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HomeMy WebLinkAboutLONGVIEW LT 1Longview Lot 1 #015-472-25 Municipality of Anchorage Page 1 of--Z— r2DEPARTMENT DEPARTMENTOF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW000012 PID Number. 015-472-25 Name:MERIDETH SANDLER Wastewater System: 0 New ■ Upgrade Address: 1100 SNOWLINE ABSORPTION FIELD Phone: (907) 265-9106 No. of Bedrooms: 4 a Deep Trench ■ Shallow Trench 0 Bed O Mound 0Other LEGAL DESCRIPTION Sae Natne: 1.2 Tobi Depth from oegh of pods: GPD/S,. rT. 3.05 — 5.7 r. Lot Block Subdivision: own to K- trttam nem engin,pods: Qra..I dwer bath pip.: 1 1 LONGVIEW 1.05 — 3.7 n 2.00 R Township: Range: Section: ro added sew. artglw pods: Craw Iurph: — — — 1.5 — 1.8 rt. 75 n WELL: ❑ New ❑ Upgrade Draw eNlh: 5 Nr of Arra: 1 DI.1wre bae.en Arra: — M n clsaNikeWn Prhwl.. "c): Tew De Cased Ta Told obwrpaan am¢ rpe motMak R re536 so. rt ASTM D -3034/F-810 ucNr: Data Drteed: SWUa water tww: naafis: EAGLE MOUNTAIN Deb Inddrd: 3/10/00 Twc " sat w: cow �t Above Arens: TANK cmn r< SEPARATION DISTANCES ■Septic 0Holding 05.T.EP. To Fanimrai Holding i �Den ANCHORAGE TANK 1250 From Tank Field Son S� Well 100'+ 100•+ 100'+ — 25•+ STEEL Nwaew of as .a.. 2 Surf00e Water 100•+ 100'+ 100'+ - - LIFT STATION Eat 2.5'+ 10'+ 5'+ _ _ Sue n p Una Foundation 5'+ 10'+ — — — aew en I..a of .at.. swan at. Oprajnn NONE KNOW rwro hake Deatrtwt krp.atbw peo« W.. Remarks: BENCH MARK o�p 1vWtt1 J1UZOo-rr�6 PF -4— hUA LooaNan one D..aq wrr: THRESHOLD OF MAN DOOR ON Coot= OLt. S�Tt— T4- NORTHWEST CORNER OF HOUSE WA -3 R 1wE,p, ".••reed wAbn 115.86 rt P Rem Inspections performed by AWWC, INC. Dates: 1st 3/8/00 2nd 3/9/00 0 3rd 3/10/00 Q • J A. .... ..... s..:... Q Department of Health and H n Services approval �QpO:'e •. -7953 Reviewed and approved by: Dater —r %�pedrareeeton° n -on (ew. 9/91) u 25 e PERMITNUMBER: SWO00012 AS -BUILT DRAWING SW0 DELI / DBL2 C01 TOP OF MT - 100.42 / 1 BABANDONED DBL4 DBL3 NEW 1230 NAIL IN TREE I / WE GALLON SEPTIC 100.00 �. I / TANK OAL �or 1 / /2 I Hs1t CO2 ABANDONED \1 NED WELL ORGNq, am (NAI POND -91.1 "TOM Cr ImNAi - 92D NEW DRAINFIELD PARCEL ID NUMBER: 015-472-25 +TH/1 / 7DOOR THRESHOLD 7113.88 I - cm%x am LOWPON0-95A5 w,of Af Uff - !RrOf PPE 94.0 At FW -104M fmam - I09.90+ Fyn 5r2� �' fm Cf f"I I I I /Af OI=f -109.90 N> w 1250 GPK I I� OUfLEf -1090A s�pne rnt� e� WATER IN TEST HOLE MT O 63.34 ON 3/7/00 . _ DRAWN BY. ALASKA NVATER & WASTE NATER K.D.W./J.W. CONSULTANTS, INC. SCALE` 6901 OFRARR ROAD, SL6TE 2R • ANCHORAGE. AA "SU • PHONE 7).357-6179' FAX 907 363266 1" = 40' PREPARED FOR: PHONE NUMBER: PAGE NULI8ER: .. MERIDEN SANDLER (907) 265-9106 2 OF 2 LEGAL DESCRIPTION: LONGVIEW SUBDIVISION; LOT 1 TYPE OF WORK: AS -BUILT OF SEPTIC SYSTEM UPGRADE Y• 'P 6 r6 ••Of 635•' V. O°o fl7953 : '• \l . 'dp�o �44000��0 A I B C D ST1 37.3 42.1 ST2 - - 43.3 45.6 DBL1 - - 46.5 48.7 DBL2 - - 462 43.23 DBL3 96.7 113.1 DBL4 93.3 114.0 001 30.0 46.3 - - MT7 33.2 46.7 - - 0O2 1 92.0 1 68.6 - - M12 1 91.4 1 68.2 PARCEL ID NUMBER: 015-472-25 +TH/1 / 7DOOR THRESHOLD 7113.88 I - cm%x am LOWPON0-95A5 w,of Af Uff - !RrOf PPE 94.0 At FW -104M fmam - I09.90+ Fyn 5r2� �' fm Cf f"I I I I /Af OI=f -109.90 N> w 1250 GPK I I� OUfLEf -1090A s�pne rnt� e� WATER IN TEST HOLE MT O 63.34 ON 3/7/00 . _ DRAWN BY. ALASKA NVATER & WASTE NATER K.D.W./J.W. CONSULTANTS, INC. SCALE` 6901 OFRARR ROAD, SL6TE 2R • ANCHORAGE. AA "SU • PHONE 7).357-6179' FAX 907 363266 1" = 40' PREPARED FOR: PHONE NUMBER: PAGE NULI8ER: .. MERIDEN SANDLER (907) 265-9106 2 OF 2 LEGAL DESCRIPTION: LONGVIEW SUBDIVISION; LOT 1 TYPE OF WORK: AS -BUILT OF SEPTIC SYSTEM UPGRADE Y• 'P 6 r6 ••Of 635•' V. O°o fl7953 : '• \l . 'dp�o �44000��0 ALASKA WATER & WASTEWATER CONSULTANTS, INC."�°'"""^�°�'""�""""�'�'"" January 31, 2000 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic Design for Lot 1, Longview Subdivision To whom it may concern: RECEIVED JAN 31 2000 MUNICIPALITY OF ANCHORAGE NIRONMENTAL SERVICES DMS, " The proposed 4 bedroom house is served by a private well and septic system. The current system's septic tank and a portion of the drainfield fall in the 100' well radius. Test holes were excavated on the property. The proposed septic system will be designed around the 30 foot radius of test hole #2. We are proposing that a 1250 gallon septic tank and a five foot wide drainfield be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: Attached are logs which show the soil classifications, groundwater monitoring, and the percolation test results. The soils below the organic/fill layers are a material (primarily GW and SP soils) to a depth of 13 feet in TH#1 and to a depth of 13 feet in TH#2 (bottom of test holes). No groundwater was encountered during the excavation of the test holes. A percolation test for TH92 was performed between the depth of 4.0 feet to 4.5 feet which had a percolation rate of <1 minute/inch. The insitu soils will serve as a sand filter. 2. TRENCH DESIGN: a. Percolation Rate: <1 minute/inch b. Allowable Application Rate: 1.2 gallons/day/ft2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 500 R2 f. Total Depth: 4 feet (max.) below original organics g. Effective Depth: 3 feet h. Width: 5 feet i. Reduction Factor (only considered 2' effective): 0.7 i. Minimum Length: 70 feet long j Effective absorption area = 500 ft2 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average slope at the septic site is 5 to 10 percent, running from east to west. In short, there are no slope concerns. The trench is to be installed parallel to slope contours. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179, or 244-9612. Thank you for your assistance. 4 Si M.S. NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, _soils logs, and a 4 page constnhction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2D — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 I I I I 1 I I 1 I I LOT 1 I LOT 6. BLOCK B I HOLLIS S/D i' I I ZANTHA VISTA S/D / � I I / I I I I I I I I I I LLI\\LOT BLOCK AHOS Sh\ ZANTHA VISTA S/D � PROPOSED SEPTIC Y SEE PACE 2 I OF 2: FOR DETAILS. THj1 I I LOT 1 GATO DEL SOL S/D i / 1 I \\ // LOT 2 CAM DEL SOL S/D I ( ----5---------- --------------- ri I\rrl 7H/2 � 1 I \I P 1r i /4' .� / +SEPTIC / ARE!D / `\LOT I I 1 LONGVIEW2 S/D I I \ I 1 --------------------- E. 112th AVENUE --------------------- 11001 SNOWUNE DRIVE PPROXIMATE LOCATION OF EXISTING SEPTIC SYSTEM. EXISTING 4 BEDROOM HOUSE LOT 1 IRVINE S/D WELL 1 ' \ EAST LOT 1 LOT 3 I I I PAYNE S/D LOT STETSON IS/D i i LONGVIEW S/D i I I ALASKA WATER AND WASTEWATER CONSULTANTS' INC. 6901 DEBARR ROAD, SUITE 28. ANCHORAGE, AK. 99504 FOAL DESCRIPTION: PHONE. �F •• \tlt)rir PHONE: (907) 337-6179/FAX: (907) 338-3248 1 � lf LONGVIEW SUBDIVISION: LOT 1 . . .. ..... ..... TYPE OF WORK: / S SITE PLAN FOR SEPTIC SYSTEM UPGRADE ... .....s IREPARED FOR: PHONE NUMBER: /�� a :••• f 6Y G 5; ` ATE:MARIDETH SAND DRAWN BY: scaE: (202) PAGE:686-2821 �r1C 953 �c4^k 1/28/2000 K.D.W. 1 = 100' 1 OF 2p\fe'9110001 wLIvcrtr ru.0 >irture APPROXIMATE LOCATION 2I\\ \ Qr LOT 2 IRVINE S/D 3I OI WELL 100'+ Z /I EAST LOT 1 LOT 3 I I I PAYNE S/D LOT STETSON IS/D i i LONGVIEW S/D i I I ALASKA WATER AND WASTEWATER CONSULTANTS' INC. 6901 DEBARR ROAD, SUITE 28. ANCHORAGE, AK. 99504 FOAL DESCRIPTION: PHONE. �F •• \tlt)rir PHONE: (907) 337-6179/FAX: (907) 338-3248 1 � lf LONGVIEW SUBDIVISION: LOT 1 . . .. ..... ..... TYPE OF WORK: / S SITE PLAN FOR SEPTIC SYSTEM UPGRADE ... .....s IREPARED FOR: PHONE NUMBER: /�� a :••• f 6Y G 5; ` ATE:MARIDETH SAND DRAWN BY: scaE: (202) PAGE:686-2821 �r1C 953 �c4^k 1/28/2000 K.D.W. 1 = 100' 1 OF 2p\fe'9110001 INSTALL DOUBLE TM�1 CLEANOUTS EXISTING TRENCH TO BE ABANDONED COMPLETELY 1 / \ 1 ALO / INACTIVE WELL !/ TO BE ABANDONED BY • +• PROPOSED 1250• CONTRACTOR' GALLON SEPTI: TANK. •; EXISTING DRIVEWAY TN/2 SEWER UNE ROUTE TO FCO \ \ BE COORDINATED PRIOR TO CONSTRUCTION E%TVNC TOUR \ B FEDR M NOSE CO EXISTING SEPTIC TANK TO BE CRUSHED AND BURIED 1 \ / I I PROPOSED GRAINFIELD. EXCAVATE A TRENCH THAT IS 70 FEET LONG. 4 FEET ORIGINAL DEEP E. NOT FILL ADDDRAI \I GRADE), FE 3 R ' COOTOF ND5WASHED K. SEWE INSTALL TRENCH PARALLEL TO ALL / / SLOPE CONTOURS. O / WELL TO BE ABANDONED CONTRACTOR. CONTRACTOR: NOTE / WELL ABANDONMENT— REQUIREMENTS. I \ — — — NORTHERN LOT LINE AND 100' WELL /RADII \ FROM LOT 1 OF LONGVIEW / �� S/D. AND LOT 1 OF CATO DEL SOL S/D MUST ALL BE FLAGGED BY A / REGISTERED LAND SURVEYOR. ALASKA WATER AND WASTEWATER CONSULTANTS, INC. o�QF 6901 DEBARR ROAD, SUITE 2B. ANCHORAGE, AK. 99504 p! �`.•• """ S�4 PHONE (907) 337-8179/FAX: (907) 338-3246 �� / •�'�OQ LEGAL DESCRIPTION: LONGVIEW SUBDIVISION; LOT 1 pp :; .. ..... ......... D TYPE OF WORK: DESIGN OF SEPTIC SYSTEM UPGRADE A. es OQ 9 ' • p -7953 ���p� PREPARED FOR: PHONE NUMBER: MERIDETH SANDLER (907) 265-9106 ., t .00� ��O4Ooo��o DATE: 1/28/2000 DRAWN BY: K.D.W. SCALE: 1 = 40' PAGE:.......P�ofe 2 OF 2 ALASKA WATER & WASTEW T. I SOIL LOG — PERCOLATION TEST I LEGAL DESCRIPTION: LONGVIEW SUBDMSION; LOT 1, PERFORMED FOR: MARIDETH SANDLER DATE PERFORMED: 11/17/99 DEPTH — ORGANICS TEST HOLE #1 (feat) 'O''Pc 2 SOIL CLASSIFICATIONS GW - ORG . GP ML GM CL 5 6 7 8 9 10 11 12 .Kel 16- 17- 18— IT. 61718 GW SW'fi!{ifWCH MHW �vi�4s�1Sc OH §IYI DEPTH TO DATE GROUNDWATER DRY 11/17/99 NET TIME DATE I READING I CT MEK I (MINUTES) I W READ ATER NEG ELI (INCHES) 19 PERCOLATION RATE <1 (MIN./INCH) 20 TEST RUN BETWEEN 4.0 FT. / COMMENTS: THE SM MATERIAL AT 8 FEET SHOULD ACT ENCOUNTERED 8.75 FEET BELOW GRADE APPROXIMATELY 10 F 1f PERFORMED BY ALASKA WATER do WASTEWATER I, THIS WAS PERFOR D ACCORDANCE WITH ALL STATE D PUNICIPAF DATE. DATE: d/ PERC. HOLE DIA. 6' (INCHES) , CERTIFY THAT IN EFFECT ON THIS EXISTING! %-� AVAILABLE AREA FOR SnEI SYSTEM UPGRA7/-THmi SITE PLAN = 100' \I' _ .TK) I EXISTING ♦ 1 \ 4 BEDROOM \ / / HOUSEI too' WELL i �4y,� / IwsTNE \ I Z.\ -/�gR�EAC CULVERT AND STREAM Z� (APPROXIMATE LOCATION V1I NET TIME DATE I READING I CT MEK I (MINUTES) I W READ ATER NEG ELI (INCHES) 19 PERCOLATION RATE <1 (MIN./INCH) 20 TEST RUN BETWEEN 4.0 FT. / COMMENTS: THE SM MATERIAL AT 8 FEET SHOULD ACT ENCOUNTERED 8.75 FEET BELOW GRADE APPROXIMATELY 10 F 1f PERFORMED BY ALASKA WATER do WASTEWATER I, THIS WAS PERFOR D ACCORDANCE WITH ALL STATE D PUNICIPAF DATE. DATE: d/ PERC. HOLE DIA. 6' (INCHES) , CERTIFY THAT IN EFFECT ON THIS ALASKA WATER & WASTEWATER CONSULTANTS, INC. 000000 WEEPING O 8' 6901 DEBARR ROAD. SUITE 28 • ANCHORAGE, AK. 99504 PHONE (907) 337-6179 • FAX (907) 338-3246 ••s�Qo 1/27/00 SOIL LOG — PERCOLATION TEST ""' """'0. LEGAL DESCRIPTION: LONGVIEW SUBDMSION; LOT 1, •.... ' ' .. PERFORMED FOR: MARIDETH SANDLER ............0 DATE PERFORMED: 1/20/2000 J A. Garness: QQ e E-7953 DEPT ' TEST HOLE #2 �OppO,d' .............. Prof essio,,o �ODODoo�a 1 FILL 2 SOIL CLASSIFICATIONS I j GW ORG 3 = = ORGANICS GP ML I I _ TH GM CL SP GC OL SITE PLAN \ •0• : SW MH 1' = 100' 5 ?d"o� CW .:.•.: CH SM 6 OH I Sc I \ rH/2 DEPTH TO GATE GROUNDWATER e .� •..• tI SP -SM � .� •e• I \ I — 9 ::t1I rWEEPING AR 10 t}II " ....::• t�Il 12 13 B.o.11. 14- a15161718 15- 16- 17- 18 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 20 TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. COMMENTS: PERFORMED BY ALASKA WATER & WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER M IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON DATE: di " READING CLOCK TIME WEEPING O 8' 1/20/00 DRY 1/27/00 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 1/21/00 PD�EO Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Rd., Suite 2B — Anchorage — Alaska 99504 Phone (907) 337-6179 — Fa: (907) 338-3246 Consulting Engineers November 3, 1999 Marideth Sandler C/O Fortune Properties Attn: Niel Thomas 2525 "C" Street Anchorage, AK 99503 Subject: Well & Septic Evaluntion at Lot 1; Longview Subdivision. 11100 Snowline Drive Dear Ms. Sandler, We have tested the well and performed an evaluation of the septic system which serves the subject property. The results of our investigation are summarized as follows: I. WELL: Prior to performing the adequacy test, the plumbing was modified in the house so that flow from the well would by-pass the two storage tanks (approximately 450 gallons each for a total of 900 gallons). On the day of our test (10/29/99) the static water level was 160 feet below the top of the casing. Flow was turned on until the well was depleted, which took approximately 302 minutes. A total of 891 gallons was pumped. The water level in the casing (at 10(rdrawdown) could not be measured with the acoustic sounder because of cascading water. Several cycles (3) were performed in which the well was pumped down, allowed to recover, and then pumped down again. Based upon this data it was concluded that the well recovery rate is roughly 0.52 gallons per minute, which meets the MOA standards for a 4 bedroom house (.42 gpm). It should be noted that seasonal fluctuations in well production can occur and that future performance is not guaranteed. 11. SEPTIC SYSTEM: According to MOA records the septic system consists of a 1250 gallon steel tank and a deep trench system (both installed in 6/77). The trench has an effective depth (drainrock below the perforated pipe) of 84 inches. On the day of our inspection (10/8/99), the liquid level in the sump was 77 inches (one inch above the lateral). When we introduce water into the cleanout at the beginning of the trench, we observed liquid backing up into the septic tank, indicating the septic system is surcharged and will need to be upgraded. .P.:ge Two The following is a summarization of the engineering costs associated with the upgrade: • Charges to date for well and septic adequacy tests: $600.00* • Excavator to dig test holes: 5350.00 estimated. We will have the excavator quote you a price and invoice you directly. • Percolation test: 5400.00* for one perc test, $200.00* for each additional perc test (ideally only one percolation test will be required) • Engineering services to design the septic system: $500.00* This is based upon a conventional gravity flow septic system with no waivers to surface waters, or nearby wells • M.O.A. sewer upgrade permit: 5320.00* Payable to the M.O.A. . • Engineering services to inspect the installation of the septic system and prepare asbuilt drawings. Assuming a conventional gravity flow septic system with a single trench or bed without a sand filter: $450.00 • If an innovative septic system is required, such as an Intermittent Sand Filter (ISF), a BioCycle, or a Reactex system, the design and inspection costs will be $950.00 higher. We will not know what type of system will be needed until we complete our soils evaluation, which takes 7 days after the test holes are excavated. The items marked with an asterisk must be paid prior to submitting the design package to the Municipality of Anchorage. Prior to digging a testhole for the upgrade, we will need a copy of a current asbuilt survey showing an accurate location of the existing well and septic system. The cost for the excavator to perforin the installation is unknown at this time. After the soils testing and design is completed you should obtain bids from several reputable contractors. We can provide you a list of recommended contractors. Once the septic system has been upgraded, the following will need to be done: Water sampling and analysis: $100.00 Apply for a Municipal Health Authority Approval (HAA). The Municipality charges $300.00 to process the HAA. If you have any questions, please contact us at 337-6179. We look forward to assisting you with your engineering needs, and will do our best to provide a cost effective solution. M.S. JAG/gd (jgp� GRE, LK ANCHORAGE AREA BOk 'JGH Departmentof Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME �-t 1 R MAILING ADDRESSL PHONE C9'�ta3 LOCATION '-�v� LEGAL DESCRIPTION SEPTIC TANK: DISTANCE I NUMBER OF FROM WELLMANUFACTURER MATERIAL WIatCV-Qj_ �C_­9 —COMPARTMENTS INSIDE LENGTH ® INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY"GALLONS. IELD: { 4 { TOTAL LENGTH 1 DISTANCE FROM WELL FOUNDATION NEAREST LOT LINE �� OF LINES � 9 NUMBER OF LINES I DISTANCE BETWEEN LINES � AE_ TRENCH �WIDTH3� IN. TOTAL EFFECTIVE ABSORPTION AREA S ` `� SQ. FT. LENGTH OF EACH LINE a 9 ' DEPTH OF FILTER �[ DEPTH: TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILE & IN. ABOVE TILE CO IN. WELL: TYPE��Ui� CONSTRUCTION PQ" DEPTH BUILDING ( NEAREST FOUNDATION UC) , LOT LINE CESSPOOL , OTHER SOURCES NEAREST J SEWER LINE P , APPROVED_ DISAPPROVED T REMARKS DISTANCES: INSTALLED BY: I SEWER LINE DEPTH: 5 PIPE MATERIAL: 0.T 1�'� LOT SLOPE: l_SZ_Ll�e-S SEPTIC SEEPAGE TANK ( 3� SYSTEM_ DIAGRAM OF SYSTEM 4` C,O. i REMARKS: DATE APPROVED._ G.A.A.B. DISTANCE FROM: MUNICIPALITY Of ANCHOrtO` DEPT. OF HEALTH F< WATER WELL LOG ENVIRONMENVAL PROTECT oN FOSS DRILLING t -MY 1336 Ingra Street Anchorage, Alaska 99501 RECEIVED WELL OWNER 1� D /!05 I� V USE OF WELL�_V3� SIZE OF CASING (0 DEPTH OF HOLE. CASED TO �Jv JY FT. �-j STATIC WATER LEVEL /D FT. YIELD�GAL.PE$.M�f. WITH FEET OF DRAWDOWN. REMARKS DATE COMPLETID Io PUMP TO BE SET AT '/.4j�r.t o -CLO = �2 at 0.zzz Ailt oL(Zp q . ♦�' �.. ME t 0� ®t 0_ t 0_ toe toe ®t 0_ t0s toe to --t o� t0_ 7 MUNICIPALITY OF ANCHMAG-t WATER WELL LOG DEPT. OF HEALTH r: ENVIRON JENIAL PROTECTION FOSS DRILLING 1336 Ingra Street HAY " W7 yy Anchorage, Alaska 99501 ED WELL OWNER 7k;,G O.5&N) USE OF WELL LOCATION L C)T71^ G,1%LP�Lt� b�lyi64�6 )I W6// # jvn>^th SIZE OF CASING.LLDEPTH OF HOLEJQ,�FT. CASED TOS/ / PT. STATIC WATER LEVEL PT. YIELDGAL.PER. i. WITH FEET OF DRAWDOWN. REMARKS > _ DATE COMPLETED `7 % PUMP TO BE SET AT 1 �o� �P16 r o i &022 . catoy� )iLt o21-9 jvc/t oC/ -< �to 1 UD IMMIUMM �� s "Pl-'PE. OF' _:OII_ iiB'.'ORBTIONa S`, STEM IS N,IAX I I ILi['I N UI';IBE_R OF BEDROOMS = 4 TRENCH SOIL.. RATING' (-SO FT;•'BR)= a.3-1 'THE: REQUIRED SIZE CSF' THE SOIL.. ABSORPTION S'r,5T'EM I:=: F'' U A-• == .:9 �_ E° .@ fl._ -a _F 4 9 = _-. $ e= a @ m" H=Y "° ' f_._ E"a 1.:. F=° THE: LEN NTH DIMENSION I.. THE LENGTH (IN FEET) OF THE TREr.-ICH OR I'lRAIhIFIELD. THE DEPTH OF A TRENCH OR PIT I5 THE DISTANCE BETWEEN THE : LIE:FI nC E_: OF THE GROUND FIr'dD THE BOTTOM OF THE EXCAVATIC04 (INd FEET:. TEIEE?:E Imo, NO SET' WIDTH FETE": TRENCHES. THE CiRAEL-. DEPTH I' S THE 1,11 Na i t Ull DEPTH CIF' GRAVE'I_. BETOEENa THE t iiITFALL PIPE '�� ANaI:? THE BOTTOM OF 'THE E:.;hAvATIONd (IN FEET). IE Y e._g L_0_� _ �." �, h�" T T: flW H --H 6" .9 4 = _ ` T " Er -= @ _ a A, .m u-, fl ® a H' =H �_._. H.. 8_ fl CA Ir-„@ " Fl �== IE-_ F_° fE __ fl A H__H I BACKF'IL.LIN•dt OF ANI-rl SYSTEM WITHI:1UT.. FINAL_ INSPECTION AND I"-TPPRO'vAI.. BY THIS; DEPARTh1ENdT WILL BE SI_IE:T[-:GT TO PROSEC:UTIC-11%]. M I Na I1"IlYlI D I STFII'41 E BETWEEN H WELL_ AND ANY C INa-_'ITE SEWAGE: DISPOSAL- SYSTEh1 IS J_00 FEET FOR H PRIVATE WELI._ Of-., 24=0 FEET F'OR A PUBL..IC WEL.I_. [•.]ELI-. LOGS ARE REIII-IIRED AND N11.}:=;T' BE. RETURN-aED TO THE C:�EPARTIlENaT WITHIN:�=� f!A'rDAYSI_I�, OF' -('HE WELL. COMPLETION. SFIEI_ T: F I C:AT I OhIS AND CONNSTha-IC:T I ONd DIAGRAMS FIRE AVA I L.ABLE TO INSURE PRI_ PE R I r•dS" AL..LAT I ON. 8` °'_ 11-1 T_ R °°o ° FH 9 JC -" q nTfl F°a.__@ II A E_ "s" H HF.'_ 9= F". B:._fl I'°1 �L'.- " o H_._H {E.. I 1=EI,*::TIF'•i' THAT J..: 1 FIN FAM I1. -IAF: ki I' H I HE RE.QU I F.EMENdTS FOR i hi --E• I. TE. _EWE ' ; At,I[:: b1F_'L_L.. FI ; ET FORTH B', I MUNdIC: PAL I'1`'s OF ANCHORAGE. I L•d I LL I dS- '-LL I -!E �• r : TF t'I IN FICa::CIF.:C:�1=i1'•a�::E WITH THE CODES. I UND -RMS I d : f T HE OI`+ I "FF_' S•EHE R ' ;'r STE:I'9 MAY i�:EQU I RE EWARGEI'llE_hIT IF F THE F:E'S:[C;E'NdC:F I h: P10 � L_ _D TO Ira1�L.JDE MORE THAN 4 BEC:F:I:IIIt13. AFS -L. C:ArdT c - L -.I a:HSINGER DEPARTMENT ''� HEALTH AND E:.r•aV I F*:f_INMENTAL..:U 1 1- L. i J. - -`' Sl AN. CHI_ RFil]E: t V.". 9P501 _11— FN P -A 0._.0 11— r..4 -- ` . iC 'T- F_ °= ;, F: N-°.0 E_.. C l r S T PERM I T I-40. r,: 77158 C,ARL.. LUC:HSINGER 'SRA BO:'-' 9,1. LOCATION E7,NOWLINE UlR L._C:IT' :_,I— -E. � �1.GuciF_i ,•.-,_I.�A�a_: FEET I_..1=I:3AL L:1 L.nrar�','T:EI•d "Pl-'PE. OF' _:OII_ iiB'.'ORBTIONa S`, STEM IS N,IAX I I ILi['I N UI';IBE_R OF BEDROOMS = 4 TRENCH SOIL.. RATING' (-SO FT;•'BR)= a.3-1 'THE: REQUIRED SIZE CSF' THE SOIL.. ABSORPTION S'r,5T'EM I:=: F'' U A-• == .:9 �_ E° .@ fl._ -a _F 4 9 = _-. $ e= a @ m" H=Y "° ' f_._ E"a 1.:. F=° THE: LEN NTH DIMENSION I.. THE LENGTH (IN FEET) OF THE TREr.-ICH OR I'lRAIhIFIELD. THE DEPTH OF A TRENCH OR PIT I5 THE DISTANCE BETWEEN THE : LIE:FI nC E_: OF THE GROUND FIr'dD THE BOTTOM OF THE EXCAVATIC04 (INd FEET:. TEIEE?:E Imo, NO SET' WIDTH FETE": TRENCHES. THE CiRAEL-. DEPTH I' S THE 1,11 Na i t Ull DEPTH CIF' GRAVE'I_. BETOEENa THE t iiITFALL PIPE '�� ANaI:? THE BOTTOM OF 'THE E:.;hAvATIONd (IN FEET). IE Y e._g L_0_� _ �." �, h�" T T: flW H --H 6" .9 4 = _ ` T " Er -= @ _ a A, .m u-, fl ® a H' =H �_._. H.. 8_ fl CA Ir-„@ " Fl �== IE-_ F_° fE __ fl A H__H I BACKF'IL.LIN•dt OF ANI-rl SYSTEM WITHI:1UT.. FINAL_ INSPECTION AND I"-TPPRO'vAI.. BY THIS; DEPARTh1ENdT WILL BE SI_IE:T[-:GT TO PROSEC:UTIC-11%]. M I Na I1"IlYlI D I STFII'41 E BETWEEN H WELL_ AND ANY C INa-_'ITE SEWAGE: DISPOSAL- SYSTEh1 IS J_00 FEET FOR H PRIVATE WELI._ Of-., 24=0 FEET F'OR A PUBL..IC WEL.I_. [•.]ELI-. LOGS ARE REIII-IIRED AND N11.}:=;T' BE. RETURN-aED TO THE C:�EPARTIlENaT WITHIN:�=� f!A'rDAYSI_I�, OF' -('HE WELL. COMPLETION. SFIEI_ T: F I C:AT I OhIS AND CONNSTha-IC:T I ONd DIAGRAMS FIRE AVA I L.ABLE TO INSURE PRI_ PE R I r•dS" AL..LAT I ON. 8` °'_ 11-1 T_ R °°o ° FH 9 JC -" q nTfl F°a.__@ II A E_ "s" H HF.'_ 9= F". B:._fl I'°1 �L'.- " o H_._H {E.. I 1=EI,*::TIF'•i' THAT J..: 1 FIN FAM I1. -IAF: ki I' H I HE RE.QU I F.EMENdTS FOR i hi --E• I. TE. _EWE ' ; At,I[:: b1F_'L_L.. FI ; ET FORTH B', I MUNdIC: PAL I'1`'s OF ANCHORAGE. I L•d I LL I dS- '-LL I -!E �• r : TF t'I IN FICa::CIF.:C:�1=i1'•a�::E WITH THE CODES. I UND -RMS I d : f T HE OI`+ I "FF_' S•EHE R ' ;'r STE:I'9 MAY i�:EQU I RE EWARGEI'llE_hIT IF F THE F:E'S:[C;E'NdC:F I h: P10 � L_ _D TO Ira1�L.JDE MORE THAN 4 BEC:F:I:IIIt13. AFS -L. C:ArdT c - L -.I a:HSINGER ALASKA ENVIRON°-'NTAL CONTROL SERVICL , INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 SHEET NO. OF CALCULATED BY C _ I u r nes- DATE CHECKED By DATE a _40i f OFMC,o: 27;;:-0(319- RESIDENCE: 277.71652 ��'�y,;�,i'r5„ � �'y "g (•j c P .Yj d��:i r`+ <hse.! � �> .! �s r 3.� 9 8 �3 yl�+'� � v1v,d � �✓s'`s.Ja'T�v'V":> �s'�t'u.s•Fs�J :! trv"�:lcY'r.�N'aV...�:::r`.«' CIVIL ENGINEEFUNG ANP LAND SURVEYING 8107 29T» AVENUE o ANCHORAGE, ALASKA 99508 May 219 1973 Grew atoae d3nP'i iQraga Area Borou n - epas of -MKIV ornmental Qt;ality .i37>0 rata Stxeot &Lnc xorage. Alaska At" r;, :=ices Rolf Strickland V �• f ,o Thi,-!; verQ dig is the result of field soil investigation on the proposed Lon Subdivision. On May 8977, a test role was dig on eaeh of he two proposed to ;s to a depth of 12 foot. The holes were logged and 8Tab samples were; 'oaken for Both holes had about 1 foot of topsoil followed by well g_+:aded sandy g .av ly clean and in a moist condition. The -hole on the south lot had says sandy gravel f:som 5 to d feet followed by more sandy gravel—both WeDre iuois t o The north mole had cleax, randy gravel to 10 feet followed by silty. sandy zav-11 to 12 feet. -,o wader table or impermeable s-tra,ca, were found in eit-her hoi.ea A cross section log and test hole lovae,ion riap axe enclosed fo:u reference® Septic tvan-k-seepage plc sanitaxy aysteralv Could be cons'tructtt d 3sa the t,J'pioal :iiiiiXuat-ioPi:3 . i21U"C5unteS.ed utilizing averaged fact 7:k•,'sfol the -viii"ellia Denet.:ated by the seepage pita of 8' square feel pea, bed cont for the sandy g,:°avel and 150 squame deet per bedroom for the silty saady gravel. All septic va k—seopage pit ins'tzlations mast coy ora. to GPM Department of Mivio=,mental Qual ay regua bons. cordialiy,,, Fred Walatkag P. E. r�i —'��� ITnPsot� r�Psot� t Sq v Y (J Aft=L o ��a �2nd�z �s t rbn `b?^� s�lTi sc�•Uoy 6LK14J(iL� t� d. `O c.= wloiS'C o^� vy �tlT� N�-+01 g5 782 oY to - bin^/o wzbi�T' C ->M Z IZ ISO o,�u 2, MUNICIPALITY OF ANCHORAGE • DEPARTMENT OF HEALTH & HUMAN SERVICES a Division of Environmental Services On•Site Services Section P.O. Box 196650 Anchorage. Alaska 99519-6650 (907) 3434744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILLY DWELLING Parcel I.D. # 015-472-25 HAA # COD 1;4 � 1. GENERAL INFORMATION Complete legal description LONGVIEW SUBDIVISION: LOT 1 Location (site address or directions)_ 1100 SNOWLINE Mailing address FORT . PROPFRTIFS. 2525 C 7 SQUE 100 Lending agency Day phone Mailing address .• .IMI.•..c .. . . •. Unless otherwise requested, HAA will be held forp/ckup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual well Community well Public water 4 NOTE: If community well system, provide written confirmation from State ADEC attest - Ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site xx Holding Tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC Ing to the legality and status of system. 72-025 (Rev. 1191) Front MOA #21 Computer Version 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my sea( affixed hereto and as of the validation date shown below, I verify that my Investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure Indicated herein.) 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 Municipalan tate codes, ordinances, and regulations in effect on the date of this inspection. , / Name of Firm Engineer's Signature I—Phone (907) 337-6179 04 1. in conductlnC dds ovetundon, AMr. 6ea Awre te prwfde a 9aretgf4 congdenthous engmeedog _ aneysis of the system h a000rdanae wMr ADECandM0A DHHS Gukte&= 6 Regrdadors. The reported resuda daaormed rhe perkrmarae athe system under rhe corrdldorrs ereootarteradat the Dme W are Dee pG fest, and separedcn astanow measured to reaCyklendRabte features. The operadoral Dee Of AN*Ws / (✓ and wptk systems dspard on rhe JoLW sods condid4 un orground water Wets got RW Ducurate durtrg Die year; and go water usage of Die femlty being awned by Die system. These oordfdau we ouWdO are . conbd of go vmhmterof dee system. An systema owwady fan and sadstectory lest resuf s do not guarantee AM" pwfarnanae of go system, nor do they guarantee dot two are no hidden detects or arc soadunenta. AMM, kra tan 0or0for 0aPVNde anYW w r a^b DxArft" peltmMma"We nor 9he VV asdmate of howk>,g Dee system wdl oondnue W meet the opemtknd requlrernenfa of Bre ADEC wMCK Qa DHHS The content of"report to forgo ads benefit of da ow orDsted abomm. Aryredanae upon or use O0 4 of Ws report byary otherperson orparyts not suDarheO,ear w18 D confer any legalrrght whatsroerew i 2.Alaska Watersnd Wastewetar Consdtams. ba, aW be paid vDr-lr�jtorprkv oro/dosing for go ergkaertrg mvkwa prmMed. I D r ,: co 6. DHHS SIGNATURE --X Approved for I bedrooms M A. Corness: x7953 ,•'`�G etQv Disapproved Conditional approval for bedrooms, with the following stipulations: Additional Comments SFE ATfAcNEv WR7-ER wfLi ADWSORy 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. 72-025 (Rev. 1191) Back MOA 821 Computer Version RECEIVED Municipality of Anchorage APR 1220 ..l DEPARTMENT OF HEALTH & HUMAN SERVIGFACJPAUn of AN Services Division F�IVIRONMEWIA 825 V Street, Rm 502n Anchorage Alaska 99501 (907) 343-47 mental �SERVIC Health Authority Approval Checklist Legal Description: LONGVIEW SUBDIVISION; LOT 1 Parcel I.D.: X015-472-25 A. WELL DATA Well Type PRIVATE If A. B, or C. attach ADEC letter. ADEC water system number N/A Log present (Y/N) Y Date completed 7/80, DEEPENED 9/82' i . r Total depth 450' Cased to 40'+ Casing height (above ground] 12'+ Sanitary seal (Y/N) YES Wires property protected (Y/N) ' YES FROM WELL LOG AT INSPECTION Date of test 9/82 10/30/99 Static water level 52' 160 i i Well production 2.5 g.p.m. 0.52 g.p,m, WATER SAMPLE RESULTS: ColNorm 0 Nitrate .647 ma/L Other bacteria 1 0 I Date of sample:_ 3/17/2000 Collected by: A.W.W.C.. INC. B. SEPTiCIHOLDING TANK DATA j I Date installed 3/10/00 Tank size 1250 Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (YM) YES Depression (YM) NO High water alarm (Y/N) N/A Date of Pumping NEW Pumper_ N/A i } C. ABSORPTION FIELD DATA *BELOW FlNAL GRADES Date installed 3/10/00 Soil rating (g.p.d.= or ft2/bdnn) 1.2 System type 5' WIDE TRENCH I Length 75' Width 5' Gravel thickness below pipe 2' ' Total depth 4.88-7.28• i. Effective absorption area 536 sq ft Monitoring Tube present (Y/N) YES Depression over field (YM) NO i Date of adequacy test NEW Results (Pass/Fail) PASS For 4 i Bedrooms i Fluid depth in absorption field before test (in.); Immediately after gal. wat Fluid depth (ins) Minutes later tion rate = n past 12 months) (Y/N) 72-02e sw. 31mr cw"w v«slon f If yes, give date D. LIFT STATION Date installed Manhole/Access High water alarm E. SEPARATION DISTANCES Size level at*—"Pump ofr level at* *Datum SEPARATION DISTANCES FROM WELL ON LOT TO: SepticJholding tank on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent tots 100'+ Public sewer main N/A Public sewer manhole/cleanout N/A Sewer/septic service line 25'+ Lift station N/A SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO: •WANER REQUESTED Foundation 5'+ Property line '2.5. Absorption field 5'+ Water main/service line 10'+ Surface water/drainage 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCES FROM ABSORPTION FIELD ON LOT TO: Property line 100+ Building foundation 10'+ Water main/service line 10'+ Surface water 100'+ Driveway, parkingtvehicle storage area 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. ENGINEER'S CERTIFICATIO �� `': •r' �[ s�� 1 certify that / ve e / til field inspections and review Di of Mun/dpal t ' bo systems are in conformance with MOA HAA gull i e 1 effect this date. Signature ...F EY A . JEGARNESS l% e f y A. Garness,•' Engineers Na QQ� J'., CE -7953 AV HAA Fee $ 0 Date of Payment ReoeiptNumber 72-M (Rev. 3196)• c«nputer version Waiver Fee $ /5—' Q7y Date of Payment d f/ ;;Z"'/rP Receipt Number s �- of n G J MUNICIPALITY OF ANCHORAGE M E M O R A N D U M WATER WELL ADVISORY HEALTH AUTHORITY APPROVAL NO.Hp_ 000/4/ During a recent Health Authority approval on-site inspection and test of the potable water supply well on Lot If Bloc', — 0f 4AWrVIE IV ' Subdivision, the well's productivity was determined to be •52 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a __A( bedroom residence is _•4P gallons per minute. Although the subject well currently exceeds this minimum requirement, all parties concerned are advised that the product' -on capacity of the well may fluctuate. Restriction of ncn-crit``-cal eater uses such as washing cars and watering lawns and gardens may be required. This aiviscry munt be attached t0 all copies of the subject Health nu thority Apercval. 1 Altinicipality of Alichor• gc Department of Health and Human Services 825 "L" Streets Rick M14ysrrom. 9 M1favor P.O. Box 196650 Anchorage. Alaska 99519-6650 h11p :,www a anChorage ak us April 25, 2000 Jeffrey Gamess Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Road, Suite 2-13 Anchorage, AK 99504 Subject: Waiver Request for Longview, Lot 1 Waiver Request #WR000017 Parcel ID 4015-472-25 HA0000141 SW000012 Dear Mr. Gamess: Your request for a waiver of the required 10 feet horizontal separation from the on-site wastewater disposal system to property line has been approved. The approved separation distance is 1.0 foot. This waiver approval applies to the existing on-site wastewater disposal system to property line 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 343-4744. Sincerely, Daniel J. Roth Civil Engineer On -Site Water Quality Program MUNICIPALITY OF ANCHORAGE Department of Health & Human Services Onsite Services Waiver Review Worksheet WRM WR000017 PID#: 015.472-25 HAM HA000141 Permit#: SW000012 Date Received: April 12, 2000 Legal Description: Longview, Lot 1 Engineer: Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Road, Suite 2-B, Anchorage Ak 99504 Applicant: Meredith Sandler .......... Waiver Requested: 1 Foot Lot -Line waiver from the septic tank to the north property line Criteria: 1. Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation 2. Special Conditions: 3. Other: Total: .......... Waiver is Granted: Y Waiver is not Granted: List Conditions or Reasons for above: SSE ENb /NEER S .9 y4jjn T,0 / f Ulf a OF XUST/Fled?-rpN DATED —S -OD Date: ? — 2 4 — 00 Rec#: 05822 Amount: $115.00 By: PAIAi Name of Reviewer .......... Date Paid: April 12, 2000 ALASKA WATER & WASTEWATER CONSULTANTS, INC. April 5, 2000 Municipality of Anchorage Department of Health & Human Services On -Site Services Section Attn: Dan Roth P.O. Box 196650 Anchorage, Alaska 99519-6650 Subject: Lot Line Waiver for Lot 1; Longview Subdivision Dear Mr. Roth, This letter is to confirm the verbal approval we received from you for a property line waiver on the subject property. The separation distance is between the new septic tank and the north property line at one (1) foot. We do not anticipate any adverse effects by issuance of this waiver. The well on the lot to the north (Lot 7; Block B; Zantha Vista) is located in the northwest corner of the property. If you have any questions, please contact us at 337-6179. or 244-9612- JAG/gd A.S. 6901 Debarr Roa4 Suite 2-B • Anchorage, Alaska 99304 Ph: (907) 337-6179 0 Far: (907) 338-3146 • email. • awmsI)alaska.net MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) Lot 1 LohL)V CW -T I2�P.3L-,i S-ec 2 Location (addressordirections) 1 ( 100 Snout ti+Ie br Y2 (b) Applicant Name C I a i ne Conr4 Telephone: Home 2 8 �(z } S Business 5 6 Applicant Address jktoo S nQ--,3 he `Dr,vc nokc"wq ej C y 16 (c) Applicant is (check one): Lending Institution ❑ ; Owner/builder ; Buyer ❑ ; Other ❑ (explain); (d) Lending Institution Address (e) Real Estate Company and Agent Address Telephone (f) Mail the HAA to the following address: 2. TYPE OF RESIDENCE Single -Family Multi -Family ❑ Other Number of Bedrooms 4 Telephone 3. WATER SUPPLY Individual Well Community ❑ Public ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to 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. 72-025 (11/84) Pagel of 2 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. Name of Firm /YFCS /hc Telephone / S --D `/D �<< Address /Zoo i4 /4J ka Date l� I%1ay f�f9'6 6. DHEP APPROVAIj50«� Approved for bedrooms by� t Approved — Disapproved Terms of Conditional Approval Conditional dhep CAUTION V-) The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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. Paae 2 of 2 MUNICIPALITY OF ANCHORAGE (MOA, MyfdlCWALITY ®F ANCNOAOMEALTH AUTHORITY APPROVAL (HAA) ©EPT. OF HEAUM & CHECKLIST - FEBRUARY 1984 SWIRONMENTAL PROTEMON 264-4720 MAY 2 R 1986 Legal Description: Lot LangyieW j"� T 12. lel R3 L,J 5 e.c 2{ A. WELL DATA RECEIVED,, Well Classification Fr(ve-fic- d If A, B, C, D.E.C. Approved (Y/N) Well Log Present6)N) Date Completed q - /- 82 -Yield GPM U Total Depth 4S-0 Cased to 6 3 Depth of Grouting N fl Static Water Level �� Pump Set At Un Known Casing Height Above Ground a' S ® Sanitary Seal on Casing (9N) Electrical Wiring in Conduit ON) Depression Around Wellhead (Y/6 Separation Distances from Well: To Septic/Holding Tank on Lot 8 ; On Adjoining Lots G 7 100 To Nearest Edge of Absorption Field on Lot 9� ; On Adjoining Lots 6r /DO To Nearest Public Sewer Line `yA To Nearest Public Sewer Cleanout/Manhole N 'q To Nearest Sewer Service Line on Lot /v/t Water Sample Collected by V ar`q ; Date 14 S "k-54o4'r1 Water Sample Test Results o„ tl,.s lot-- .2 dr;(led 412617}-, [as+ one drilled 7/90 and extended 9/8Z. Last well Comments(!)3wetts is neoresl' '-fb ho ue /9- Siem arnA was used -rZ, me asu m meA ts. ® Wei( F jow +es -f iz -1-2- 83 ;_- n BeA,ky, @ 4s" G) All wells l'4- above groknd 0 Watve� grunted, , JutLlZ5 , t"IF. B. SEPTIC/HOLDING TANK DATA Date Installed 6- a� Size /2'7" Standpipes & Air -tight Caps &N) Depression over Tank (Y/0 Pumping/Maintenance Contract on File (Y/N) Holding Tank High -Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water -Supply Well To Property Line 43 To Water Main/Service Line Course /DO-+ Comments Page 1 of 2 NA No. of Compartments Foundation Cleanout/N) — Date Last Pumped G _ -5-&S Ery for Al A Temporary Holding Tank Permit (Y/N) N To Building Foundation To Disposal Field 5 To Stream, Pond, Lake, or Major Drainage C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Le Date Installed 6 2 D Width of Field 3 _ Square Feet of Absorption Area Q Depression over Field (Y/(�J� _— Results of Last Adequacy Test aS$ed Separation Distance from Absorption Field: To Water -Supply Well %oZ _ To Building Foundation 17 TD1 ;�f Type of System Design Length of Field 3 C/ Depth of Field / a Gravel Bed Thickness Standpipes Present (%N) Date of Last Adequacy Test 6ecfr-oomS ✓ a't I Lo",view- -iz - R.5 To Property Line 30 � To Existing or Abandoned System on Lot /V /r ; On Adjoining Lots DL) A To Water Main/Service Line 5• To Cutbank (if present) !vp To Stream/Pond/Lake/or Major Drainage Course 1 OD --t- To fiTo Driveway, Parking Area, or Vehicle Storage Area /7to�r itie _6'encA s UNDE/Z -Ae cV.; ve•v4 A box Comments _WrH, a Prolyc Nye l�j etas 6uihL over '1/,e Y7'—idPi',FC /7 'Acl F Actual -F;'eld meas�remeafs,of _rywi ar buj fJ Date Installed �- Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for (Y/N) Dimensions Manhole/Acct Off' Level at Pumping Cycles dur dequacy Test. Meets MOA ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I;h'aavee checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed �/� l'�r� ' Date 14 fKuq �2 &6 ,6:0'®MfaVN Company MOA No. s'T E-6 G z f t of A4 Receipt No.°0 A,p v� Date of Payment ,.. °.. . � • °� • • ury Amount: $ LE Y C. RE1D, JR. +* CE • 2251 Page 2 of 2 72-026 (11/64) MUNICIPALITY OF ANCHORAGE T DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 �5Application Date ( y 1/{ ( —" 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) N/QZpz1/!/bt/e (b) Applicant Name Telephone: Home Jo Bu a Applicant Address %lf® �n���h� �r'esro At--/�• v (c) Applicant is (check one): Lending Institution ®; Wne builder s Buyer 0 ; Other ® (explain); (d) Lending Institution _ Telephone Address — (e) Real Estate Company and Agent _ — Address Telephone (f) -Mail the HAAtothe following address: 1 f 2. TYPE OF RESIDENCE Single -Family Multi -Family ® Other Number of Bedrooms Lf 3. WATER SUPPLY s Individual Well Community C7 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 0 Community ® Holding Tank 13 Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. -4 n 72-025 (11/84) .5. EN-6INEERING 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. Name of Firm / ��S / sTelephone Address /LGo /iJvsf .. 3a c� a .'R z% ,5 -v -a co Z � Date 6. DHEP APPRVA Approved forte w t'bedrooms b Approved _ ' Disapproved Terms of Conditional Approval /k(07 --c -5�WC-Ao_ i4X/CSsc�A-1 . i.0 Conditional Engineer's Seal ,o4 2F..4-- ® u F ---4d A,111�1 CAUTION ®O.- 77 0A/ 400 -- The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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. { A. A 0 X\PNCC � 0'tl , P Q F WELL DAT MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: /OT Y12,�J3GJ pec i Well Classification 0111 �%" 114/C If A, B, C, D.E.C. Approved (Y/N) V1'r Well Log Present /(YJN) Date Completed 11%/�Z " Yield vv / '5) f it/ .'f— Total Depth /fSO Cased to �� Depth of Grouting Static Water Level g� / Pump Set At Casing Height Above Ground �' ® Sanitary Seal on Casin6N) Electrical Wiring in Conduit�N) Depression Around Wellhead (Ye Separation Distances from Well: To Septic/Holding Tank on Lot �$/® On Adjoining LotsX00 To Nearest Edge of Absorption Field on Lot / �" ; On Adjoining Lots /OD ail G To Nearest Public Sewer Line ��'¢ To Nearest Public Sewer Cleanout/Manhole To Nearest Sewer Service Line on Lot Water Sample Collected by ---- ; Date Water Sample Test Results � /� Fac 7/d L;--- `l Comments 3Ld�eeD -�G�aceet� �/��� dtroT oNi rlhcu�/ 17�D v,�n�P�le.atlmG+' `%�8�?• /�.,�...n�iQ is no�..iin% M]/B �fn B117/./JO //l•.✓l� /1YLGl f///.fGl/ i!/' /i1�f//J�2e%�7G1't� G� 1f - 7z f -7z -r,9-•y® LeFP�� .�. ING TANK DATA Date Installed" Size %�CL� No. of Compartments 1;2 Y/ Standpipes ) Air -tight Caps(LYN Foundation Cleano/ut6N) Depression over Tank (Y&9_1 Date Last Pumped , I Pumping/Maintenance Contract on File (Y/N) y ; for Holding Tank High -Water Alarm (Y/N) 'Temporary Holding Tank Permit (Y/N) Separation Distances from Septic/Holding Tank: To Water -Supply Well -7S' To Building Foundation �f- To Property Line y� To Disposal Field eL To Water Main/Service Line /D " "A To Stream, Pond, Lake, or Major Drainage Course Comments �Z av� �YT�Y�ton—r�zc Page 1 of 2 07- S vvu� C. ABSORPTION FIELD DATA -)r Soils Rating in Absorption Strata 3S y Type of System Design�lf Date Installed Length of Field �9 / i Width of Field Depth of Field Gravel Bed Thickness — Square Feet of Absorption Area Depression over Field (Y Results of Last Adequacy Test Standpipes Present(6?N) e Date of Last Adequacy Test��/�� 44.1 Separation Distance from Absorption Field: To Water -Supply Well 9�2 i* i To Building Foundation Gn -- ���^, -/ Lot To Water Main/Service Line To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments 111'09�wk 4W 06u-rL'fe� OU7 o D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N Comments To Property Line 30 To Existing or Abandoned System on On Adjoining Lots •,L 3e /�, To Cutbank (if present) �— A47e1 0, r�.»�1�+[..c' / " ' � �� �' Tl Elft! L /!1 / ✓tC7 i.Vbf Dimensions hole/Access -Y/Nr Off" Level at Vent (Y/N) ** Check Permitted Bedroom Rating Against HAA Request ** Pumping Cycles during Adequacy Test. Meets MOA I certify tha I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. JJ 7- f Cr Signed (�' Q'„y _ e, --i epl ripe^ Company , ��� t= MOA No. Receipt No. !)5' (J2 o Date of Payment %- \*k- �t 6 1:U Amount: $ Page 2 of 2 72-026 (11/84) ^l>� �a946 0099000 t!•3 PE•j.) A S7 r � �:,g9 P �0• o�V ve Engineer's Seal 1 r.au Boo 00 p�Coas 0 o 9 qa, ds+n �n^io off® 9q o La'o C. Reid, Jr W F %JJ*paD o. 2257 R 9 : Ow 9s•9°° )FESSO�� I(- 50410 ALASKA Cl ►UIROC1 nTAL COnTROL GRINS, InC. engineering & enuironmental Studies ELAINE CONRAD 11100 SNOWLINE DRIVE ANCHORAGE ALASKA 99516 AUGUST 12 1985 SELLER—SAME ELAINE CONRAD 11100 SNOWLINE DRIVE ANCHORAGE ALASKA 99516 LEGAL:LONGVIEW BLOCK 0 LOT 1 ADEQUACY TEST FOR SEWER SYSTEM ADEQUACY TEST DATE—JULY 12 1985 THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 546 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 600 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 890 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 4 BEDROOM HOME. SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1250 IS ADEQUATE FOR THIS 4 BEDROOM HOUSE. THE SEPTIC TANK/PACKAGE PLANT WAS PUMPED ON JUNE 25 1985 . FLOW TEST ON WELL WELL FLOW DATE—JULY 12 1985 A FLOW TEST WAS PERFORMED ON THE WELL. 890 GALLONS OF WATER WAS PUMPED AT A RATE OF 7 GPM OVER A DURATION OF 2 HOURS. THE DRAWDOWN WAS 244 ' WITH A RECOVERY TIME OF 120 MINUTES AND THE STATIC WATER LEVEL WAS 91.5 FEET. THE WELL IS ADEQUATE FOR THIS 4 BEDROOM HOME. I "4 OF Af-�� ���aso4g°eB.eeeeeeese�s Lem C. Reid, Jr.�w k" 2251-E • �? »nn lllcct 33rd Aaereie Saite B e Anchornoe Alaska 99503 a (9071 561-5040 ST 7 L-1 F ALASKA BILL SHEFFIELD, GOVERNOR DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREET, SUITE 303 ANCHORAGE, ALASKA 99501 274-2533 July 25, 1985 Alaska Environmental Control Services, Inc. 1200 W. 33rd Avenue, Suite B Anchorage, Alaska 99503 SUBJECT: Waiver Horizontal Separation between Well and Septic System, Lot 1, Longview Subdivision, Anchorage, AK (8621 -WA -023) Dear Sir: The Department has reviewed the subject waiver request and hereby waives the horizontal separation between the well and septic tank to 78 feet and well to septic absorption field to 92 ft. on the subject property for a 4 bedroom single family residence only. Sincerely, even W. Eng, P.E. District Engineer SWE/msm - DATE RECEIVED INSPECTION APPOINTMENTS TIME ' TIME TIME NUMBER OF,BEDROOMS ❑ One -0 Four ❑ Other DATE DATE DATE ❑ Three ❑ Six 7. WATER SUPPLY INSPECT INSPECTOR INSPECTOR MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION DEPT. OF HEALTH & 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL PROTECTION • ENVIRONMENTAL SANITATION DIVISION OCT 2 3 1979 Telephone 264-4720 pp ��11 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEVIRIEGEA' lliD DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTYOWNER Jan Koslosky (Merrill Lynch Relocation Mgt. inc.) PHONE MAILING ADDRESS Star Route A Box 64-C 99507 PROPERTY RESIDENT (If different from above) PHONE 2. BUYER - PHONE Dr. Harold Conrad MAI LING ADDRESS 3. LENDING INSTITUTION- PHONE MAILING ADDRESS 4. REALTOR/AGENT PHONE Elliot Lawson % Jack White Company 277-1553 MAILING ADDRESS - 3201 C Street 99503 5. LEGAL DESCRIPTION Lot 1 Longview Subdivision STREET LOCATION J Snowline Drive _ �JdrArtp 6. TYPE OF RESIDENCE NUMBER OF,BEDROOMS ❑ One -0 Four ❑ Other M< SINGLE FAMILY ❑ Two ❑ Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER SUPPLY EX INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior tat date, give well ❑ PUBLIC UTILITY depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM 29C INDIVIDUAL/ON-SITE** 1977 YEAR ON-SITE SYSTEM WAS INSTALLED. ❑ PUBLIC UTILITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) 11J_A > d- THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑ INDIVIDUAL/ON -SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATE INSTALLED INSTALLER ❑Septic Tank or ❑ Holding Tank Size: If Tank is homemade give dimensions: SOILS RATING , 5" TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL p 4. DISTANCES WELLT0: Septic/Holding Tank 13 Cj Absorption Area Imo{ Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS 6, -APPROVED FOR 44' BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE BY /� W. r MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 0* CERTIFICATE OF INSPECTION SEWER AND WATER FACILITIES 1. PROPERTY OWNER Jan Koslosky(Merrill Lynch Relocation Mgt. Inc.) MAILING ADDRESS Star Route A Box 64-C 99507 2. LEGAL DESCRIPTION Lot 1 Longview Subdivision 3. TYPE DWELLING X2 SINGLE FAMILY RESIDENCE 0 OTHER (Describe) O MULTIPLE FAMILY RESIDENCE 4. NJATER SUPPLY XXx INDIVIDUAL � COMMUNITY/PUBLIC 5. SEWAGE DISPOSAL 10 INDIVIDUAL/ON-SITE E:I PUBLICUTILITY O HOLDING TANK (Maintenance Required) )M" APPROVED FOR_ four' BEDROOMS - E:I CONDITIONAL APPROVAL (See Attached) S E An' L 0 DISAPPROVED DATE 6Y (TITLE) November 81 1979 72 014 (3/78) AAU n10C ip 'e� v 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264-4111 GEORGE M. SULLIVAN, MAYOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION December 18, 1979 Robison, Mc Caskey and Frankel Attorneys at Law 921 West 6th Avenue Anchorage, Alaska 99501 Attention: Paul F. Robison Subject: Lot 1 Longview Subdivision The Municipality did a review of the water supply on the subject lot. This review consist of water analysis and casing/landscaping inspections. Water adequacy is addressed in Municipal ordinances for ninety(90) days after drilling. The subject lot was sold over a year ago without a request of approval from this department. The first owner never lodged a complaint regarding adequacy within the ninety(90) day period, nor was this department ever asked for approval of adequacy within the ninety(90) day period. Therefore, a review of ordinances regarding water adequacy for ninety(90) days after drilling and the department's current involvement over a year after drilling leaves the Municipality with no responsibility for guaranteeing adequacy beyond ordinance time limits(90 days after drilling. I Robison, Mc Caskey and Frankel December 18, 1979 Page Two If there are any further questions, please contact this office at 264-4720. Sincerely, Les N. Buchholz, R.S. Senior Environmental Specialist LNB/ljw cc: Risk Management Municipality of Anchorage Elliot Lawson Jack White Company 3201 C Street 99503 Jan Koslosky, Jr. Star Route A Box 64-C 99507 Carl E. Luchsinger Star Route A Box 94 99507 PAUL F. ROBISON KLNNETH MCCASKEY MARVIN S. FRANKL:L Jan Koslosky, Star_ Route A, Anchorage, Ak ROBISON, McCASKEY & FRANKEL A PROFE_:�IONAL CORPORAI'10I1 A-f"ioRNE:YS AT LAW 921 VJV_s'E SIXTH AVLNUE ANCHORAGE, ALASKA 99501 Jr. Box 64-C 99507 10 December 1979 Merrill Lynch Relocation Management, Inc. Jack White Company Elliott Lawson Jack White Company 3201 C. Street Anchorage, Ak. 99503 Carl E. Luchs.inge.r Box 94, Star Rte A Anchorage, Ak. 99507 ARFA Co9E 907 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION DEC 17 1979 RECEIVED Municipality of Anchorage Department of Health & Environmental Protection 825 L. Street Anchorage, Ak, 99501 Re: Lot 1, Longview Subdivision Uninhabitable home We represent Dr. Harold Conrad and his wife, Elaine B. Conrad who purchased the abovementioned property in November 1979. Closing was had on November 8 and the Conrads moved in on November 1.5, 1979. Two days after they moved into their new $187,500 four-bedroom home with their five children, four of whom are teen -tigers, they ran completely out of water. The person who had shown them the home indicated that arelay switch was not working and a temporary supply of water was developed. A week later the Conrads ran out of water again. A check of the municipal records shows that the builder had two wells drilled, both being completed April 26, 1977. The municipal records show that well #1 was drilled to 200 feet with 6". casing cased to 44 feet, with a yield of 10 gallons of water per hour and that well #2 was drilled to a depth of 105 feet cased with 6" casing to 49 feet, with a yield of water of 5 gallons per hour. Although this is but a fraction of the amount of water per hour required by the Municipality for a four-bedroom home which the municipaly records and actual facts disclose this to be, the wells were approved, both for Jan Koslosky and on Elliott Lawson's .request in "November of 1979. 10 December 1979 Page 2 Re: Lot 1, .Longivew Subdivision It is obvious that Mr. Luchsinger, the builder, Jan Koslosky, the Municipal Department of Health & Environmental Protection, Jan Koslosky and Jack White Company all had actual knowledge of the extremely deficient and inadequate water supply for domestic purposes to this four-bedroom home and all from time to time misrepresented it as an adequate water supply. Although the Conrads moved here from San Francisco where they have experienced shortages of water supply and endured ration- ing in Marin County they have never had to endure such intoler- able and near primitive life style as they are compelled to suffer under- these conditions. Dr. Conrad has found it necessary to melt snow to shave, use of the bathrooms is limited to the extent humanly possible to endure. Toilets are flushed only following bowel movements. The children are limited to one shower per week each and are required to wear the same shirts for three or four days without laundering. It would appear that if both pumps were in operation 24 hours per day at maximum capacity of the two wells 360 gallons of water could be produced each 24 hours. It is my understanding that the Anchorage Code requires a minimum availability of 150 gallons per day per bedroom. This is to demand on behalf of Dr. and Mrs. Conrad . their rescision of the sale and complete restoration of the Conrads to their former financial position, together with a reasonable settlement for all out-of-pocket expense they have had in addition to the purchase price, including closing costs, moving expenses, costs for housing .in an alternate location until a suitable and habitable home can be located, and a reasonable settlement for the hardships being endured until satisfactory relocation can be effected. All addressees herein should be aware that the Conrads are not only suffering physical inconvenience and hardship but mental and emotional distress, and all are living in a situation which is a present threat to their health. I have no idea whether it is possible that an adequate water supply could be located on this property or not. I have been advised that the builder, Mr. Luchsinger, is presently building on a lot adjacent to the subject lot which was sold to the Conrads. Should 10 December 1979 Page 3 Re: Lot 1, Longview Subdivision it be that in this construction Mr. Luchsinger has located an adequate supply of usable water which would indicate that such might be available for the subject property it is conceivable that the addressees herein who are responsible for this situation might hasten to rectify the situation by providing a new well and water_ supply to the premises without delay and making such additional settlement with the Conrads as is then indicated. Unless immediate and successful steps are taken to do so, the Conrads will physically tender the property back to all of you, subject to existing encumbrances, and proceed in court for their legal and equitable remedies. Very truly yours, -���1 >✓jl� Paul F. Robison Enc. (4) DEPAI?T,11E\T C'F FiI="LTH ANO ENV/IRONMENTAL PROTECTION 18 5 "L" Sz,ceti October 24, 1979 Elliot Lawson Jack White Company 3201 C Street Anchorage, Alaska 99503 Subject: Lot 1 Longview Subdivision Jan Koslosky Property Approval for the individual sewer and water facilities can not be granted until the following items have been completed: 1) The septic tank pumped with a receipt submitted to this office. (2) This office needs to obtain a water sample from the property. The water was not turned on the day we were there. Please notify this department when the water will be on. If there are any further questions, please contact this office at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw -a to Pad iJ,�air X1 r \ POUCH 6-650 � 'g(' " )� ANCHORAGE, ALASKA 99502 (907) 279-2511 ,yy lz ,� '.�� �2�,f n t FOHGC tl. SULLIVAN, e �+aa �..c l r444x_".--- /:i ls1A YOH DEPAI?T,11E\T C'F FiI="LTH ANO ENV/IRONMENTAL PROTECTION 18 5 "L" Sz,ceti October 24, 1979 Elliot Lawson Jack White Company 3201 C Street Anchorage, Alaska 99503 Subject: Lot 1 Longview Subdivision Jan Koslosky Property Approval for the individual sewer and water facilities can not be granted until the following items have been completed: 1) The septic tank pumped with a receipt submitted to this office. (2) This office needs to obtain a water sample from the property. The water was not turned on the day we were there. Please notify this department when the water will be on. If there are any further questions, please contact this office at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw