HomeMy WebLinkAboutGRANITE VIEW #1 BLK 5 LT 6 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmenlal Health Division O / '~ -- 30 / -' / / 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELl. INSPECTION REPORT A.H.. F.C. Add¢osS p.o. Box Io~o:zo ANCH 5(o2 - 12 22. 90 02 tS' LEGAL DESCRIPTION Tl':z N R3w', EEC fl TANKS ~ SEPTIC ~ HOLDING Manulactuter {~*1,5' F~/'x /' , ~/,¢apac~ty ul gallons TYPE OF SYSTEM FRO~ ~ DISTANCES I-Im.b,TAN K ""A't~§P TI 0 N WELL WELL N, ~. LOT LINE I t ~,/}-. ~' ~ FOUNDATION AS-BUILT DIAGRAM ISho','e iocahon ol well sepdc system propolty hne$. Ioundal~on, ~jj TRENCH ~i BED L7 W. DRAIN L~ OTHER 'U~-hib%;b%%;oitom I;om -- ......... l oral depth from or,gmal grade F f FT SO FT Nulnbe, ol hr~;7 .... ll~°"h""';~ SO--Fg P,pe matonal installer ~ ~0~ ~ J ~ ~l~ Date InslTled J SABELLE Co~ST. JO 10/90 FT FT FI F'r PRIVATE [] OTHER {Identifv) FI REtClARKS: Scale: Inspections Pedolmed by FL hTToe m~Cfl. Dale . . [LI ~. ] · lo/~ 19o Flattop Technical Services 14530 Echo Street Anchorage, Aiaskcr 99519 Lot 6, Block 5, Granite View S/D - Addition 2704 North Circle Holding Tank Specifications 1. The scope of the proiect is the installation o 3000~. lion holding tank at the location shown on the site plan. A soil absorption s~ et~m is not, practical on this lot due to the fact that it is subject to seasonal flooding during breakup. 2, All material specifications and construction practices shall be in conformance with M.O.A require ments, 3. The holding tank shall be fabricated of 3/16" steel with bituminous coating inside and out, and shall be equipped with a watertight manhole cover and separate 4",diameter access pipes for pumping and alarm float installation. 4. The holding tank shall be set level and buried such that the top of the tank is between 5 and 6 feet. below the final ground surface. The finished surface shall be graded to ensure surface drainage flows away from the holding tank, The waste line leading into the holding tank shall be connected in at the existing foundation cleanout. 5, An approved alarm float shall be installed in the holding tank and set to trigger an audible and visible alarm mounted inside the building when ,the remaining capacity inside the tank is 500 gallons or less. 6. The existing septic tank shall be pumped and either filled with soil or crushed and buried on site. The existing trench shall be abandoned with the monitor tube removed. 7. One inspection will be required during construction after the tank is set and the alarm box mounted with the float properly adjusted for elevation, but prior to backfill over the tank. pubLiC. SEWER \ ® UNDEVELOPED LAND Hous~ 3A 5 'x LOT G, G RAN ITE VIEW HOLDING ]"A N K S~TE BLOCK ~ 5/D ADD N. ~ l IN s-fA LL A-r lo N PLAN ,S'CALE: I"= 50~ DATE' 7/c~o DWN Bh': ~ NOTE: THIS IS NOT A SURVEYED PLAT ALL LOCATioNS /IRE APPRoXIM~T Page No. of Pages PROPOSAL SUBMITTED TO STREET ISAACS PUMPING SERVICE (Norm Tibbetts, Owner) 6218 Quinhagak Street ANCHORAGE, ALASKA 99507 (907) 563-3300 PHONE JOB NAME CITY, STATE AND ZIP CODE JOB lOCATION ARCHITECT DATE OF PLANS ]JOB PHONE We hereby submit specifications and estimates for: MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION QQ ,tUI. g 6 RECEIVED ]J~8 ~'Opgt'ie hereby to furnish material and labor complete in accordance with above specifications, for the sum of: Payment to be made as follows: dollars ($ ). mai]nor according to standard practices. Any ~lteration or deviation from above specilica- Signatur~~ ~ ] No"t~rhis proposal may be ~ wRhdrawn by us it no/ accepted within____ _ days. ~,~ce~,,auce ~ero~osa,-The above prices, specifications andcoeditions are satisfactory and are hereby accepted. You are authorized to do lhe work as specified. Payment will be made as outlined above. Date of Acceptance: Signature Signature ,ER ANCHORAGE AREA BOR JGH Department of Environmental Quality 3330 C Street Anchorage, Alaska gg503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION ~/71 ~, ~10 ~r~__~FSt~C ~(~g · ~ ~' ~ LEGAL DESCR PT ON_ LG %_._G~,~( SI--PTIC TANK: - -~'~ -~,c~p,.y ?'~[~,,,-~' -- C~v~o~-("( ' DISTANCE ~1 '%~ ~ NUMBER OF ~ FROM WELL L}~ MANUFACTURER ~" MATERIAL ___~.~.~ N. COMPARTMENTS ____ INSIDE LENGTH ~ INSIDE WIDTH LIQUID DEPTH ...... LIQUID CAPACITY GALLONS· ~-"E DRAIN FIELD: / I~'~g ~0 TOTAL LENGTH ~ DISTANCE FROM WELL OUNDATION _NEAREST LOT LINE ~c.~ ~L_ OF LINES NUMBER OF LINES 1 DISTANCE BETWEEN LINES _~J (~ TRENCH WIDTH ~IN. TOTAL EFFECTIVE ABSORPTION AREA ~ ~ sq. FT. LENGTH OF EACH LINE ~ L~ ( WELL: ~© L,,',,~.,~ TYPE BUILDING FOUNDATION CESSPOOL APPROVED . ._ _ CONSTRUCTION NEAREST LOT LINE ____ , OTHER SOURCES DISAPPROVED NEAREST SEWER LINE DEPTH SEPTIC SEEPAGE , TANK , SYSTEM__ REMARKS DISTANCE FROM: SEWER LINE DEP1-H:. '~'3' '~ j LOT SLOPE: REMARKS: DIAGRAM OF SYSTEM WELL CONSTRUCTION LOG Drilling~;a. I"/~,~' ,sos ue. Depth of wel ~/~'~ ¢"ft. Casing: depth//~'~'' ft. diam. ~ in. Static water I~ve]~ t~ ¢~Jt. (~, below)land surface. Dale ~'~ ~ Describe intervals an~ size: (pumpiug ~'bailing, r gal/min. Well yield tested by ,..~ai ) at ~ for / hours with ~'~ ft. of drawdown from static level. Date well completed Nearest community ~t',~l~z_(~C~ Location sketch or remarks DRILLER'S MATERIAL LOG Depth below land Give description of strata penetrated surface in feet (size of material, co]or, hardness of drilliug, and water content) 'T'HE: 't"I'"IIE I.::,liii:l:::' '[' H [ !i I::i'. 0 I.. I I'.,I [::, F:fl",l [::, ']'H E!:I:;::Ei THE: F:II'.,IE:, THE: E',I:)'I"'T'OH 01-:' 'H...lliii: liE::.::CI:::I',,,'I:::i"I" :1: I[:lt'..I ,:: :i: H F'I:i[Ii[T ::,. .J T.H. 3 9-21-76 ORGANIC MATERIAL SILT W/SOME SAND 0.0I 2.0' T.H. 4 9-21-76 SILT W/SOME SAND AND TRACE GRAVEL SAND W/SOME SILT, TRACE GRAVEL .9.5' SILTY SAND W/SOSLE GRAVEL 11.0' S~ND W/SOME SILT, TRACE GARVE L 12.0' SILT W/SOME SAND SILT w/sOME SAND, TRACE GRAVEL -- 14.5' NO WATER TABLE ' 19.0' T.D. ORGANIC ~,k~T E R I.-'.L SILT W/SO.ME SAt.~D SILT W/SOME GP~.VEL, SOME SAND GRAVEL W/SOME SAND AND SOME SILT GRADING INTO GRAVEL W/SOME SA~D AND TRACE SILT 0.0I 0.5' 2~0' 7.5' SANDY GRAVE, L W/SOME SILT 9.5' GRAXrELLY SAND W/SOME SILT 10.5' SA~NDY GRAVEL W/SO"-'~ SILT Boulder at 12.0' 11.5' SILT W/SO):E SAND AND TRACE GRAVEL SILT W/SO,rE SAND AND SOME GRAVEL SILT W/SO~,~S SAND NO WATER TABLE 16.0' 17.0' ' 1.8.0' T.D. KO' SMH LOG OF TEST HOLES PERCOLATION TEST JAMES McCOY R & M NO, 656294 ~O~ C TH-4 ELAPSED DROP TIME TI~ INCHES INCHES 10:45 0 5.25 0 10:46 1 5.5 0.25 10:47 1 5.5 0.0 10:48 1 5.63 0.13 10:49 1 5.75 0.12 10:50 1 6.0 0.25 10:51 1 6.13 0.13 10:52 1 6.25 0.12 10:53 1 6.25 0~0 10:54 1 6.5 0.25 10:55 1 6.5 0.0 11:00 5 7.0 0.5 11:05 5 7,5 0.5 11:10 5 8,0 0.5 11:15 5 8.75 0.75 11:25 10 9.5 0.75 11:35 10 10,25 0.75 11:45 10 11.25 1.0 60 Minutes 6.0" Total Drop 10 minutes/inch . , -...::: . P,O. Box 196650 Anchorage, Alaska 99519-.6650 ' -'- .... .- ' CERTIFICATE OF H~LTH AUTHORI~ ..... APPROVAL FOR A SINGLE FAMILY DWELLING NUMBER OF BEDRO( · .,, 't~_ :/'":?~-:NOT~[:?::lf'c°mmuni~ well System provide wri~en confirma ~a~est~; 0 ,E: : If commont~ wastewator systom, provide wri~en confirmation fr6m State .- .. aae~un~'-~o' the ' - "~',e~a.~y and status of system. .. ., :....:.- .: .: :: :: '; 5. STATEMENT OF INSPECTION BY ENGINEI-'R As certifie~l by my seal affixed hereto and as of the validation date shown below, I verity 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 verity that based on the information obtained from the Municipality of Anchorage files and from my inves.ti_gation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations~a~a~tl~f~&the date of this inspection. Wastewater Sen/ices ~.~.~.'~,~ c .~ ' ' ' ' 8471 Brookrldge Dr ,~m.~ ,~..,.,., Ankh, ,~ ' Address .... 6 DHHS SIGNATURE,s, ,, · , bedrooms,..-.:~-: . . .-- ..._~... ;.). ...,'..:.,. ¥,.-,~..', ,'.:, ~,-,....~,: .'~,.' :. ...,L, .~ ,,=..;...:. ' · ~ ' ' .... ,~.;.~=. ,,L,' ..... ..:.: .',..... ~ ,:~:?-:;., .?=' Conditional approval·for., b~rooms,.with the following stipu afions: ·.The Municipality of Anchorage Depa~ment of Health and Human Ser4ces/r)HH$) issues Health Amhority ~ Approval Certificates based only upon the representations given in paragraph 5 above by an independent ,: professional engineer registered in the State of Alaska. The DH HS 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. 72~25(Rev. 1/91) Back MOA~I Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: ~O~'" (o,.) ~(/-~..J ~f'Z~¢~l~["~ Parcel I.D. A. Well Data Well type (~1%~'J~--- If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) '~i-- ~¢-~.* Date completed .~-/~. G ,/'7'7 Driller XJ~ Total depth ] I C) t- (o ~' Cased to I I O ~-- (o // Casing height Sanitary seal (Y/N) kC ~-----~ Wires properly protected (Y/N) \1~¢- Municipality of Anchorage e.~t~)a~ th..~ I~luman Serwces' FROM WELL LOG AT INSPECT'ION Date of test ~¢-,~--/~-~/~7 '7 Static water level Well flow ~ g.p.m. ~ ~ Pump level1 SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot I'J/,/A- Absorption field on lot ~ l,'~' Public sewer main ~ '~'7.'7~ Sewer service line '> ~- E; / ; On adjacent lots , On adjacent lots Public sewer manhole/cleanout Petroleum tank ~0~ WATER SAMPLE RESULTS: Coliform (~ Date of sample: ~/~/~ Nitrate ~ [ fw~/~ Other bacteria d Collected by: ~__~d'~..CS._.-J --~_~(J~ __ /HOLDING TANK DATA ~__-.¢T'"~ 5'.(~-,J~-~;~-.. ~ -- Fou:dTa%inoknSic;;anout (Y/N-~-~ C°m~(y/N,~""~ High water alarm (Y/~_ ' ~rm~)~~ Date of pumping ~ ~r ~ SEPARATION DISTANCES FROM~ TW~(r~)p~tine  nage ~ 72-026 (3/93)* Front CONTINUED ON BACK PAGE STATION Date Size in g Vent (Y/N) High water alarm level __ Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM Well on lot D. ABSORPTION FIELD DATA Date installed Length Width Total absorption area Date of adequacy test __"Pump on" level at Manufacturer Manhole/Access (Y/N) "Pump off" Level at __ Cycles tested 'ION TO: On lots Surface water Soil rating Cleanout System type Gr Ds Total depth (Y/N) __ __Depression over field (Y/N) (pass/fail) __for Bedrooms Water level in absorption field before test ,st Peroxide treatment (past 12 months, If yes, give SEPARATION DISTANCE..~'ABSORPTION FIELD TO'. Well on lot ~ On adjacent lets ~'~-~y line To building foun~' __To existing or abandoned syste~n lot On adjacen~ts Cutbank .... Water main/service line Su.~.~ce'water Driveway. parking/vehicle storage area ¢/QO rtain drain E. ENGINEER'S CERTIFICATION Signature Engineer's Name Date (~/I '?'/~" HAA Fee $ ~ Date of Payment Receipt Number guidelines in effe~,t.e Waiver Fee $ Date of Payment Receipt Number Wooo ~£ Rick Mystrom, Ma ye' Munidpali of Anchorage Department of Health and Human Services 825 "L" Street c~ O. 8ox 196650 Anchorage, Ataska 99519-6650 July L4, 1995 Kennet:h M. Duffus, P.E. KND Engineering 20441 Ptarmigan Boulevard Eagle River, Alaska 99577 Subject: Waiver Request for Lot 6 BLock 5 Granite View Subdivision ~". waiver Request tIWR940058, %014-301-11 Dear Mr. Duffus: Your request for a waiver of'the required horizontal separation for a private well to a public sewer system has been approved and amended. The amended/approved separation distance is: Well to the sewer trunk line of 37.78 feet Well to ti~e ~ewer manhole' of 73.13 feet ';his waLver approval applies to the existing well and public sewer Ii. ne ~Tr, ly. Any f~ture upgrade will require all separation distances be mc~- or another approval from this department. if i ~?~. ~re any iuestions, please call our office at 343-4744. · /~ober~ W. Robinson Civil Engineer On-site Services RWR/ljm MUNICIPALITY OF ANCHORAGE Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 Parcel I.D. # CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) Property owner /q F~ ~' C Mailing Address (c) Lending Institution Telephone: (home) Business Telephone Mailing Address (d) Real Estate Company and Agent Address ~ "& ~ O Telephone ~-~' ~- (e) Mail the HAA to tile following address: (or check here ~ if hold for pick up.) List contact person and day phone number below: 2. TYPE OF RESIDENCE Number of bedrooms Single-Family ~ 3. WATER SUPPLY Individual Well [] Community [] Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality an8 status. 4. SEWAGE DISPOSAL On-site [] Public [] Community [] Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72-025 (Rev. 7/88) Page 1 of 2 ~ ;o ~ e6ed ':~JO/A s,Jeeu!Sue leuo!esejoJd eH1 u! suo!s$!uJo Jo 9JOJJe JOj elq!suods@J ~ou s! e6eJoqouv JO ,q!led!o!u niAI eH J_ 'penes! s! e~eoljRJeo e eJojeq elep ez41eue 4o suop, oedsu! ),onpuoo ),ou op SHHQ jo see/~OldUJ3 's~ueu~eJ!nbeJ e~e~,s pue leJepej u!e),Jeo XjsRes o~, JepJo u! suop, nlBsu! 8u!puel J!eql pue seuJoq jo sJeseqoJnd oh ~selJnoo e se siql seop SHHC] eqj. 'e~sel¥ jo elelS eql u! peJe~s!beJ Jeeu!§ue leUO!SsejoJd ~,uepuedepu! ue,~q e^oqe ~; qdeJl~eJed u! ua^!5 euoBe~ueseJdeJ eql uodn/~lUO peseq pe~,eo!jMeo le^oJdd¥ ~l!Joqmv q~,leeH sense! (SHHQ) seoi^JeS uemnH pue qlleeH jo lueLm, JedeQ eSeJoqou¥ ¢o/qiled!o!unlAI eq.L leAOJddV leuopjpuoo ~o sguJei leuoB!puoo peAoJddes!Q -- - peAoJddv ~ ~oj peAoSddv l~/AOl:lddV SHHa '9 Health Authority Approval (HAA) CHeCK',ST- F ..UA.Y .98. Well Class~ion~%' ~[~ If A, B, C, D.E.C. Approved (Y/N) ~,~, Well Log Present (Y/N)_ ¥' _ TotalDepth Iio' Casedto IlO' Static Water Level Casing Height Above Ground ~%" Electrical Wiring in Conduit (Y/N) SEPARATION DISTANCES FROM WELL: To ~ep~c/Holding Tank on Lot I ~-/ To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line To Nearest Sewer Service Line on Lot Water Sample Collected by Water Sample Test Results Comments Date Completed Depth of Grouting Pump Set At ~ d'~ ' Sanitary Seal on Casing (Y/N) ~ Depression Around Wellhead (Y/N) ; On Adjoining Lots ';~ too ' hl, A. ; On Adjoining Lots ~ 1oo ' To Nearest Public Sewer Cleanout/Manhole !t,f ~ IO~ ' ~ ~¢..r ;Date 7/~31¢~j IO/tT/?O B, 9:E4a:T=ICCHOLDING TANK DATA Date Installed j'o/'~o/¢¢ Size Standpipes (Y/N) ~ _Air-tight Caps (Y/N) Depression over Tank (Y/N) Pumping/Maintenance Contact on File (Y/N) Holding Tank High-Water Alarm (Y/N) No. of Compartments ~" Foundation Cleanout (Y/N) Date Last Pumped /% 4., ; for ....~.~ ~ ~ c Temporary Holding Tank Permit (Y/N) SEPARATION DISTANCES FROM 8E+:~'I'6-/HOLDING TANK: To Water-Supply Well To Property Line To Water Main/Service Line ~ SO' To Stream, Pond, Lake or Major Drainage Course Comments To Building Foundation To Disposal Field :> I00 ' 72-026 (Rev. 7/88) Front Page 1 of 2 C. ABSORPTION FIELD DATA 5,h A'. Soils Rating in Absorption Strata Date Installed Width of Field Square Feet of Absortion Area Depression over Field (Y/N) Results of Last Adequacy Test SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water-Supply Well To Building Foundation Lot To Water Main/Service Line To Stream, Pond, Lake, or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments Type of System Design Length of Field Depth of Field Gravel Bed Thickness Statndpipes Present (Y/N) Date of Last Adequacy Test To Property Line To Existing or Abandoned System on ; On Adjoining Lots To Cutback (if present) D. LIFT STATION hi, A.. Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Meets MOA Electrical Codes (Y/N) Comments Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. **Check Permitted Bedroom Rating Against HAA Request** I certify that I have checked, verified, or conformed to all MOA and HAA.~ui,~(~TiTrl'e,~ effect on the date of this inspection. . Company F(~p T~ ~ ¢~"~ ................. ~,.,~ Engineer's Seal Date II /~120 Receipt No. ~~ ~ ~/~ Receipt No. Date of Payment //~ ~--¢~ / Waiver Fee:$ Amount: $ / ~ ~ ~ ~ Date of Payment 72-026 (Rev 7/88)B~ck Page 2 of 2 APPLIC, JT FILLS OUT UPPER HAL ONLY Phone Buyer t~d'A ........... Ad~ress Zip Code Type of Resi~nce : Multiple Family No, of Bedrooms : Other Phone Water Supply .~ldividual ATTACH WELL LOG. A well Icg is required for afl wells drilled since June 1975. ommunity For wells drilled prior to that date, give well depth (attach Icg if available). [] Public Utility Sewer Disposal /'7 ~' Individual Year Individual Installed: /[] 'Public Utility When Connected to Public Utility: [] Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Date pete Date luspector luspector Inspector Inspect(/f Field Notes: I%::OVED ~"-'~ROOMS ) CONDITIONAL APPROVAL* DATE ___~: ~ ~ 'CONDITIONS OF APPROVAL Soils Rating Date Sewer Installed Well To Absorption Area Well to Tank Well Log Received Septic Tank Size // ~ ,~'~2 72.023 Lot i,, }M.<')ck 5, Gl?anj. l;e View L~abd:i vf.~;:i, on tho, j..tldivJ, dll6t]. :-x()w(.)F ,:111(i water iJacJ, iittes cannott i:urtheu ( u~:.~tJ, ons~ please oa] '1 thi~'; office ./.]/~; CONSULTING ENGINEER 203 W. 15th AVE "C" SUITE 203 ANCHORAGE, ALASKA 99501 TELEPHONE: (907) 279-3916 Larry Hardesty 2704 N.Circle Drive Anchorage, Alaska 99507 SEPTIC SYSTEM ADEQUACY TEST m~D~ember 13,1983 C)TEc£101,~ R£C£1V£D LEGAL: LOT 6,BLOCK 5, GRANITE VIEW SUBDIVISION LOCATION: 2'704 N. CIRCLE OWNER: LARRY HARDESTY RESIDENCE: 4 BEDROOM, SINGLE FAMILY WATER SYSTEM: ON SITE WELL SEPTIC SYSTEM: FROM MUNICIPAL RECORDS: TANK: Concrete,two compartments 1500 gal, Jet Aeration Unit ABSORPTION SYSTEM: Trench, 24 ft. long 10.5 ft. of rock. ABSORPTION AREA: 504 sq.ft. SOIL RATING: 165 INSTALLATION DATE: June 1977 DATE OF TEST: DECEMBER 12. 1983 TEST PROCEDURE: System was inspected on December 7,1983. Sump 6 ft. deep with 43 inches of liquid. The Jet Aeration Unit had been removed. Tank was 7.5 ft. deep with 63 inches of liquid. The tank was obviously surcharged. Owner indicated that the residents used a large volume of water and that no overflow or problems had been experienced. Owner was requested to limit the water usage prior to test. Test was conducted on December 12. At that time the waterlevel was down to 56- inches in the tank, and 19 :inches in the cleanout. Water was added at a steady rate of 5 gallons per minute for 40 minutes. During that time the waterlevel in the tank rose 7 inches. Filling was stopped and the percolation rate measured. In one and a half hour 63 gallons were asbsorbed. Extended to a 24 hour period this is more than 1000 gallons. The Municipal Requirement is 150 gal. per bedroom. This system surpasses the T,'~bben Spurkland P.E. TEST RESULT Municipal Requirement for a four-bedroom house. This system was obviously surcharged and[ does not have the reserve capacity required by the Municipal Code. Since the absorption rate surpassed the requirement by a large margin the lack of reserve capacity may have been caused by the heavy hydraulic load the system has been experiencing. I[-- DA'r~ R'-~CEIV E D ,NSPECTION ^.PO,NTMENTS CX_ q TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR I ~WUI~IClFALl l y OF ANCHORAGE MUNICIPALITY OF ANCHORAGE D~PT. CE  DEPARTMENT OF HEALTH & ENVl RONMENTAL PROTECTIo~N'VI~ONM~NT/~L , x. l ~:CTION 825 L Street - Anchorage, Alaska 99501 E~Vl RONBENTAL SANITATION DIVISION REOUEST 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. , MAILING ADDRESS PROPERTY RESIDENT (If different from above) 2, BUYER ~ PHONE MAILING ADD~ESS 3, L~NDINGINSTITUTION I PHONE I MAILING ADDRESS 4. REALTOR/AGENT I PHONE 5, LEGAL DESCRIPTION STREET L. OCATI QN 6. TYPE OF RESIDENCE SINGLE FAMILY [] MULTIPLE FAMILY NUMBER OF,BEDROOMS [] One [] Four [] Two E] Five ~] Three [] Six [] Other 7, WATER SUPPLY NDIVI DLIAL" [] COMMUNITY [] PUBLIC UTILITY ATTACH WELL LOG. A well log s required for all wells drilled since June 1975, For wells drilled prior to that date, 9ive wel depth (attach log if available.) SEWAGE DISPOSAL SYSTEM ~ NDIVIDLJAL/ON-SITE~' [] PUBLIC UTILITY YEAR ON-SITE SYSTEM WAS INSTALLED, NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) ~ (¢.~,~ ¢'~'[( THIS SIDE FOR OFFICIAL USE ONLY :, 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3, SEWAGE DISPOSAL SYSTEM PERMIT NUMBER []INDIVIDUAL/ON -SITE DATE INSTALLED Connection Verified INSTALLER []Septic Tank or [] Holding Tank '~'~'1 c.. ~ Size: If Tank is homemade SOILS RATING give dimensions: l(~ ~ TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES Septic/Holding Tank Absorption Area Sewer Line I Nearest Lot Line WELL TO: Absorption Area to nearest Lot Line 5. COMI~/IE NTS E~PP ROV ED FOR ~-~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) I--I DISAPPROVED C:c n¢._e s Concrete of Wasilla,' linc. HOME & COMMERCIAL SEWAGE TREATMENT PLANTS BOX 149~ WASILLA, AK. 99687 - PHONE 376-5919 This Agreement entitles: JET Home Plant Service Policy Owner/' Street Address City ' Phone to the following service for ~year~ from the date of acceptance. Upon receipt of this signed agreement and $7,/4)O __, Canole's Concrete Products agrees to perform the following services during the term of the agreement: Canole's Concrete Products will inspect the JET plant at the above address twice a year. These inspections will include: PLANT SERVICE · Removal of aeration unit, inspection, adjustment, cleaning of aerator's shaft, field service of aeration unit, if needed, and re-installation. · Inspection, cleaning, and adjustment, if necessary of surface skimmer and/or tube setter. · Examination of final effluent for color and odor, if there is access al time of inspection. · Check of discharge point and wet weather overflow for blockage (if applicable). · Inspection and adjustment of control panel setting and overload protection, if there is access at time of inspection. ® Inspection for sludge accumulation with arrangements for removal when build-up warrants removal. Canole's Concrete Products further agrees to the following: EMERGENCY SERVICE · There will be no charge for emergency service calls. · There will be no service or labor charges for removal or re-installatlon of aerator, if required. · If improper operation cannot be corrected at time of service, homeowner will be notified immediately and given estimated date of correction. · If improper operation cannot be corrected at time of service, the' Department of 'Environmental Quality, GAAB, will also be notified. · If necessary, the entire mechanical unit or any pa.r, ts will be replaced according to the manufacturer's warranty program. Freight charges to the factory or to an unauthorized repair station and aerator repair charges are not covered under this agreement. '<~ .... ~== MUNICIPALITY OF ANCHORAGE //~"-~'~"~}~ DEPARTME OF HEALTH AND ENVIRONMEN' PROTECTION 24 or 225 ~',~( ReceJ.ved: . July 5, 1977 ~ ].: 'l'ime ..... ~: 3~.~_t~z_' ~ ~ 2: TJme ~ -3: 'Oat~ e 7- 5- 7~~' Datc Da ~e Insp Buchholz insp in:4p REQU'EST FC)R APPROVAL OF 1ND£V[!YU\L SEWER AN]) WA'i'I]R FA(J' Lending Ynmt.tut: on Request: Lomas and Nettleton Company Mai].ing Address: 4449 Business Park Boulevard Phone: Property Owner: Mailing Address: James Mc Coy Phone: 349-4205 Post Office Box 3-4024 99509 3. Legal Descriphion: Lot ~ Block $ Granite View Subdmvis'kon 4: Single Fam:Lly Residence: (x) Number ol Bedrooms: three Mulhiple Family Residence: ( ) Number o.F. t3 ed r'OOI~lS: 5. Well. System: Tndividual Well (x~ Commun_[ty/P4a. b~tJc System Permit ~ 77204 Depth ot 110 V~eJ.J, Bo ~...w..ge Disposal. c ~,~ ~ Sy ~.y.,~em. On---site sttml (x~ PublZa Ut'i. lkv Permih ~,, 77204 '._n.~ta~ - l..cc.1 ,I 1977 Ins'l-:~? l{~r_ Sephi. c Tank Size blanufac-hurcr Absorption Ar~a 7. Distances: Well to Septi. c Tank to Sewer Linc Nearest I,oh Li.ne to Nearest Lot Linc Lo Absorpttion AreTl Absorption A. 2a # O~1~ 825 L Street, Anchorage, Alaska --- uest for Appr~l of Individual Sewer and Wa%er Mailing Address:/~._ Z',9~S~ Phone: Mailing Address: ~/ % ................... Phone: 3. Lending Institution: ~ Mailing Address: Phone: Realtor/Agent: Mailing Address: Phone: Street Location: Single Family Residence: ( '~Number of Bedroom.s: ~ ....... Multiple Family Residence: ( ) Number of Bedrooms: 7. Water Supply: *Individual Well (~ublic/Community System ( ) If Indiw[dual Well, well depth ._~ ( ~ If Community System, name of system Sewage Disposal System: On-site System If On-site System, date of installakion: (L")~Pub].ic Sys[:em ( ) *NOTE: A well log is required on ALL wells drilled since 6/75. 3/77 Pa g~e' rl'WO Department of Health and Environmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot 6 Block 5 Granite View Subdivision Conunent s: Af fadavit Attached App'roved :~~ Disapproved: Letter Attached: ( ) Date: Date: 7~ ,x .... Department Worksheet: Februa.~y 2, 1978 Skip Edinger Thru Proj eot D~velopment Senior Environmeni;al Specialist S¢~wer and Water Granite View ~ubdivision Joseph S, Blair · ,nv~ronmont:al gervi¢~os Rol~ R. Strickland ~k'.~, -~'. ~nva,ronmental Enq~ne~ring ~4an~,~ger Granite VJ.~.; Subdivision as a whole does not have a history ~6 ¢~;~tensive ov~rflo~i~g sewage problems, however, a n~ber of recently d~veloped lo%s are experiencing problems with on-site disposal. ~'he high 9'round water t~>!e in neighboring locales such as Air~!; Su~iv_s~on may be indicative of th~ problems incurred by 'bite reoently developed lots which are) relatively io%¢ in elevation. Obviously, septic se,~er syste~as are a temporary m~asure and public s~%wer should be persevered. ]Les N. Buchholz~ R,S. ~enior ~ ' ~ ~nv~ronmen tel. Speoialist Rick Mystrom. Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 July 14, 1995 Kenneth M. Duffus, P.Eo KND Engineering 20441 Ptarmigan Boulevard Eagle River, Alaska 99577 Subject: Waiver Request for Lot 6 BLock 5 Granite View Subdivision Waiver Request ~WR940058, ~014-301-11 Dear Mr. Duffus: Your request for a waiver of the required horizontal separation for a private well to a public sewer system has been approved and amended. The amended/approved separation distance is: Well to the sewer trunk line of 37.78 feet Well to the sewer manhole of 73.13 feet This waiver approval applies to the existing well and public sewer line only. Any future upgrade will require all separation distances be met or another approval from this department. If there are any questions, please call our office at 343-4744. Sincere_~y, //)~ Robert W. Robinson Civil Engineer On-site Services RWR/ljm KND ENGINEERING 20441 PTAP, MIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111 / FAX (907)696-8111 Robert W. Robinson, Civil Engineer On-Site Services DHHS 825 L Street Anchorage, AK 99501 Dear Mr. Robinson: July 14, 1995 RECEIVED JUL 1 4 199,5 Mu~ -,; .y of Anchorage Dept, Health & Human Services REF: Lot 6 Block 5 Granite View Subdivision Separation Waiver Request On October 28, 1994, a wavier was issued on the referenced lot from the well to the proposed sewer main line and manhole. In conformance with the construction plans as well as the special conditions of the wavier the sewer manhole was constructed in conformance with M.A.S.S. Detail 50-23, Special Manhole Detail (inside protective well radius). The sewer main was constructed of ductile iron and wrapped with a layer of polyethylene encasement material 9 mis. thick and conforming to ANSI/AWWU C105/A21.5. All joints were shrink wrapped using Raychem 60B with closure strip. At the completion of the construction an as-built survey was conducted which showed that the separation distance had changed for Lot 6 as follows: Wavier Separation As-Built Separation Well to Sewer Trunk Line Well to Sewer Manhole 40' 37.78' 75' 73.13' Based on the as-built information we are requesting a modification of the previously issued wavier so as to reflect the as-built conditions. I have also attached an as-built drawing for your records and information. We appreciate your consideration of this request. If you need additional information or I can be of further assistance please contact me at 696-6111. Sincerely, KND Engineering Mtmi pality of c Anchor:age Department of Health and Human Services 825 "L" Street Rick Mystro/n, P.O. BOX 196650 Anchorage, Alaska 99519-6650 Mayor 343-4744 Kenneth M. Duffus, P.E. Ir, ND Engh~eering 20441 Ptarmigan Blvd. Eagle River, AK 99577 Subject: Waiver Request Granite View Addition #1, Lot 6, Block 5 Waiver Request #WR940058 Dear Mr. Duffus: Your request for waiver of the requked horizontal separation for the private well to a public sewer system has been approved. The approved separation distance is: Well to Sewer Trunk Line Well to Sewer Manhole 40 feet 75 feet This waiver approval applies to the existing well and public sewer line only. Any future upgrade will requke all separation distances be met or another approval from this department. Robert W. Robinson Civil Engineer ,. On-site Services kb Rick Mysttvm, Mayor Mmfic pali'ty of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4?44 Kenneth M. Duffus, P.E. KND Engineering 20441 Ptarmigan Blvd. Eagle River, AK 99577 Subject: Waiver Request Granite View Addition #l, Lot 6, Block 5 Waiver Request #WR940058 Deal' Mr. Duffus: Your request fol' waiver of the required horizontal separation for tile private well to a public sewer system has been approved. The approved separation distance is: Well to Sewer Trunk Line Well to Sewer Manhole 40 feet 75 feet This waiver approval applies to tile existing well and public sewer line only. Any future upgrade will require all separation distances be met or auother approval fi'om this departmeut. Robert W. Robinson Civil Engineer On-site Selwices kb MUNICIPALITY OF ANCHORAG- Department of Health and Human Services On-site Services Section Waiver Review Worksheet WR% WR940058 PID# 014-301-11 HA% - Date Received: ].0/18/94 Legal Description: Granite View Add #1, Lot 6, Block 5 Engineer: Kenneth M. Duffus, P.E. Permit # KND Engineering; 20441 Ptarmigan Blvd., Eagle River, AK 99577 Applicant: KND Engineerinq Waiver Requested: Well to Sewer trunk line Well to Sewer manhole (40') (75') 1 Geology: P~ints · A. Water Table ~.~ B. Soil Sorption ~.~ C. Permeability D. Water Table Gradient E. Horizontal Separation ~.O ~'~ TOTAL: Criteria: Waiver is Granted: />~ Waiver is NOT Granted: List Conditions or Reasons for above: Date: ].0/31/94 Name of Reviewer Rec ~: 00410 Amount: $ 920.00 Date Paid: 10/18/94 Rick Mystrom, Mayor Mumcipality of Anchorage Department of Health and Human Services 825 "L" Street P,O. Box 196650 Anchorage, Alaska 99519-6650 July 14, 1995 Kenneth M. Duffus, P.E. KND Engineering 20441 Ptarmigan Boulevard Eagle River, Alaska 99577 Subject: Waiver Request for Lot 6 BLock 5 Granite View Subdivision Waiver Request IIWR940058, ~014-301-11 Dear Mr. Duffus: Your request for a waiver of the required horizontal separation for a private well to a public sewer system has been approved and amended. The amended/approved separation distance is: Well to the sewer trunk line of 37.78 feet Well to the sewer manhole of 73.13 feet This waiver approval applies to the existing well and public sewer line only. Any future upgrade will require all separation distances be met or another approval from this department. If there are any questions, please call our office at 343-4744. S i n c e r say, /~ RoDert ~. Robinson Civil Engineer On-site Services RWR/ljm MUNICIPALI FY OF ANCHOk/~UI: 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 [~ .................. , .............................. ,,:::,:,,,:~ ...................................................................... ~ .................... 3,:, ................. , ............................................... ~ ...................... :::::::::::::::::::::::::::::::::: .......................................................... , ................................................................ ::::::::::::::::::::::::::::::::::: (907)696-6111/FAX (907)696-8111 On-Site Services DHHS 825 L Street A ,chorage, AK 99501 Dear Sirs: RECEIVED This request is for a waiver of the separation distance between a private well and a public sewer line and manhole for the above referenced property. We are proposing to extend the public sewer main from E. 88th Avenue 171' along North Circle and install a Type A manhole in the standard utility alignment with the manhole placed 10' off of the centerline. There are two wells which are situated within approximately 20 feet of the right-of-way for North Circle. The sewer main and the manhole will both fall within the protective radii of both wells. As noted on the design plans submitted, the construction shall meet the requirements of the M.A.S.S. Detail 50-23, Special manhole detail (inside protective well radius). All ductile iron pipe and appurtenances shall be wrapped with a layer of polyethylene encasement material 9 mi. thick and conforming to ANSI/AWWU C105/A21.5. In addition, all pipe joints shall be shrink-wrapped leaving a one foot lap onto pipe using Raychem 60B with closure strip of equivalent. In order to help expedite the process we have included letters of non-objection for your review. As winter is quickly approaching your expeditious consideration of this request is appreciated. If there are any questions, please call me at 696-6111. Sincerely, Kenneth M.' i~s~ P.E. KND Engineering Attachments: Construction plans Property owner letters of nofii~bjection , V ~ WELL CONSTRUCTION LOG Well owner (~ ~C~0 Oepth of well 1]~'~ ~ ft. ~asina: depth//: ~' ft. diam. 6 in. Static ~ater I.vel~ ~ r~ Finish of well: ~n-en~screan. perlorated, open-hole, ether) Describe intervals and size: Well yield tested ,y (,umping,~air)et ~? for / hours with ~--~-- ft. of dra~down from static level, Oate well completed. ~"'~-'~-77 Nearest community Location sketch or remarks gal/min. ORILLER'S MATERIAL LOG Depth below land surface fl~feet Give description of strata penetrated (size of maLerial, color, hardness of drilling, and water content) i. UNICIPALITY G'F ANiCF'?":,=: October 7, 1994 To whom it may concern, I (we), Judith M. Rich, 2830 ~i~t~W~Z, Anchorage, Ako 99507, own lot 7A, block 5, Granite View Subdivision, addition 1, do here by acknowledge and have no objection to Mr. Bill Terry constructing a sanitary sewer line from the intersection of E. 88th and North Circle Way approximately 171 lineal feet southerly to the southerly property line of lot 6, block 5, Granite View Subdivision, Addition 1. Judith M. Rich :Phone # date / (p ILl - 2so/- October 7, 1994 To whom it may concern, I (we), Harold E. Staley, 2706 N Circle Way, Anchorage, Ak. 99507, own lot 5, block 5, Granite View Subdivision, addition 1, do here by acknowledge and have no objection to Mr. Bill Terry constructing a sanitary sewer line from the intersection of E. 88th and North Circle Way approximately 171 lineal feet southerly to the southerly property line of lot 6, block 5, Granite View Subdivision, Addition 1. October 7, 1994 To whom it may concern, I (we), Robert E. & Deborah D Reynolds, 2800 N Circle Way, Anchorage, Ak. 99507, own lot 4, block 5, Granite View Subdivision, addition 1, do here by acknowledge and have no objection to Mr. Bill Terry constructing a sanitary sewer line from the intersection of E. 88th and North Circle Way approximately 171 lineal feet southerly to the southerly property line Of lot 6, bloc~/5// Granite View Subdivision, Addition 1. Robert or Debo.ra Reynolds Phone # date October 7, 1994 To whom it may concern, I (we), Horace H Curtis, 2701 N Circle Way, Anchorage, Ak. 99507, own lot 3A, block 6, Granite View Subdivision, addition 1, do here by acknowledge and have no objection to Mr. Bill Terry constructing a sanitary sewer line from the intersection of E. 88th and North Circle Way approximately 171 lineal feet southerly to the southerly property line of lot 6, block 5, Granite View Subdivisions Addition 1. / Phone # date October 7, 1994 To whom it may concern, I (we), Jimmy D. Jr. & Loretta M Stanley, 2825 N Circ].e Way, Anchorage, Ak. 99507, own lot 4A, block 6, Granite View Subdivision, addition 1, do here by acknowledge and have no objection to Mr. Bill Terry constructing a sanitary sewer line from the intersection of E. 88th and North Circle Way approximately 171 lineal feet southerly to the southerly property line of lot 6, block 5, Granite View Subdivision, Addition 1. Ji~m~-or L°retta Stanley P~one # STA 1+7~ INSTALL STANDARD ~<~ C]~ STA 1+,~1' INSTALL STANDARD 'fi~El~ MANHOL£ ~T~ ~Y~- ~