Loading...
HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 3V LT 1AP-abbl*t'Creek View &Heights Block 3V Lot 1 A #020-511-20 �-Municipality of Anchorage Ar Department of Health and Human Services dhh5 Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 August 12, 1992 James R. Wingerd 15900 Francesca Drive Anchorage, Alaska 99518 Subject: Lot 1 Block 3 Rabbit Creek View Subdivision Permit #SW910235, PID #020-032-04 The subject permit, issued August 12, 1991 by this office for a single family well and/or on-site wastewater system, has expired as of August 12, 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: $200.00 for an on-site wastewater permit; $75.00 for a well permit and $275.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sinc ely, Robert W. Robinson Acting Program Manager On-site Services cc: Copy of Permit PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW910235 DATE ISSUED: 8/12/91 DESIGN ENGINEER:S & S ENGINEERS EXPIRATION DATE: 8/12/92 OWNER NAME:WINGERD JAMES ROY OWNER ADDRESS:15900 FRANCESCA DR ANCHORAGE, ALASKA 99518 PARCEL ID:02003204 LEGAL DESCRIPTION: RABBIT CREEK VIEW BLK 3 LT 1 LOT SIZE: 69124 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: ISSUED BY : 4"," C."'Z& DATE: DATE : l �� M August 5, 1991 ROBERT SHAFER, P.E. ROGER SHAFER, P.E. CIVIL ENGINEERS (907) 694.2979 FAX 694.1211 HEALTH AUTHORITY APPROVALS Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES SEWER &WATER 825 L Street MAIN EXTENSIONS Anchorage, Alaska 99501 REFERENCE: Lot l; Block 3 Rabbit Creek View Subdivision SEWER & WATER INSPECTION We request you issue a permit to upgrade the septic system located on the referenced property. ENGINEERING STUDIES There is no documentation on the existing leachfield and it is AND REPORTS suspected to be encroaching groundwater. The existing septic tanks encroach on the 100' protective well radius. Groundwater monitoring within the test hole found water at 6' below WELLINSPE TION the ground surface. However, the area is known for fluctuating high groundwater levels so we've proposed a bed type leachfield to be constructed at ground level. Since the test hole was excavated on the high portion of the lot, we do not anticipate groundwater levels to rise within 4' of the ground surface. SITE PLANS The property is surrounded on three sides by roadway and a creek. The fourth side is adjacent to a developed lot with a holding tank. We do not anticipate any adverse effect on neighboring properties ROAD DESIGN by installation of the proposed upgrade. If you have any questions, or require additional information for your review, please contact us. S01 L TEST Sincerely, PERCOLATION TEST ROGER J. SH ER, P.E. RJS/ztc STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTEWATER DISPOSAL SYSTEM DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 �1� -x; 75 o c ° c s V l.���• �� • n• a Hr4 •i I ���i �'L �J a r' s i • /, • P a4.$ • J P i1 0 6 • �� 4111* :^1 p • i y A •�� Aw Y� i o;> (ENGIEAE) • Municipality of Anchoragesol DEPARTMENT OF HEALTH & HUMAN SERVICES: o o e 825 "L" Street, Anchorage, Alaska 99502-0650 ' SOILS LOG - PERCOLATION TEST PERFORMED FOR:J Vl� ' DATE PERFORMED: Q�`--q , LEGAL DESCRIPTION: L- D PTH F E�i1_ 1 � 2 ` ,0. 3 ^ 10- 11 12 13- 14- 75- 16- 17 314151617 18 19 20 COMMENTS Township, Range, Section: i�� WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? SLOPE S t L L O P E Depth to Water After i Monitoring? (o Dater^2q SITE PLAN Reading Date Gross Time Net Time 4 Net Drop 5 28 -all 2 : -;,' -� Z Z=iia r-tsrs, 6 Q, 7 f7 4 + l 2` v 8 U�! 9 10- 11 12 13- 14- 75- 16- 17 314151617 18 19 20 COMMENTS Township, Range, Section: i�� WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? SLOPE S t L L O P E Depth to Water After i Monitoring? (o Dater^2q SITE PLAN Reading Date Gross Time Net Time Depth to Water Net Drop l 28 -all 2 : -;,' -� Z Z=iia r-tsrs, �5� Q, u 4 + l 2` v kLP H PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN 2— FT AND -�5 FT PERFORMED BY:- 17034 River Loop Road No 94 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH�ALL� IATE'ANID MUNIIC�� GUIDELINES IN EFFECT ON'THIS DATE. DATE: —i 72-008 (' 72-008 (Rev. 4/85) ,'ZUNICIPALITY OF ANCHORAGE, Hea h and Environmental Prote on y'. Fourth Floor West 825 L Street Anchorage, Alaska 99501 279-2511, x 224, 225 ,QNSPECTION REPORT ON -SME SMACE DISPOSAL SYSTEM NAME- -- --- MAILING ADDRESS V©'en� 1 —_ PHONE J LOCATION LEGAL DESCRIPTION SEPTIC TANK: � DISTANCE aJ NUMBER OF FROM WLLL _ _ MANIUFACTURER - MATERIAL, _ _ COMPARTMENTS _72— INSIDE 2- INSIDE LENGTH _ INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY%140 GALLONS. TILE DRAM FIELD: TOTAL LENGTH DISTANCE FROM WELL FOUNDATION_ -NEAREST LOT LINE-_-_ —.OF LINE # of Lines _ — DISTANCE BETWEEN LINES TRENCH WIDTH—_ IN. TOTAL EFFECTIVE ABSORI T;ON AREA SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER DEPTH: TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILE SEE PAGE. PIT: IN. ABOVE TILE IN. Dii-(METER OR WIDTH--, LENGTH—, DEPTH _ Log Crib Rings Crib Size:. DIAMETER --_DEPTH DISTANCE FROM: WELL TOTAL EFFECTIVE BUILDING FOUNDATION - , NEAREST LOT LINE ABSORPTION AREA (WALL AREA) SQ. FT. Well Class: Depth: Well Distance To: Lot Line Bldg: Sewer Line: Pipe Materials: # of Bedrooms: Installer: Remarks: --t- I , } ► f 4 l - ,--� DATE!�i1_-��`�1APPR0VED / - ` ��A P-4 :1 K:1 3'. 91- i L_ 1: _i, C3 F"_ 600 P-4 c:: 1-1. W., FA k -EE: DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 'L' STREET, ANCHORAGE, HK. 99501 ` 279-2511 win 01_15 X 0- EEE 0; IE: 1,11 EE FR Li F-4 t2i FT! 9=1 1:1 1=1: F=%: FT! 14 1 0- PERMIT NO. ( 77773 ) u�� //^����nm_ o/ HPPLICHNTPO BOX 4-651 344-0164 -------- LOCHTlON FRHNCESCH LEGHL LI B ] RHBBITT CREEK S/D LOT SIZE 75000 SQUARE FEET TYPE OF SOIL HBSORBTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING (SQ FT/BR)= 150 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: ill kh: 11-121 CD C3FTF4%&EHL. fS.' THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD. THE DEPTH OF H 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 GRHYEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEE 11.31.11_�-?! EE [> 15 EE FD"T X t3 1- F=1 04o� 1S; 1., F1 I_ IC'.'u�� v1 ��' v � \`� 1=1 -Y- 1 (3 r-4(_________ l PACKAGE PLANT MAY BE INSTALLED AT THE PERMITTEE'S OPTION SUBJECT TO THE "OLLOWING CONDITIONS: 1. EITHER H CLASS I OR 11 NSF APPROVED PLANT MAY BE INSTALLED. 2. H CONTINUOUS MAINTENANCE AGREEMENT IS REQUIRED. IF H MHINTENHNCE AGREEMENT IS NOT KEPT CURRENT YOU MAY BE REQUIRED TO ENLARGE THE SOIL ABSORPTION SYSTEM HND/OR YOU MAY BE SUBJECT TO PROSECUTION. 0.1 - 1 C9 r A F4 Fly EIK FT! IET IT -0 :1 9 f- :HCKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS 'EPHRTMENT WILL BE SUBJECT TO PROSECUTION. iINIMUM DISTANCE BETWEEN H WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM .00 FEET FOR H PRIVATE WELL OR 200 FEET FOR H PUBLIC WELL /THER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS |YHILHBLE TO INSURE PROPER INSTALLATION. �1-1 FE" :K IT! EE25 ��(_2 F=z HAI j= E: Fe 1.^ k -���� ARE CERTIFY THAT � I HM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET ORTH BY THE MUNICIPALITY OF ANCHORAGE. � I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. I UNDERSTAND THAT THE SYSTEM MAY REQUIRE ENLARGEMENT IF THE ESIoEmcE / MORE THAN 4 BEDROOMS. _______________ H T/ SSUED BY / -��~_..���____________DHTE_______________ YI0 7 0 a � 8 u o 9 r, 10 0 C) 11 a d 12 V 0 0 13 14- 15- 16- 17 4151617 18 19 20 z ` V3 -q` c- A S="ti '� C- --)- LS-) a WAS GROUND WATER S i I i ENCOUNTERED? j L' ; O' j j i I I IF YES, AT WHAT E DEPTH? ®®®® SOILS LOG / �• i' • MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION Pouch 6-550, Anchorage, Alaska 99602 276-2221 TEST SOILS LOG - PERCOLATION TEST PERFORMED FOR: Ea r ! e J, R (-j !J DATE PERFORMED: / C.1 1 G ! 197 7 LEGAL DESCRIPTION: O t / S ` d C ) P -q L L ! I Cr -e ' ` V I e k.0 �S-ld�('�! VISI on 1 DEPTH C l M 1 SLOPE SITE PLAN MIM n 3 4- .. C, , - �- St �S�3 wti -- I ` ' j I J 5- 5 6 UI)cJoy- 7 0 a � 8 u o 9 r, 10 0 C) 11 a d 12 V 0 0 13 14- 15- 16- 17 4151617 18 19 20 z ` V3 -q` c- A S="ti '� C- --)- LS-) a WAS GROUND WATER S i I i ENCOUNTERED? j L' ; O' j j i I I IF YES, AT WHAT E DEPTH? ®®®® DepthWater i.. MIM n riE MM,. A C4 0 VUR R TJ11'7 - w,. -w R—A- MR, 6-I'ver�wT.W1 PERCOLATION RAT C� - mi nch - TEST RUN BETWEEN FT AND FT COMMENTS _0 1 S rc- S}} )C'C ""2 P� C�' IrQ t "� I C' I� C' V r- C - CC I/ Q U-; i l ( rC' kC*'C" PERFORMED BY: � 'EY\1t'14 - l^'YC�u E / �SCt L 11C. CERTIFIED BY:`- \ \ DATE: 7- 72-008 (7/76) ;I2EATER ANCHORACE AREA BOROUGH . , HEALTH DEPARTMENT CASE. {J K 327 EAGLE STREET F ANCHORAGE, ALASKA 99501 Performed For L � C@ 1 � e Date Performed � � -- c� I (7) Legal Description: L t f 31ock '3 . Subdivision 1�ct bj1 �'r-c -- V / r 4, This Form Reports a: Soils Lop k .Percolation Test Depth R Feet sy �?/� 4 --/ Soil Characteristics 0 -sQYL I C'S- (P+) c(QC:0.d okrl�+ Con, 3t 1•f, Hole pitie•a Soy t i S eiaS3iP',C�Y a S �l Location Sketch Was Ground Water Encountered? If Yes, At What Depth Reading Date Gross Time Proposed Installat— io '"'Seepage Pit Oepth Of Inlet U �M S . ;)esti .,Ot . +ENT•, . � �, 1 �,ctc� c� e��c l�Lr�Ti■rii Net Time Depth To H2O � ----� Net Drop Drain Field It Or Trench L. COUSULTAJTS Data Certified By:-, C7�'Tfja` Date: '�'�'�'"`-'�� h �diP Tffis dSv,a -August 24, 1977 P -mf ao Mlortgage 705 'West 6t -h iAvenue Anchorage, Alaska 0,9501 Subject: Lot 1 Block 3 Rabitt Creek View Subdivision lfhe subject :Oroparty wast have an approved septic tank installed yjrior to the existinq tank. The installation will consist of a 1,250 gallon tank ai-W an installatiOn POrMit frM this department is required. Other facets of the water and sower facilities are satisfactory. If there are any further questioAns, please contact this office at 279-2511, extension 224 or 225. Sincerely, Les N. Buchholz , R. S Sanitarian - Pz, /1 i h Earl Ruby P.O. Box 4-651 Anchorage, Alaska 99509 Subject: Adequacy Test on Existing Septic System, Lot 1, Block 3, Rabbit Creek View Subdivision Dear Mr. Ruby: On August 18, 1977, at your request, we conducted a test of the septic system on the above described property. During the test, the liquid level in the septic tank was measured as water was added to the system through the standpipe. All measurements were taken from the top of the standpipe. Summary Of Measurements Level of Liquid Meter Reading Time Below Top of Standpipe in Gallons 1:50 4.65' 6327.8 3:15 4.4' 6592.8 3:35 4.4' 6592.8 The meter used during the test was a Rockwell 5/8" standard water meter, which had previously been calibrated by R & M Consultants, Inc. If it is assumed that the existing four bedroom residence on the lot will house eight people, the average load on the disposal system can be expected to be 600 gallons per day or 0.42 gallons per minute. During the test, the system accepted 265 gallons in 85 minutes, or 3.1 gallons per minute, with only a slight rise in liquid level in the septic tank. It appears that the system is disposing of effluent at a rate which is adequate for a 4 - bedroom house. ANCHORAGE FAIRBANKS JUNEAU VALDEZ WASILLA n ` i p � P We appreciate this opportunity to be of service to you. Please contact us if you have any questions concerning this letter or if we can be of additional service. Very truly yours, R & M CONSULTANTS, INC. Ste an Hoa Staff t; ie SH:JMB/rds Jim McCaslin Brown, PhD Head, Earth Science Dept. August 3, 1977 David Ruby Post Office Box 4-651 Anchorage, Alaska 99509 Subject.* Lot 1 Block 3 Rabbit Creek V&m# Subdivision Due to the daylight basement elevation and high ground water table, this department will only approve a holding tank for the subjectpproperty. The lot is now served by an existing illegal septic system, which must be abandoned. //V/,/ �,q A 2,000 gallon holding tank must be installed and a permit is required from this office. There is a possibility the existing septic tank could be converted to a holding tank, however, the capacity must be determined by pumping, repairs v m ade to the tank lid and the outlet sealed off. A portion 0,17 the outlet pipe must also be removed if the conversion is derived feasible. If there here are any further questions, please contact this office. at 279-2511, extension 224 or 225. Sincere..'y, Les N. Buchholz, R.S. Sanitarian CC - �Y31UN I C I RAL I T Y OF ANC:HORAOin 'E=F Ai `I'MEN ;i- HEALTH AND ENVIRONMENTi, FROTEC TION 825 L Street, i=nic11-lor_age, A_t.aska. 99501 279-2.511, e<at. 224 or 225 Date Received: August 1, 1977 3:30 p.m. #2: T:i"me 3 a T:i.ine I)ate 8-2-77--luesday Dia t D, A t , Insp Buchholz ITnsp _r,i�,r? _ ,,,,=jES _ POR P-11--.RO'UAL OF 1I4DlVI1]T_JAL S r ,?F;R tLVTD WATER t'I-+C1; L_'1 T I3:� _e 1 ending Tnst"L tion Request. Mai.a_:'s_nc, Add­rss P lion e 2E P.roiler' y Owner- David M. RubyFr orle ., 344-0164 Ma.-IIJ-nc; Address-. Post Office Box 4-6519950.9y____---_------ 3= Legal Description: Lot 1 Block 3 Rabbit Creek View Subdivision 4: S...ngle Fam.-;_ly Residence- . ixxi Number of Four M it ti_ ale Faln -.i_y 7\esr dence -of.-I..)edrooms o 5. Well SYS eii-Ig Tndiv«Fual Well 6cxi Comimznity/Puhlic System ( ) Per -mit Depth of Well _63well Loci on File C olistrtac - i.on _ I _ _ Bac Ler ir_il Ar.aly_;is 6, Sewage Disposal System. On-site System (x) Public J"�_ili t:y ( 1 See attached perc test from R & M I' errs i '. ;I1,1 s ta 1 ed _ 1972 T n s t a =i_ i e r Sc pt-ic Tank Size Manufacturer Absorption Area �`f ��� �' t Material Distances: ti ;F�ll to Septic Tank to Absorption Area to Sewer Linc N`,; rest, Lot line Absorption Area I -o Nearest :mac}t: 7:, i. e /0' - )tqe_� _� Departrnent of Health and Environ -mental Protection Request for Approval of Inui-vi.dual Seger and [Nater Fac-.7.:i.t.ies an gal Descri pl'on K Lot 1 Block 3 Rabbit Creek View Subdivision corms-ic its Aff«davit it t -ached o ( i Letter Attached: ( ) Approved: k Disapproved. WC-rk..:3ht" nt s Date: Date. 5 -_ R MUNICIPALITY OF ANC NORAG Department of Health and Environmental Protec i,ori S \ 825 L Street, Anchorage, Alaska 99501 279--2511, ext. 224, 225 equest for. Approval of Individual Sewer and Water; F acil,'t,i.s 1. Property Owner:� Mailing Address: Phone: 2. Name of Buyer: Mailing Address: Phone: 3. Lending Institution: Mailing Address: Phone: 4. Realtor/Agent: Mailing Address: �_� Phone: 5. Legal Description: Street Location: 6. Single Family Residence: ( Number of Bedrooms: Multiple Family Residence: ( ) Number of Bedrooms: 7. Water Supply: *Individual Well Q() Public/Community System ( ) If Individual Well, well depth If Community System, name of. system 8, Sewage Disposal System: On-site System Public System ( ) If On-site System, date of installation: 42 Z *NOTE: A well log is required on ALL wells drilled since 6/75. 3/77 R&M CONSULTANTS, INC ENGINEERS GEOLOGISTS PLANNERS SURVEYORS July 30, 1977 5024 CORDOVA B BOX 6087 ■ ANCHORAGE, ALASKA 99502 ■ PH. 907-279-0483 6 TLX. 090-25360 Earl Ruby P.O. Box 4-651 Anchorage, Alaska 99509 R&M No. 751521 Subject: Flow Test on existing Septic System, Lot 1, Block 3, Rabbit Creek View Subdivision Dear Mr. Ruby; On July 28, at your request, we conducted a percolation test of the septic system on the above described lot. For the test, 300 gallons of water were added to the system through the septic tank standpipe over a 50 -minute time period. The following table represents the level of liquid in the tank. All measurements were taken from the top to the standpipe. SUMMARY OF MEASUREMENTS Time Level of Liquid Meter Reading In Septic Tank in Gallons 10:50 3.6' 5769.3 11:01 3.5' 5794.3 11:45 3.5' 6069.3 The meter used during the test was a Rockwell 5/8" standard water meter, which had previously been calibrated by R & M Consultants, Inc. If it is assumed that the existing four bedroom residence on the lot will house eight people, the average load on the disposal system can be expected to be 600 gallons per day or 0.42 gallons per minute. During the test, the system accepted 300 gallons in 50 minutes or 6 gallons per minute with only a slight initial rise in liquid level in the tank. In a normal test situation, it would appear that the system is performing in an acceptable manner. Prior to the test, the leach field in question had been excavated and the open pit created during excavation had filled with liquid to a depth of 2.5' below the ground surface. During the test, the water level rose approximately 4 inches in the pit as water was added to the system, thus showing that the effluent from the septic tank was not percolating into the surrounding soil at the rate at which it was introduced. ANCHORAGE FAIRBANKS JUNEAU VALDEZ WASILLA July 30, 1977 Earl Ruby Page -2- Since the leach field was not operating in its normal manner, we are unable to conclude that the system will perform acceptably for a 4 Eddroom ouse wi o If you have any question concerning this test or this letter, please do not hesitate to call. Very truly yours, R & M CONSULTANTS, INC. ologist ent SH:JMB/sl it; M AZ"2/ 0 Mp 0 n Jim McCaslin Brown, Ph.D. Head, Earth Science Departm Dcceribar 7, 1970 Veterans Administration P10. BOX 1399 AnIhorage, Alaska 99501 SUMELTe Scw()r and 112ter Systems, Lot 1, Bleck 3 , 'abbit geek View Subdivision Dear Sirs: Public sewer. and water is not available to the sfi.�beet lot so an On-site water sttppiy and sewer systea, eVould have to be do either pubAlslic" it is not economically feasible to conncet to eitherul�lic sower or water. Bor7110 sewer systar.' would havO to be Constructed according to ough sracifi.cations based on the number of bedrooms in e house and pending a soils test. dor deve7r r:ant ofart improved On water The lot �i'ze is adequate quite lexotective radii according to Boron �i�ly with ad - Sincerely, standards also. Ralf R. Strickland, R.S. Environmental Health Supervisor M cc: Lloyd Gai.ley November 24, 197€3 Veterans Administration P.C. BOX 1399 Anchorage, Alaska 99501 SUBJECT: Sswear and Water Systems for Lot 1, Block 3, Rabbit Creek View subdivision Dear Sirs: Public sever and water is not available to the subject lot seg an tin -site water supply ly and sewer system wtacrlct have to be developed. The sewer System would have to be constructed according to Borough specifications based on the number of bedrooms it, the house and lending a soils test. The 10t size is adequate for dOvOIOIment of an improved on-site water supply with ade- quate protective radii according to Borough standards also. Sincerely, John R. Lee, R.S. Sanitarian rn cc: Lloyd CailV wvOwer 0, jjju vanumns P. 1. on. "AO"O 1, SO"MT: tOw�P MA haNr �ywv.w, 5hr L01 1 Now j, .0mit noon vlow su�QVKW Quar LEV - an Vol, MW WIL �a su Ala" ; AQC it 5" dimam� e0l:j AMP L 1, kor :�rinl taupe snauld no lov tv"Win wit, �qzov AI.Ply. sincerav'' JOUR A. Lao, 4.0. saaitariar Iwo cc: Lloyd Gailey