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MOUNTAIN VALLEY ESTATES BLK 3 LT 4
Mountain Valley Estates #1 Block 3 Lot 4 #050-631-04 Municipality of Anchorage Development Services Department / Building Safety DMsion ' On -Site Water and Wastewater Program. 4700 S. Bragaw SL P.O. Box 196650 Anchorage. AK 99519.6650 Page of www.el.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW040 '19 PIDNumber. 050- 631- o Na.0 Wastewater System: ❑ New CK Upgrade pake; C_k 9e•10, AO ess 49%6 94, 5 ABSORPTION FIELD Prone MnD«aeMvwnc3 D DwP TmWh O SMroo TrwT p(aM t]Mana Do~ la RMWV Taal Doper fan "ital grader. LEGAL DESCRIPTION O.� F F 9�ak: La: SieaM,ion: •� Domer b Pb• aoeom can edaiwr anQc WM deN• Ew•N Ppe. 3 0.5 Ft iPM+,M1d PHge Seaarc • F4~81,0 010 Wads: G," Lwpec a 9 G,e. eldOx M«waaane,: aaHw wkwH+lkwe Well: iA . ❑ New ❑ Upgrade 21 F. I 1 p�-Fl Ge„M1cekav lPMeu. .G3- -El— Total DepR eased W. ToMlsbaxp••n Hee: q6q 162-1r, P.. SC1,Cd.. D Ft. R Drell Dole DNNC. Swdc Weser Levet MbeK. aMd n P4 Re114�a a Z: o nHdPwnp s« .t ee,Ho H•w+�eee. GrowrS TAN K GPM Ft. FL SEPARATION DISTANCES ® Septic O Holding S.T.E.P. ❑ Other. To Septic Absorption LM Holding PuttkMrWal M"'''d1"1 cagwy From Tank Field Station Tank SeeerUne bora A^Y1 1000 G•' �� Nump« a Campanmerxe wen 9Ae }t00 }100 2 ^ — — LIFT STATION Sat. M«MIIKI✓Vf La Lw 410 }10 }t0 500 DM. ARG e, Tcw. 'F"on' MvHso. -Pwryolrl srt: «qn wi«Herrn el. FaMHbn 5 19 21.5 S(10 k :30 Pup Make A Modal Elagnul Ywpamme poll, 4 ey anHnNen .. -- orooco S E.1e! £ elril. AIG. P•n' , BENCH MARK j0O FL Engineer's Stamp 41 Inspections performed by: kam Sp Dates: 1" 61421.1rZos 2"d 4o ?IAD C* ut 5 Developme t Services Department Approval �e Reviewed and approved by: Date: $&3pP j (Am 12M) I _ I {r LOT 3 I PS 0 ZS 50 SCALE, I' _ I I LOT 4 FT. \ ¢ Well \ � i T l� Well I scarf > 30% I , I A ABA NDO L 1 scarf > 3ox 500 eu SIP EXISTING 100 GAL C SEPTIC NK y � scarf box I � \ 615TAWD KW DRAM FW \ 21TT*W ,ga n cOMc swW Tex � AC = 11• 6C a r 1 1 DRAIN FIELD I _ 1 1 I 3sx � 1 AD = 16.5• BD s 11' �: {t r' =; �}• Af a 20.5' Of s 14' 49th W AF s 21.5' or s15' �.....6.,,,,,«.....«...... f«�.�...�..�% i.« AG a 25.5 = 19' ac O SPURKLAND W410Y MARK O B BOTTOM SVW s 100 TT TOBBEN SPURKLAND P.E. MOUNTAIN VALLEY ESTATE #1 SEPTIC SYSTEM ASBUILT 203 W 157H. AVENUE BLOCK 3 LOT 4 DATE.- AUGUST 8, 2005 ANCH. AK. 99501 MILE 5.3 HILAND ROAD, EAGLE RIVER SHEET. 1/3 GRID. SW6 907 179-3916 11 PERMIT # SV040299 PID # 050-631-04 HVE03042R.D76 28 1-I/4• SaMU 40 PW PT4m STANDARD BED 2/TTX 28 FT 1 fl. of Cover MONITOR Tonsollmu r rrar� t ravroa '...` PT4m STANDARD BED 2/TTX 28 FT 1 fl. of Cover MONITOR Tonsollmu r rrar� -'J 49th SPURKUWD 300 yr/ EM Swum low G tM1C 'h��i�p��• RESUAWAL ,RAVE' 10. I003 BENCH A1ARK. BOTTOM SIDING ASSUMED ELfV. 100 U TOBBEN SPURxuND P.£ MOUNTAIN VALLEY ESTATEll SEPTIC SYSTEM SCHEMA77C 203 W 15TH. AVENUE ) 2005 A 9 501 DA TE. ,VILE 5.3 HLAND RO DT EAGLE RIVER SHEET.• 3/3 GRID .AUGUST •SW658 PERMIT NO SWO40299 PID N YVE03043.OWG '...` .. •t Y M1 wNIWn ilf1: s E+9.1' -'J 49th SPURKUWD 300 yr/ EM Swum low G tM1C 'h��i�p��• RESUAWAL ,RAVE' 10. I003 BENCH A1ARK. BOTTOM SIDING ASSUMED ELfV. 100 U TOBBEN SPURxuND P.£ MOUNTAIN VALLEY ESTATEll SEPTIC SYSTEM SCHEMA77C 203 W 15TH. AVENUE ) 2005 A 9 501 DA TE. ,VILE 5.3 HLAND RO DT EAGLE RIVER SHEET.• 3/3 GRID .AUGUST •SW658 PERMIT NO SWO40299 PID N YVE03043.OWG ED'S ELECTRIC INC. ' P.O. BOX 210767 ANCHORAGE, AK 99521 July 1, 2005 Pat Reiland 4916 Hiland Road Eagle River, AK 99577 To Whom It May Concern: Subj: Septic lift station, 4916 Hiland Road ANCHORAGE (907)272-4591 Fax: (907)272-4590 Ed's Electric, Inc. installed electrical on subject project to the code requirements of the National Electrical Code & Municipality of Anchorage. Homeowner installed wiring from electrical panel and lift station to the septic panel. Thank you, Dwayne R Br s Ed's Electric, Inc. DZunieipalii,3T of Anchorage P � P A V t: M Mm 1!M67O - Anchorage, Alaska 1Mk519-6650 * Telephone (!X)7) 343.&'101 • rar (!X)7) 343.822) I 11KY-0 1-1 47(X) Dragaw Strccl - Anchorage, Alaska 9!x507 \ser c r u�a�c.munLoag Mayor Mark Begich Building Safely Dit9sion 8/24/2005 Spurkland Engineering 203 West 15th Avenue, Suite 203 Anchorage, Alaska 99501 Subject: Waiver Request for Mountain Valley Estates Subdivision, Block 3, Lot 4 Waiver Request #WRWR050066 Parcel ID #050-631-04 Permit # SW040299 Dear Mr. Spurkland: Your request for a waiver of the required 100 feet horizontal separation from the septic tank to the private well has been approved. The approved separation distance is 98.0 feet. This waiver approval applies to the existing septic tank 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, Julie Makela, P.E. Civil Engineer On -Site Water & Wastewater Program Community, Security, Prosperity Municipality of Anchorage Development Services Department ♦ +.r Building Safety Division On -Site Water and Wastewater Program ° 4700 Bragaw Street s • ' ` T T P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.nnchorage.ak.us (907)343.7904 Waiver Review Worksheet WR#: WR050066 PID#: 050-631-04 HAM Permit#: SW040299 Date Received: 8/1612005 Legal Description: Mountain Valley Estates Subdivision, Block 3. Lot 4 Engineer. Scurkland Engineering ; r. ,: t • t .' Applicant: Mr. Pat Reiland Waiver Requested: 98 feet from septic tank to private well on subiect property Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation lo.C� Total: I I o, ................. .......................sessee......... .......................0 Waiver is Granted: Waiver is not Granted: List Conditions or Reasons for above: Date: ........esesse...............s.......... Amount: $920.00 of Reviewer ...............................r Mountain Valley #1 Subdivision, Block 3, Lot 4 Parcel ID: 050-631-04 Waiver for 98 feet from existing well to existing septic tank on subject property Issued August 24, 2005 General 1. Total coliform and other bacteria were not detected for the water sample collected from the well on the subject lot. 2. A nitrate result of 2.66 mg/L was reported for the water sample collected from the well on the subject property. 3. The well on the subject property was completed on June 30, 1983 at a total depth of 160 feet with bedrock from 13 feet to the bottom and a static water level of 51 feet. The well is cased to a depth of approximately 19 feet. 4. The septic tank was installed on August 12, 2004. The bottom of the septic tank Is approximately 10 feet below grade. 5. The septic tank Is located cross -gradient of the well. The subject property is located downgradient of Chugach State Park. ADEC Criteria Points Water Table 5.0 Statis water level on 8/8/2005 51 feet Assumed total depth of septic tank -10 feet 41 feet x=1/45+5.0 x=5.02 Soil Sorotian 1.1 Overburden 0-2 feet Clay gravel 2-13 feet Bedrock 13-160 feet (3/41 x 2.5) + (38/41 x 1.0) =1.11 Permeability 1.1 Overburden 0-2 feet Clay gravel 2-13 feet Bedrock 13-160 feet (3/41 x 23.0) + (38/41 x 0.9) = 1.05 Water Table Gradient 6.0 Assume +10% slope Horizontal Separation 2.9 98 feet between well and septic tank x=23/25+2.0 x=2.92 Total Points 16.1 As per ADEC waiver guidelines a point value of 16.1 is almost sure to be free of any form of contamination from household sewage. Environmental Consulting and Design August 8, 2005 Municipality of Anchorage Development Services Department On Site Water and Wastewater Program 4700 South Bragaw St. Anchorage, Alaska 99516 Subject: WAVIER REQUEST LOT 4 BLOCK 3 MOUNTAIN VALLEY ESTATES #1 PID 050-631-04 Dear Ms. Makela We are applying for a waiver of the separation distances required between the septic tank and the well serving this lot. A new 1000 gal steel tank was installed on August 12, 2004. The separation distance between the septic tank and the well on lot 4 is approximately 98 feet. A soil log for Lot 4 Block 3 Mountain Valley Estates #1 show silty, gravelly sand to a depth of 5 feet, fractured bed rock was encountered below 5 feet. The percolation rate of the sand material is recorded as 2.5 minutes/inch. The lot slopes to the east, which in the event of a system failure, would tend to carry any surface effluent away from the well. A permit was issued to install the well on 6-6-83. The well log for the well serving Lot 4 Block 3 Mountain Valley Estate #I indicates the following soil layers: clay, gravel, and boulders followed by bed rock at a depth of 13 feet. The well is 160 feet deep. On August 8`", 2005 the static water level was at 51 feet below the top of the casing and the flow rate was 6.6 gpm. Total coli form and other bacteria were not detected in the water sample collected from the well on the subject lot. A nitrate result of 2.66 mg/I was reported. This is below the required standards. 203 West 15'h Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEngCagci.net "Aiv✓k P=Mr FEE: 2o." PAYMENT DATE: ,6 it, or RECEIPT #: 7 2I S5 Environmental Consulting and Design Waiver Request: 97 feet from septic tank to well. Attached are the soil analysis for L 4 B 3 Mountain Valley Estates, an As -built showing the location of the well and the septic system, and water sample results for coli form and nitrates. Well logs for lots 3,6,7 block 3 and lot 16 block 2 Mountain Valley Estates #I At this time we are applying for an On Site System Approval, and request that a formal waiver be granted. if you have any questions or are in need of additional information please contact me at 279-3916. Sincerely, __ .S 0440 Lars Spurkland 203 West 151° Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng@gcLnet Municipality of Anchorage 4ENGINE .S �tlj+1e� Developmenl5ervtyDi Department Building Safety Division .,. • � p �y1 On-Site Water and Wastewater Program �: a 4700 South Bragaw, Sl. �� P.O. Bas 196650 Anchorage, AK 99519•6650 Tobben Bper{lod , y. w w ci anchaaoe akM (907) 343-7904 Soils Log - Percolation Test -eros ed For: 'PAr 1 Rtcu 1) 7 L t LA N D Date Performed: Ls_a Descr:pt,on: Vall-(y e!)141e De -,:h ::1.... E)iTS 12p 120C.K v,,ASCR0LN0YU7ER No ENCCUxTE%S0T s IF YES. AT WHAT DEPTXTr1"1 L —a _Y_ 0 Deplh to Ylaler AfterF LloniloringT E Dat.: I Reading I Dale I Gross Time I Rel Time I Depth to Nlaler I Net D•a I 1C �z 1 2: o ItoH 1 N I t a� '/ I IC l i : ;,;o I 10 I G a�Z ! I i0elt I I Oi:DL` I 10 I /c �L I C q 1 1c, 10 rI 2 I = 20 10 • /i r/ 7 S 301 Iv 4,10FRCCLTICX PATE aEIryRItl.YtN FERC h:CLE DI:',I'cTE4 _� TEST FUNS-TYle E11 _1_FT P.40 X FT / r _ =E?=G'R%IED eY. /�.� r6'f N 1 . s Cr rti1AH CERiIF'(7liniT i$TES •:::.5 'E?=CR:tED IN ACCORDANCE Y:IT ALL STATE AND MUNICIPAL GUIDELL ES W EFFECT Ott Ti.IS DATE. DATE: ?�R O i•:��! .. 200 W. POTTER DRIVE I ANCHORAGE, ALASKA 99518 SGS/CT&E ENVIRONy,ENLAL��E�,,ICES Tel: 907-562-2343 Fax: 907-561.5301 i Lab Ref No. /'READ rinking Water Analysis 'Report for Total Coliform Bacteria INSTRUCTIONS ON REVERSE SIDE BEFOIRE COLLECTING SAMPLE 1 054343 rJ 43 /� 3 `I UST BE COMPLETED STEM ID WATER SUPPLIER 0 PUBLIC WATER S — — — IIILIIi�IIiII -�I ANATE WATER SYSTEM -` ❑ Send Results ❑ S'nd mace [3 Send Results p send Invoke wr snr. w^`Ka^Fa'9 ernr t G,ad New FY IUW �e •eOnFr Lbrp •bay 1 Gry SW SAMPLE COLLECTION: Data: nme: Location: Collector. Transported to Lab By: Same as collector Oth TO BE COMPLETED BY LABORATORY i Sample Recelvi cl: i Date: -2-- 132- -C* Time: Temp:_ Delivery Method: G Received By.— I'nnW Comments: Wr�bFFwn M.m.Ga,p.,p M.me Cn,ueNm ProiM II,nO� FY IUW �e •eOnFr Gry SW Zr SAMPLE TYPE: ❑ Sample over 30 hours old: Results may be unreliable ❑ as 9(7outlne ❑ Treated Water 0 Repeat Sample )E Untreated Water (refer to lab no. t ❑ Special Purpose ❑ RUSH SAMPLE Phone # Fax #: Bacteriological Water Analysis Record:' Sent to ADEC: �/ /;?Y,-27rMMO-MUG(PIA) RESULTS: ANC FBK NN Analysis Began: 7/:3 /eX1-- AafV1g�/ Trot I Collfonn: Date/time: Analyst: 7F E. Coll:. San' s" Client Anaytical Method: MEMBRANE FILTER RESULTS: �rrr(���' Phoned Q Faxed ❑ Direct Count ColoNealloomL Datern ne: Membrane Filter Ver1katlon: Spoke vAm: MMO-MUG (P/A) T , Lie: {BGB� "Satisfactory EC: ❑ Unsatisfactory TRC • Tae e,wrw r cp Reported By: Date?Ima:/ T—o f i s L C-0 ee .m>d„mua.,,, sv ... Form IS FIN. 0053 12/17/03 1WseslnasOIMK GroupOatalPubl[dCOCUMENnFORMSIappmvedlColl Form 121703.x1s �GS RlLN 1054343001 Client Name Tobben Spurkland P.E. Project Namdq Mt. Valley Estates #I Bk3 LI Client Sample ID Mt. Valley Estates # 1 Bk3 LI Matrix Drinking Water PWSID 0 All Dates/Times are Alaska Standard Time Printed Date/Time 07/21/2005 7:39 Collected Date/rime 07/15/2005 7:05 Received Date/Plme 07/18/2005 13:08 Technical Director Stephen C. Ede Sample Remarks: 353.2 - CCV/LCS failed high, sample reanalyzed and confirmed outside of hold for nitrate. Microbiology Laboratory Total Coliform 0 coVI00mL SM209222B A (<.1) 07/15/05 TLF Allowable Prep Analysis Parameter Results PQL Units Method Container ID Limits Date Date tnit Nitrate -N 2.66 0.100 mg/L EPA 353.2 B (<.10) 07/15/05 PLW Microbiology Laboratory Total Coliform 0 coVI00mL SM209222B A (<.1) 07/15/05 TLF MILE 5.1 J • �� MILE 52 j 63 L9 Y s v j' WELL. WEL g ZoG � I i p,+ g MILE 5.6 I 715I' I SW 658 158 Hiland Road Area Reference Map -1E 159 Y 160 ® COPYRIGHT 1989 JMR 08/22/2025 09:47 6682259 SLL.Lival PACE 01/01 Trr ift b trilling Kag I MC Co. COs SULLIVAN WATER WELLS P.O. BOX 272. CNUGIAK, ALASKA 99667 a TELEPNCNE 686.2759 OWNER OF LAND cf_AYAe.. cS /N • W < F d DEPTH OF WELL rand 1 ADDRESS Ft. to Ft. STATIC LEVELOF WATER FT. ,rD LEGAL DESCRIPTION _r 3 IL+C "1 [ ae i t frl AW DOWN FT. Ft. to Ft. DATE • Staged 10e41 Ended ZJe ZLi_ PERMIT NUMBER KIND OF FORMATION: FromQ_Ft. toC,2 Ft. D ag.< r From _FL to12_F1_21-00Z 1,,t A✓ 04 Y From --Ft. to Ft. f3 t ✓c 404,r From 1ZFt. to_Jii Ft. d Fet a e W GAIS.PERHR leo KIND OF CASING t 4i 4 From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. Fromlz:f Ft.to—L.3—FL —d J k Ft. to Fr From 6E I_ FL to—LV--Ft. A6,4,- p c rt From Ft. to Ft. From 1-4 J_Ft. toL 1`Ft. d,,T e e a • t< ! . From Ft. to Ft. From • FL to FLig. j #44 r! SEd+gza From Fi. to Ft. From Ft. to Ft. ►'i✓I From Ft. to Ft. From/ 1.2 Ft. tolSr�k_Ft. 96O1 p c « From Ft. to Ft. Fmm Ft. toFt. From—rt. to—Ft. From Ft. to Ft. From Ft. in Ft. From Ft. to Ft. From FL to Ft. From FL to Ft. IOSCL.IATORM ATION: 1e a 'ro r"vc G/` <z vr,.rc From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. Fsom Ft. to Ft. From Ft. to FL From Ft. to Ft. Froin Ft. to Ft DRILLER'S NAME<:--- lQl,rx.ifipb Drilling ung by DOC Co. dos SULLIVAN WATER WELLS P.O. BOX 272, CHUGIAK, ALASKA 99587 • TELEPHONE888-2759 OWNER OF LAND / fr7ri DEPTH OF WELL ADDRESS *") e. L,:' ?/-* 'i Y= •/` • STATIC LEVEL OF WATER FT yy. LEGALDESCRIPTIONL' /!. Yf,; r: .� ll�uu.u7i+.•a J•rr C�gAW DOWN FT. DATE -Started.?_ Ended ` �' GALS. PER FIR PERMIT NUMBER KIND OF CASING KIND OF FORMATION: From Ft. to '' Ft. �' "r'/'�liCiT. ••� From Ft. to..% i_FL I r ) rLo�J < •Tn'. rF/. From Ft. to FL -•`►i` G.ZA•r!=..• From ' Ft. to %• Ft. From From - •5.... FLta% ' rlFt.--lr'i� Ji'a4rS rrl/ From Ft. to—Ft.— oFLlFrom Ft. to Ft. From—Ft. Ft. to Ft. /r3'i=r.r%`+t From /-- ; Ft. to •'• I'I Ft. From Ft. to Ft IGP t.. 1 191It ,r P. Ft. to_pF'FLC From Ft. to Ft. Ft. to Ft. From Ft. to—Ft. Ft. From FL to Ft. From Ft. to Ft. From FL to Ft. From Ft. to Ft. From Ft. to FL From FL to FL MISCL. INFORMATION: From Ft. to Ft. IGP t.. 1 191It ,r P. Ft. to_pF'FLC From Ft. to Ft. Ft. to Ft. From Ft. to Ft. From Ft. to Ft From --Ft. to Ft Fran Ft. to Ft. From .Fl. to Ft. From Ft. to Ft From IGP t.. 1 191It ,r P. Ft. to_pF'FLC From FL to From Ft. to Ft. From 019E1 From Ft. to Ft. From Ft. to_RIEe. V.—t4 From Ft. to Ft. From Ft. to Ft. From FL to Fl. From Ft. to Ft. From Ft. to Ft DRILLERS NAME Municipality of Anchorage Development Services Department • +.� Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Spurkland Engineeri►w Legal description: Mountain Valley Estates, Block 3. Lot 4 The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on _ ❑ Calculation error in design. _ ❑ Additional soils information needed. ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. _ ❑ Topographic Information missing or inadequate. ❑ Incomplete; missing _ ❑ Incomplete; missing _ ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. _ ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils information submitted. _ ❑ Well log required. ❑ Omission in narrative. ❑ Insufficient fill over tank or field._ Name of reviewer: Julie Makela. P.E. Date: 5/12/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK 1,2 T 21J,1 11TD) F.E. 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907)279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 4 BLOCK 3 MOUNTAIN VALLEY ESTATE PATRICK REILAND Municipality of Anchorage June 9, 2005 Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street Anchorage, Alaska 99519-6650 We are resubmitting an application for the upgrade of the septic system for this lot. This upgrade will replace a system that was installed in in 2004, but has been rejected by the Development Services Department. This submittal and design are based on directives from the Department to rebuild the original drain field that was installed prior to 1990. Remove all material to 12 inches below existing distribution pipe and sewer rock. Replace removed material with filtersand to obtain 6 feet separation to bedrock. A minimum of 5 feet sand fill will be required. Percolation rate of filter sand lgallon per sq ft. Minimum required infiltration area. 450 sq ft. Mound dimentions 1500 ft 8" of Sewer Rock Insulate 2 ft of cover. 500 gal STEP tank This proposed system violates the following requirement of AMC 15.65. 15.65.06.A.I.c. Distance to slope steeper than 25%. System is located 10 feet from a60% slope. 15.65.06.11.1 Ground Slope. The original ground slope was steeper than 30% 15.65.06.11.1 Receiving soil layer. The original soil layer will be removed and replaced with imported sand. There are alternatives to this design that violates the 15.65 to a lesser degree. The installation of this septic system will not prevent wells and septic systems from being installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic system will change the general slope of the area. Ponding andlor concentration of surface runoff will not result from this installation. W o%.\ ' b,4d-% s oc \No A*-W%A w\aMo, 0.iC� � oC Sy ux�1sK61i� O\c1�Y Q� 's cbc`c� 6�A�. �.� L.�a, oo.5ac�cc, por�c;o�, c�s �co(xa1 Odd u?�\ Fa Municipality of Anchorage :P ' •, ti ; 1; Development Services Department %"'• Building Safety Division On -Site Water and Wastewater Program, 4700 S. Bragaw SL P.O. Box 196650 Anchorage. AK 99519-6650 Page of wwwci.anchorage.akus (907)343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SV ID D PID Number. b 50 — (off —b RMn. Wastewater System: ❑ New 03Upgrade Maas tjq 16 afe ep a eQ ABSORPTION FIELD P"Mo Rine« a B•epmr O Df.P rrMw, D sn.M. n.he, pew ManO p ouw LEGAL DESCRIPTION Sam Roma: eppm*e ToW Depel eam o6VW qwo. 0Z, 0-+ Laa al ' M Novi le Pro. Baum aem aftw pea: Gro"M MPm e« Proo. ✓ 4 "etikitcu" Vjjt4 t,.qjje_ 4- 1 FI. FI Ta^Mro RonpF S Fa oMw oboro alV W aroeo:.a� M LMg Grne[ —J Fl. J/ /J0 Fl. Well: New Upgrade wren I Rumewaa».: aMwrw Dowoe Wes. FI. FI eiotsduw lPMMo, A e• e% TPw Doper eaew W Tow M"'" ene PP"Macaw. Fl. FL bofl Ft // �� Y� 5,,L e", T C PVC, D•.v. �t t OMo a+l.o- SwkwaM Lo.M: MbMn DMo M.ew R/ A> FL 1 z Y." PumpsMM. Ca"M-V''An a'.7 TANK GPM FI. FL SEPARATION DISTANCES &{'Septic D Holding D S.T.E.P. D Other. To Septic Absorption LIR Holding PublkJPMet M"" W. .�� DePo y From Tank Field Station Tank Sewer Line C4 q,,,Ly �•� (p -p QGM W'" MMMw: ( / 7 t Ci\ ehlTDora ea.pon ' slemwMM LIFT STATION Sao. W. lA c v W Ln. Gal -PL" ore IwMK mpa 'Pur: Wph MIM MMm el FanpMron � ti n C~don Pump MFA. a Maw EMcbkai pMamw W BENCH MARK Lauum eM a.apnr / MAwnoP E�e"FYM 1 rpt Engineer's Stamp Inspections performed by:�+. Dates: 1M R-l,2-OLI Development Services Department Approval Reviewed and approved by: Date: 1 ' LOT 3 I 25 0 25 50 SCALD I' _ I I LOT 4 ( ICV 125 FI: Well \ I • Well I ` SLaWf > .1ox I I SLOWS ) SOx REPLACED EXISTING 100 GAL / SEPTIC NK I ABANDONEP-EW. INNG DRAIN J•JELDLenz SLa WTAULD I" AUN FW 15 ET w x aEAN arms `sw1Ar Tcz AC 11.1 8 AC 7.4 FT AD 2f a W 146 FF AC 79 1T K 724 /T BEACW MARK O 8 SOMM SCM c 110.15 FT < 3ox 4../l5d 49th 1 1 I 1 I I I IBFN SPURKLAND No. CE -2225 I VOOLR JrVRRURU r.C. MUUN7AlN VALLEY ESTATE I SEPTIC SYSTEM AS BUILT 203 W 907 2779-39/1 66 AK. AVENUE BLOCK 3 LOT 4 DATE: OCT 20, 2004 (NCH. 99 11 MILE 5.3 HILAND ROAD, EAGLE RIVER SHEET.• 213 CRID: SW6 PERMIT I SVO40299 PID # 050-631-04 HVE03042,DVG LOT 3 I 25 0 z5 50 SCALEt 1' _ \ I I LOT 4 fol, 125 150 Well \ � AT well SLOpC > 30% I , I ABAN I slop[ > sox � Q EXISTING 100 GAL 500 CAL SIP SEPTIC NK sl� sox I \ I wsutt my m4N ffw \ 15now swiMc rffx 1#MCM MW O 0 fi0nW SIM v 110.15 !T L \ ¢ \!I 49th W PEN SPURKLAND No. CC -2223 IUNHtN srUNKUNU P.L. MOUNTAIN VALLEY ESTATE 1 SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE BLOCK 3 LOT 4 DATE- JUNE 9, 1005 ANCH. AK. 99501 MILE 5.3 H/LAND ROAD, EAGLE RIVER SHEET, 2/3 CR/D: SW65 907 279-3916 11 PERMIT # SV040299 PID 9 050-631-04 MVE03042R.DVG T 115 STANDARD BED 15 FT X 30 FT 2 fl. of Cover •' ' �fo' ,SiwTq,aOcrt. � . . . ''UMiYUY:S.�A��77UIR: SAIJO.. � . REPRGCK 49th )BEY SPLRKLAND No. CE -22213 RE AL AWr 10, 2oa5 MON/TOR OE� Lx151MNG 1000 G4L. SEPW TANK BENCH MARK- BOTTOM SIDING I TOBBEN SPURKLAND P.E. I I MOUNTAIN VALLEY ESTATE #1 I I SEPTIC SYSTEM SCHEMATIC I 203 W 157H. AVENUE BLOCK 3 LOT 4 DATE: OCT. 20, 2004 019 9o�Nt ��b 9 SOl MILE 5.3 H/LAND ROAD. EAGLE RIVER SHf£T 3/3 GR/D: SW658 May 23, 2005 Julie Makela M.O.A. Development Services Dept. On site Water & Wastewater Program 4700 S. Bragaw st. Anchorage, Ak 99519 Subject: Homeowner Doing Waste Water System Installation As requested by you, a brief history of my construction background. I have worked in many phases of construction in the last 35 years, from working for the city of Mankato, Minnesota as a Civil Tech to direct homebuilding with contractors, which included all phases of construction. I have a BS in Industrial TechniO4 Education with an emphasis in Construction from Minnesota State University, at Mankato. Moving to Alaska in 1982, I continued my construction work primarily commercial jobs on Kodiak Island. I held a G.0 license from 1986-89 concentrating primarily on additions and remodels. I took D.E.C.'s class and held a septic tank installers license from 1987-89. Moved to Anchorage in 1991 and continued doing construction up until eight years ago when I started working for Hope Cottages as a maintenance tech.taking care of many phases of their properties, A d� jam113hr 3 - xv-e- y Environmental Consulting and Design May 20, 2005 Julie Makela P.E. Municipality of Anchorage Development Services Department On Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, Alaska 99519 Subject: Mountain Valley Estate ff I, Block 3 Lot 4 PID 050-631-04 Septic System Upgrade Dear Ms. Makela, On Tuesday May ITh, 2005 we surveyed the ground profiles across the 1980 drain field installation and the undisturbed ground ten feet south of the drain field installed last year. The plotted profiles are attached. The horizontal and vertical scales are both 1" - 10 feet. On May 18th three excavations were done at the location of the 1980 drain filed. These three excavation showed undiggable bedrock at 5.5 at all three locations. We also established that the sewer rock was one foot above the bedrock. The purpose of the survey was to obtain information needed to correct the problems with the 2004 installation. We believe there are two solutions to the problem: 1. Rebuild the 1980 bed. This will require that all the material above the bedrock be replaced with sand ( a six feet thick blanket, 15 x 30 ) 6 inches of sewer rock placed on top of the sand , and then insulation and two feet of cover. A lift station would be required. The resulting profile has been superimposed on the existing ground profile. Note that this results in a slope of approximately 2:1 for a total length of 50 feet and a elevation difference of 25 feet. Suggested solution H2 is to abandon the north 20 feet of the 2004 installation and add 20 feet to the south. Solid bedrock is at 8 feet with a layer of broken rock on top of the bedrock. At this location a sand blanket of average thickness of two feet will be needed as a leveling layer. With two feet of cover and a fill slope of 2:1 the resulting slope will be 25 feet long with an elevation drop of 12 feet. Solution #I is substantially more expensive than 42, without providing any additional treatment benefits or better code compliance. We feel that solution H2 meets the needs of the owner and request your concurrence. Yours truly, Tobben Spurkland Cc Pat Reiland 203 West 15r' Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng@gci.nct Municipality of Anchorage w(EN iNEEf 5 Scgl}rr A Development Services Department e • a J P k u n BuildingSaleryDivlsion ��� �� On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 19E650 Anchorage, AH 99519.6050k'aP�S >:,, f±•r�� ww, f 'L� w , mchorane.alt.us 4Q.i,-y „� ,�.}•;� (907) 3417904 ' `• '�✓ Soils Log - Percolation Test Date Performed: A., 1$ 2005 Fer'ormeC For. Pc}r•ck Rid ArA . --'/-1- 15;a1 Descrl;Gcn: Roll �A6j !J Lk LT4 Township, Range, Section: VALLtY SlopeSite$itePlan I Dep:h silly Gruv`zly Send oto Bhp Sil}y Ge4v l y S'4 9.0.11 3C- t) 2oG.1< 17• 2C VIAS GROUND YIATER ENCCU.^.TE=EJ? S IF YES. AT WHAT DEPTH? I. D,plh to Wale, Aher P A:onilorinq? E Dale FF RCWTICII PATE icR6 nRE CI::.1_ rc. TEST PUN Sirt/EErr FT AND FT P-TRZOW1120Py. Lars SnsA—X et I Cc;iIFYTP.ATTFa$TE.i7V;%-5 PER=OR',AED IN ACCORDANCEE Y;ITH ALL STATE AND MU`CCIPAL GUIDELINE IN EFFECT ON TrtS DATE. DATE: -$ IR —200-S fi i' .7.— 0 * --, - -, - - , , , - , I" 1 Municipality of that �- June 2, 2005 Spurkland Engineering 203 West 15'" Avenue, Suite 203 Anchorage, Alaska 99501 RE: ON-SITE WASTEWATER DISPOSAL SYSTEM UPGRADE; MOUNTAIN VALLEY ESTATES SUBDIVISION, BLOCK 3, LOT 4; PARCEL ID: 050-631-04 Dear Mr. Spurkland, This letter is in response to the septic system upgrade request for the subject property. Based on the information provided and site visits by staff, the most appropriate system upgrade option for the property is the rebuilding of the 1980 bed. Written policy allows for the rebuilding of a pre -1986 absorption field that encroaches a change in slope of greater than 25 percent under certain circumstances. The three circumstances outlined in the attached April 7, 2004 memorandum appear to be applicable for the property and the 1980 bed location. The 2004 absorption bed was placed on a plateau created on a slope of approximately 33 percent. The 2004 absorption bed directly abuts a slope of greater than 25 percent, which is a violation of Anchorage Municipal Code (AMC) 15.65.060A.1.c. Daylighting wastewater was observed flowing from the 2004 bed on March 31, 2005. The area to the south of the 2004 bed location is similar in slope. There is insufficient evidence to support that abandoning the north 20 feet of the 2004 installation and adding 20 feet to the south would prevent a similar event of daylighting wastewater. If you have questions regarding this letter, please contact me at (907) 343-7904. Sincerely, Julie Makela, P.E. Civil Engineer II On -Site Water and Wastewater Program Ce: Mr. Pat Reiland Co1J11riunity, Security, Prosperity P.O. Box IfniiO - Anchomgc. Alaska fkAil9.Gin() • Telephone (!N)7) 8X3 9901 * Fns (!M)7) a%3.822(X) WB 47M 11mgmr Slrcct - Anchomgc, Alaska 9(.207 Mgich r "v.numLorg Building Safety Division June 2, 2005 Spurkland Engineering 203 West 15'" Avenue, Suite 203 Anchorage, Alaska 99501 RE: ON-SITE WASTEWATER DISPOSAL SYSTEM UPGRADE; MOUNTAIN VALLEY ESTATES SUBDIVISION, BLOCK 3, LOT 4; PARCEL ID: 050-631-04 Dear Mr. Spurkland, This letter is in response to the septic system upgrade request for the subject property. Based on the information provided and site visits by staff, the most appropriate system upgrade option for the property is the rebuilding of the 1980 bed. Written policy allows for the rebuilding of a pre -1986 absorption field that encroaches a change in slope of greater than 25 percent under certain circumstances. The three circumstances outlined in the attached April 7, 2004 memorandum appear to be applicable for the property and the 1980 bed location. The 2004 absorption bed was placed on a plateau created on a slope of approximately 33 percent. The 2004 absorption bed directly abuts a slope of greater than 25 percent, which is a violation of Anchorage Municipal Code (AMC) 15.65.060A.1.c. Daylighting wastewater was observed flowing from the 2004 bed on March 31, 2005. The area to the south of the 2004 bed location is similar in slope. There is insufficient evidence to support that abandoning the north 20 feet of the 2004 installation and adding 20 feet to the south would prevent a similar event of daylighting wastewater. If you have questions regarding this letter, please contact me at (907) 343-7904. Sincerely, Julie Makela, P.E. Civil Engineer II On -Site Water and Wastewater Program Ce: Mr. Pat Reiland Co1J11riunity, Security, Prosperity DATE: April 7, 2004 MUNICIPALITY OF ANCHORAGE Building Safety Division MEMORANDUM TO: On - Site Services Program FR s ss, P.E. ger, Onsite Water Wastewater Program SUBJ: Slope setbacks from >25% In situations where slope conditions will not allow a wastewater disposal field to be located 50 feet horizontally up gradient from a change In slope to greater than 25%, as . required in AMC 15.65.060A1.b the following requirements apply: (As allowed by AMC 15.65.030.G) 1. A point shall be determined two and one half feet above the invert of the distribution piping of-thesepUcfieldat•the-field's-tosest-point4othe�topo-greater than 25%. 2. A line shall be drawn from this point and perpendicular to the distribution piping at a down slope of 25% in the direction towards the slope greater than 25%. 3. The intersection of this hypothetical line and the actual slope shall be a minimum of 35 feet horizontally from the point established in #1. 4. This 35 foot horizontal separation shall be the minimum allowed between a disposal field and a slope of greater than 25%. If a property has a wastewater disposal system that was constructed prior to 1986 and the absorption field encroaches a change in slope greater than 25%, an upgrade of the failed system may be approved In the same location If the following applies: 1. No other location exists on the property to construct an upgrade drain field with proper separations. 2. The engineer field verifies that no effluent ever surfaced on the slope surface. 3. The engineer maximizes the separation from the field to the slope as much as possible. 00.�..� Municipality ofAnehoi�e =.�°• 1 11.O. lbs MA 50 • Anchorngc, Alaska VA19-finB(1 • Tdcphonc (907) all-F.Wl • Po -s OW) W -82(m) s• err � 47011 Iimgmc Slrrct • Anchnmgc, .\Inslut J!1-707 a- I".....Lorg Mayor Mark 13cgicA Building Srtfcly Division June 17, 2005 Spurkland Engineering 203 West 15" Avenue, Suite 203 Anchorage, Alaska 99501 RE: ON-SITE WASTEWATER DISPOSAL SYSTEM UPGRADE; MOUNTAIN VALLEY ESTATES SUBDIVISION, BLOCK 3, LOT 4; PARCEL ID: 050-631-04 Dear Mr. Spurkland, This letter is in response to the septic system upgrade request for the subject property. The upgrade proposed in your June 9, 2005 letter is approved with the following stipulations: 1. The septic tank installed in 2004 shall be moved outside the 100 foot protective well radius or a waiver of the minimum separation distance requirements shall be obtained. 2. The area leveled for the 2004 bed installation shall be returned to at or near original slope conditions. In addition, I recommend that the following be considered during installation: 1. The distribution line from the tank be connected to the absorption bed distribution piping at a point furthest away from the slope. 2. The eastern vertical side wall of the absorption bed be lined with an impermeable liner from the top of the pipe elevation to the bottom of the filter sand elevation. If you have questions regarding this letter, please contact me at (907) 343-7904. �Sincerely, - r n Julie Makela, P.E. Civil Engineer II On -Site Water and Wastewater Program Cc: Mr. Pat Reiland Community, Security, Prosperity ZV "' .17' .1; -.)IN • I r A kc— - v Ir wsl--'-�'i�7%-.- . I- I `V �N-jj ", " v I .... F�A"A A Z or v. IS t -1 T A 1: VIC "ill c. *or f, AA p �. . w. op - lop Ilk if 'IQ III I f 4r, 4 t' P til t Pit loe Z.1til t itki sI iTmai• to. 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Ile, � „rr�, �,rr 777+�� i� ! . " _- �''.' • 3. �„'r • STANDARD BED 15 FT X 40 FT I CLEANOUTS AND MONITOR O Q 1000 GAL SrPW UAW 3 Fl. o1 Cover N/TO i Topsoil lout 1000 gal lank — 12' FILTER SAND 6' SEM ROCK EXISTING GROUND EXISTING GROUND SILT BARRI£ sauunav KAMKO9LS L9� 49th , TWN SPURKLAND •rfi A #•. „..• '' AS BUILT �444 : yssxa BENCH MARK. • BOTTOM SIDING ASSUMED £LEY. 110.15 FT EN SPORKLAND P.E. W 157H. AVENVENUE MOUNTAIN VALLEY ESTATE I SEPTIC SYSTEM SCHEMATIC i A 9 16 MILE 5.3 HLAND ROAD,, UGL£ RIVER SHEET 3/3 GRID: SW658 3/3►/05 � doh l �h�-`�� wo��a- ��� �'�� b •. .:. On ZOI /o5 59/05 4ccxm LZc l\ 1 l AGO, r. e 1 t� MN • Mt[ 4 .t N 47"4130 \ M ) M e nl) l 1!1 ' I • as, 44e.[ U U Mr } MN N 1 / 'i • 2 4[44 a ^ ,II Fa II • •� sin 1 3 • �� [a M so 7� „M1 aA' tiDs �� N • wtt 11 t 1 a / - 1 aaae YN 4152 Act" Address 5261 PreliminaryAddraw (Subject toChange) ri Public Road SWO557 S 0558 SW0559 M o s� s s�{ Private Road a a• e a a PlattedlNct-Built Road-- SW0657 S 0658 SWO659 Municipality of Anchorage TN. map is d.rivad from o.agraphle Information Office of Economic and CommunitDawb trent V P Syn.ms data davalopsd.M m.�t.:Nd by the Municipality or ArtchoragalMOA). Thi. map Is not Planning Department - Technical Services Division N. officlel r.prwntation of any of the 4700 Stagaw Street informaton imiudad and is made available to P.O. Box 196650 the. public solely lar infenn.tonal purposes. Anchorage. Alaska 0 9 519-6 6 50 This map may b. "d•t.d. inawwat.and may July 26, 2004 .it knponant kd.nn.ti.n. Ile not roly en this kdormalon. The MuniciValdyofAnchors gowill $W0757 $ 07 SW0759 W M bbl. for law. an.ing from ormre. kMceuNeiaa er omi.siona n tM maP Eagle River Area Atlas reference number: • • • _ . MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 g11a16g156-� UIA-11ce aQXVN ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jul 27, 2004 Expiration Date: Jul 27, 2005 Permit Number: SW040299 Parcel ID: 050-631-04 Legal Description:IMOUNTAIN VALLEY.ESTATES BLK "3 LT 74' Design Engineer: 0007 Tobben Spurkland, PE Site Address: 004916 HILAND RD Owner Name: Patrick Reiland Lot Size: 78063 SQ. FT. Owner Address: 4916 Highland Road Total Bedrooms: 3 Permit Bedrooms: 3 EAGLE RIVER. AK 99577-9401 This permit is for the construction of: ❑✓ Disposal Field ❑Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be In accordance with: 1. The attached approved design. 2. All requirements specked 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, seated, and heated to prevent freezing. Received By. Issued By. Date: -7/-L-2 -"Z O Lf Date: 7 Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ek.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 050— &S1— O'-1 Permit Number SW Property owner(s) W t �; �Vt_ '06, 10 4 W Day phone &q6 -87A_7_ Mailing address (1) 441x, l4;!5LdiXvAd 1Z.sace E R gg57-7 Mailing address (2) Zip Code Legal description (Lot, Block & Sub'd.) Ld—, 4, t3 k. 75 VA00WTA1N %/ALLEy E5i, ti Legal description (Section, Township & Range) Lot Size ';gjNo5 Acre q.Ft. THIS APPLICATION IS FOR: Number of Bedrooms .3 Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. (Signature of property owner or authorized agent) c►w Permit Fees: y/ 7 i a , / Waiver Fees: Date of Payment: 711 /e 7 Date of Payment: Receipt Number: 55C) Oct Receipt Number: (Rev. 12100) Ti.SHP =1LAND P. E. 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907).276-6013 SEPTIC SYSTEM DESIGN LOT 4 BLOCK 3 MOUNTAIN VALLEY ESTATE PATRICK REILAND Municipality of Anchorage July 8, 2004 Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street Anchorage, Alaska 99519-6650 We are submitting an application for the upgrade of the septic system for this lot. The submittal consists of three (3) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed improvements of the lot, of which only the septic system is subject to this permit application, (sheet 2/3), and a schematic of the septic system, (sheet 3/3). Soil logs and percolation tests of applicable testholes are also enclosed. The septic system design is based on the following: Bedrock at 55 ft. Use Standard Mound Soil Rating. From Testhole 06/10/04 2.5 min/in — 0.8 gal per sq.ft/day No. of Bedrooms 3 Required Area per Bedroom: I50/ 0.8 = 1875 sq.ft. Total area required: 187.5 x 3 - 562.5 sqft Mound Basal Area ISx40-600 sq.ft SYSTEM CONFIGURATION STANDARD MOUND TOTALLENGTH I 40 FT TOTAL WIDTH 15 FT LEVELING COURSE/ FILTER SAND 12" ROCK DEPTH 0.5 FT COVER 3 FT SEPTIC TANK 1000 GAL The installation of this septic system will not prevent wells and septic systems from being installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. A Municipality of Anchorage / � rGINE 6N'?-ih Development Services Department Building Safety Division "" On.Sile Water and Wastewater Program �- 4700 Sam Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www ci anchcvaoe Aul R� 00 (907)343.7904 C�'Ft .I�4�Gso Soils Log - Percolation Test °e!. -+-ed Fcr. Pj j9 - 1t C - .1L U. � L 1t LA N Q Dale Performed:_ t'10104f Ls.a Descr ,cn: MCov1CQiN VA6,j P9� 1do T :_ L.-0 T L{ Slooe Site Plan Depth 0 , t s;l�y�GtraV-C IV O Net D,-: 5 2 L SaK� 0 -- T P t __ E 3- 'tea �✓t� G. ✓+ �•clrs �u fstl j. C � ' IC 1 1L % ;;0I I O I /2 I I „_, a 1•cEl�x�nq �, � y I { O I IL I E'l C E•r i aP-A (ZoE.IC .. 1 :7. WAS CROWD WATER , t ENCCL:SEREDT IV O Net D,-: 5 IF YES. AT YINAT L Wait,DEPTH?^► DeDlh to �:er After 0 -- T P A!onilorin9? __ E D+la: b 17 @ i ReaEing Date Gross Time I NelTime ID^_yhtoMate.I Net D,-: 3-zol L -to-OV t R� 'a K -A -- 301 to a- �• FERCOLATICH PATE TEST rUN 9ETNEVI (^Yle♦Ye+l �L FT AND w FERCK!ECIA:.r_TEa FT Yoto IN t/ i IC 1 1L % ;;0I I O I /2 I I In r/L I I :4: I { O I IL I E'l C In /,I — 3-'1C • 10 I t /Z D Io'/Z 3-zol to I I./,- I q -A -- 301 to 1 1 FERCOLATICH PATE TEST rUN 9ETNEVI (^Yle♦Ye+l �L FT AND w FERCK!ECIA:.r_TEa FT =_=FCR)d-cD BY. S vrKlaM C'c4iIFY TH:.T T`iIS T2ST':::5 'c?FC3:.!ED IN ACCOROANC- Y71T A'! L STATE A�0 A!U?PCIPAL GUIOELh ES 1!I EFFECT ON TY.!S DATE. DATE: VIA? a 0 i a 3 50 0 - I LOT 3 I, ' I LOT 7 I _ lleH 1 l� I LOT 4 N.'Cr Well l00 150 av SCALE+ 1 100 FT. 4 ' 'II SLOT 2 I I II II I I I 12 LOT 16 I I O .49th �_ .� • ......5... •.•. AND 0J W a TH. AVEu E MOUNTAIN VALLEY ESTATE 1 SEPTIC SYSTEM DESIGN 2N3 W 15TH. AVENUE BLOCK 3 LOT 4 DATE: JULY 9, 2004 (NCH. AK. 99501 907 279-3916 11 MILE 5.3 HILAND ROAD, EAGLE RIVER SHEET • 1/3 CRID: SW65 PERMIT # SV040XXX PID # 050-631-04 MVE03041.DVG . 1V LOT 3 I I I I 25 0 25 50 75 SCALE, I' = 5 FT. t ` i LOT 4 lro� ........ �♦ 49th t* 00 TOB ►URICIAND� r.,. No. CE -2223 ,1 t - REPLACE EXISTING 1000 GAL SEPTIC TANK I ABANDOR-EWZTING BRAIN FIELB CUAN 011/ I NlSULL AlIY APAM FEW is ow `LONG 1 1 I 1 1 I L01E1 iUdnLn JYUK,%"YU F.L. MOUNTAIN VALLEY ESTATE I S£P71C SYSTEM DESIGN 203 W 157H. AVENUE 907 279-391166 BLOCK 3 LOT l DATE. JULY 9, 2004 ANCH AK. 99MILE 5.3 HILAND ROAD, EAGLE RNER SMEET.• 21J CRID: SW65 PERMIT # SV040XXX PIB # 050-631-04 MVE03042.BVG T 1 CLEANOUTS AND MONITOR STANDARD BED 15 FT X 40 1T 3 fl. of Cover Topsoil 12' TILTER SAND --,' / 4' DisBbufion Pipe —/ SILT BARRIER— / 49th 7H NSPURKIAND'� C No. CE -2225 .,•t�A 97 t PrWRMED 441CH D6MOV170N vr[ —ea— o 0 1000 ra SOW TANK MONITOR 1000gol lank BENCH MARK. I0-T W 5TH. tVrN P.L. I I MOUNTAIN VALLEY ESTATE 1 I I SEP7/C SYSTEM SCHEMATIC I 203C1tWAA1KK5TH99.99AVENUE BLOCK 3 LOT 4 DATE.• JULY 9, 2004 9"��f 274-T9is1 MILE 5.3 H/LAND ROAD, EAGLE RIVER SHEET.- 3/3 GRID. SW658 1 LOT LOT 7 1 LOT 4 1 -- I Well 1 ILOT 2 I \v 1 1 R200,00 I � II 0 / >H 1 I - •L a LOT 16 1 a I 5 •� P 1 �� 1 tp � 1 44 1 00 AND .1 JI :/k♦i 5P 0 IOP � l50 2Lb 250 3PP / ttt �� � SCALE, I 100 F10BT. BfN SAVENUE TH. MOUNTAIN VALLEY ESTATE I SEPTIC SYSTEM DESIGN 103 W 15907 1TH -39166 AVENBLOCK 3 LOT 4 DA TE: JULY 9, 2004 (NCH. AK. 995MILE 5.3 HILAND ROAD, EAGLE R/VfR SHEET. 1 3 GRID: SW6 79 PERMIT 4 SV040XXX PID # 050-631-04 HVE03041.DVG LOT 3 25 0 25 50 75 Im 125 150 SCALE, 1' = 5 FT. I \ -�- Well \ I LOT 4 I I Well I swier > 3ox I I � I 20pr > 3ox Qttm REPLACE EXISTING 100 GAL SEPTIC NK I ABANBDR-EWXjJN5,VRAlN FIELD 1 \ 15 FT rmr `LW i a W our ON WH a ;' '49tt "• : '� h �:, TDB EN SPURKLAND No. tE-2223.• ',,� ..••••••.� oBBEN SPURKLANDP.E. MOUNTAIN VALLEY ESTATE I SEPTICr SYSTEM DESIGN 203 W 15TH. AVENUE ANCH. AK. 99501 BLOCK 3 LOT < DA TE: JULY 9, 2004 ANCH. AK. 99 06 MILE 5.3 HILAND ROAD, EAGLE RIVER11 SHUT, 2/3 GRID: SWS-54 PERMIT / SV040XXX PID 9 050-631-04 HVE030420V6 T 115 CLEANOUTS AND MONITOR EXISTING GROUND STANDARD BED 15 FTX 40 FT f-RCH V5TR a lW ME — ee 0 1000 GAL SDW MW 3 ff. of Cover N/TO i ' Topsoil 97 t i � 1000 gal tank — i 11' f)LTER SANPip 4' Disl bufion e 60 Sim ROM EXISTING GROUND 1 SILT BARRIf t EN SPIRKLAND No. CE -2226 i >t PERFORMED BENCH MARK.• I1vGGUY W UKRLANV rc. I I MOUNTAIN VALLEY ESTATE I I I SEPTIC SYSTEM SCHEMATIC I 203 W 157H. AVENUE BLOCK 3 LOT I DATE. JULY 9, 1004 pi A AAM MILE 5.3 H/LAND ROAD. EAGLE RIVER SHEET.• 3/3 GRID: SW658 MVE03043 DWG Municipality of Anchorage Development Services Department e Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Tobben Spurkland, P. E. Legal description: Mountain Valley Estates #1. Block 3. Lot 4 The attached paperwork has been reviewed and Is being returned for the following reasons: ❑ Original signature or stamp missing on _ ❑ Calculation error in design. _ ❑ Additional soils information needed. _ ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. _ ® Topographic information missing or inadequate. ® Incomplete; missing Please show location of septic systems and wells within 200 feet of the proposed drain field. ❑ Incomplete; missing _ ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. _ ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils information submitted. _ ❑ Well log required. _ ❑ Omission in narrative. ❑ Insufficient fill over tank or field._ ® Other. Please provide a scaled side view profile showing the original ground surface and relationship to the bedrock. Please also include a scaled end view profile. Name of reviewer: Julie Makela. P. E. Date: July 21, 2004 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK Municipality ®f Anchorage I Department of Health and Human Services Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 February 20, 1992 Alaska Housing Finance Corp. 520 East 34th Avenue Anchorage, Alaska 99503 A Subject: Lot 4 Block 3 Mountain Valley Estates Subdivision Permit #SW910019, PID #050-631-04 The subject permit, issued February 13, 1991 by this office for a single family well and/or on-site wastewater system, has expired as of February 13, 1992. A new permit must be obtained from this office for a well and/or on --site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as -built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $90.00 for an on-site wastewater permit; $50.00 for a well permit; $140.00 for a combined on-site wastewater and well permit. After March 14, 1992 the fees will be increased to $200.00 for an on-site wastewater permit; $75.00 for a well permit $275.00 for a combined on-site wastewater and well permit. If you have any quest Sincerely, J n Smit , P. E. Program Manager On-site Services enc: Copy of Permit s, please call this office at 343-4744. PTIMIT NVAIM I. - AN (i R 1 IN N 1 F HATALTIA v-d"ID 'HUM, 1\1 C. :*.� 11 0 . BOX illobs)vic)� MY A." V - Al -f W(ISTINAVER (I)ITRADE) PERMI 1 HOURIM foTNAjqCFj (AjFj,"p h .-) 9 vvr VALLEY ESTATES INK .q MIS WRIvill- Ts FOR THE COINTITUION OR 13 L. T 1)(OF, -V91 EXPIRATION DATEA 2/10/92 �� RE January 17, 1991 ROBERTS HAFER, P.E. ROGERSHAFER CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 HEALTH AUTHORITY APPROVALS Municipat-ity ob Anchorage _... DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L S.tneet ]AN 22 1331. P.O. Box 196650 SEWER &WATER MAIN EXTENSIONS Ancho/tage, Atask-a 99519-6650 py �f AJ RE C E I\/ ED i REFERENCE: Lot 4; Bock 3; Mountain Vattey Estates PERMIT REQUEST NARRATIVE SEWER & WATER INSPECTION p Ptease %e6e4 to t our iZe or the histon o this ro ent In b � 6" b y b p n y• panticutar, the disappnova2 ob a Health Authoaity and a 2ettelL to David Dayton, P.E. bnom John Smith, P.E. DHHS dated Manch 2, 1990. STUDIES ENGINEERINGORIS e asssed and is now Subsequent to that .2etten .the p rp y o ent has been nes � p R AND REPORTS owned by ACasha Housing Finance Conponation (AHFC). I wish to address the options which were given in the 4e4eaenced tetter dated Manch 2, 1990 to connect .the apparent discnepaney: WELL INSPECTION & FLOW TEST 1. The pnev.ious home owners contacted our b"inm in search ob more so.ies .inbormat%on. Unbontunatety, cowtnary to the Manch 2, 1990 Zetten, we did not instatt the abaonpti.on bed. In batt, we did not even perborm .the ortginat soiZ6 test or design .the SITE PLANS system. We only penbonmed septic inspections under a hand wntitten penm.it dated May 20, 1983. Thenebone, we had no sotitz inbouati-on. ROAD DESIGN 2. The property owners commissioned us to penbonm a soils test within 20 bt. ob the existing absorption bed (Thw e iminati-ng option #3.11 We bound the beduck depth to vary between 5 to 7 bt, betow the ground sunbace. This ven.ib.ied the existing SOILTEST absorption bed to be encroaching bedrock. Apparently unable to perbow an upgrade, the property owners let the property go back to the bank. PERCOLATION The current owner, AHFC, has contracted with us to design an upgrade to TEST ,the system. Ours attached design proposes .the instattation ob a new elevated absorption bed six beet above bedrock and over .the existing absorption STRUCTURAL& bed. We also propose the in,stattation ob a 3 bt. sand b.Clter and 500 MECHANICAL INSPECTIONS g L U atlon ti6t station. ONSITE WASTEWATER DISPOSAL SYSTEM DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 Page Two Lot 4; Bkock. 3; Mountain Va2oey E6tate3 Januajcy 17, 1991 Since ,the zoie.6 teat wa6 pea6oued pkiojc to the hecen-t ojcdinance amendmentz jcequ,i)..ing a peneotation teat on aU bo.iZz. we have 6ized the abzo4ption hystem bajsed upon the visual )Eating o6 150 sq -6t. pen bedjcoom. We pnopoze pe)t6onmanee o4 two pacotati.on testa at oppo3ite co,%neto o6 the pjcopoaed abbonpti.on bed p,tion to eonatjcuetion. Thee .te6t6 wilt be pen4onmed neap the .gkound aujc{yace which .is {,jcozen at tW time. Any neeeaaajcy adjua.tmenta to the size o6 ,the ay-6tera w.ite be made at that time. The i a.ta22ation o6 this abaojeption bed ahoutd not e46eet any o6 the neighbau:ng pupejctl.ea. 14 you have any queation.a o)c )equijce additional in{yonma-tion {yon you), nev.iew, peeaae contact us. Sincenei.u./ P 9,01B f A. SHA> E1Z, P. E. RJS/arn SCALE N HH M rn z D Z r Iv P�Q�� JPS A.r D �y rr a\ co x VF Iv rF w` G cA � � lo 1� ^ (01770 ©® . u SCALE �uj 2/ti /e1I �a , VDvi ����1� io� P,l?e- OF f1S� lAW( 1- �Te t a J y %111J. � '•(._vt'So1V % �if�-pM-!(h Tv O V u In A� N 2 Inlsa•-a•:T�or1 FAL-�'c2 ��te _ `�c�,G,�r/6.L �aR•tiDE _ f F, 2 Ld 'F�2-.x�. "Pt�FiL� --• Caen -✓EF_ � QIPF�S cn J r1 oar-, c T V� 2/ti /e1I �a , VDvi ����1� io� P,l?e- OF f1S� lAW( 1- �Te t a J V u In A� Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOC — PERCOLATION TEST /� P Jc v PERFORMED FOR: O G 1 I14 LEGAL DESCRIPTION:_ V GLC DEPTH 1 2 �:F(FE / 514 Ty3 4 /� 5 a ` a 9 SLOPE DATE P Section: to �� WAS GROUND WATER O 1� / / IEQN, COUNTERED? �j J� 11 G(J f7A Qj' S IF YES, AT WHAT��� p 12 DEPTH? P E 13 Depth to Water After �--- Monitoring? Dale: 14 t'';,..,. Reading Date Gross Net Time Time 15- 16- 51618 18- 191 �� / NO, a p: u W J / , t \ , . ,♦'Ci:N tea;:;; .,'r> 3'J COMMENTS 9 �nER'S SEAL) Depth toI Net Water Drop PERCOLATION RATE(minutes/inch) PERC HOLE DIAMETER TEST R1/1N PIETWEEN FT h70 _.e�—/— FT S & 5 ENUIIVCGRuw — PERFORMED BYj 7034 E t& River Loop Road N ACCORDANCE Y71PFi@ALYYS�TATAE AND Maska UNICIPAL G 72-008 (Rev. 4/85) CERTIFY THAT TH S T T WAS PERFORMED IN IN FECT ON THIS DATE. DATE: 2-S/ c Ln- vc- 2-S/ I f E CI, erl ' I �e_i�e/. C i y�/:''�` - _� �'`Cf/el��� z7 r • -:_ a - -l� _�f��J--r�', - 1 � (%'cl_ 1!'Tt - - __r 1_/llf' t> IfJ e*'' _ y>✓Gte., T i' - --- -- fir' - - - ZO i -III-- ------ - _C.--Cb;f J'!�f"f'• 'if.•f�!- -- �t _-_ - 00" — / J / T j — MUNICIPALITY OF ANCHORAGE /90*DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION • �� ENVIRONMENTAL ENGINEERING DIVISION 0* 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE NEW C j (�QN�S-%�dZ"✓C','% f [?/� '��Z J+ ❑ UPGRADE MAILINGADDRESA ,.z l /� ✓�. /iCa(� !t l ve�3/Z / f"L✓�skr� �JC3s LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS Well N Absorption?rea Dwelling �y PERMIT NO. DISTANCE TO: R J 'f I4 O 1 F. zQ �,� Manufacturer Gaff&C Material _ arc: r� No. of compartments m Liq. capacity in gallons IF HOMEMADE: Inside length Width - Liquid depth --� - DISTANCE TO: Well A , Dwelling PERMIT NO. f7 'Y YF Manufacturer Material Liquid capacity in gallons O DISTANCE TO: Well -oundation Nearest lot line PERMIT NO. w= a z No. of lines Length of each line tal length of lines Trench width Distance between lines N z w inches Top tile to finish Material beneath the F of grade Total effective absorption area O inches uj Length Width Depth h,- a � PERMIT NO. IO M--- Type of crib Crib diameter Crib depth Total ffective absorption area 1> W uj DISTANCE T0: Well N� Buildin dation Nearest lot line 7 v. w w Class Dept �D/tI - c Dr' le Distance to lot line PERMIT NO. � DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS _ _/7 rc SOIL TEST RATING INSTALLER C C C REMARKS cz 9l P Lev A 0 J.r AP V /D/{�,J � w DATE {(j/J LEGAL 72-013I(Rev. 3/78) V MUNICIPALITY OF ANCHORAGE Department f Health and Environmenta Protection 825 Street, Anchorage, AK. 99501 264-4720 ticeS Permit # �, HANDWRITTEN PERMIT WELL AND/OR ON-SITE SEWER PERMIT n Applicant: _��A.,5 r Mailing Address: Location: Phone Number: Legal Description: ��� ���3/l/fl�/4Vs� Lot Size: Type of Soil Absorption System Is: -- Trench: Drainfield: Seepage Bed: K Holding Tank: Maximum Number of Bedrooms: Soil Rating(sq.ft/br) The Required Size of the Soil Absorption System Is: DEPTH LENGTH GRAVEL DEPTH (� /CGu�l�� WIDTH The length dimension is the length(in feet) of tfie tr nc-'or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HetD+ G) TANK SIZE = /000 - GALLONS Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * * TWO(Z) INSPECTIONS ARE REQUIRED # Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31, 1 9 u 3 # I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enl gement\if e residence is remodeled to include more tha 3 edroo Signed: Issued by:,/ y: G 7- Applican -� o Date: ' SWP/024 (1/81)itaenl O & E ENUINEERING & DEVELOPMENT CO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 Russell Oyster Earl Ellis 694-2774 SOIL LOG 688-2280 Performed for: Name: �/� \ 61/.V 5 T-onJ . Tel. No. 974 L Mailing Address: Legal Description: le� 07- -';t, &- 0 CK 2 Depth (feet) Soil Characteristics 0 1 2 7 J14 TY _A Rl 0 2lq t/AE L- 3 o e)'q'es c 4 /"Cc i/ S /o "U S 5 6 7 /��Di�oCA< , r—,92,4 cTd/1,C(� 9c�'i �d til E9 10 Ground Water Encountered: Yes No --LZ If yes, what depth Proposed Installation: Seepage Pit Drain Field Comments: PLOT PLAN No .541` PERC. TEST Performed by:r�v���•-��a Date: 12 N ee; o 41 13 —_ ti'U C4 t�:'..' ti�^f.e •iQ obi 1'�,=� ///°���Gi. e9 14 Carl P. Ellis 15 o ^f'16 �Zt ai /. -19 Icle-L-s Ground Water Encountered: Yes No --LZ If yes, what depth Proposed Installation: Seepage Pit Drain Field Comments: PLOT PLAN No .541` PERC. TEST Performed by:r�v���•-��a Date: N �Zt ai /. -19 Icle-L-s Ground Water Encountered: Yes No --LZ If yes, what depth Proposed Installation: Seepage Pit Drain Field Comments: PLOT PLAN No .541` PERC. TEST Performed by:r�v���•-��a Date: MUNICIPALITY OF ANCHORAGE Department Health and Environmenta" ,rotection 825 Street, Anchorage, AK. X9501 I0> 264-4720 ['� # HANDWRITTEN PERMIT Permit # c WELL ""'n��`'T M.. PERMIT Applicant: C4fir Mailing Address: Location: rL, P�`h/�on/9�e%� Number: Legal Description: C2 &A�Ay�-�a Lot Type of Soil Absorption System Is: Size: Trench: Drainfield: Seepage Bed: Holding Tank: Maximum Number of Bedrooms: DEPTH The Required ZSo ng(sq.ft/br) SizZ e sorption System Is: LENGTH GRAVEL DEPTH WIDTH The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = GALLONS # Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. ' * * TWO(2) INSPECTIONS ARE REQUIRED Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31, 1 9 3 3 I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlarg m t if the esidence is remodeled to include more that 3b ooms. �J Issued b Signed: ��., k'����-� Y Applicant Date: // SWP/024(1/81) III UR V .11 -Il., 1: h 71 J_ j: -f- f 177 Q 11 ?, IC*"- 11 7::p 11--l!".:: F, -1, 1'. ![a' -!T CA 1 T11 MD 111NIFOOMENTM 1`01TOTECTION ,1:2 _,TREET, IMMORWAS AK MAT501 �-.�,!5 26,1- K�:J E: o,r i r, .c 11-„"6 E:: L_ L_ E 9 H Il.' ' I... FE F., N11' I'll oroL. 1 MINT: cC.,C, PI 10�-JE: YI" q I..! k.-V;LJLP1' 2.51. E),L 0 G 1: LO LID, "D I-T. ror"11'41:3E: S.EC:"FI0N: I f111 FMILINT WITH TIIE REMIRETIENTs c:;,� SEMEW f)ND I.-JELLE'; Fr,7..; SUT F-ORTII W TIE: I I "I'lL I TY CIF, f1l, FRID ME S"'IT"IT: C.11:'- 171 .. T:IE CC-IDE"S ;I C:0l:11,, 01'", 111EH, C:CIDl_, 1,41:1XI-1 I ClF, '11.11:7_,; IDL71Z M I T. TMT TIR: C44 JITE SANER :1117''. is NFL' REQUIRE IF' 1*11E I'C"; !NCLI IDE: HOIKIE "I"11FIN WS 'Till! To 1.1,11"017,T1 TFIE IMMAIL.1 fDF, FIN'r' kIELL_kf1DJF11I_,.,Eh1,I 10 TJITIS F,F.1::DF,ERPv1 (1hID T 11 E: N 1 C.:l"' ir:`.E.SIDENCES TWIT TIM-* 14E. -A -L 1.41L.1 E.; I:� 1:;:: V E. IF' fl UF T MOTION 12; AN El. 1"'E RMIT 1 -IND 13E ,1: P I E: C,1. ;I:::, .01 (".:FINP4,,DT EDE fli"'FIROYED WITIPIOUT fS ELESTRICAT. DIAMITICS1 F ': EF, 0 17!, 1". TM_": EL, rEUFF"I C: III_ 1.10E :1 DE D01,1E. E -.:Y Fj L.IC:EhI�-.;F.*'.I_'1 FIF, P I I C: A 1, 1' 1, !EE). 1.,r)"11 DFITEE A.;'2 I L, � Lo j; h I) i� ✓ J _�e�,Ji II' i i i�l �I,i l• rIJI -f• by DOC Co. tlba `JMJI_�j.11VT, '; Ism n P. O. BOX 272, CHUGIAK, ALASKA 99567 a TELEPHONE 688.2759 OWNER OF LAND ADDRESS LEGAL Ds� ;CRTPTION—i'®1 � s DA"1'Efi:»ted _ ___ Iinded PLItMII1` 1MBER _- KIND OF i'ORMATION: From_ ----Ft. to-- Ft. _—Ft. to Ft, — . Front to Ft. "i'ont___---_Ft. to- Ft. om» --Ft. to —Ft. rom. - .—Ft. to Ft.. V ram_ Ft. to_ Ft. - From— -Ft. to----.- Ft. i rom---`Ft. to Ft,- From vrom - ----Ft. to--Ft.- o_Ft.to From ---Ft. to_ to—Ft. Ft. —Ft. to ------Ft From__ ____IFt• to--Ft..- _Ft.. -.'ram .11,0111--Ft. -----Ft. to Ft.-- i'rnm_._-__--IFt. o to—Ft.- Ft._ to—Ft.-- toFt.Ft. _Ft. to- Ft. Ft.to—_Ft._ to-----Ft�.--- r ram- --_ IFt. to Ft. -- iVfISCL. INFORMATION: DEPTII OF WELL STATIC LEVEL of WATER FT. DRAW DOWN FT. GALS. PER FIZZ ------------ -- KIND OF CASING -� — From» -Ft. to. ---Ft.---__.--_ — . Front Ft. --- From ------Ft. to. ----I t ----.-- From _.Ft. to_.___ __ Ft._ ---- _ From t. - From— -Ft. to----.- Ft. From_ Ft. to ---Ft. From Ft. to -___I -,t, From ---Ft. to_ Ft. _.--.-------- - From_ —Ft. to ------Ft ----- ----- Froin—Ft.Froin—Ft. From From _Ft. to- Ft. — From --Ft. to-----Ft�.--- ---- - --- DRILLER'S NAME __- 31 a unicipality of Anchorage March 19, 1990 P.O. BOX 196650 ANCHORAGE, ALASKA 99519-6650 (907)343-4545 Y TOMFIrliMM���� PPALITY OF ANC'HORAGe DEPT. OF HEALTH & MA DEPT. PROTECTION OFFICE OF THE MUNICIPAL ATTORNEY MAR 2 i 119,00 Leroy Latta Law Offices of Gordon F. Schadt 3201 "C" Street, Suite 202 Anchorage, Alaska 99503 RECEIVED Re: Health Authority Approval HA900065, Lot. 4, Block 3 Mountain Valley Estates Subdivision, PID 050-631-041 Dear Leroy: This is to confirm that in reference to the above -captioned matter the Municipality's position is that the Health Authority Approval. request date February 20, 1990 can not be approved at this time. The options which may be pursued to correct the problem are outlined in the March 21 1990 letter from John Smith, P.E. Program Manager, On -Site Services, to Mr. David Dayton, P.E.. If I can be of any further assistance please feel free to call. Very truly yours, yc__ Mary A. Gilso Assistant Mun cipal Attorney cc: John Smith, P.E. Program Manager, On-site Services Department of Health and Human Services 5L.LATTA MAG/ejl Municipality of Anchorage } j Department of Health and Human Services dhh5 Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 March 2, 1990 Mr. David Dayton, P.E. HC 78 Box 1026 Chugiak, Alaska 99567 Subject: Health Authority Approval, HA900065 Lot 4 Block 3 Mountain Valley Estates Subdivision, PID 050-631-04 Dear Mr. Dayton: Please be advised that the Health Authority Approval request dated February 20, 1990 for the referenced property can not be approved at this time., As previously discussed with Mr. Robert W. Robinson of this office, our files indicate that the bed type subsurface disposal field (installed on May 8, 1983) does not appear to have the required vertical separation between the bottom of the bed and the underlying bedrock. AMC 15.65.60.A.4 states "a subsurface disposal field may not be constructed, installed or used where there is bedrock or any other impermeable barrier or where there is fractured or weathered bedrock within 6 feet of the bottom of the absorption area". The soils log in our files indicates that fractured bedrock was encountered at a subsurface depth at 5.0 feet. The "as -built" drawing of the absorption field indicates that the bottom of the bed is at a depth of 4.0 feet. There are several options which may be pursued to correct this apparent discrepancy: 1. Provide information and data which would support the conclusion that the bed bottom is at least 6 feet above bedrock. S & S Engineering, who originally installed the absorption bed, may be able to provide such information. 2. Have a soil test taken within 20 feet from the absorption bed to a depth of 10 feet to determine if bedrock underlies the bed. If the test hole confirms that there is at least 6 feet of vertical separation above bedrock, the Health Authority Approval would be issued. "Kids Are Our Future" ..c.�.«LNyi.sv.r,. 4-.v.b'S F. �L _ ..._ _.v ... ... N.....�..... _ _..n • .r ._... .�..._... ._.�.a ... .J...., . .. ... David Dayton, P.E. March 2, 1990 Page Two 3. At: your request this office will issue a Conditional Health Authority Approval with a provision that sufficient funds be placed in escrow to cover the cost of performing the soil testing and bringing the disposal system into compliance. The terms of the Conditional Health Authority Approval would stipulate that all work be completed by June 15, 1990. Please advise which of the above options you and your client choose so that we can assist accordingly. If there are further questions, please call this office at 343-4744. Sin ere Y, hn Smith, P.E. rogram Manager, RWR/1jm:09 On-site Services cc: Robert W. Robinson, Civil Engineer, On-site Services Bob Shafer, P.E., S & S Engineering George Perkins P. Zaz:ilenski MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES ?-t t)6Q -. LlS ` &A DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL �C�La{�(o OF ON-SITE SEWER AND WATER FACILITY 264-4744 Application Date %' � '* 1990 1. GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Description (include lot, block, subdivision, section, township, range) /T 4-r �-/c 3 �uN7�-�tiI 1%4-u_cy� -S Location (addressr directions) /C /I2L,.' x 0 //2 - (b) Property Owner `nTelephone: Home 7"Business 746 _1� Mailing Address1'7o)e /7--1/ 994 ley - (c) Lending Institution Telephone Mailing Address (d) Real Estate Company and Agent Address _Z %/ ` �. % C� LG /�/ ✓�y2�j �O Telephone 4i� 64'0✓���- (e) Mail the HAA to the followina address: or: Check here.„ if hold for pick up: List contact person and day phone number below. 2. TYPE OF RESIDENCE Single -Family 1:3 - Number of Bedrooms 3. WATER SUPPLY 3N Individual Well Community O Public ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite, 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. Page 1 of 2 72-025 (Rev 8/861 Front 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION 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 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. O Name of Firm fJiO ��`��^j Telephone ' ",,2 �Zy Address 1—%C 7& Date 6. DHHS APPROVAL Approved for bedrooms by Approved Disapproved Conditional Terms of Conditional Approval CAUTION JU G4[�I ^yQfbl�T(4 n.+A$✓/P67/- '� �.. U;,Y1d ?Ertgiftesr o��< 10 Date The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 (Rev 8/861 Back Nd I?<IC;I'ri=.1I ti (-, 10:hGE rNVI°t„ tNTA1 itttVICLITY OF ANCHORAGE (MOA) HEALT� HAUTHORITY APPROVAL (HAA) CHECKLIST- FEBRUARY 1994 264-4744 Legal Description: A. WELL DATA Well Classification 1-,/Z/ If A, B, C, D.E.C. Approved (Y/N) /el PM3 o 1 R ,Z) Well Log Present (Y/N) Date Completed /1��3 Yield Total Depth / �- U Cased to Depth of Grouting — Static Water Level 2 / Pump Set At „ /r Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation Distances from Well To Septic/Holding Tank on Lot — /a ; On Adjoining Lots To Nearest Edge of Absorption Field on Lot ; On Adjoining LotsDNGL To Nearest Public Sewer Line //I,,N4:5:" To Nearest Public Sewer Cleanout/Manhole hob "'C To Nearest Sewer Service Line on Lot Water Sample Collected by<�" J >> _ ; Date t: ' X�� Water Sample Test Results �o�/F�2t� U lrwy w • O,e!�- _ Comments B. SEPTIC/HOLDING TANK DATA Date Installed — Size I o©n No. of Compartments Standpipes (Y/N) Y Air -tight Caps (Y/N) _ Foundation Cleanout (Y/N) Y Depression over Tank (Y/N) At( Date Last Pumped r? -6 Pumping/Maintenance Contract on File (Y/N) n ; for Holding Tank High -Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water -Supply Well _ To Property Line _ To Water Main/Service Line _ Course Comments Page 1 of 2 72-026 (Rev 8/86) Front Temporary Holding Tank Permit (Y/N) To Building Foundation /D To Disposal Field X/ To Stream, Pond, Lake, or Major Drainage C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata 14S Type of System Design Date Installed S j 3 Length of Field Z 5- Width of Field t d Depth of Field 5` Gravel Bed Thickness r� Q Square Feet of Absorption Area ¢ Standpipes Present (Y/N) Y Depression over Field (Y/N) Date of Last Adequacy Test titi—r3 199 c� Results of Last Adequacy Test Separation Distance from Absorption Field: To Water -Supply Well // Z To Building Foundation 2 Lot To Water Main/Service Line To Stream/Pond/Lake/or Major Drainage Course J To Property Line ; On Adjoining Lots To Existing or Abandoned System on X40 Al GL To Cutbank (if present) S 0 0 _+__ To Driveway, Parking Area, or Vehicle Storage Area Comments S`fsrcw Qi�-7y OBm i�fiits f.ca1 D. LIFT STATION Date Installed L� 111q__ Dimensions Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Comments Manhole/Access (Y/N) "Pump Off" Level at Vent(Y/N) Pumping Cycles during Adequacy Test. Meets MOA ** Check Permitted Bedroom Rating Against HAA Request ** I certify that a e the;v Zifd, or onformed to II MOA and HAA guidelines in effect on the date of this inspection. Signed Date Company �Aa,o �Ar��.� �.i" MOA No. Ct✓ 9 - 0 I i Receipt No. 2 ���irAv� Date of Payment Amount: $� �(J -y(�� Q;•a s I sce"6 oS1�c� so �vijn�er� Seal Page 2 of 2 72-026 (Rev 8/861 Back 7_ e o David R. Dayton o 4 PT'ev NO. 2203-E e: �'�` °6, 0,1exn0 D. R. DAYTON, P.E., R.L.S. HC 78 Box 1026 Chugiak, Alaska 99567 February 19,1990 ADEQUACY TEST Legal Description: Lot 4, Block 3, Mountain Valley Estates Date Performed: February 17, 1990 House Size: 3 Bedroom Septic Tank Size: 1,000 gallon (DHHS Records) Absorbtion System: 18' x 25' bed,450 sq. ft. (DHHS Rec,) Soils Rating: 145 sf/br (DHHS REC) Daily Sewage Flow: 450 gtl/day (907) 688-2417 Test: Water was run into the drainfield until the system had accepted 700 gallons in 3 hours. Results: The drainfield accepted 150%+ of the daily design flow with no evidence of backup into the septic tank or surcharge of the drainfield. Conclusion• Septic system drainfield is currently functioning adequately. e � 3 3: q pp J PROJECT: f c_�� - ISS l DATE OF TEST: a190 LOCATION OF WELL (Legal Description):_ WELL DEPTH: l LoO FT. CASING: FT SCREEN: DATE DRILLING COMPLETED: 196-5 DRILLER: SN �-L / y/i KJ STATIC WATER LEVEL (Top of Casing): o FT DATE: z--z/E5 J 9 2� tiapsea lime wince Clock Pumping S**Ated7(-- Depth to -9~49"/ Pumping Remarks Time I Stopped, Min. I Water, ft. I Recovery I Rate. GPM 3 RECOVERY tOIt' I I I 0 I t/t' Comments: r1tr � f:crtic! R. [it; Vy7oH 4� taw ���'inJ:1 '�.�ij�i�"�. e':r • dm Srt-E SF L 0 8(' -(" (swl) 0 0 Start V7 Q 3 7,74 i z of 0-0 u 17 20 L'&— 2. _ r zz 25 (-7 - 3 — 27 6G-6. — Z G 5 ZO ]� — —37 40 66 S--_ / Z / - - 2 -5-- ZZ /o V7 50Zz 9„ -- s2- �s- _ ; s7 our) 7,' /h � - Of-kiy /— 7 3 RECOVERY tOIt' I I I 0 I t/t' Comments: r1tr � f:crtic! R. [it; Vy7oH 4� taw ���'inJ:1 '�.�ij�i�"�. e':r • dm Srt-E SF L I PROJECT: I//GGL �Uouo /957` DATE OF TEST: 02 l8/fO LOCATION OF WELL (Legal Description): WELL DEPTH: iio O FT. CASING: © FT SCREEN: 7 DATE DRILLING COMPLETED: 198'3 DRILLER: St-ct'-� irk STATIC WATER LEVEL (Top of Casing):_ (o -L c/D FT DATE:�jf3 9 0 Liapsea ilme Since Clock Pumping Started/ Depth to Drawdown/ Pumping Remarks Time I Stopped, Min. Water, ft. I Recovery Rate, GPM :57 PKK 0 C0 0 (swl) 0 0 Start o' ''C -Ca" - !v' •P i z 15(n 02 - E3" 17 20- zz 25 L730X36^ 3" 01 3" 2- Z' a y 7, _ yz 45 2- 2 y 2" „ V7 50 3 " 2'- 3 " .-5--2 Z r57 hour -F- & y - 9 Z-7 90 G - 3" � zi150 ours �• �y-�" „ S. S7 0 yrs RECOVERY -- f t 0 1 t' ' cT Z 0 t/t' 410 Comments: r t514 7' /-L- CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC. 5633 B STREET ANCHORAGE, ALASKA 99510 TELEPHONE (907) 562.2343 FEDERAL TAX ID # 920040440 ANALYSIS REPORT BY SA14PLE for Work Order # 19801 Date Report Printed: FEB 15 90 @ 17:03 Client Sample ID:L4 BL3 PLEASANT VALLEY ESTATES PWSID :UA Collected FEB 12 90 @ hrs. Received FEB 13 90 @ 12:00 hrs. Preserved with :AS REQUIRED Analysis Completed :FEB 14 90 Laboratory Supev's x TEPHEN C. D Released By : C Special. CALL UPON COMPLETION: 696-2417. Instruct: Chemlab Ref #: 900084 Lab Smpl ID: 1 Matrix: WATER Client Name DAYTON, DAVID R. Client Acct DAYTDC P.O.# NONE RECEIVED Rey # Ordered By : SAME Send Reports to: I)DAYTON, DAVID R. 2) Allowable Parameter Tested Result Units Method Limits -------------------------------------------------------------------------------------------------------------- NITRATE-N 1.9 mg/l EPA 353.2 10 Sample ROUTINE SAMPLE COLLECTED BY D.DAYTON. Remarks: 1 Tests Performed See Special Instructions Above UA=Unavailable ND- None Detected See Sample Remarks Above NA- Not Analyzed LT -Loss Than, GT -Greater Than �L CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC. TELEPHONE (90'1) 582.2343 5833 B Street An horege, Alaska 99518 Drinking Water Analysis Report for Total Coliform Bacteria TO BE COMPLETED BY WATER SUPPLIER TO BE COMPLETED BY LABORATORY ❑ PUBLIC WATER SYSTEM I.D.# Analysis shows this Water SAMPLE to be: PK PRIVATE WATER SYSTEM PO Satisfactory P, 4/4,6AOSK7 '9 Name Phone No. ElUn;latisfactory P.o. 4ox /27/ Mailing Address 6 City (�� Slate _ Zip Code SAMPLE DATE: I� LJ 5-50 WE Mo. Day Year SAMPLE TYPE: Routine ❑ Check Sample (for routine sample with lab ref. no. _) ❑ Treated Water ❑ Special Purpose Sir, Untreated Water SAMPLE Time Collected NO. LOCATION Collected By 1 l ownvvo Tn. 6�5T S.0014k4 5f s em/ 2 3 _ 4 5 ❑ 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. Date Received �1 `0 Time Received 1-2—OC) Analytical Method: Membrane Filter * No. of colonies/100 ml. I ah AM Mn Result* Analyst 90.0084 ® vvti R. I 1 m I_ m I�� m BACTERIOLOGICAL WATER ANALYSIS RECORD READ INSTRUCTIONS Membrane Filter. Direct Count (J Coliform/100m1 BEFORE Verification: LTB BGB COLLECTING SAMPLE Final Membrane F R suits — r Coflform/100ml Reported By Date U � q-0 Time: 1�� a.m. im. TNTC = Too Numberous To Count PART ONE OF TWO OB = Other Bacteria >.`REMAI NDER TO FOLLOW. I CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC. 5633 B STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 5622343 FEDERAL TAX ID ff 92.0040440 ANALYSIS REPORT BY SA14PLE for Work Order # 19801 Date Report Printed: FEB 15 90 @ 17:04 Client Sample ID:P.ZAZILENSEI OUTSIE TAP -E. SIDE HOUSE PWSID :UA Collected FEB 12 90 @ hrs. Received FEB 13 90 @ 12:00 hrs. Preserved with :AS REQUIRED Analysis Completed : Laboratory Supervisor :STEPHEN C. EDE Released By : Special CALL UPON C014PLETION: 696-2417. Instruct: Chemlab Ref #: 900084 Lab Smpl ID: 2 Matrix: WATER Client Name DAYTON, DAVID R. Client Acct DAYTDC P.O.# NONE RECEIVED Req # Ordered By : SAME Send Reports to: 1)DAYTON, DAVID R. 2) Parameter Tested Result Units ------------------------------ ----------------------------------------------------- TOTAL COLIFORM col%100ml Sample ROUTINE SAMPLE COLLECTED BY D.DAYTON. Remarks: Allowable Method Lirdts ------------------------------ 1 Tests Performed See Special Instructions Above UA=Unavailable ND= None Detected See Sample Remarks Above NA- Not Analyzed LT -Loss Than, GT -Greater Than MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name DISTANCES .? r? AZ l Tp FROM SEPTIC TANK ABSORPTION FIELD WELL Address cyK 1 Z7 / ALMex-4lL qgG'/� WELL Phones) - 9/ aKr VV Permit No. Ifa l o g No. of Bedrooms LOT LINE: &o 'r 3 o+ �p r LEGAL DESCRIPTION _ Lot 4 1-2 TEWk Subtlivision MYta Vt T&1*$ FOUNDATION Township, Range, Section AS -BUILT DIAGRAM (Show location of well, septic system, property lines, foundation, driveway, water bodies, etc.) TANKS I– I I 1 —11 1 1– X SEPTIC ❑ HOLDING Manufacturer Capacity in gallons G72c%' it/t /,0 oc� Material No. of Compartments TYPE OF SYSTEM ❑ TRENCH BED ❑ W. DRAIN ❑ OTHER Depth to pipe bottom from Total depth from original grade original grade, FT 1 4^ _ FT (o" FT Gravel length Gravel width �S FT Xe3 FT Total absorption area Distance between lines d -so SO FTFT Number of lines Soil rating Pipe material SO FT P(/G Installer Dale Installed roe- a0A157% /A3 WELLS PRIVATE ❑ OTHER (Idenlitv) Classification (A,B,C) Total Depth Cased to %(pp FT /hod FT Installer Date Installed: $u cu ✓tzu /9b3 REMARKS: ) ,--li CK [rut L V 1 1' r1 Inspections Pe med by: Date:�ps I _ `'�A �' Dol certify that [his inspection was perlormed according to all Municipal and State guidelines in ellect on this date: _ 7'n::j,, tar lqc[ t _ Health Department Approval: 72-013 (3/85) Date: I I 1. I I ► ENQ11NEGR`S?,¢•EA A V�J roP fi J t � _W I'0 gieg WeN�O U '9Sw; yY yLL e` o $a aeuonoee.�s.>.eo oe uo�e-� \v p Rte David R. Dayton � ��7 R• ye NO. 2205-[ r}P APPLIG ,JT FILLS OUT UPPER HAL ONLY Time Property OwnerC%/��t <<I 0co�- Time Mailing Address�>� (�� �.. ���� %1: �%�r _: �,'. Zip Code '� C-17 Buyer Date Address . J , _ _ ..,•,. .-. .. ,- Zip Code , Lending Institution - 1. Phone Address it Zip Code - Realty Co. & Agent Phone Inspector Address }.'_ •. - ' - E, �" \, < 'l Zip Code - _ Legal Description Street Location Type of Residence C�3 Single Family of F.n;h0:7g2 ❑' Multiple Family No. of Bedrooms—( "I".0. of fl0alill & ❑ Other Water Supply ( APPROVED BEDROOMS_ 'CONDITIONS OF APPROVAL Individual ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. [7` Community For wells drilled prior to that date, give well depth (attach log If available). ❑ Public Utility Soils Rating Sewer Disposal Well To Absorption Area 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 Date Date Date Inspector Inspector Inspector Inspector Field Notes: IJ it AUG1. 1933 of F.n;h0:7g2 "I".0. of fl0alill & _tr: ircnrl:r,;,i I fro ( APPROVED BEDROOMS_ 'CONDITIONS OF APPROVAL ( )DISAPPROVED ( ) CONDITIONAL DATE GP/PROV >i ^ / Y// 0 r� r BY: Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received Septic Tank Size Well to Tank 72023 (3182( 1l , 4 EXCAVATION WORK CCC Construction ATTENTION: Chuck Mowr-er P.O. Box 647 Eagle River, Alaska 99577 August 23, 1983 ROBERT A. SHAFER CIVIL ENGINEER 694-2979 Dear Mr. Mowrer, Reference: Lot. 3; Block 4; Mountain Valley Estates Subdivision An inspection of the well located on the referenced property was performed by personnel from this office. Certain improvements were required and you were informed of these improvements at the time of inspection. Re -inspection has shown that the well casing is adequately sealed, wires are in conduit, and the grade around the casing slopes away from the well. A water sample was taken and submitted to Chemical and Geological Laboratories of Alaska to check for total coliform bacteria. The results of this test were satisfactory and a copy of the report is attached. If we may be of further service, please do not hesitate to call. Si ss SaA rEft P.E. cc: Municipality of Anchorage Department of Health and Environmental Protection SRB 196X EAGLE RIVER, ALASKA CHEMICAL & GEOLOGICAL LABORATORIES .02 1.LASKA, .INC. _ - 1NpEPEga f F i — TELEPHONE.(907) 562.2343 ANCHORAGE INDUSTRIAL CENTER,-, /> ;6 3 B Street o n ueowemmea -Drinking Water -Analysis Report for TotalColiform Bacteria �rn�<-1..:, ,:i/JF'/1 /^''lI I�//+�r�i�.r/ui" /•[iF,",�F)�"'F1 TO BE COMPLETED BY, WATER SUPPLIER 7 WATER SYSTEM; I.D. N0.� Water System Name Phone.No Meiling Address Ir AS Le Ak City / State 1' ; zip Code, {'ti SAMPLE DATE; f J (+7, Mo. Day ,•� Yeer �j, r SAMPLE TYPEa /ROUtlne ,I; r"i x�: k'/aen sr7',tr�.t ` t r'e' i7 Y ' <, 6. 0 .Check Sample (for routine: sample � s� �,;, i r with lab ref, no. _ )' [,Treated Water r. I, ❑Special Purpose 1� ❑ Untlreated Water y 1fiQ l/`j 1 SAMPLE �:.�'t�d (+, jI` Time U '�� Collected NO LOCATION✓ y ,�* Collected ' By 1 Z ' .}DA J/ i20 S%? — > f <+.{ 4 x .j.• - Ii rr + r x1 (r !� ,.� t1/ �/5'.- iY f ';: �) 0N6 :of colanlor/100 ml. 6r No; of Pceiuv0 Ponione. t 06-1226 (bI" - ;- :BACTERIOLOGICAL WATER ANALYSIS RECORD Rev. 1978 i Data Collected Source _ - READ INSTRUCTIONS a.m. . Date Received —Tim* Received —p.m. Lab. No. Presumptive loml loml I lOml I i0ml I loml I 1.0ml of BEFORE i Confirmatory - - - - 24 Hours - 40 Hours - - EMB Broth 24 hourst Broth 46 hours:_ COLLECTING SAMPLE Multiple Tube Reporort ect Count —10m1 Tubes Posltive/Tatal 10ml Porti Verification: LTB - BOB_ _ Flnal,Membrane Filter Res Its - Coliform/100m1 i scar+ ReportedBY _ ,.¢j.3CQ �Yr Data "1A - Timer.- -A.M. .