previously been calibrated by R&MConsultants, Inc. The water level rose 12 inches with the addition of 100 gallons of water, indicating a capacity of 8°4 gallons per inch° Twenty-four hours later the liquid level was again measured and found to be 5°6 feet° It had dropped 1o6 feet or 19o2 inches. This indicates an average effluent acceptance rate of 161 gallons per day for the surrounding soils° If the 3 bedroom residence on the property is to house 6 people, the average load on the system can be expected to be 450 gallons per day° We can therefore conclude that the system is n0l_d.,j~?~sin~= of effluent at an adequate rate for a 3 bedroom residence° ANCHORAGE FAIRBANKS JUNEAU VALDEZ WASILLA 'August 28, 1978 · Nova Real Estate Page -2= We appreciate this opportunity to be of service to you. Please contact us if you have any questions regarding this letter or if we can be of additional service to you~ Very truly yours, R&M CONSULTANTS, INC. Lynne Kosikowski Staff Geologist Gary A~ Smith Project Manager GS:LK/kky/12-G 'Municipality of Anchorage POUC -650 ANCHORAGE, ALASKA 99502 (907) 264-4111 GEORGE M. SULLIVAN. MA YOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION (825 "L" Street) August 30, 1978 Dennis Evers 5950 Chrisana Way Anchorage, Alaska 995 Subject: Lot 18 Heritage Heights Subdivision The adequacy test on the on-site sewer absorption system failed. An upgrade consisting of the following is required: (1) Addition of leach line starting ten(10) feet from existing seepage pit rings consisting of the following dimensions. ao Total depth - ten(10) feet b. Length - fifty(50) feet for three(3) bedroom Length - thirty-four(34) feet for a two(2) bedroom c. Gravel depth backfill - six(6) feet d. Perforated pipe entire length. (2) An upgrade permit is required from this departmentat a cost of $20.00 prior to the excavating. The upgrade must be completed by September 30, 1978. Pumping may be required in the interim. If there are any further questions, please contact this office at 264-4720. Sincerely, ~~. Buchh R S Senior Environmental Specia±ls~ LNB/ljw CC' United Bank Alaska Mortgage Loan Section 645 G Street 99501 Nancy Russell Nova Real Estate 2207 Spenard Road 99503 MUNICIPALITY OF ANCHORAGE , r '  DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL ENGINEERING DIVISION ~ .... Telephone 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 /~ PHO E ~ MAI LING ADDRESS-- -- ~ - PROPERTY RESIDENT (If different from above) ~ I ' ~ ~ PHONE MAI LING ADDR ESS 3. LENDI.~ INSTITUTI.N ~ ' 7~; 4. ~ALTOR/AGE~ ' S'I=R E ET LOCATION - TYPE OF RESIDENCE NUMBER OF BEDROOMS ~..,~ SINGLE FAMILY ~OneTwo [] i--i Four Five MULTIPLE FAMILY Three [] Six [] Other 7. WATER SUPPLY [] INDIVIDUAL* [] COMMUNITY  PUBLIC UTI LITY 8. SEWAGE DISPOSAL SYSTEM INDIVIDUAL/ON-SITE** 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.) **If individual/on-site, give installation date If system is over two (2) years old an adequacy test is required by this Department. 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 INSPECTION APPOINTMENTS TIME 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 UTILITY Connection Verified 3. SEWAGE DISPOSAL SYSTEM [] IN DI V l DUAL/ON -SITE I--I PUBLIC UTILITY Connection Verified []Septic Tank or [] Holding Tank Size: t ~:X::~ If Tank is homemade give dimensions: TYPE TOTAL ABSORPTION AREA 4. DISTANCES WELL TO:O..~ Absorption Area to nearest Lot Line PERMIT NUMBER DEPTH OF WELL DATE DRI L.LED LOG RECEIVED PERMIT NUMBER DATE INSTALLED INSTALLER SOl LS RATING MAN U FACT~.~ ER MATERIAL Nearest Lot Line 5. COMMENTS [~PROVED FOR ,~ BEDROOMS ~NDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROV~ ~.~:~,,,~ ~C LEGAL DESCRIPTION 72-010 (Rev. 3/78) MUNICIPALITY OF ANCHORAGE  DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ' ' 825 L Street - Anchorage, Alaska 99501 ,, .. ENVIRONMENTAL ENGINEERING DIVISION Telephone 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. PR,~ERTYOWNER ~L /'~ I~ ~ - f ~"/ fi- /~ ~ ~ J PHONE MAILING D ESS---- PROPER~rRESlDENT(~d~feren~r°~ab°~e) '-- )~.1 I./ ~ ' ~ .L~I PHONE i2. BUYE~ J _ / J t/ ~/ ~ ~ PHONE AIL G ADDRE~ 3. LENDING I~ST~TUTION[. , J ~ ~ ~. ' ~ / ~ ~ I PHONE MAILING A~RESS ~ ,j RESIDENCE MBE j [] One [] FouCJ [] Other SINGLE FAMI LY [] Two [] Five MULTIPLE FAMILY J~ Three [] Six 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 INDIVIDUAL/ON-SITE** [] PUBLIC UTILITY **If individual/on-site, give installation date ~JCVJ4/¢¢, [.~¢~q If system is over two (2) years old an adequa(~Jtest is required by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72..010(3/78) MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION RECEIVED