RABBIT CREEK VIEW & HEIGHTS BLK 4H LT 2A
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HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 4H LT 2ARabbit Creek ViewHeights Block 4H Lot 2A #020-551-16 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 _p DISTANCES Tp FROM -I4G-- TANK ABSORPTION FIELD WELL Address ey co% No. Phone(s) y Permit No. f Bedrooms S ZJ DDs 4LOT LEGAL DESCRIPTION WELL _ter LINE O s Lot Block SubdyLSioq , I FOUNDATION O r� -- Township, Range, Section �AS • o, ('� '�___ -BUILT DIAGRAM driveway, water bodies, (Show location of well, etc) septic system, property hoes, foundation, —� ANKS_ ❑ SEPTIC f HOLDING Manuf cturer Capacity in gallons Material �tc=__ No. of Compartments TYPE OF SYSTEM ❑ TRENCH [IBED[IW. DRAIN ElOTHER - e to pipe bottom from origma e FT Total depth Irom original grade FT Fill added above origin de Gravel depth beneath pipe FT Grave—i engm FT IBAvei width FT Total absorption area SQ FT Distance between line FT Number of lines Soil rating SQ FT Pipe material b3a34 �UG Installer Date Installed WELLS JK PRIVATE ❑ OTHER (Identifv) Classification (A,B,C) Total Depth FT Cased to FT Installer - Dale Installed: REMARKS: t fa % ��[__� y/— rl lift- Lr A/1 �CX,A- I / ' Scale: Inspectiops Date: SAN Perf ed W by:_- e ENGINEER'S SEAL r2' !d s C S & V lvlil it. S certify that [Pis inspect'n was tJpertgrmed according to all / MILpa�c��CRIe,APIUbluleaTifii4Jl�sPofi this date Health Department Approval: 72-013 (3/851 P, A I fk 17034 Eagle River Loop Road Eagle River, Alaska 99577 ROBERT A.SHAFER CIVIL ENGINEER 694-2979 PRO�EC}'' I ^Y'G�� +� ATE OF TEST: LOCATION OF WELL (Legal Description): c�� 1 t WELL DEPTH: ��� FT. CASING: FT. SCREEN: .�• DATE DRILLING COMPLETED: DRILLER: STATIC WATER LEVEL (Top of Casing): FT. DATE: I ` "`1–O - nC> CLOCK ELAPSED TIME SINCE I DEPTH TO I DRAWDOWNI I PUMPING TIME PUMPING STARTEDI STOPPED, MWATER, FT. RECOVERY RATE, GPM REMARKS IN. 4-fD 1 0 1 (SWI) 0 1 0 Start 5 5 g sr, 1 0 11 ,,'/ 15 151b - 'r-'t;p 20(10' c>_ 25— _ v 30 2; 35 40 45 _ _ 55 60 (1 hour) 90 - 120 (2 hours) 150 180 (3 hours) -- 210 - ��, h 240 (4 hours) C) '�UNJUFALITY OF ANCHORAG5E`, RECOVERY DEPT. OF HEALTH & ENVIRONMENTAL PROTECFION t 0 0 5 _ — IJv 10 - 15 20 0 �a 25 — 30 35 Comments: 1 I� �. tr_ _ � ,�� ���� I'' ��� • Flow is not Guaranteed Subsequent Variations Can Occur. SCALE i h i l 1'l x IJ � D C 0 O. I J � D � y I w �I Z N CL L I I �j 56z � � v w IJ � D 0 O. N N a) � D ls' � v D � c I � -fl S IJ � 0 O. N N a) ls' � v D � N .- I � -fl S nwhO , 1 d A, 1 il 1 1 Z ki , 1 1 -i ! , - 1. Flunf) 1 hit) MW 4 linq adr, Wz.vxx Vu ToN IN.! 1 Mf A. lj 'If .1 ! I fi� nwhO , 1 d A, 4 October 22, 1990 ROBERT SHAFER, P.E. ROGERSHAFER CIVIL ENGINEERS (907) 694.2979 FAX 694-1211 MuniciaCity oU Anchra e APPRAUTHORITY OVALS DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street P.O. Box 196650 Anchorage, Akaska 99519-6650 SEWER &WATER MAIN EXTENSIONS REFERENCE: Lost 2; B2oek 4; Rabbit Creek Heigh" PERMIT REQUEST NARRATIVE SEWER S WATER INSPECTION Request you issue a permit .to ins-tatt a hotding tank on the rebereneed property. Due to area history, groundwater 2evets, tot slope and pooh. soils, we 4 et a hotding -tank is the only suitabte wa.e.tewaten. dispo-sat system ban ENGINEERING STUDIES AND REPORTS this piLopuLty. I"tak2ati-on ob the holding tank w,itt. not abbeet neighbo) i -ng prope tiea any mane than the existing septic system, however, with the holding WELL INSPECTION .tank. on .the westside ob the tot, and the septic system on the eaht3ide &FLOW TEST ob Lot 4, 2b a weU were to be dni-22ed on Lot 3, it must be to the ,south ob Lot 3 (up hittil. Unbortunatety, the proposed toeation ob the hotding tank .is the only bea,6ibte Location due .to tot slope. SITE PLANS For burther property inborma.tion ptease reber .to aur tetter to Eldon Sib3on dated September 24, 1990 and a tetter Brom Flattop Techni-cat Seuiceh to the Alaska Permanent Fund Corporation dated September 8, 1989. ROAD DESIGN Si;eneky, SOILTEST ERT A. SHAFER, P.E. PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 t �tPo SCALE r O � POp v �a G MSI �i�/� ��a ✓� ------------- W� Ott N t cn l 090 N ;17 � � D z r N 0 m September 24, 1990 ROBERTSHAFER, P.E. ROGER SHAFER CIVIL ENGINEERS (907)694.2979 FAX 6941211 HEALTH AUTHORITY APPROVALS Mt. Won S.i44on ROSE PROPERTIES 4175 Tudors. Centre Oni.ve Suite 103 - SEWER & WATER MAINEXTENSIONS Anchaicage, Ataska 99508 REFERENCE: Lot 2; Btock 4; Rabbit Creek Heights 7820 Marino Drive SEWER & WATER INSPECTION c� 'Dean Mr. Sizaon, At yours 4equu t we have .investigated .the nebeneneed property bor punpo4e6 ob obtaining appnovat ob .the wastewater dispobat system. ENGINEERING STUDIES AND REPORTS In concu.rtence with Ftattop Teehnicat Serv.icee tepart dated September 8, 1989, we beet ,the exiAting sy4tem .i4 .located too etose to a noad6.ide stream and the teaehb.ietd ,i.s ptababty inundated with groundwater dut.ing various times ob the yeah, although .the teaehb.ietd appeared dry at th" WELL INSPECTION time. & FLOW TEST Con6.i4tent with Ftattop Technieat Serv.ice,6 report (paragtpah #4) we excavated .two te6t hotel on ,the property to 6.ind a 4uitabte .location to upgrade the septic 6y4tem; or to conb.inm the neee6zity ob a wastewater SITE PLANS hotding tanks' area, These hote6 were excavated uphitt bnom the hou4ep, and. �.in pthat /_ Thein apeared dry eppea4eugh d ndoon oa dt onoundwateA a new ROAD DESIGN theb these hotel a p g g g kevbetz high. (Thi op bot each Note were .identi.cato thus, one soil .Cog .is attached.) Gtaundwaten 6eep4 were present throughout both hoteb, therbone, we .installed a monitoni.ng tube .in one Note and tett the other hate partiatty open bon burthen groundwater mon.iton.ing. SOIL TEST Abten mon.ito i.ng the groundwater teveC4 bor apptox.imatety 2 weeks we bound the 6tatie water tevelb to be fust .Cow enough 'to .instate a teachb.ietd, thenebote, a percotation test wzs penbormed. PERCOLATION TEST UnbortunateCy, tki,6 percotation test bound the 4ott6 peneotation nate to be 80 m.inu te.6 per .inch which .c,6 .in exees6 ab the 60 min/inch on better nequ.inement bar a septic teaehb.ietd. 7here6ote, we beet the only po66.ibte 6otution bot wastewater di4po6at MECHANRALa MECHANICAL on th�i6 n0 y g p y p p pert �C6 a hotd.in tank a4 4u6 eeted b Ftattop Techntieat INSPECTIONS Serv.ecu. ON SITE WASTEWATER DISPOSAL SYSTEM DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 Page Two Lot 2; bCock 4; Rabbit CKeek Hei.gh#6 7820 Maaino Dfiive Sep.temben. 24, 1990 With #h.i6 .injoamation, no 6u4thm tuting bon fuai jicati,on w.ieQ be nece66aty ,to obtain a holding ,tank pehmit 6nom .the MunicipaP.ity o6 Anehonage .(MOAN►. Ib you have any que6tion6, on w16h us ,to pnoceed with obtaining a pehmit bon a hoCding tank .in6,tattati.on, ptea6e contact u6. il A. SHAPER, V.E. /gm 0 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST PERFORMED FOR: DA DA LEGAL DESCRI AFF E ET) w 3 i 4- 6 6 f d •� 8 12- 13 14 51617 15- 16- 17 18 19 20 COMMENTS ♦"MI ML.4M ovv Mta/�. -rA-te,-,JA0,-Y -' n 'Township, Range, SLOPE WAS GROUNDWATER ENCOUNTERED? IF YES, AT WHAT L DEPTH? = O P E Depth to Water After Monitoring? - 10 Date: "1t"90 tl� SITE Gross Reading Date Time Net Time Depth to Water Net Drop HIa. i s i '3 " fJ tl Z„'S 4 a Q,., n PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN`( 7 f AND �_FT S & S ENGINEERING PERFORMED BY:17VOPPF0'v ""I*.i2iVlP��rolOq�y ACCORDANCE eANWATE1tM RTZPAL G n.nna Io.,,. n,oa, CERTIFY THAT THI TEST W S PERFORMED IN ON THIS DATE. DATE: � U _ CIVIL A ENV1ROWENTAL ENGLNEERlNC THFODORE F. MOORL P -E. UU4 (007) 345.1348 • ENERGY CONS RVAMN k ANALYSIS September 8, 1989 Alaska Permanent Fund Corporation c/o Realty Center - Attn: Steve Lloyd 8400 !Hartzell Rd. Anchorage, AK 99507 )Dear Mr. Lloyd; 14530 ECHO Sr. ANCHORAGE, A,XMKA 99516 \�iyyyy Per your request, I have initlated adequacy testing of the on -situ water 1upply and wastewater disposal systems serving the residence on Lot 2, Flock 41 Rabbit Creek 11eights SID, located at 7820 Marino Drive in Anchorage, Copies of the soils test, septic system as -built dfawing and well log are enclosed.. According to the septic system as -built drawing, the 3 bedroom wastewater,. disposal system was installed In August 1982, and conslsts of a 1000 Ballon septic tank followed by 115 lineal feet of leachfield of an undeterminable configuration. The system was granted Municipal Health Authority Approval In 1984 without being subjected to an adequacy test. On September %ducted a preliminary inspection of tho watar supply and wastewater acilities. During this inspection I observed that the fluid level in the soilab,)%di.'.ion system Monitor tube was only 8 taches below ground . level, despite the fac> >.nat the house had been unoccupied for an extended period of time. Scale buildup in the pipe indicated that the fluid level had been' considerably higher in the past. This is indicative that the VlWz is�subjecied to 4wf=_1w&ccwcrater, and thge could not goal y f (e (#• Auth4rit %p oystl, 1 also noted that the monitor tube is on_ _y 16.feet awe (roma colitinu4us11 flowis►g roadside ditch, ins ad of Ute rr *P 100 feet, which would also disqualify it from the possibility or Health Authority Approval. How this system was ever allowed to be constructed as it was Is a mystery; suffice it to eAy that serious mistakes appear to have berm made by all parties involved: The initial soils test was conducted during the winter, at a time when no surfacemoisture is enteriang the ground and groundwater tables are particularly low, It is my opinion that installation of a !soloing tank will be the most feasible: solution to the problem, since there is 11 tee possibility of fiurll�a$ as uitablslto ow the lot for installation of a properly functioning soil absorption, system. Because of the need f re,,x.ppg, thuswi!! itav��tiegatiiaa �e�ue house. New stills Atgs may be required by the Municipality in order to qualify for aholding t dk permita�d if—sz► these wolild definitely resolythe questiaa of whether or not there is any suitable site on the lot for an on. -.Site soil Htasorption. system. Because of known major survey "busts" plaguing this 60clivision, I would recommend that a n�lot.aurx be comissioned at ori ea_rl�r date to �n�' that Present and propos, t-alc`ci)itijs are in fact on the lot. This may already have.been Al M -- 13ecu6+9 the house Is presently winterized, I have of et been Able t�` conduct an adequa teat of the wolf. Aird � ller 31 � (: �' � i� to the" driller's log; tlae wall is .1 p��'� fee deep 86dhs a yield of 5 gal 3 per minute, A, 5 op yield is adcquaiefot''a single family residence, but this will have to be verified by it flov,test and the water quality sampled prior to receipt of Health Authority Approval, I ob rved that the vLdo9§, not have an approved saal acidxrduxu r►S.h�r�; The following is a rough estlm to of the casts that will be Involved in bringing the systems into compliance; with regulations, and alataitting Health Authority Approval. Soils testing ( If required) Excavator to dig test holes 3300 Engineering (soil logo+, perc test, water monitoiltag) .$400 qs Site plata and holding tank justlficadon $Z00 Municipal permit fee for balding tonic $ 90 :. Bid solicitation from 3 txmtractors ( if required) $1.50 installation 00 000 gallon holding U4 (bq contractor,i 43540 "1.. Inspections and .uBt drawiu !3 Well florae test (including water quality testing) $450 Well seal and conduit Installation $ 95 Municipal processing fee for Health Authority Approval $170 Total (excluding cast of lot survey by others) $5605 Please call me if you have any questions on this repo, -t and advise me if you vista me to proceed with the abovedewibed work, Sincerely, Ted Moore, P.H. 101 MU|11ClP�L1TY OF oN�H�k�u� Uepartme�� o� Health & Human Servz(won 825 L Siree�, Andmr�ge` Alaska 99501 343-472O uN~S�TL HOLDlNG [AN|( PERMll Uat�` �ssued: (/1/25/90 Encdneer Designed ^� Uwner Name: -saw, FUND CORP. ` Day Phone: Uw' ss: JUNEAU, AK 998O2 Parce1 Id: 020-114~54 not 1. vision: RAB8IT CREEK HEIGHTS Lot: 2 Block: 4 Set: LiCal : 1 Township: I 11 Range: 3W iot Size 33750 (sq.ft. or acres) Max 8ugrooms: This Par mzt: 3 ToLal Capacity: 3 H0LDING :ANk: !1inimum Tank Size: 2o000 gallons. A high waLe|, a1�rm mustbe instailo/, the tank and connected to the residence. Depth to top of holdzog tank fee+ requires znsulation over tank. EXP[RES 1 ECEM8E11 31, 1119W. ��1STI�G SEPl[C lANK AND TRENUH TO 80 PROPERLY ABAN001"E0. S[lPT{[fANK MAY BE BUR1ED DNA[TE BUT LOCAT[ON MUSlV W 100' FRUU 01 Q1. WELLS old 11 MUST 8E NOTED ON lNOW CTlLIN REPURl. with the requzremenAm; [or on`szte sewers and wei1s as set the It! niczpaliiy of Anchorage (MDO, > and the SLate o[ A1ask &. LJ j, i1e system accordance with all 1,1A codes and rPill ) Pit ior's, �F;d in C with 1 1e design criteris 1 -,erm1,t. adiion I- tn and e u{ H]aska requ1rements nn the seL ha.�k distances <rnm any existing 1 we1i� wastewater disposal sysem or publ|c sewera�e system on Lhzs or any adjacent or nea,by loi. 4. l un'|erstand ihaL thzs perm��t is valid [or a maximum :jedrooms. ] aiso mde/%s(.and that the capacity of the total system is 3 bedrooms and any en]argement will require an addi�ional permit. Signed: lssued 8y: DATE: //� �'/90 _ ^,.... ..... ...... ~~___~~ oto �cpHc Sycf-env tu,,AIn Ic-*O' ®o4 ce-,e(I �- 2f 0 T1 (VAcAN r 1- -27 13 '! Rr N p Rf VIE 12s ' (UO' I— !D' UT+f°lr r 6shtt — — Izg oT 9 Flattop Technfcal Services .14530 Echo Street Anchorage, Alaslca 99,51 F A 6/ l l CH F-5 s/, H04.DIN 6—' TAN�� S (T6 PG -A N ScAc E : (" ^ 5-01 NoTC-.' rrfa Lt Noi vArje : 1190 A s"Ij'/c' r ro Pi -47 pwN !�; : TFti 14il, GaeArrcNs A8 A•PPaox +`trirE GxisrrNb Sole. Aar. rl? EN C it 7.0 G a °IN AB/ooNeo /N 03_0&'0 p4ACC- U� S7,4NO Hous PIP&s 175111,2060 h -t` resr — H GNa Gx(s TING• --_ SEPTIC TRNI: 7'v QF_' R EHGU�O fFD I�.E PI.RCEp w. N lot, foo G.4 4 (-iv�OiNG- Ti)N r X07" I— !D' UT+f°lr r 6shtt — — Izg oT 9 Flattop Technfcal Services .14530 Echo Street Anchorage, Alaslca 99,51 F A 6/ l l CH F-5 s/, H04.DIN 6—' TAN�� S (T6 PG -A N ScAc E : (" ^ 5-01 NoTC-.' rrfa Lt Noi vArje : 1190 A s"Ij'/c' r ro Pi -47 pwN !�; : TFti 14il, GaeArrcNs A8 A•PPaox +`trirE Flattop Technical Services 14530 Echo Street Amhorarge, Alaska 99516 Lot 2, Block 4, Rabbit Creek Heights S/D 7820 Marino Drive Holding Tank Installation Specifications All Materials and construction procedures shall conform with M.O.A regulations. 2. The existing 1000 gallon septic tank shall be pumped, crushed and buried on site. Remove the standpipes from the existing soil absorption system. 3. Install a new Municipally approved 3000 gallon holding tank with two standpipes, in the general location indicated on the site plan. 4. Set the tank deep enough to provide 5 feet of soil cover over the top of the tank to prevent flotation when the tank is pumped. Provide sufficient additional material over the tank to ensure that a depression does not form after the soil compacts. Grade the finished surface to smooth contours. A sump pump or temporary drain will be needed to dewater the excavation during the installation of the tank. 5. Install an approved high level alarm system consisting of a float switch mounted in the second standpipe which triggers an audible and visual alarm mounted inside the dwelling when there is only 500 gallons of capacity remaining in the tank. d: 0 F A " e Flattop Technical Services a� � plN��fi 14530 Echo Street •'�i rFi "' rpt' 0 �n�c� r e t11 slice 9951G * . — a • ; -NCuntcPpa df Anc%%?a e w •....•••��•pp•.•.y.....i DEPARTMENT OF HEALTH & HUMAN SERVICES '! 9••e.r rrrr r.••... 825 "L" Street, Anchorage, Alaska 99502-0650 �'. IHEO,0l1f: F. rnco:{E SOILS LOG — PERCOLATION TEST v > '• CE " 3 � PERFORMED FOR: n f d<DATE PERFORMED: LEGAL DESCRIPTION: 1..2+ IS wf fjQ.bbrf Clr f/h Township, Range, Section: sec" J, T31 N, 8 3Gci S•, /y, DEPTH Pp SLOPE SITE PLAN 1 6-N 6racu,7 2 3 --- Ii,o •Sets 4 M r^ O rows? l yr 2n crewcn�1 6 uuef u,,. olepM 7 8 9 B a flew+ OF NO fe 10 11 12 13 14 15 16 17 18 19 20 WAS GROUND W ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water ppp/Ifc'p It Moniloring7 2— I S L O P E Dale: A / 7 a9 Reaclin9I Date I Gross I Net I Depth to I Net Tm ie Time Water Drop PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER //TEST RUN BETWEEN FT AND FT COMMENTS n rr� E / /LC /tet I/Cry TTS 9 r PERFORMED BY: rlGch4� T .Sr/Cf I -/ �"�� CERTIFY THAT THIS TEST WAS PERFORMED IN 7: H. o/&w4 6 cf N cbvf ACCORDANCE WITH ALL STATFAND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: �0 t-3 / /6�5P 72-008 (Rev. 4/85) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH int ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION $25 L Street -Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYS"fEM AND/OR WELT_ INSPECTION REPORT NAME PHONE NEW A /v L2 / / I'Y r..I i'"J --- -- ����CJ UPGRADE MAILING ADDRESS % Y SuecY1It='wC1� LEGAL DESCRIPTION e4s'6 C, LOCATION �� �/ - u! NO. OF BEDROOMS 13 v� rL_'i, Well � Absorption area Dwelling / DISTANCE TO: / s' 7 PERMIT NO. _ h Z Manufacturer Material N � AN Q-10 No. of compartments Liq. rap city in gallons Inside length Width 6i6o IF HOMEMADE: IV/A— �� Liquid depth � 1 /� ��l �0Z DISTANCE TO: Well Dwelling PERMIT NO. 0 Z Q Manufacturer Material Liquid capacity in gallons w i DISTANCE TO: Well L Foundation ; Nearest lot line �(,) 1 PERMIT NO. °, a Z E. Z a No. of lines Length of each line 13P,, AA `� Total length of Ijnes _.� Trench width 1' 36r inches_ Distance between lines _ aF. Top of tile to finish grade �L r /— Material beneath the t� Total effective a sorption area O _ ®inches _ Length Width Depth PERMIT NO. In nQ. F Type of crib Crib diameter Crib depth Total effective absorption area DISTANCE TO: Well s Building foundation Nearest lot line j Class Depth Driller Distance to lot line PERMIT NO. W DISTANCE TO: Building foundation Sewer line Septic tank Absorption area (s) OTHER PIPE MATERIALS r c SOIL TEST RATING '� ,� 5 1V1 -z3i0 INSTALLER _ )W1&L& k� REMARKS ✓.�/y RFV BY 'Q" &eAU4--1eF— F 9Wj •a �s le h ° 7� ° �i1i /J.�� i4 a, 1834-E �.a � i' ^• a C� n/?OFESS10ehP�pj �sl APPRO .t T LEGAL y �D � �� �/ 72-013 (Rev. 3/78) RETURN TO: Division of Geological and f yslcal Surveys (DGGS) 3001 Porcupine Drive iiele .e: 777-6615) Anchorage, Alaska 99501 W A T E R W E L- L R E C 0 R D Drilling Company NanK' LOCATION OF WELL Please comp i ete either la, Ib, or Ic. U.S.G.S. Local No. Drilling Permit No. A.D.L. No. STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES Ia. Borough Subdivision ` Lot Block Ib. Fraction Section No. Township Range TMerdlani lc. Distance and Direction from Road Intersections Rabbit Creek Heights Street Address and Area of Well Location -'� Feet _ Surface Top Below Bottom 3. OWNER OF WELL: Randy Huff Address: 4. WELL DE d) e[ed) Surface Elevation Date of Completion 2. WELL LOG 4 y�Ma [erial�Type� t�t�r a����Ct�t �i(�i�O c"Z.YII si l.ty clay hitt_ i.e ._ avel. 1 gravel hard do cobbles bb 1 e s �s e e a , p " ��� ll_ Ii Ltle �rslvel. IJ rn till 0_ �3 _ 2 _ _�- 75 I-81 I V 7 - 5. `J Cable tool Rotary Driven Dug Au er Jetted Bored Other: (] 9 -- —� �6• USE: BDdmestIc Public Supply ❑ Industry mm ElIrrigat ion ❑Recharge ❑Coercial DTest Well bother: � sI II�O gravel-_---------------'"�--• X31 1001 100 102 �-- 7 CASING: Threaded ;'Welded XRg in. to 10Z ft. Depth Weight lbs/ft. in. to —aft. Depth - .---�._- ,,��..f� - ---.-----"'-------'---��--- --•----�--- 3. FINISH OF WELL: Type: Diameter: Slot/Mesh Size: Length: Set between _w ft. and ft. Fittings:-- NUMCIPALI(Y OF A�NICHCR,k , — ---U�rT ('• vrC- - F }�5 f t . 9, STATIC WATER LEVEL: -- Above `wow land surface Type of Measurement: 10. PUMPING LEVEL below land surface ft. after _hrs. pumping , � 9•p.m• ft. after hrs. pumping g.p.m. 11. WELL HEAD COMPLETION: In Approved Pit Pitless Adapter inches above grade 12. GROUTING: Well Grouted: Yes No material: C�Neat Cement ❑ Other: 13. PUMP: (If available) HP Length of Drop Pipe fy ft. capacity —_ 9-P• Type: Q Submersible ❑ Reciprocating ❑ Jet ❑Other: — - - - ��--,------- - - - �-- 14. REHARKS�i.-�--vY Water Temperature: 15, 'WATER WELL CONTRACTOR'S CERTIFICATION: This well was Sri l led under my jurisdiction and chis report is true to the best of my knowledge and belief: Ve.r. n' s Drilling & i-',nt �lLA j X20 Name tract License NunTer Registered Bus,ness NamConns Address: 1222.1 Av:ion St reet�_51211.1 ox 1 5(0 An r:hnr�aF�_._LIIi.y -- Signed: ��.�ill�-�" /,/�� �-. Date: Author -zed Re pre se n tative� _ ._ ..._ 1__.. ,.._._. ­_..__. uuiTc - c.,ro necc PINK - miller. CANARY - Customer �� TYPE OF SUIL H8SORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS - ] SOIL RHTING (SQ FT/BIM: ]10 THE REQUIRED SIZE OF THE SOIL HBSORPTION SYSTEM IS: low �M 0- 1-1 — 0. KID �EEL ��"GH ���� :1- CIA M V EYE P. . P7? M fo"~�1-1 nn-: !t'-ji THE LENGTH DIMENSI0N IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIEL, D, THE DEPTH OF H TRENCH OR PlT lS THE DISTHNCE BETWEEN THE SURFHCE OF THE GROUND HND THE BOTTOM OF THE EXCHVHTION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRHVEL BETNEEN THE OUTFHLL PlPE HND THE 8OTTOM OF THE EXCHVHTION (IN FEET) FQ Q KIT k. A I yon PEE f? AKT tin W -1-.1 c? �10 P" 0 f< 10; :11L X KID WE, 11H1=1��K71 TV! jb: PERMlT HWIN. ICHNT HRS THE RESPOIN: IBILlTY TO INFORM THIS DEPFit TMEKAT DURING THE INSTHLLHTIOH INSPECTIONS OF HNY WELLS HDJHCENT TO THIS PROPERTY HND THE NUMBER OF RESIDENCES TINT THE WELL WILL SERVE, ��~ ��^�0 Q §2 J I E40 0; to, V 01v -1 - I CIA phi 51:; FQ IH: CIV U 11 W 12T Q BHCKFILLING OF HNY SYSTEM WITHOUT FINHL INSPECTION HND HPPROVHL BY THIS DEPHRTMENT HILL. BE SUBJECT TO PROSECUTIOP-L MINIMUM MSTHNCE BETNEEN H NELL HND HNY ON-SITE SEWHGE DISPOSHL SYSTEM IS 100 FEET FOR H PRIYHTE WELL OR 150 TO 200 FEET FROM H PUBLIC HELL DEPENDIN� UPON THE TYPE OF PUBLIC WELL MINIMUM DISTHNCE FROM H FIR IVHTE TO H COMMUNITY SEWER LINE WELL TO A PRIVHTE SE|AER LINE IS 25 FEET HND IS NELL LOGS HRE REQUlRED HND 75 FEET. MUST BE RETURNED TO THE DEPHRTMENT WlTHIN ]0 DHYS OF THE WELL COMPLETIOM. OTHER REQUIREMENTS MHY HPPL? SPECIFlCHTIONS HND CONSTRUCTION DIHGRHMS HRE HVHILHBLE TO INSURE PROPER INSTHLLHTION 10MEN&T 1: -T TAK0,0170 1: 100:145 I CERTIFY THHT 1� I HM FHMILIHR NITH THE REQUIREMENTS FOR ON --SITE SEWERS HND NELLS HS SET FORTH BY THE MUNlClPHLITY OF HNCHORHGE, it: I WlLL INSTHLL THE SYSTEM IN HCCORDHNCE WITH THE COMM. ]� I UNDERSTHND THHT THE UN`SITE SEWER SYSTEM WillREQUIRE ENLHRGEM T IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THHN ] BEDROOMSv�� SIGNED�~ �.�v�K�' H�PLlCHNT RRNDHLL F��F ��� L7 SOILS LOG y MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL. PROTECTION RC1 PERCOLATION TEST 825 L. Stroot, Anchorage, Alaska 99501 264-4720 SOILS LOG -- PERCOLATION TES -r" PERFORMED FOR: _ DATE PERFORMED: ILI LEGAL DESCRIPTION: " O 1 2 3 4 �b 6 7 8 9 c -f 1 U 11 12 13 14 15 16 17 18 19 /j WAS GROUND WAl"GR S ENCOUNTERED? / L �— 0 P IF YES, AT WHAT" / [r/ , E DEPTH? Reading Date Gross Net Depth tocb — jy, Netl' Time Time Water Drop --- - S'" Z ---- 9 20�PLfCOLATION RATE (rriiri.ytes/inch) i Y r T RUNTN(yEN FT / N4 (r' JAL 7�o `� IP �, �/�� ✓/�a/1 `E�/tJ/�J ��"CC.� r�i,.. ,�f 7J,�Cc �cs�;..�.( J COMMENTS -- t PERFORMED BY: /( '"S' CtRIFI ED 6Y.- —,' -_ t DATE:_-_._—_�� 72-008 (6/79) • . - , I MUNICIPALITY OF ANCHORAGE !� Department of Health & Human Services AR0 DIVISION OF ENVIRONMENTAL SERVICES 343-4744 CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING ParcelI.D.10 d G — a HAA# ENV 0u Nim ` 1. GENERAL INFORMATION (Must be completed prior to submittal) = r 1 £? 1990 (a) Legal Description (include lot, block, subdivision, section, township, range) Loi 2; 13koeh. 4 Rabbit ..ne2fz Heights Subdivision; 01 Location (address or directions) 7820 Manino D),I i.ve / (b) Property owner Alaska Pewanent Fund Coxw.elephone : (home) Business Mailing Address 8400 4aktzet2 Road, Anchwtage, Alaska 99507 (c) Lending Institution Mailing Address Telephone (d) Real Estate Company and Agent ROSE PROPERTIES Arra: Eldon Sisson Address 341 West Tudors #103 Anchanage Alaska 99503 Telephone (e) Mail the HAA to the following address: (or check here IMM hold for pick up.) List contact person and day phone number below: S & S ENGINEERING 170134 Eagle River Loop Road No 204 -- Eagle River, Alaska 99577, 2. TYPE OF RESIDENCE Single -Family 1Xx Number of bedrooms —3/ 3. WATER SUPPLY Individual Well t�Y- Community ❑ Public ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. 4. SEWAGE DISPOSAL On-site Public ❑ Community ❑ Holding Tank 0 Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legailty and status. 72-025 (Rev. 7/88) Page 1 of 2 LtdAnk4 N -MENIAL SERVICL-S DIVISION MUNICIPALITY OF ANCHORAGE (MOA) -r 199D CHECKLIST • �� Health Authority Approval (HAA) J r CHECKLIS -FEBRUARY 9984 pct y ` f /D Legal Description: f a 6 r r A. WELL DATA Well ClassificationIf A, B, C, D.E.C. Approved (Y/N) �1 Well Log Present (Y/N) --Date Completed 11 J - Yield _ �• Total Depth ._(_o2_Cased to _I Depth of Grouting D -': D l - Static Water Level Pump Set At Casing Height Above Ground _ /2 / t Sanitary Seal on Casing (Y/N) Electrical Wiring in Conduit (Y/N) Depression Around Wellhead (Y/N) SEPARATION DISTANCES FROM WELL: To-Septic/Holding Tank on Lot ; On Adjoining Lots D� f To Nearest Edge of Absorption Field on Lot /' ; On Adjoining Lots To Nearest Public Sewer Line - To Nearest Public Sewer Cleanout/Manholei9__ i To Nearest Sewer Service Line on Lot Water Sample Collected by Water Sample Test Results Comments B. IC/HOLDING TANK DATA Date Installed 1 �-1�-9DSize -2�01ftl No. of Compartments Standpipes (Y/N) ____�_—Air-tight Caps (Y/N) Foundation Cleanout (Y/N) Depression over Tank (Y/N) _ Date Last Pumped Pumping/Maintenance Contact on File (Y/N) AJ ; for — A)/LA Holding Tank High -Water Alarm (Y/N) — 4 Temporary Holding Tank Permit (Y/N) — SEPARATION DISTANCES FROM SLW-�/HOLDING TANK: r To Water -Supply Well ! 00 ' To Building Foundation To Property Line n To Disposal Field - To Water Main/Service Line To Stream, Pond, Lake or Major Drainage Course Comments 72-026 (Rev. 7/88) Front Page 1 of 2 c� ueoe�roertc CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC. 5633 B STREET • ANCHORAGE, ALASKA 99518 • TELEPHONE (907) 562-2343 FEDERAL TAX I.D. #92-0040440 ANALYSIS REPORT BY SAMPLE for Work Order # 30294 Date Report Printed: NOV 26 90 @ 08:19 Client Sample ID:L2 84 RABBIT CR. HIS Client Name S & S ENGINEERING PWSID :UA Client Acct SNSENGP Collected NOV 20 90 8 16:00 lira. P.O.# NONE RECEIVED Received NOV 20 90 @ 16:30 hrs. Req # Preserved with :AS REQUIRED Ordered By : RAY SHAFER Analysis Completed :NOV 21 90 Send Reports to: Laboratory Superrvisor�EPPHHENN C. EDE 1)S & S ENGINEERING Reloased By .k��"� C ZL,— _ .................. .,................... ........ Special Instruct: Chemlab Ref #: 904944 Lab Smpl ID: 1 Matrix: WATER Allowable Parameter Tested Result Units Method Limits ------------------------------------------------------------------------------------------------------------- NITRATE-N 1.2 mq/l EPA 353.2 10 Sample Remarks: ROUTINE SAMPLE SAMPLE COLLECTED BY; RAY SHAFER =c ==-.. j I Tests Performed = _ ,.e c See Special instructions Above UA -Unavailable ND= None Detected See Sample Remarks Above NA= Not Analyzed LT -Less Than, GT -Greater Than MUNICIPALITY OF ANCHORAGE: DIVISION OF ENVIRONMENTAL IIEALTH DFPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE I. General Information Application Date .( /Z? ��� y `v V— (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) T' .1 (b) Applicants Name�,,j.I�c, rN�- Telephone IIom�}� t�>siness- ).� Applicants Address_.. t.3%t fiJd S! •( •� i 1 i, r� i=� r_Y_di ,l _ (c) Applicant is (check one) Lending InstitutionE�_J_; Owner/builder Buyer F I ; Other I-] (explain); (d) Lending Institution Address (e) Real Estate Co. & Agent Address Telephone (f) Mail the HAA to the following address: 2. Tjj)e of Residence Single -Family ulti.-Family �4 Other (describe Number of. Iced roollIS 3. Water Supply Telephone Individual Wel]. 21 Community L � Public! —1 Note: If community well system, roust- have -or i.tten confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. Sewage Disposal OnsiteFZ Publi.c E-1 Community F ---] ,,Tank ^ T Note: if community well system, must have written confirmati.or: from the State Department of Environmental Conservation attesting Lo the legality and status. [Page 1 of 2] 5. 13ut;tt���c�? Lr(t t%1_rm Prov td]nl; itIr,pecttoII.1 'fe F, ta, File Search, Dart and _fnformari.on Vet`iry LllaL. illy LnVaSL18a _LULL o1 Lhi.s IIeit Llk AULtluLity Appi uval. `ulluvllu Lhat. the utt'-slL.c. 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. Ancliortge 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 regula- tions in effect on the date of this inspection. Name of Firm (_ Telephone Address Date Ab (fN6INEFR SEAT) 6. DREP�Approval Approved for bedrooms Approved l_ Disapproved Terms of Conditional. Approval 13y CAUTION Conditional -----�.3'm`-`z..p.,;.fes.`-I.:�.�p`.i�,-._.�,...�.. ss�,{ G1 �® q�C3r��ufl0tl ofl a' � ,,f G3 �'..�00 �5dGp fla6�2 r10(140b V::Jflu9 ie�5 �' I� OGOb Lf.fl N406aK 0fl,In CSP%S9er�: 4"" V. r` �'A lr''- Leroy C./Reid, i,: No. 2251 E flc Da THE RUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVTRONM_"NTAI, PROTECTION (DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SO_T,ELY_ UPON THE- REPRESENT- ATIONS GIVEN IN PAMGRAPH S ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER REGISTERED IN THE S'L'ATE OF ALASKA. T1IE DHEP DOES THIS AS A COURTESY TO PURCHASERS OF HOMES AND THEIR LENDING INSTITUTIONS IN ORDIsR TO SATISFY CERTAIN FEDERAL. AND STATE REQUIRE- MENTS. EMPLOYEES OF DHEP DO NOT CONDUCT INSPECTIONS OR ANALYZE DATA 13EFORE A CERTIFICATE IS ISSUED. 1111': MUNICIPALITY OF ANCHORAGE IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS IN TILE PROFESSIONAL ENGINEER'S WORK. (DHEP SEAL) RR4/ej/T)18 [Page 2 of 2] 7-1.9--84 MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 Legal Description: L -Or tK _ A. WELL DATA Well Classification /QWA-rg If A, Be or C, D.E.C. Approved(Y/N)yUJJ�_ _ Well Log Present /N) _ Date Completed B--Z_� Yield E442i Total Depth ) -2- Cased to _ / c� 'Z_ Depth of Grouting t9%'�� Static Water Level 4/S _ Pump Set At Sanitary Seal Casing ) Casing Height Above Ground ?, L Y g Electrical Wiring in Conduit N) Depression Around Dbllhead (Y � Separation Distances from Well: To Septic/Eiolding Tank on Lot RG,,y �; On Adjoining Lots 41 A To Nearest Edge of Absorption Field on Lot ; On Adjoining Lots To Nearest Public Sewer Line d 1a To Nearest Public Sewer Cleanout/Manhole� -__ _ To Nearest Sewer Service Line on Lot Water Sample Collected By r b0 ; Date Water Sample Test Results _S 4'-E±f3 T — s- Ccmm nts B. SEPTIC/HOLDING TANK DATA Date Installed , 9 B Z Size _ / C7cD6 No. of Cafpart ants Standpipes /N) Air -tight Caps d/ — N) Foundation Cleanout4/N) Depression over Tank (Y/,% Date Last Pumped AL Pumping/Maintenance Contract on File ; for 14i`DAL1. ix _ Pa MP+NC Holding Tank High --Water Alarm (YIN) NtA Temporary Holding Tank Permit (Y/N) IVA Separation Distances from Septic/Holding Tank: i To Water -Supply Mll . 15 To Building Foundation To Property Line .� CLQ To Disposal Field To Water Main/Service Line iu a___- To Stream, Pond, Lake, or Major Drainage Course N.GA-- Comments----- an���� [Page 1 of 2] N011DRONd ialNawNOMIANI 8 HiIVAI JO UK] 2-15-84 5Ov401ADNV dO a1VdlD1NnN4 [Page 1 of 2] N011DRONd ialNawNOMIANI 8 HiIVAI JO UK] 2-15-84 5Ov401ADNV dO a1VdlD1NnN4 2-�f� G, K ids C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata 3 JDi Type of System Design 'r^'0tJC 14 Date Installed Length of Field _ ) g - Width of Fields Depth of Field Gravel Bed Thickness Square Feet of Absorption Area J')2S Standpipes Present &/N) Depression over Field (YAM Date of Last Adequacy Test &Jt,4 Results of Last Adequacy Test PJ(A Separation Distance from Absorption Field: To Water -Supply 'Kbll 0a ` To Property Line To Building Foundation To Existing or Abandoned System on Lot N (/j- On Adjoining Lots >-,3 0 ` To Water Main/Service Line ,()ly} To Cutbank(if present) A-), To Stream/Pond/Lake/or Major Drainage Course N /,q To Driveway, Parking Area, or Vehicle Storage Area 2 �, r Comments,*, PEE Mn iA ,��cs5 /� Tll� 11S/�ta L, -r - D. LIFT STATION Date Installed /�J�f Dimnsions Size in Gallons Manhole/Access (Y/N) /t) "Pump On" Level at //� `Pump off" Level at _A� %T1�� High Water Alarm Level at /U/ Vent (Y/N) W/A__ Tested for f 4Z Pumping Cycles during Adequacy Test. Meets MOA Electrical Codes Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified, or conformed to all MOA HAA Guidelines in effect on the date of this inspection. �_yy����D Signed _ A v �; Date 6 zz 0 o11F,Mv O��A�4S��6 Company wEC �/.v r, MCA No. fj'�F C�£'_� ��q'ra.• s a, KBl /d5/s (Page 2 of 21 X ..0 Be e0 ipn! �C •r,. or C, avid, . No. 2251.E 2-15-84 r%- \ ALA �An 'SILL SHEFFIELD, COVERNl7R *EPT. OF EN%'1BONMENTAL CONSERVATION SOUTHCENTRAL REGIONAL OFFICE 437 "E" STREET, SUITE 200 ANCHORAGE, ALASKA 99501 September 4, 1984 274-2533 Alaska Environmental Services 1200 West 33rd Avenue Suite B Anchorage, Alaska 99503 SUBJECT: waiLotVe2, Block n4alRabbitrCreek Heights /D,Well Anchorage }c Tank, 8521 -WA -012 Dear Sir: The Department has reviewed the subject waiver request and hereby waives the horizontal separation between the well and septic tank to 95 feet on the subject property. Sincerely, Bruce E. Erickson District Engineer BEE/dd ALASKA ei d ROWnTAL COM-noL SeRUINS, Inc. engineerinq & Enuironmental Studies September 5, 1984 Keith Bandt Municipality of Anchorage 825 L. St. Anchorage, AK. Dear Keith: On June 22, 1984, AECS Inc., did a Health Authority approval for Randy Huff on Lot 2 Block 4 Rabbit Creek Heights. It was dis- covered that the well to septic tank distance was 96.5 feet, not 140 feet as recorded on the original inspection form. The reason for this discrepancy is that at the time of inspection, the engineer measured the distance to the proposed well site, not the actual well, and the well drillers later put the well too close to the system. This is shown by the fact that the date of inspection is 8-11-84, and the date on the well log is 11-2-82. The State granted a waiver of this distance on September 4, 1984. This date is over two years since the date of the original in- spection. However, since the Health Authority Approval was actually performed on 6-2284, less than two years from the date of installation of the septic system, we feel that it should not be required that an adequacy test be performed in this case. Although normally an adequacy test needs to be performed if a system is over two years old, this seems unneccesary here, since the two year limit expired only because of the paperwork involved in obtaining a waiver, and in fact, the system is still less than two years and one month old. Sincerely, Darcy Bevens Engineering Geologist DB/sc Approved by: 1200 &sl 33rd Auenue, Suite B • Anchorage, Alaska 99503 • (907) 276-1361 ALASKA FnUIROWnTAL C0111RUL )01' 11 O, IM. •� a •. ,�nginecnnq & Enuironmenlal Studies Alaska Department Conservation 437 E Street Anchorage, Alaska Attention: Bruce C �.\ 41 t 21, 1984 ofSronmt;�� Pau � ; FAN 99502 C` Erickson V CIO Subject: Rabbit Creek Heights, Lot 2/Block 4 Dear Bruce, On behalf of Randy Huff, I an requesting that the horizontal distance between the well, and septic tank for Lot 2, Block 4, Rabbit Creek Heights Subdivision be waived down to 95 feet. On August 1.1., 1982, S & S Engineers inspected the septic system and recorded that the well to septic tank distance was 140 feet. However, when an Engineering Technician from AE>rS recently measured distances on this lot to obtain a Health Authority Approval, he noted that the well to septic tank distance was only 95 feet. The reason for the inaccuracy at the time of the inspection is that the well was installed after_ the septic system was built. The date on the well log is 11-1-82, almost 3 months later than the date on the inspection (8-11-82). The drawing on the inspection form shows a "well site" not a well. Evidently the engineer measured and recorded distances to the proposed well site, and then the well drillers inadvertently drilled elsewhere --too close to the septic tank. The distance was never waived by the MOA, because from their standpoint, there was nothing to waive—they received an inspection report stating that the well was 140 feet from the tank. A copy of the well log is enclosed. As you can see, water was encountered in a gravel from 100 to 102 feet and the soil above it was fairly tight, with a clay layer from 8 to 15 feet and hard pan from 45 to 75 feet. The soils on this lot are tight, with a soils rating of 312 sq. ft./bd. This rating is adequate for an on-site septic system (330 sq. ft./bd. is the highest allowed.) The owner installed the septic system himself. This is something that the Municipality allows, because 2 inspections are still required by an engineer to ensure that it has been constructed properly. This was done in Randy's ease. when Randy installed the septic system, he used visqueen as the covering material. Visqueen is not a good material to use, because it does not allow for evaporation, as Typar or Propex would. However, when he was installing the system, he was following the diagram and instructions issued by the Municipality, which clearly states that visqueen is to be the covering material. At any rate, the visqueen at least will keep the backfill from contaminating the system. 1200 Wesl 33rd Auenue. Sudo B • Anchoroqe. Alaska 99503 • (907) 561.5040 . V At present, the well is uphill of the septic system, and there are no septic systems or wells on adjacent lots, as no one has started building there yet. An as -built of the property and several other documents that you requested of Randy are also enclosed. DE/caj M ..�.fw•........ ...te . 1J . Z �n+y • No. 2251.E •.•'���� Sincerely, Darcy 'Y ens Engineering Geologist DEPT. OF ENVIRONMENTAL CONSERVATION SOUTHCENTRAL REGIONAL OFFICE 437 NP STREET, SUITE 200 ANCHORAGE, ALASKA 99501 July 23, 1984 Mr. John Gates Alaska Environmental Control Services, Inc. 1200 W. 33rd Avenue, Suite B Anchorage, Alaska 99503 Dear Mr. Gates: BILL SHEMELD, GOVERNOR Telephone: (907) Address: 274-2533 Subject: Horizontal Separation Waiver between the Well and Septic Tank Lot 2, Block 4, Rabbit Creek Heights (8521 -WA -012) The Department has reviewed the subject waiver request and cannot approve it because it was not demonstrated that the required separation was clearly not necessary 'to prevent contamination of the well. yEl.Erirckson ey, Br ce Environmental Engineer BEE/msm 1� '�. MAW VU111U1IIRIII AL WiI UL �Uht�lU��, IIIA. Engineerinq 6 Environmental Sludies June 25, 1984 Alaska Department of Environmental Conservation 437 E. Street Anchorage, Alaska 99501 Attn: ' Bruce Erickson Subject: Rabbit creek heights Block 4 Lot 2 Dear Bruce: The well on the subject lot was measured at 95 feet from the septic tank. The well is over 100 feet frau the absorption area. The soils are rated at ML throughout (310 square feet per bedroan). The well is 102 feet in depth. Since the distance encrochm-rit is between the well and septic tank, this office requests that a waiver of 95 feet well to septic tank. if this office can be of further assistance please contact us at 561-5040. Sincerely, � 7 J0 V John Gates Engineering Technician Approved by: �±~OF Q4Q ���4••�•s►•.•�ej P- t1ld Os �• H C. Reid. Jr.: a° f "•e• 1251.8 .f •' �� 'n tl �F , j.0696600� •+ aea �PRO FCSS��; �" ��►vw�er�Q-w. 1200 Wesl 33rd Auenue. Swe 6 • Anchorage. Nosh 99503 • (901) 561-5040 APPLIIC NT FILLS OUT UPPER HAL -ONLY Propert, Owner Mailing Address j/ j�-•---y�/l Zip Code''%%.5. `3z/3�_ ci,•-/ 7 Buyer Address Zip Code Lending Institution Phone Address f O/ii e. / G'� G�y 7 Zip Code Date Realty Co. & Agent— —0 Phone Address Zip Code Date Legal Description Street Location Type of Residence f Single Family _ ❑ Multiple Family No. of Bedrooms .-�Z ❑ Other Water Supply P Individual ❑ Community ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available). ❑ Public Utility Sewer Disposal ,W 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 , 121,e U w Date Date Date Date �^ Inspector Inspector Inspector Inspector i Field Notes: / r Seer.•{ 7/ ; L._• ., � -.. () APPROVED BEDROOMS 'CONDITIONS OF APPROVAL ( ) DISAPPROVED if monies are escrowed for the installation oa ( ) CONDITIONAL APPROVAL' a stan(`IniJe. This denartment is to be notified / for an on-site inspection of the tie-in to the DATE drainfield. The backfilling over the septic B -tank will, also, need monies escrowed. This will need to be reinspected by this department after completion of the work. Soils Rating Date Sewer Installed Well To Absorption Area - Well Log Received Well to Tank Septic Tank Size t January 1/1 11)33 �tan;li:l.l_ L !➢<lv:i.Gt Ilc)fi,: I)RA 1113(;--A j1uC1101:i;1'tf?r (1 99 5017 `Il.li)jCCt,! Lot 2 Filoci- R I;,li),)it Creek i`"it;SS. `un Oval Fol^ t.},c ) nrlivi dual r!C'b7C 1: r1110 (r'rtt;Qr^ { 1C1j_]_ 11 7 E i Gdl11 '1C)}� I)C )Y if11,C?!1 UTlt:1.3 Lf)1.1.MJ1.11CT it.C�lYi.`S )N;ve been C'.(�l�ll).l.E Leel: J ',7e'l.l, (;EgsiliC1 slJOL11(l 1"Tc fiE""?�ll.C3(i ;il) thrlt: it i! traC.C;rC,1.C;11L-. tO 'Clio F)E?l,l 11C,ciC3 i1j'E 111 i ' ' I:Lol;.At,Jd[1 C) f the P"uni i.i)%11 i L o '. / 11[:1'1:➢i:ttq( iilU :{ hoC3 t1 C;. tiCC1 ].ri co adllit:. rt' }10 t71f 4' r armly- 1`) rety-jort: 1100faS, Lo l)C. ;•'ill}.)Silt.t:'�C.'(.j to t, 111 C3 CJ f. f,:1C. C, r. t'C)Yl is})O { }]C,'T,l }..i:'li)o 5633 13 St: x.'eC Y_, i -0r: c)U7a Y. C'.V]"C?t3. 4 kocr= to and <' mo} ,Io t; 11, c,'1C'rallout; to t;Clt- :iC'c?T.)t1Cl � t l.f?oching r1d'C'..:1 I''O OUr' :L11:i[)t?C?'L"ion. `.i11i, is to irmure tho minimum1.11 5'it cIt1ce recIu:L Y'E?C:1C?11t;t ;j`t.'C'. ITIpt.' 17C t, rf C?1'] U10 woll i.lrltl :.ewer �Vsf;ein. r) rlll Cs IE'Jjr"(•'Si ,i 7, CJr1 f vor t:}IE' £i k?6'7f: 7: £.is/fit; G'I- will, `'' y ' uF c•li t o he Ci 11c , Fd0 'Lhat: t'ii,ll ri3C7it i)ia'1_c'.L' Clr;.lilm away f1"r)iCl t:.hc :>C?i::E?7: ;iV:i1',C?:0. ti.l_C?i:ln.,: notify t:}1J..r1 1101 o-1 ill ;Crop a11Cim-, hc_.( 111 core ect od.y l -t: L}7f)Y.'f* ilr:C r111 fur.t,}ler- <sue<-it<l.ons, I.>l.c?ia.�r± 0,111 t:}lici Of`f'l.cc: at. 261 —4)%20. j �S inc<=t•r�1y, 11153:>CJC77 iit;c; }'iXl`J)"TC)r)7ilE.'.tli:.iil, Cl.€l