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Home My WebLink AboutWOOLEVER BLK 1 LT 2Woolever Block Lo1- 2 #017-411-11 M-W DRILLING, Inc. P.O Box 110378 · 10333 OId Seward Highway (907) 349-8535 ANCHORAGE, ALASKA 99511 ~g'ell Owner Mr. & ~rs. GARY CAPPS DRILLING LOG Use of Well DOMESTIC Location (addr~s of: Township, ~ange, Sectlon, if knownior distance main road LOT 2, BLOCK.l; WOOLEVER SUBDIVISION : 12500 TOILSOME HILL ROAD ANCHORAGE, ALAS~ Size of c~sing 6" T~epth of Hole Static water level 133 ft. Screen ( ); PeHorat~ Describe sc=eon o= peHorat~ of drawdo~ from static Depth in feet from ground suvaco 0 TO 2 TO 15 1~ TO 17 17 TO 203 203 TO 20g 209 ?0 218 218 TO 242 242 TO 265 feet Ca~ed to 20' feet land surface. Finish cf well (check one) open end ( - X ); (mfnute) for 1 hours with 100% ttOTE: WELL ORIGINALLY DRILLED TO 177' IN 1971. WELL LOG G ,~c~ ~fi rmatlons penetrated, size of material, color and hardness FRACTURED ;SURFACE OF g~C~..,DA~ G~AY SILTSTONE AR~I'LL~TE .ITE SNALL ~ATER ~j..~-~ ~PppADIC FRAC1 UEL5. A/A: L~'GtlY~'~MI~ QUARTZ VEINS 2?5 TO 3~5 375 TO 3$0 ~o TO 3§~ .__.~2_TO 4O5 A/A: DARK GRAY, $OXE FRACTURES A/A:'LIGHT TO DARK GRAY' QUARTZ FILLED FISSURE ZONE A/A: DARK GRA~, FRACTURES " ~ -- CUSTOMER GI~ TER ANCHORAGE AREA BOROI H b.., ARTMENT OF ENVIRONMENTAL OUAla, r 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME LOCATION L~ ,~. MAILING ~ ADD RE SS ~L_? ~..-~, ~. ,.~_' ~ PHONF SEPTIC TANK: ~'za~~ /~/./...f//~g:'~/~' .~:.~:~;) NUMBER OF DISTANCE FROM WELL~~* MATERIAL~Z.~/~~ ~' COMPARiMEN[S LIQUID CAPACITY ~ ~ GALLONS. INSIDE LENGTH_~ / INSIDE WIDTH_/~ ~ ~' LIQUID ._~- DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PHS / OUTSIDE D~AMEI'ER /'"~ OR WIDTH____~/'-~, LENGTH /-J~ ,DEPTH____ LINING MATERIAL~~-' ~/~ -~ :~ DISTANCE FROM WELl //~' , BUILDING FOUNDATION~ NEAREST LOT LINE ;~-5'~ / TOIAL EFFECTIVE ABSORPJlON AREA (WALl. AREA) SQ. PT. TILE DRAIN FIELD: DISTANCE FROM WELL DISTANCE BETWEEN LINE SQ. Ff. LENGIH OF EACH LINB"-.~ , NEAREST LOT LINE fRENCH WIDTH TOTAL LENGTH , OF LINES DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH 11LE __IN. ABOVE TILE T Y P E/(~" ~"C~')~'Z~'' DEPTH ~'~ NEAREST ~-~ SEPTIC LOT LINE , SEWER LINE ., TANK_ DISTANCE FROM · . BUILDING FOUNDATION .... ~ SEEPAGE ~-~ , SYSTEM .... WATER ~- SAMPLE , CESSPOOL. NEAREST OTHER SOURCES DIAGRAM OF SYSTEM DISTANCES: DATE GRE,~l'ER ANCHORAGE AREA BOROUGH SEWAGE DISPOSAl. SYSTEM -- APPLICATION AND PERMIT P~ONE ¢?/7~ ]NSTALLATION OF: SEPT]C TANK SEEPAGE PIT ., DRAIN FIELD ~ , OTHER FIHANCED THROUGH TO BE INSTALLED BY COMPLETION DATE ANTICIPATED FOUNDATION TO SEPTIC TANK -- FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PI]' WALt ( SEPTIC TANK ~ HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCES, REQUIREMENT8 , DRAIN FIELD TO NEAREST LOT LINE. DRAIN FIELD ~'~9 ~ / WATER MAIN TO septic TANK //~ / SEPTIC TANK, ~-~' , SEEPAGE PIt /~'~ ~') seepAgE PIT ,/(~ ~9 '/ ALSO CONSIDER AREA WELLS. · SEEPAGe PIT /~ ., DRAIN FIELD . TYPE ~ DIAGRAM OI= SYSTEM 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 Al RTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORm4 TO BOROUGH REGULATIONS REGARDING INSTALLATION, LICENSED DESIGNER I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODe. September 16, 1971 ,). Woolever B Box 393 D, St. Rt. Anchorage, Alaska A Dear ~4r, Woolever: Enclosed 'is a sewer system vision. copy of our ~nspectton report of the on~.site installed on Lot 2, Block l, Woolever Subdi-- We have this dote received a copy of the soil test performed on the subject lot by NaLional Testing Services Incorporated. Please be advtsod if there is any seepage of ~wage at a fu- ture date onto the roadway, due to the area's steep gradient, a holdin~ tank would then have to be required. Sincerely, Carrel Sue (,Ickechnie Environmental Control Officer s t ~ONSTRUCTION INSPECTION ' QUALITY CONTROL MATERIALS TESTING SOIL CONCRETE ASPHALT 3944 z~m= SPENARD ROAD ANCRO~IAGE, ALASKA 99503 NATIONAL TESTING SERVICES INC. TELEPHONE 277-7111 September 13, ].971 Greater Anchorage Area Borough Dept. of Environmental Quality 3500 Tudor Road Anchorage, Alaska 99507 Gentlemen: Pertaining to the proposed sanitary system for Mr. Jim Woolever, Lot 2, Block 1 of Woolever subdivision, This material is not too permeable and the area has a pretty steep gradient, It would drain sufficiently as indicated below based on 200 square feet per bedroom. However, it is reco~nended here that an enviromnemtal specialist from GAAB view the area with regard to the road before approval. Very truly yours, R. E. Carlisle Lab Mmnager REC/ko ' .: .VIi Municipality of'Anchorage Development Services Department Building 5af~ Division On-Site Waler and Wastewater Program 4700 South Bmgaw SL P.O. Box 196650 ~=ho~ge, AK 9951~-6650 v~.ci.ancho~ge.ak, us (907) 343-79~ CERTIFICATE OF HEALTH AUTHORI~ APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. <:::~l '7 - 'y'/I - I/ 1. GENERAL INFORMATION Complete legal description L,o (- ?-/ Location (site address or directions) Current Property owner(s) Mailing address Lending agency Expiration Date: Day phone Mailing address Real Estate Agent Mailing Address £ ~Z. ~ Unless otherwise requested, HAA will be held by DSD for pickup. NUMBER OF BEDROOMS: '~ ~dO0 Cor~o~ 3. TYPE OF WATER SUPPLY: · Individual Well [] Individual Water Storage [] Community Class __ Well [] Public Water System [] TYPE OF WASTEWATER DISPOSAL: Individual On-site _ [] Individual Holding tank [] Community On-site [] 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 fcr 90 days from the date cf issue for properties served by a pdvate or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a pedod 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 wr=ter system. 'i'he Municipality cf Anchorage is not responsible for errors or omissions in the professional engineers work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal afl=xed 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 suppr.¥~nd/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms a~d ~'~ structure indicated herein· I further verify that based on the information obtained fromm_ the Municipally. i~f~.~nchorage files and from my investigation and inspection, the on-site water supply ,,nd/or wastewT~tei'~is~osal system is(are) in compliance with all applicable Municipal and State codes ordinances. ,an~.,re~plationsineffectatthetimeofinstaIlafion..C~,f~ro,~o~, .~,t~ ,~r~, ~-~o,,~.,,- N~MeofFrm ~'/~ l~:,~' ff -]-~cA~ /¢~f .~.~r'~'~ ¢,,'/ Phone Address I ~/5".~ ~' ~c/~ .~,.z. Engineer's Printed Name ,/~r~c4~,~-,~,.~'~ ~; cJc)z,' lo/ Date ~,~,~'~ ?-3', Zoo?, DSD SIGNATURE "/ Approved for Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments Attachments: HAA Checklist Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: Municipality of An Omge Development Services Department Building Safety OMslon On-Sfie Water & Wastewater Program ~ 4700 ,South Bragaw St. P.O. Box 196650 Anchorage, AK g9519-6650 ,, www.cLanchorage.ek, us (9O7) 343.7904 Legal Oes=tpfion: A. ~ DATA. Well type r~/~. If A, B, or C provide PWSID # ...M. A, Date completed 197/~ ,~'~T ~Sanlta~,seal (Y/N) y' Totaldepth ¥0~' ft. Casedt0 '20 It. FROM WI~LL LOG HEALTH AUTHORITY APPROVAL CHECKLIST i..~ Z. 8i~,¢1r 1. U.,'c,o/~,~,~ Date of test Static water level Weft production WAFER SAMPLE RESULTS: C~?form. _ t~'. colonies/lO0 mL ParcellD: ot 7 - ¥/i -II We~! ~ h'm) Wires pmpedy protected (Y/N). y Casing height (above ground) I R AT INSPECTION $'7 ~. ~,9 g.p.m. Nitrate 0.'~ mg./L Other bacteda Date of ~ample: O/f/~o,:~. Collected e. SEPTIC/HOLDING TANK DATA Tanksize J'~' gal. NumberofCompertments, ,! Foundation deanout (Y/N~ /g Dapmsslon over tank (Y/N) Date of pumping ? / Z ~, / ~ ?- Pumper C. ABSORPTION FIELD DATA ~ colonies/100 mi. Date installed Cleanouts (Y/N) High water elmm Date installed ~ I tO/7/ Soil rating (g.p.d.A~ ar~/berm) "~c'~-.~,,Syetem type Lengl~ ! ~- ff. V~Idl~ f&" ff. Totaldepth ~ ft. E~. abso~on area ~ ~ Monitoring tube Date of adequacy test ~ / ~ / Zc:~p 2_ Results (Pass/Fail) Fluid del~l in ebsorl~on field before test ¥~.'~,Tn. Water added&-/T gal. Etapsed Time: ~ ~'g min. Final fluid depth fi,S':~'in. Absorption rote >= Any rejuvenatlon tmatment (pest12 mo.) (y/N & type) AJoe~ /<~o~.~, Ifyes, givedate ~/.~, Gravel below pipe ~ ff. Depression over field 'For ~. bedrooms New depth~Y. 5-~n. ~ o~ g.p.d. D. UFT STATION Date ~nsteiled Stze in galions 'Pump on' level at in. 'Pump off' level at iR. Manhole~.~ _ _~_ _ (Y/N) High water alarm level at in. Datum Cycles tested Meets ala~n & c~-c~lt requirements? F- SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/~ff station on lot ~' 5" ~ Absorption field on lot ,~$" ~ Public sewer main ~. A. sewe~;isepticsendceilne .~ ~" On adjacent lots On adjacent lots Publlc sewer manhole/cleanout Holding tank SEPARATION OISTANCE$ FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation ~ ' Property line ~' Absorption field Water main /~. I'~ ' Water service line '~ t o ~ Surface water '~ l ~o ' Wells on adjacent lots '~' t oc~ ' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line ~' '~' Water ~endce line '~ l~' Curteln drain ,~O-~' gee~ Building foundation 'Z '~ Water main J~J. ,4.. Surface water '~ lc,o' Odveway. parldng/vehlde~rage IO'+ ~fo ~-oe~ Weilsonadjacentints ~' too' F. COMMENTS G. ENGINEER'S'CERTIFICATION I ~ ~et I ha~ de~ ~m~h fle~ ~s and m~w of Mun~pal ~s ~at ~e a~ s~ms am ~ ~an~ ~ MOA ~ gu~gnes ~ e~ On ~ da~. ~gin~fs Pdn~ Name ~;~ ~ ~. ~o ~ HAA Fee $ Date of Payment Receipt Number (Rev. 12~01) Waiver Fee $ Date of Payment Receipt Number CT&E Environmental Sen,tc~ Lining Water A~alysis Report for Tota~ Coliform Ba~terL~ ~ ~ m~ MUST BE COMPLieD aY Wn~g SUPPLIER TO B~ CQM~L~ ~Y L~ORY SAMPLE DAT£: ~ Routine D~y Repeal Sample (for r~utlae simple 5ptctal eur1~e SA.MI%£ LOCATION ,. I:I Trsat~d Wat~ ~ U~tr~tld W~r Time Coll~ a Un~sf~ ~MM~MUO · Num~orcol~[~l~ mi. BACI~IHOLOGICAL WATER ANALYSIS RECORD MMO. MUG ~ T~ Colff~J Ytrlflcat~.: LTB }'eo.I Callfor~ CooJJrll~Ue~ · COLI£1RM ~,,,. [.~4~' ) ',', ~'- ,-, ,,,~, ,,~.,aori. r~uM-',,l~. I:fiVIN0hI,~.NTAL SRV 9{}75615301 T-990 P.02/03 F-480 ZTK CT&E Envlronmen',al Services Inc. CT&E Ref.# Client Nan~ Project Name/~ Client Sample ID Mntr~ Ordered By ~WSID Sample Remarl~: 1025042001 Flauop Technical Sty. Lot 2, Block 1, Woolev~ 1.2, Blk !, Woolever Drinking Water 0 All Dar es/T'tmes are Alaska Standard Time Prloted Date/Time 08/21/2002 15:43 Collected Date/Time 08/0~/2002 14:30 Received Date/Time 08/09/2002 16:00 Technl~l Director Stcpb.~rl~e Released By ~/'//~ Aluminum Arsenic Calcium Chromium Copper ~an~ Phospho~ Potassi~ ~ium Silicon Sa~cr Zinc ~1o~ Fluo~e Ni~N Niuil~-N Total Di~lv~ Solids HCOI Al~liniW ~ A~li~i~ OH Alii(airy pB Alkalinity Totfl Colifo~ 26.7 2.OO U 54.1 0.100 U 39lo0 4.00 U 1.86 453 0.400 U 105O0 25.2 $00 U 500 U 24500 $?10 1.00 U 17.7 0.217 0.339 0.200 U 36.5 211 O.OO O.OO 36O 8_3O 120 o PQL Units Medsod 20.0 ug~L EPA 200.8 2.00 fig/L EPA 200.8 3.00 ug/~ EPA 200.8 0,100 ug/L EPA 200.8 500 ug/L EPA 200.8 4.00 u~ ~A 2~.8 1.00 u~ EPA 250 u~ EPA 2~.8 0,400 u~L EPA 2~.8 5.00 u~ EPA 2~.8 ~0 u~L ~A 2~.8 ~0 u~ EPA 200.8 ~00 u~ EPA 2~0.8 10~ u~L ~A 2~.8 1.00 u~L EPA 200.8 2.00 u~L ~A 200.8 2.~0 m~ ~PA 0.2~0 ~ gPA ~.0 0.200 m~L ~A ~.0 0.200 ~ EPA 300.0 2.~) m~ ~A 3~.0 SM2O 2~20~ S~2~ 2320~ 5M20 23200 i.00 u~o~ SM 2510B 0.1~ pHuni~ ~PAIS0.1 ! 0.0 ~L SM20 2320B co~l~ AUowabte Ps~p AnalysL~ ! (mils Date Dale Init 0~/1fi/02 KGF (<~50) 05/16/o2 KGF ¢<,-2000) o5/16~o2 KGF (<=51 08116102 KGF 08116/02 KGF (<~100) 08116/02 KGF (<-3~) 0~16~2 KGF (<=15) 0~1~02 ' 0~1~2 {~501 0~16~2 08/1~2 05/16~2 0~1~2 (<=100) 0~1~2 KG (<=5000) 0~1~2 (~50) 0~2 05/10m2 (<-500} 0~14~2 I 0~13~2 SE 0~13~2 05/13~2 SI 0~2 (6,5-8.51 0~J/02 05/13/02 ' S LOT I S 89'59'30' E 118.68' SEP~C C!..EANOUTS N 89'59'30' E LOT 2 158.70' LOT 3 t~ ~ SUR~EY TYPE PLOT P~ ~ LOT ~ S~R VE'Y C~..R~IRCAll0~ -S ': ;; ~ ~. Prep(:red b~ ~Rober~ . E:. .,Johns, ~Jr. '& Assoc. · ' ,-~ Professional Land Surve~rs . M-nlcipality of Anchorage Development Services Department Building Safety Division On-Sitc Water and Wastcwatcr Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99619-66~0 www.ci.a~chorage.~.us (907) 343-7904 Waiver Review Worksheet WRY: WR020066 PIO$: ~17-411-tl Date Received: 8/23/02 Legal Description: Woolever Block t Lot 2 Engineer, Theodore F. Moore Flattop Enoineerln~ Applicant: Gary & Merle DeDDS Waiver Requested: 86' from seeoaee 6It to water well Criteria: Geology A. Water Table B. Soil Sorpfion C. Permeability D. Water Table Gradient E. Horizontal Separation HA#: HA02~426 Permiff/:: Point~: Total: O Waiver Is Granted: ~/ Waiver Is not Granted: List Conditions or Reasons for above: Name of Reviewer Rec$: 24636 Amount: $1.000.00 Date Paid: 6/26/2002 Municipality of Anchorage G~orge P. Wuerch, Mayor Building Safety Division P.O, Box 196(Z~0 * 4700 S. Bragaw Str. cct Anchoragc, Alaska 99519-6650 * (907) 343-8301 http://www.ci.anchorag¢.ak.us 8~8~002 Theodore F. Moore, PE Flattop Technical Services 14530 Echo Street Anchorage, Alaska 99516 Subject: Waiver Request for Woolever Subdivision Block 1 Lot 2 Waiver Request #WR020065 Parcel ID #017.411-11 On-Site Systems Adequacy Certificate Number HA020426 Public Workq Dear Mr. Moore: Your request for a waiver of the required 100 feet horizontal separation bom the absorption field to private well has been approved. The approved separation distance is 85.0 feet. This waiver approval applies to the existing absorption field to private well separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, Daniel J. Roth Civil Engineer On-Site Water & Wastewater Program I I ~.F..¢.$. ~. w.O,. ro. $.c.R.O. 8E~RoelP ~ 17' .'. ~.0 I~ ,9 Or1 u~rl4 Co~U$tOE~oZ.E 5'l~.r Co~,~&~vT' 7'14~T 4.0 /.8 ~.4 August 23, 2002 14530 ECIIO ST. ANCHORAGE, ALASKA 99516 On-Site Services M.O.A. DSD P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: By means of this letter I am requesting issuance of a separation distance waiver allowing the existing seepage pit serving the 2-bedroom residence on Lot 2, Block 1, Woolever S/D, located at 12500 Toilsome Hill Road to remain in its present location, which is approximately 85 feet from the private well serving the same lot. We are also requesting issuance of waiver allowing the seepage pit to remain within 0 feet of the west lot line. A site plan, well log, soil test information, sewage disposal system as-built inspection report, adequacy test information and comprehensive water test results are enclosed for your review. The wastewater disposal system was in~talled in September of 1971 and consists of a 1290-gallon concrete-block septic tank that discharges into a 15' by 15' seepage pit containing 2 precast concrete rings with an effective depth of 6 feet. Contrary to information contained in other documents in your files, the standpipe for the seepage pit is 96 feet from the well and 7 feet from the lot line. I have indicated on the site plan a possible configuration of the seepage pit, which is entirely within the lot lines, but possibly encroaches as close as 85 feet from the well. According to the enclosed driller's log, the well serving this lot was originally drilled to a depth of 177 feet in 1971, and now has a total depth of 405 feet. On August 9, 2002 1 conducted adequacy tests of the well and septic systems serving this lot. The initial fluid depth in the seepage pit was 38 inches and the addition of500-gallons ofwater in one large dose from a pump truck caused the fluid depth of increase to 68.25 inches. This level receded to 46.75 inches over the next 2 ¼ hours, at which time I started adding carefully measured amounts of water from the well. The addition ofanother 517 gallons of water from the well at an average rate of 3.7 gpm caused the fluid depth to increase to a maximum of 59.5 inches; once the flow of water was stopped the fluid level receded to 45.6 inches within 2 ½ hours. Based on this performance I concluded that the seepage pit is still functioning adequately for a 2- bedroom residence. At the start of the well flow test the static water level was at 57 feet below the top of ibc casing. Steady pumping of 517 gallons of water from the well at an average pump rate of 3.7 gpm caused the water level in the well to be gradually drawn down to 368 feet below the top of the casing. Once the pump was turned off, the water level inside the bore hole recovered at an average rate of 0.68 gpm. This rate is more than adequate for a 2-bedroom residence, and combined with the large amount of underground storage in the bore hole should provide a satisfactory water supply for the residence. Water samples collected on August 9, 2002 were satisfactory, showing 0 coliform or other bacteria and 0.339 mg/l ofnitrate-N. The separation distance from the well to the septic tank is 65 feet, which was legal at the time of installation and therefore should not require a waiver at this time. The seepage pit was reported as being 25 feet from the lot line, whereas it actually appears to be immediately adjacent to the west lot line, so a waiver is requested allowing it to be 0 feet from the lot line. Since this lot line abuts a platted street, this creates no conflict with present or future wastewater disposal systems. Thus, we recommend that you grant the requested lot line waiver. A related issue pertaining to a 40% slope in the area ofthe seepage pit was resolved in 1971, and the system continues to function adequately with no indication of effluent ever surfacing through the steep slope. The following is a breakdown of how waiver assessment points could be assigned using ADEC's 1985 "Separation Distance Waiver Guidelines for SCRO". The information upon which these numbers is based was derived from the well log, available soils information, and field measurements. Category Points Distance to water table (57' - 8' = 49') 5.2 Soil sorption (9' fract, rock ~ 1 + 40' solid rock ~ ?), say 1.0 Permeability (9' fract, rock ~ 0.9 + 40' imp. rock ~ 3)/49 2.6 Water table gradient (10%+) 6.0 Horizontal separation (85') 2.4 Total 17.2 Based on this point assessment it appears that the requested ~vaiver can be safely granted without concern as to potential contamination of the well from the septic system. The fact that the system has been operating in this configuration for over 30 years and the water sample test results indicate 0 coliform or other bacteria and very low nitrates is additional tangible evidence in support of issuing the waiver. Please give me a call if you have any questions on this waiver. Thank you very much. Sincerely, Ted Moore, P.E. R 100' FROM WELL LOT 1, BLOCK 1 WOOLEVER S/D SEPTIC' AREA ! ! ! 'I290-GALLON ~ 100' DRIVE ".. 15'x15' ~", ,, SEEPAGE~ 'PiT " LOT 2, BLOCK WOOLEVER SlD LOT 2, BLOCK 2 WOOLEVER S/D NO SEPTIC WITHIN 100'. ! / NO SEPTIC WITHIN 10~ LOT 3, BLOCK 1 WOOLEVER S/D LOT 2, BLOCK 1, WOOLEVER SID WELL AND SEPTIC SYSTEM SITE PLAN FLAI'~OP TECIINICAL SERVICES 1 INCH ~- 40 FEET 14530 ECIIO STREET DRAWN BY TFM ANCI IORAG -E, ALASKA 99516 AUGUST, 2002 NOTE: THIS IS NOT A SURVEYED PLAT. ALL LOCATIONS SHOWN ARE APPROXIMATE. MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH DEPARI~IENT OF HEALI~ AN[) EN~VIRONMENTAL PROTF£TION APPLICATI(}6] [,~DR HEAIf]}] AUTHORITY APPROVAL CERTIFICATE 1, General Infornmtion Application Date ........... (a) Legal Desc~tl}tion (include .lot, bloc~, ~ubdtvision, section, tcwnship, range) Lo~tion (add~ess o~ directions) ~dl~ Instltutlo~ , ~r~l. u~].~e~ , (e) Applicant is (check.. o~) (d) Lending Institution ~'~'f~4.~]l]~/~e~[~z)~ (e) l~al Estate ~. & A~ent ~ ~. ~-, ~ f _ Add~ess Telephone Ntm~ber of Eedroom~ z Note: ~f c~unity ~11 system, must haw~ ~:itt~n confir~t:icn f~-cm~ the State [~,,pa~r~e. nt of 5hvironm~ntal Conservatiol~ attesting to the legality and status° Is the well adequate fo~ the num~x.~r of becb:oo~ sl~.~cified in this [~AA (_Y_._/...N_) Is the wastewate~ dis~sal system adequate for the r~rn~: of ~drcc~s .~.~ ................ [Page 1 of 2] 2 ~- 1. 5.-. 8 4 5.._Eo~j?_!er__i_n~q Firm t~ovid__ij}g_~n~sj~c__'tions, Rlests, [knta and Infor~.tion I certify that I have c~.~cked, verified, or conforn~d to all MDA HAA Gutcl~liT~s in effect on tl~ ~te of ~'~is ips~ction. Si~d ~ ~-~ ..... ~' Date ~),/~ f~ (ENGINEER SEAL) Approved for~to0 b~dr oon'~ Conditional Terms of Conditional App,.oval .......................................................................... ~]~e Municipality of Anchorage Depa~tme. nt of ~alth and Environmen[:al P~otection d~s not guarantee the continued satisfactory j~f!o~rL~an~ of t~ wat:e~ supply and/~~ the was~wate~ dis~sal system, l~is approval, indicates that, as of tl~ validation d~te sho~m a~, ~d on t~ ~ta and info~tion furnishod ~ ~n engi~or regi~te~d in the Stat~ of ~aska, ~e water supply and wastewater disposal system is safe and rune-. tional fo~ the n)~r of h~dr~ ~d ty~:~ of structure indicated. 'l~ Mai]. the H~A to t:l~ fol].o~ing adck?ess: KB2/d5/s [Page 2 of 2] 2--15--84 A. W~LL DATA MUNICiPALiTY OF ANCHORJ, GI~ DEPT, OF HEALTH & ENVIRONMENTAL PROTECTION MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 Legal Description: Well Classification Well Log P~.esent _(Y/N) Total Depth /~,, ¢- Cased to Static Water Level 8o' Casing Height Above Ground ~/ t! Electrical Wiring in Conduit (Y/N) Separation Distances from Well: RECEIVED If A, B, C~ C, D.EoC. Approved(Y/N) __Date Completed ~ .~,/~' ~, ~.,~ ~. Yield ~/~ '/' Depth of Grouting. /l./,.~t Pump Set At ?u ~- Sanitary Seal on Casing (~) ~esslon ~ound ~l~ead Water Sample Collected By Water .Sample Test Results Ccm~nsnts ~- ~.~',.(, TO Septic/~{olding Tank on Lot ~ / ~.,~e.. ; ~ ~joining ~ts To ~a~st ~ge of ~so~ption Field on ~t /op ' ; ~ Adjoining ~ts To Nearest Public ~ Line ~ To ~est Public Clean, t/Manhole /P~-~ TO ~est ~ ~rvi~ Li~ B. SEPTIC/HOLDING TANK DATA Date Installed /~7/ Standpipes (Y/N) Depression Over Tank (Y/N) Size ~ ~,// No. of Ccmpa~lents~/ Air-tight Caps (Y,/N! /~_Foundation Cleanout (Y/N) ~ /~ Date Last Pumped _/~ Pumping/Maintenance Contract on File (Y/N) ,~//~ .; for ~//,4 Holding Tank High-Water Alarm (Y/N)/d~ Te~porary Holding Tank Permit (Y/N) /~'/~ Separation Distances f~am Septic/Holding Tank: To Water-Supply Well ~ / To Property Line /~ Y To Water Main/Service Line Course '-. ~- ~,¢,'.,,tr'~'~'- ~J"} b'~ ,,~...d.)__ .," To Building Fc~Jndaticm To Disposal Field To Stream, Pond, Lake, o~ Major Drainage 2-15-84 Ce ABSORPTION FIELD ~ATA Soils Rating in Absorption Strata Date Installed /~7 f Width of Field /3-' Type of System Design Length of Field /~--" Depth of Field ~ / Standpipes P~esent (Y/N) .~/ Square Feet of Absorption A~ea ~o ~ Depression over Field (Y/N) /b/ Date of Last Adequacy Test Results of Last Adequacy Test ~5~,2c~ 7~ Separation Distance f~cm Absorption Field: To Water-Supply Wall /~ ? ~ To P~ope~ty Line /~ ~- To Building Foundation ~ ~- To Existing Or Abandoned System on Lot /~-~._ ; On ~joining Lots ~3 7~ To Wate~ Main/Service Line ~ ?x-~ To Catbank(if present) To Stream/Pond/Lake/c~ Major D~ainage Course /~'~__ TO D~iveway, Parking A~ea, o~ Vehicle Storage Area /~ ~- LIFT STATION Date I~ustalled Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes(Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles du~ing Adequacy Test. Msets MOA Con~nts Company KB1/dS/s ** Check Permitted Bed~ocm Rating Against HAA Request I certify that I have checked, verified, o= confo~,~ed to all MOA HAA Guidelines in effect on the date of this inspection. ' ,~- MOA No. Hq-- ~7-~// ~*.'-4~N~.~gS '.*~< [Page 2 of 2] 2-15-84 ANCHORAGE/WESTERN ~ISTRICT OFFICE 437 "E" STREET, SUITE 303 ANCHORAGE, ALASKA gg501 274-2533 October 15, 1984 Hr. Tobben Spurkland, P.E. 203 West 15th Avenue "C" Suite 203 Anchorage, Alaska 99501 SUBJECT: Lot 2, Block 1, Woolever S/D~ Anchorage (8521-WA-,049) Dear ~r. Spurkland: The Department has evaluated the Subject system and finds that it was installed under Title 7 Alaska Administrative Code, Sub-chapter ~, therefore the original approval is still valid and no waiver is required so long as the system serves a two (2) bedroom single family residence and contimues to work as designed with out failure. If at anytime any portion of the system requires' up grading, the system ~ill have to be up graded to existing Code. Sincerely, Bruce E. Erickson District Engineer ~EE/dd HEMICAL & GEOLOGICAL LABORATORIEb OF ALASKA, INC. TELEPHONE (907) 562-2343 ANCHORAGE INDUSTRIAL CENTER 5633 B Street Drinking Water Analysis Report for Total Coliform Bacteria TO BE COMPLETED BY WATER SUPPLIER WATER SYSTEM: F-~T--T~[----J (') See h on back ,1.13. NO. Mo. Day Year SAMPLE TYPE: "~O Routine Check Sample (for routine with lab ref. no. [] Special Purpoee sample [] Treated Water ~Untreated Water SAMPLE NO. 1 3 4 5 LOCATION Time Collected Collected IBy TO BE COMPLETED BY LABORATORY Analysis shows this Water SAMPLE to be: [] Unsatisfactory [] Sample too long in transit; sample should not be over 30 hours old at examination to indicate reliable results. Please send new sample via special delivery mail. Da,e Race,ye.. O'//'? Time Received Analytical Method: [] Fermentation Tube I~..Mernbrane Filter Lab Ref, No. Result* Analyst J ET] I-7-] L-~ BACTERIOLOGICAL WATER ANALYSIS RECORD READ INSTRUCTIONS BEFORE COLLECTING SAMPLE Membrane Filte~ Direct Count Verification: LTB___ Final Membrane Filter Results BGB. Timm __ TNTC = Too Numerous 'To Count Collformll0Oml Coiltorm/100ml a.m.