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HomeMy WebLinkAboutSLY-FOX LT 4# C)15-1C%i1-Loi Municipality of Anchorage Page —[--of —5— DEPARTMENT DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 O Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: PID Number: DSS' lRt —(n Name: J Wastewater System: ❑ New �i(Upgrade Address: � {�R aQ 94.5'! b ABSORPTION FIELD _12970-0 Phone: 3 Y!5,— - No. of Bedr ars: ----- -- r+d Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION _ __ Soil Rating: _w �GPD/Sq. Fl. Total Depth from original grade: _ c, _� — Lot: Block: Subdivision: 4 Depth to pipe bottom from original grade: Gravel depth beneath pipe _ SL`! �• f=O _ S Ft. _ (p Fl. Township:u�y Range: 'J, Section: L% II ®�� —.5W ®a q Fill added above original grade: r — n -n — Ft.~ Gravel length: la,Z.b Ft. WELL: ❑ New ❑ Upgrade Gravel daW: Number of lines: Distance between lines: Ft. Classification (Private, ABC): Total Depth: Cased To: Total absorption area: Pipe material: _ FL Fl. b (J SCI. FL / �' 9 10 :S03q Driller: Date Drilled: Static Water Level: Installer: /� 1 K C. Q.2- Date installed: Ft. Yield: Pump Set at: Casing Height Above Ground: TANK--- —®® GPM Ft. SEPARATION —F�— DISTANCES Cl Septic E] Holding ❑S. T.E.P. To Septic Absorption Lill Holding Public/Private Manufacturer:—� Capacity in gallons: From Tank Field Station Tank Sewer Lines Well tp-p 110 Material: p Number of Compartments: Surface LIFT STATION Water Lot Line ,� D g0 Size in gallons: Manufacturer: — Foundation "Pump on" level at: "Pump off' level at: High water alarm at CurtainPump 1 �D N o Make &Model Electrical Inspections performed by: Drain _ Remarks: BENCH MARK S�.1L?•1 � �1. ��a.%L .. Location and Description: — (rs, o o r C-0 e7" La-- - Assumed Elevation: FNGING§R'�v$�cAL Inspections performed by: Dates: 1st I s 2nd_ a IIL �_... Department of He and Hinman Services approval p Reviewed and approved by: _��' Date:'9 2 % - yz 72-013 (1/91) MOA 25 -.-------------------, �RlGIN TRO I MON OR DIVCR TA VAL I NEI✓ TRENCH I I s9 I I I n I Top of Bank Total Height Varies Between I 6 ,.nd 12 feet` ' 16 / }++ +}}++}} } L—._—_---- -.—_—_ 0 25 0 25 50 75 100 125 150 SCALE1 I' = 50 FT. TER TOBBEN SPURKLAND P.E.SEPTIC SYSTEM ASBUILT 203 W 15TH. AVENUE L[7T 4SLY FOX ANCH, AK. 99501 SEC 24, T12N R3W DATE. AUG, 23, 1992 MICHAEL EATON SHEET, 213 GRID, 2641 Clean Out Clean Out Mira f7 140 6 feet of Septic Rock 1250 gal Septic to Standard Trench- 62.5' LUNG TOTAL 9' DEEP 6' OF SEWER ROCK Monitor NO SCALE Cleanouts Monitor E 1250 GAL SEPUC TANK BOTTOM TESTHotE 81,00 DIVERTER VAL VE DIVER TER VAL VE TOBBEN SPURKLAND P,E, grg FflEDi 203 W15TFi. AVENUE LOT 4 SL Y FOX ANCH, AK, 99501 SECTION 24 TIEN R3W DATE AUG 23, l9' .-.. M11 -144P FATl1N SHEET- .?/? GRID, PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE /,w- 6-/ 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:SW920227 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:EATON JEAN MILNER OWNER ADDRESS:8700 E. KLATT RD. ANCHORAGE ,AK 99516 PARCEL ID:01519165 LEGAL DESCRIPTION: SLY -FOX LT 4 LOT SIZE: 50009 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 DATE ISSUED: 8/13/92 EXPIRATION DATE: 8/13/93 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALI, 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. SPECIAI, PROVISIONS: RECEIVED ISSUED BY: BY : _ ` J � ---- DATE : -/' Y I ✓` Z DATE: Pg^� " l, , p 11 :! 11 2::.. if ,.rf! �i,, 11 .11 :1, F,.11 - 8DH15LkAvpouo/Suite 206 0NCUU8ABE,0iASKAYY5N (907f 279-3916 SEPTIC SYSTEM DESIGN L- UA -F 4 -9 1.- V F Co X MICHAEL EATON No Ground Water or lmpervious Layer to 15 ft. Use Standard Trench 3oil Rating. From tesi Aug. 5, 1992 10 min/in /min �equired Area per Bedroom: 1875 sqft. Testhole Tota\ Depth Less 6 feet Less Cover 3 Rock Depth Number of I-Iedrooms Len1th of Trench 15 9 6 6 13 v Is T I- Pi COMF I LBURAT��� 13TANDARD TRENCII TOTAL LE0GTI-I 62.5 FT. TOTAL WIDT" 3 FT" TOTAL DEPTI-I 9 FT, ROCK DEPTIf 8 FT - COVER There is 3 FT. SEPTIC TANK EXISTING INSTALL DIV17-RTER VALVE The installation of this srptic system will nnt prevent wells frnm be installed on the adjacent lots There are no developed or natura} surface / sub surface drainage courses on or the adjacent lots. There is a depression uphi]l from the existing scptic system that cnllects snow�elt during and after break up, No standing waLer at this time, bu� gro./nd wet and saLurated 5eptic System Design Lot 4 Sly Fox pg.1 The proposed septic system Nill not change the general slope of thc area. Ponding and/or concentration of surface runoff will nut result from this installation., The proposed trench will be approximately 25 feet +rom a slope stpeper than 25 %. A waiver of the requirad 5S tent setback is requestedPart CA this embankment was caused by fill from construction of the building and grading of the lot. Testho]e indicates that the soil strata follows the original ground cDAY n— tourl Effluent from trench will follow ground contour and not surfacc on tha slope ^! K/SIT � '/ J Ae�/� eV1-4 / Septic System Desigo Lot 4 plyW; pg.2 115TH, AVE I rla- - -- - - h, LOT 3 I I Q VACANT (L LOT 4 T� I �� •`•'�....� �� err I I I � �C. LOT 4 LOT 7 I � I I LOT 5 LOT 6 KLATT ROAD LOT 14 Wvp �Q LOT I LOT 2 O LOT 2 I I d'QG I I I d 50 0 50 100 150 200 250 300 r SCALE 1' = 100 FT �I UBbLN JI'UKKLHND r.t_, II L17T 4 SLY FRX II SEPTIC SYSTEM DESIGN I 203 W 15TH. AVENUE DATE, AUG. 9, 1992 ANCH. AK. 99501 SF.0 24, TIEN R3W 9nn ?]9-9916 MICHAEL FATUN SHEET, 113 GRID 2641 ---------------------, I I I INSTALL DIVERTER VAL E I NEW TRENCH I I I I f I Top of Bank r Te Total Height I I Varies Between 6 and 72 Feet I I I I L- ---- --- ---_ I I I I I x T I l� I 0 25 0 25 50 75 100 125 150 SCALE; I' = 50 FT. EXIST, I #I # + SEPTIC 9YSTf,N , * # i * , h #. « + A 0 1., n t�1c io6:-en Snarldond e��ii II UbbLN SYUKK V Nll r.t, I I LOT 4 SLY FOX I I SEPTIC SYSTEM DESIGN ANCH. AK. I 203 W K.TH, AVENUE 99501 SEC 24, T12N R3W DATE, AUG, 9, 1992 romi a7o_ga�a MICHAEL EATON SHEET, 213 GRID, 264/ Clean Out 1250 gal Septic O Standard Trench: 62,5' LONG TOTAL 9' DEEP 6' OF SEVER ROCK Monitor Clean Out NO SCALE Cleanouts 3' Cover Mira FI 140 6 Feet of Septic Rock Monitor 1250 GAL SEPTIC TANK DIVER TER VALVE DIVERTER VAL VE - Exist, Ground 4' Min Cover overTank I i UDDLry Zsr UKKLMNV 1',' I I LOT 4 SL Y FOX II SEPTIC SYSTEM DESIGN 203 ANCH4/AK.SEC TH, AVENUE TION 24 7712N R3V DATE, AUG, 9, 1992 AWa'A g99501 MICHAEL EATON SHEET, ?/R GRID PA41 (ENGINEER'S SEAL)''. u Municipality of Anchorage r DEPARTMENT OF HEALTH & HUMAN SERVICES 825 " L' Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION 'TEST I p (7 1 p p PERFORMED FOR: M,c,h Or, -t X L.1a,,.�e'Vt DATE PERFORMED:��(� LEGAL DESCRIPTION: -j," SI. oPC __ Township, Range, Section: 'rjp.l•. , Q -j V SLOPE YID 3 4 5� 6- 7 Sri 8 /J 9 I 10- pG 0 V?.AAJ Q'^ WAS GROUND WATER 0,0U() ENCOUNTERED? 15 16 17 18 19 20 COMN PLAN �r 1 Reading Gross Date Time Net Depth to Time Water Net Drop _ ff•,t, x. i o t s d' J IF YES, AT WHAT O 12 ^ d DEPTH? P 13 •00 0 (i 0 E lleplh to Water A or �/ Monitoring? — n � pate: _! t �L 14 I s J to 15 16 17 18 19 20 COMN PLAN �r 1 Reading Gross Date Time Net Depth to Time Water Net Drop _ ff•,t, x. i o t s 2 ' t r/f. I IT p ..^ I/ PERCOLATION RATE . -;"-.� (minutes/in�cha) PERC HOLE DIAMETER _ TEST R/�1N BETWEEN _ _ FT AND XY—FT o /fin 4.1 -Gy f,L� ! 0 01w r�� .44, 6 �.�^ A I r� PERFORMED BY: _ _ _ I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE. 72-008 (Rev. 4/85) 't lt-t C_ 0"- y (� 1 1 Municipality Anchorage J DEPARTMENT OF HEALTH &HUMAN SERVICES t 82.5 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST PERFORMED FOR: p°II O,trtA•lil� �i2'FON/_ DATE PERFORMED: LEGAL DESCRIPTION: Township, Range, Section: D E P T—H-1 SLOPE SITE PLAN FEET) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water Aller Monilarin07 — Dale: Reading Date Gross Time Net Time Depth to Water Net Drop • ? Y O { t ,�• _l Z. /61 PERCOLATION RATE _ Q� (minutes/Inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND —jt,! j, FT PERFORMED BY: _ ' r •� Iy • CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE. WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: .—A �-- 72-008 (Rev. 4/85) �- MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264.4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE NEW T��� I'"A - U � � A7R-10o2U ❑UPGRADE MAILING ADDRESS 8a -i -,P NG MY 12- L�_�1✓4= ANL/ -1 . /-!EC cr9-Go LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS /(- t5 fL csC�t� , l� t -A I i 14 DISTANCE TO: Well I p D Absorption area Dwelling I PERMIT NO. / > q (t L/ O Y - Q o-0 F z N� Manufacturer C 2.� E:iL Material srlF� No. of compartments r�o Liq. ca )agity in gallons V IF HOMEMADE: Inside length Width Liquid depth DISTANCE TO: Well Dwelling PERMIT NO. 0 _ FQ- Manufacturer Material Liquid capacity in gallons UJ 2 DISTANCE TO: Well I (, Foundation No j I NI Nearest lot lin%% '?� (? 'r PERMIT NO. ��(f L 0 "L -L S Z No. of lines Length of each line Total length of lines Trench width Distance between lines F -•--w i % (o /�- iii C) inches '-- Top tile to finish _ Material beneath tile Total effective of grade absorption area `L/=r__��a�_� Length Width Depth PERM IT w 7 Q F Type of crib Crib diameter Crib depth — Total effective absorption area y Well Building foundation Nearest lot line DISTANCE TO: Class Depth Driller Distance to lot line PERMIT NO. w � DISTANCE TO: Building foundation Sewer line Septic tank Absorption areals) OTHER PIPE MAFERIALS SOIL TEST RATING /G a — INSTALLER REMARKS 0 7 U M 4P 4 Q 7 F.'�-��F— R22 5-E (: •`"° JUNE 25, 1971 LEGAL APPROVED DATE IC. 72-013 (Rev. 3/788 r�./- C-- PERMIT NO� DA FE ISSUED� HPPLICHNT� HDDRESS� CONTHCT PHONE LEGOL DESCRIP LOT SIZE� LOT LOCHTI0N� MHX BEDROOM�� ��11, .5 Dii: I'E, AL IF -­ F:::b L. . R. III n� IF: 111,4 A -0 C.) 9 f-1 CR E.. DEPHRTMENT OF HERLTH HND ENVIRONMENTHL F'ROTECTION 825 L STREET. HNCHORHGE' HK 99501 -��'64-4720 840044 0]/14/O4 P8UL HUMPHREY 8250 HOMER DRIYE RNCHORHGE/ RK 99502 279-1020 SUBDIVIS1ON� SLY -FOX SECTION� 24 TOWNSHIP 50009 (SQFTOR 8CRES) KLHTT & COBRO 4 � � y CT� ,r ��� � r LISTED BEL01,1 FIRE THE OPTIONS 8VRILHRLE TO YOU IN DESIGNING YOUR SEPTlC SYSTEMCHOOSE THE OPTION THRT BEST FITS YOUR SITE --^~-----------------^- ~~---'--`~^~ 11 4 ����� GRDEPTH TO PIPE 8OTTOM (Ff)- 3,D 4.0 1.. 171 IF HVEL DEPTH (F� D T ) ���4�0 ]5 Yr f I I.DEPTH (FT. ) J?.0 8.0 75 GRRVEL WIDTH (FT. 5�0 GRHYEL LENGTH (FT. 0 650 GRRvEL VOLUME C. U. THNK SIZE (GHLS) 1/250� 0 ** 50� * 1/250. 0 ** SOIL 'FIT AIG (SQ.FT/BR) 150 150 150 / \ ** THNK MUST HRVE HT LE8ST TWO COMPRRTMENTS I CERTIFY TIFI T� lI 8M FHMILIHR WITH THE REQUIREMENTS FOR ON-SITE SEWERS HND WELLS HS SET FORTH BY THE MUNICIPHLITY OF HNCHORHGE (MO8) HND THE STHTE OF HLHSKH. 2 I WILL INSTHLL THE SYSTEM IN OCCORDHNCE WITH RLL MOH COD��S HAD REG�LHTIONS' HND IN COMPLIHNCE WITH THE DFSIGN CRITERIH OF THIS PERMIT. I I WILL ODHERE TO HLL MOR HND STHTE OF HLHSKH REQUIREMENTS FOR THE SET BRCK DIST8NCES FRnM HNY EXISTING WELL/ WHSTEWRTER D.I.SPi RL SYSTEM OR PUBLIC SEWERRGE ON THIS oR HNY ADJACENT OR NEARBY LOT- 4 I UNDERSTHND THHT THIS PERMIT IS VHLID FOR H Hi I,1OF 4 BEDRDOMS HND HNYENLRRGEMENT WILL REQUIRE HN HDDITI0NHL P£RMIT IF H LIFT STHTION IS INSTHLLED IN ON 8REH COVERED BY MOH BUILDING CODES. THEN (1) ON ELCTRICBL PERMIT 8ND INSPECTION MUST BE OBTAINED/ (2) FS. BUILTS WILL @OT BE RPPROVED WITHOUT HN ELECTR(CHL INSPECTION REPORT/ RND (]) THE ELECTRICHL WORK MUST BE DONE BY H LICENSED ELECTRICIHN SIGNED DRTE� �� ���.�'����I����..��������������. �������.����� HPPLICRNT� PRUL HUMPHREY ISSUED BY DHTE� ~ �--------^-`------------~~--------~-- ~~~--�r------~- ---- 1-1 IL._1 h•` m 1: n. _= .II. h & Th tl__ 1, --3'- "-ir° 11C FaN" it IPA W_J: > l H.._e F;.� r' l U-31 h:=: DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 •L..' STREET, ANCHORAGE, AK 99501 264-4720 20 : ANCHORAGE 6::+4--2131 : EAGLE: RIVER n`:u 3`-•,h -_.... _;;, 1. y ' y �-_. N C4 h = F-.: IF " k: _° 6 ^ N .lE:.A_PERMIT NO. 831004 - APPLICANT: PAUL Y11.,IMPHF'4' PHONE: 279--:1.059 ADDRESS: 311 W 22ND APT C ANCHORAGE, FIE; I_II 00(Il L...E"EAL_ DESCRIPTION -- SUBDIVISION: :SE.YFil<; B :- B_ LOT:L " LOT .:SIZE: L - is =;1.1. FT. TOWNSHIP: :L12N RRNGE: '314 SECTION: 2-4 MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING :-: :150 150 -50 (SO. F'T'. /BR) LISTED BELOW ARE THE OPTIONS AVAILABLE TO YOU IN DESIGN ' AG YOUR SEPTIC: SYSTEM, 1_l(•-OOSE THE OPTION THAT BEST FITS ''r'C11_R :SITE. 1 ' It^ . IIL':0'-J 1:..-- H Al L S::r " : I. fl._a P-4 WIDTH :;:: ;:, S FT. LENGTH _. _i E T.. TOTAL DEPTH 8. 0 Ll 1=T-. L -;RAVEL. DEPTH 4.0 FT. GRAVEL VOLUME 31.2 CU.YDS. TANK SIZE = 1,250.0 Cil'Ttl..LONS (TWO C:OMPARTMiNT TAN0.1 IF:a I:_:: E::� 3:. a E -:::.`.:E :it: b.'n W'•,dl WIDTH 22. 0 FT. LENGTH -. 44. 0 FT" TOTAL DEPTH 5.0 FT. GRA'vEL.. DEPTH 0.5 FT. GRAVEL VOLUME 35,8 L:L.I, ,,�F,,_. TANK SIZE: == 0250.0 1 iFll_L..0 ,I.: C TbdO E::f' lPARTT' .. I' T "INK? K? 14 =h: h::> EE L,Z FA ::I 54 F=' :h: KE L- ..: WIDTH 5 0 FT I..ENGTH =. 70 0 FT TOTAL... DEPTH -. 7.0 FT RAVEL DEPTH=: 01 F, __ _ GRAVEL ''.'I q 1..1PIc.� :: ,::VLi.._ Cl 'r'D:-. TANK 5 .f.,_.E:. — :E., :350. 0 GALL:.Op+S ':T ASI COMF•ARTMENT TANK I CERTIFY THAT: A— :1 API FAMILIAR WITH THE RE-H.REMENdT'S FOR ON—SITE SEWERS AND WELLS AS ,SET FORTH BY THE MUNICIPALITY OF A ,ICHORAC E AND THE :STATE'. OF ALASKA. SKA. `'. 1 WIL-L,. INS'I"r=11._I_ THE :',STEM IN ACCORDANCE WITH TT'dE. I;'a_DES AND HAVE RECEIVED A COPY OF THE CODE SUMMARY AID DIAGRAM ATTACHMENTS WHICH 1:: PART OF THIS PERMIT-. :3. I: I_Ip'DE.RSTT'IND THAT THE CA—SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT 1:F THE. RESIDEp'CE. IS' REMODELED TO : NCE.1_DE: MORE THAN 4 BEDROOMS. PERMIT APPLICANT HAS HE RESPONSIBILITY TO INFORM PERSONNEL DURING TETE INSTALLATION INdSPECT.E NS OF r`il'••I'r WELLS ADJACENT. TO THIS PROPERTY ANc-, THE NUMBER OF RESIDENCES THAT THE WELL WILL :SERVE. , 1'F A LIFT :=STFITIE p INSTALLED, AN ELECTRICAL PERMIT AND INSPECTION MUS'7" BE OBTAINED fa-; EIIJIL.T' : CANNOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT. TH EI_�ECTf<:II::'il._ b.paE:k:: Y'UJiSI BE I:CIYdE BY ITI L1r:EY,1.iEl; k=l._EC'IF:.T.CSf=IYd. SIGNED: —1 AFT,[.ICAhIT: F'E=d.11... Iil, ''1F'HF"' (be eck x SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION El PERCOLATIONTEST 825 L. Street, Anchorage, Alaska 99501 264.4720 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: D G7 M C-0 _0 TRV C�4 10 DATEPERFORMED: LEGAL DESC111PTION: o I qJ6 L C/ C�ec DEPTH SLOPE SITE PLAN l F F F U IP_ t� /1N C r—I—r—T--I—T- T—r--Ir—i1 —1 bxNp/ Snv_4 ESILK G� I3 / D WAS GROUND WATER S ENCOUNTERED? _�_ L O IF YES, AT WHAT E �l 0 L—tH DEPTH? 16 ° .•....... 17 A.••• •.moi IL2 18 0 % re .n N 2227.5-E: 9/1 19 !(. ,,. 20 COMMENTS PERFORMED BY: 72-008 (6/79) Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE TEST RUN BETWEEN —(minutes/inch) FT AND FT CERTIFIED BY: 7--q DA MUNICIPALITY OF ANCHORAGE • '� DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # DI S— L9J MAA It a 1. GENERAL INFORMATION V;, Complete legal description . Lo I `i 1 S L• `� ��% Location (site address or directions) 11 5 g C Co 1304 AVE Pro ert owner O!d N c �(� �N I L 5HAu-r-1AN p y — Day phone` 3`1(x— 298 Mailing address IIS &o C -c) ,PP< A v c Lending agency — Day phone Mailing address— Agent 1/ isrA IZE4L LST X ��riSi.0 g, Day phone Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual well Community well Public water N!DTE: It community well system, provide written confirmation from State ADEC attest- ing -to the legality and status of system. 4. .1'.YOE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1191) Front MOA N21 5. STATEMENT OF INSPECTION BY ENGINEER 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 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. 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 I D�beh SPUr�lc�v d _? L Phone AW -39 1 � Address �ao3 �K�L SIC„9gZ50 Engineer's signature (- S Date 6. DHHS SIGNATURE Approved for bedrooms. Disapproved. Conditional approval for Additional Comments M y t• a p L1 � c bedrooms, with -the fol Yb\NingItipulatjp'�: 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 theirlending 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 engineers work. 7M25(Rw.1/B1( Back MOAM Municipality of Anchorage DEPARTMENT 01= HEALTH & HUMAN SERVICES C*D Environmental Services Division 825"L" Street, Room 502 U Anchorage, Alaska 99501 • (907) 343-4744 Health Authority Approval Checklist Legal Description: L.0-1 14, SL'-/ 'F C) X Parcel LD.:—0 15 — 19 I — 5 A. WELL DATA N110% Well type _ If A, B, or C, attach ADEC letter. ADEC system number water Log present (YIN) _ _ Date completed. b 307 / % q Total depth p g ( Cased to P5 ICasing height (above ground) Sanitary seal (Y/N) �� Wires properly protected (Y/N) WELL LOG AT INSPECTION /FROM Date of test �/o 71-7 G o / 1 (3 I rTl C� c� Static water level -2,C) Well production! b g.p.m. `J g.p.m- WATER SAMPLE RESULTS: Coliform Nitrate too Z-) P., _ Other bacteria Date of sample: 07 /a % 5 Collected by: B. SEPTIC/HOLDIVG TANK DATA Date installed 311Srr � Tank size /,2 O Number of Compartments Z2 _ Cleanouts (Y/N) Foundation cleanout (YIN) _ _ Depression (Y/N) �� High water alarm (Y/N) ��A 6/r27 Date of Pumping ! Pumper S aces. C_ S C. ABSORPTION FIELD DATA Date installed 8 l 9(q 2, Soil rating (g.p.d./ftz or ft2/bdrn) System type I Q vt G l f / Length Width Gravel thickness below pipe _� Total depth Effective absorption area 7- _ Monitoring Tube present(Y/N)--4 Depression over field (YIN) N Date of adequacy test /�f9S Results (Pass/Fail) For bedrooms Fluid depth in absorption field before test (in.); 46-- Immediately after Uco)gal. water added (in.): C� Fluid depthMinutes later: (in.) Absorption rate = i� lae) � g.p.d. Peroxide treatment (past 12 mouths) (Y/N) _ N_ If yes, give dale W o L"'L t a 9 1 01 .e e l?. D. LIFT STATION �/� Date installed Size in gallons Manhole/Access (Y/N) "Pump on` level at* "Pump off' level at* High water alarm level at* *Datum Cycles tested E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot On adjacent lots % 1.5D Absorption field on lo[I (7 On adjacent lots i 1 5 D Public sewer main N�A Public sewer manhole/cleanout Sewer /septic service line 7 5D Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Foundation 30 Property line 40 Absorption field Water niain/service line i 5O Surface water/drainage NIC-) Wells on adjacent lots % 15 D SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Building foundation Ll D Water maiu/service line > 5 (� Surface water NI0 Driveway, parking/vehicle storage area i 50 Curtain drain N/ D _ Wells on adjacent lots > /,t;- F. .5F. ENGINEER'S CERTIFICATION I certify that ! have determined thru field inspections and review of Municipal records, that the: above syste'nts are in conformance with MOA HAA guidelines in effect on this date.�- �- Signature C c n Engineer's Name Date 1-0 HAA Fee $ '300 i (%y Waiver Fee $ Date of Payment elf ` cj S Date of Payment Receipt Number �/ `J� KReceipt Number Rev. 8/95 OSS: haa.wk.doc AUG -12-1995 15:40 FLATTOP TECH. SVCS. CT&E Envimnmentel Services Inc. is�,rwiw.rwiw.rwwr►wiw.�iiiwi�� CT&E Re£.0 95.3000-1 Matrix WATER OLient Sample ID L4 SLY FOX S/D Client Name FLATTOP TECHNICAL SRV Ordered By T. MOORE Project Name project pW5ID UA Sample Remarks: SAMPLE CoLLECTID BY: T.F. MOORE. 9073451355 P,07 WORK order 16906 Printed Date 07/21/95 o 08:47 hrc. �L,13<cted Dace 07/18/95 ® 13:30 hre. Received Date 07/18/9S m 15:00 bra. Technical Dircetor STEPHEN C. EDE Released By, ?�•-- �•� 1� QC Allowable Ext, Anal ReCults qual Unita Method Limits Date Date Init ______________... Paramerer------ ______---- _______---- _________. ___________.____. Nitsate•N 0.60 mg/I. EPA 353.2 1Q. 07/19/95 OMA UA =�931availablei__" * See Special Ineaructions Above NA r Not Analyzed • See Sample Remarks Above LT . Less Than '=Vr= Undetected, Reperted value is the practical quantif !cation limit, GT - Greater Than ,-:D secondary dilution. . T MUNICIPALITY OF ANCHORAGE M�g 4 DEPARTMENT OF HEALTH & HUMAN SERVICES 1 Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. It C)16— Iq I^ -Los _ HAA# IIA q2U� X42 1. GENERAL INFORMATION Complete legal description Lo -L S Lv_ f"oyC Location (site address or directions) --It 15 P30 Cobra Property owner Day phone SW2fL Mailing address _ A`fy o 15 Z_ Lending agency S4euznroQ T%, Et2 Day phone Mailing address— Agent Address I —.— Unless, .—Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual well Community well Public water Day phone 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 ✓ Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev, 1/91) Fmnl MOA n21 L&H VOW A G Q6/1 '�.8) gzPU laom s,aaaul6ue leuolssoloid aql u, suolsslwo ao sjoaae aol alglsuodsai lou sl a6eaogouy to (1!led!o!unW oql 'p@nssi si aleollpoo e ajolaq elep ozAleue ao suo!loodsw lonpuoo louopSHHalosoeAoldw3 sluawaalnbaa@leispueleaapolu!eliaoplesolaapioulsuollnlllsu!6ulpualalaglpue sawog to siesegoand of (solanoo a se slgl scop SHHO agl'e)lsely to elelS aql u! paa@lsl6aa aaaul6ua leuolssalad luopuedopul ue !q @Aoge 9 gdea6ejed u! uan16 suolleluesaadai oql uodn Aluo paseq saleo!1!laa" lenoiddy Alpoglny glle@H sanssl (SHHO) saolnaaS uewnH pue glleaH 10 luawlaeda4 a6eaogouy to !1!ledlolunw oql Z /� -Z Z' Fy al"Q :suollelnd,!ls (uWmollol agl gl!m 'swooapaq -2bJL.61.6 ale" m sluawwo0 leuoll!ppy ao1 !enoidde leuo!l!puo0 -panoiddesl" •swooapaq --F— ao1 panoaddy — x- aunit/NOIS SHHd '9 9 1 �Z auogd � c r /-roJ-�j A n � L,15 einleubis s,aaaul6u3 ssaappy wal.g 10 @WEN -uolloodsul s!ql 10 alep aql uo loalle ui suolle!nbaa pue 'sooueu!pao 'sapoo olelS pue lad!olunw Ile gl!m aoue!ldwoo u! s! Ovals (s lesodslp aalemalsem ao/pue liddns @alum al!s-uo agl 'uolloadsui pue u01le6!lsanul AW uloJJ pue s91!1 06eaogouy 10 Al!led!olunw aql woal paulelgo uo!lewaolui agl uo paseq leglA1!aanaagunl I -ulaaag poleolpw aanlonals to od (l pue swooapaq to aagwnu agl ao1 alenbope pue leuollounl'ales sl walsAs lesodslp aalemalsem ao/pue (lddns aalem ails-uo aql legl smogs uolleolldde lenoiddy Al!aoglny glleaH s!gl 10 uolle6!lsanul AW legl A1!aan I 'molaq umogs alep uo!lep!len agl 10 se pue olaaag pax!lle leas /w Aq paipjAoo sy H33NION3 A8 N01103dSNl d0 1N3W31d1S •9 Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST LS Legal Description: — 1-077 cV SLS 1=o x Parcel I.D. 01,x — Iq I " 6_5 Well type R. If A, E3, or C, attach ADEC letter. ADEC water system number N/A Log present (Y/N) y Date completed 1"Lcuc-tn 1 q7L Driller Total depth tS/ Cased to _Casing height__ Sanitary seal (Y/N) Wires properly protected (Y/N) —� Te 7_ FROM WELL LOG AT INSPECTION rn Ii 3/%I7 ��b /R z n Date of test _ 2 i n Static water level 30 Well flow 1 n g.p.m. 5. g.p.rt%� Pump level '1�6 " _ j3o 44, o _ z SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot I tXD ; On adjacent lots r9� Absorption field on lot 10 P� ; On adjacent lots t Public sewer main — NSA Public sewer manhole/cleanout Sewer service line i Z5 Petroleum tank N 10 WATER SAMPLE RESULTS: Coliform Nitrate ©.�O �/ _ Other bacteria Date of sample: ` q Collected by: S. SEPTIC/HOLDING TANK DATA Date installed — !/ Z01% size 12,5f7 Compartments Cleanouts (Y/N) _ )- Foundation cleanout (Y/N) _ Y Depression (Y/N) N High water alarm (Y/N)N�—Alarm tested (Y/N) Date of pumping !� / I c cy 2_ _ Pumper _ Aant Lr a __ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot I &'C� —On adjacent lots % I u -c-) _Foundation— 3.2, To property line -70 � f Absorption field 'S Water main/service line Surface water/drainage — t-112 72-026 (Rev. 7/91)Front - ____�O NTINUED ON BACK PAGE C. LIFT STATION %4 Date installed Manufacturer Size in gallons Manhole/Access (Y/N) Vent (Y/N) "Pump on" level at "Pump off' level at High water alarm level Cycles tested Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot On adjacent lots Surface water D. ABSORPTION FIELD DATA Date installed -All 016 Soil rating 5o System type 7 QL�NC H Length 10Z Width '� Gravel thickness g Total depth g Total absorption area L A-0 Cleanouts present (Y/N) 77�/Y Depression over field (Y/N) N Date of adequacy test �R z Results (pass/fail) for � bedrooms Peroxide treatment (past 12 months) (Y/N) If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot 108 On adjacent lots Property line To building foundation y2 To existing or abandoned system on lot On adjacent lots > Cutbank Nnut Water main/service line>AL-5 Surface water N10 Driveway, parking/vehicle storage area > 5o Curtain drain Nlo E. ENGINEER'S CERTIFICATION 1 certify that 1 have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signature Engineer's Name Jgtti �ourLC�au�Q �f= Date �7" HAA Fee $ ` / %D c -JD Waiver Fee: $ Date of Payment [ L `✓r" g Z_ Date of Payment Receipt Number 7 c% �� C �3���_ Receipt Number 72-026 (Rev. 3/91) Back MOA 21 CHEMICAL & GEOLOGICAL LABORATORY A DIVISION OF COMMERCIAL. TESTING & ENGINEERING CO. 5633 6 STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 562-2343 FAX: (907) 561-5301 ANALYSIS RESULTS for INVOICE # 56463 Chemlab Ref.# 92.3829 Sample i 1 Matrix: WATER Client Sample ID L4 SLY FOX PWSID UA Collected JUL 29 92 0 11:00 hrs. Received : JUL 29 92 0 14:25 his. Preserved with : AS REQUIRED Analysis Completed : JUL 31 92 Laboratory Supero r TEPHEN C. �EDE/ Released By : G_ l__ Parameter NITRATE -N Client Home :TOBBEH SPURKLAND, P.E. Client Acct :TOBBENS BPOI P06 :NONE RECEIVED Rego Ordered By :TOBBEH SPURKLAND, P.E. Send Reports to: 1)TOBBEH SPURKLAND, P.E. 2) .,.............................................................................�-.-. Results Units Method Allowable Limits ----------------------------------------------------------------------------------- 0.67 mg/l EPA 353.2 10 Sample ROUTINE SAMPLE COLLECTED BY: T.S. NO TAG RECEIVED FOR THIS SAMPLE. Remarks: ................................. 1 Taste Performed ND- None Detected NA- Not Analyzed ................................... ,........................................................... See Special Instructions Above UA -Unavailable See Sample Remarks Above LT -Less Than, GT -Greater Than i1ic Member of the SGS Group (Soci616 G&6rale de Surveillance) j, MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE is General Information Application Date (a) Legal D scription (include lot, block, subdivision section, township, range) Ln7 / s'Z.-0D)( su61/r�/;%0/✓ �,m�� Location address or directions) (b) Applicants Name �✓i%//=5 %j/�����/ Telephone Home5`ts--Eoaausiness7,76-/7// Applicants Address /Z,6/0 /-00/1 � be, 7 vs /5� (c)�'Agpli'dant 'is"(check one) Lending Institution ; Owner/builder ; �" B'u'yer 4, Other (explain); \(d,,, Le ding tnstitotion Telephone (e) Real'.' statia,Co". G Agent Addr'eaa Telephone (f) Mail the HAA to the following address. -2,�-'�� 2. 'Yyj.e of Residence Single-Family'3r Multi--F'amily Other describe)__,___ m Number of Bedrooms 3. Wager Supp Individual We1.1 Community Public F�j Note: If community well system, must have cTritten confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. Sewage Disposal Onsiteni Public M7 Community [::] Holding Tank 1--7 Notre: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. (Page I of 2] LAY r ....:+ 5. �,ineering Firm Providing Inspections 'rests, File SearchL 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 on9site 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 /% C G�d/�iaAll - 1*- ('�Tk�eL SeileG3_ / %C, Telephone 56 / �US�U f Address /v" GI 33=� 1�Lr SUIiTb %j /fnlC�{ I�x g2.Sa3 Date ' (ENGINEER SEAL) 6.1 DHEP Approval oval Approved for u�,bedrooms IIya�µ, lS _DatZL e Approved Disapproved Conditional Terms of Conditional Approval CAUTION THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION (DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT- ATIONS 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 INSTITUTIONSS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQUIRE- MENTS. 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. (DHEP SEAL) RR4/ej/D18 [Page 2 of 21 7-19-84 MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) ® 3 A 1:1 D] CHECKLIST - FEBRUARY 1984 264-4720 9bf)t Legal Description: L®/ '-5 Fk 3��GD/✓/S/an% SCG yv NO1103108d 1V1N31NNOafAN3 -Tad 93 14 A. WELL DATqq 'a Hl'IV3H dO '.td3CI 3OV40HONY d0 AU1VdI:)jMy1 Well Classification .�_L_�/�_ If A, B, C, D.E.C. Approved (Y/N) — — � Well Log Present 1' N) _Date Completed 7 — Yield Total Depth — (511 / Cased to NO' / Depth of Grouting v Un Static Water Level / -- Pump Set At cez— i Casing Height Above Ground Sanitary Seal on Casin(Y N) Electrical Wiring in Conduit(OYN) _ Depression Around Wellhead (Ys _ Separation Distances from Well: To Septic/Holding Tank on Lot — ; On Adjoining Lots lov /- To Nearest Edge of Absorption Field on Lot — 13On Adjoining Lots To Nearest Public Sewer Line i To Nearest Public Sewer / Cleanout/Manhole _ 7✓_ To Nearest Sewer Service Line on Lot N __ Water Sample Collected by/¢ -C_5 evE , Date Water Sample Test Results Comments B. SEPTIC/HOLDING TANK DATA Date Installed . `i. Size 02770 `1 No. of Compartments — Standpipe(Y ) __ Air -tight Caps) —__ Foundation Cleanous/�V) Depression over Tank (Y N) _ Date Last Pumped _1 Pumping/Maintenance Contract on File (Y/N) / 41d for ��'4 Holding Tank High -Water Alarm (Y/N) _ /_ Temporary Holding Tank Permit (Y/N) Separation Distances from Septic/Holding Tank: i To Water -Supply Well --�_ To Properly Line To Water Main/Service Line Course _ Comments Page 1 of 2 72-026(11/04) To Building Foundation _-37 To Disposal Field -- To Stream, Pond, Lake, or Major Drainage L// 3G// )X C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata ` /��✓ d Type of System Design tr�C/>/ Date Installed3 � 14O ` Width of Field Square Feet of Absorption Area (OZ� Depression over Field (Y Results of Last Adequacy Test Length of Field �L Depth of Field Gravel Bed Thickness S Standpipes Presen & Date of Last 5 -L -E /?Z Test 9-ii'tlS� CeE561LT Separation Distance from Absorption Field: To Water -Supply Well /j/ , / To Property Line To Building Foundation �PPR°k , To Existing or Abandoned System on i Lot �% ; On Adjoining Lots 0-0 '-r To Water Main/Service Line �/� To Cutbank (if present) To Stream/Pond/Lake/or Major Drainage Course LW�/4 To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION �,4 Date d Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) _ Comments Dimensions Manhole/Access (Y/N) "Pump Off Level at Vent(Y/N) Cycles during Adequacy Test. Meets MOA ** Check Permitted Bedroom Rating Against HAA Request ** I certify that1 hc/h�/cked, rified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed ` ' ` /� Date Company CS MOA No. q~nF A 1%®9. Receipt No. 3 SSSg G Date of Payment �i — Q - " Amount: $ Page 2 of 2 72-026 n V84) Seal 50639 ALASKA MUIROnWTAL COnTROL SCR US, InC. Engineering & Enuironmentol Studies SEPT 20 1985 CAROLYN BRENN SELLER—SAME WILL PICK UP FROM OUR OFFICE 12610 TANADA LOOP ANCHORAGE ALASKA 99515 LEGAL:SLY FOX SUBD LOT 4 ADEQUACY TEST FOR SEWER SYSTEM ADEQUACY TEST DATE -9/19/85 THE 'TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 620 SQrT. THE SYSTEM IS CAPABLE OF ACCEPTING 600 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 898 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 9/19/85 . FLOW TEST ON WELL WELL FLOW DATE -9/19/85 A FLOW TEST WAS PERFORMED ON THE WELL(AT8.98 GALLONS OF WATER WAS PUMPED AT A RATE OF 5.6 GPM OVER A DURION OF 4 HOURS. THE DRAWDOWN WAS 38.4 ' WITH A RECOVERY TIME OF 1.5 MINUTES AND THE STATIC WATER LEVEL WAS 22.1 FEET. THE WELL IS ADEQUATE FOR THIS 4 BEDROOM HOME. 1200 LUesl 33rd Auenue. Suite B • Anchorage, Alaska 99503 a (901) 561-5040 Wayne Mabry December 26, 1973 Page Three 17) S 326£3 "C" Street Industrial Subdivision, Lots 2A - 2F Public sewer and water are not available. We have reviewed the engineer's proposal for water supply and waste disposal and find that this meets with our Department's minimum requirements as a temporary use until the public utilities are available. 18) S 3109 Shryock Subdivision, Lot IA Public sewer and water are not available. This subdivision plat merely represents legalization of a total ownership of the land. We have no objection to this case. ,5 3274 Sly-Fox.Su4_d,ivisi_on_, Public sewer and water are not available. Soils reports 'indicate that the soil is suitable for on-site waste disposal. Water availability information from surrounding wells indicates that adequate volumes of drinking water are available. The lot size is adequate in relation to the re -location of on- site sewer systems. We recommend that preliminary approval be given to this `plat with the condition that the developer install a drainage system as pro- posed on his plan. Subsequent to final approval, we would ask that additional soil probes be brought to this Department to insure that the water table which is present: throughout a majority of these lots has been lowered by this drainage proposal. Without this stipulation, at least three (3) of the lots in this proposal are unsuitable at the present time for on-site sewage disposal. As can be seen by the soils tests there is a substantial high water table in the middle two lots of this proposal. 20) S 3271 Leslie Subdivision Public sewer and water are not available. We have no objection to this plat as it is simply legalizing of a single parcel ownership. We would note, how- ever, that these lot sizes do not meet our current standards for residential development with on-site utilities. 21) S 3270 Ekvall Subdivision, Tract A & B Public sewer and water are not available. Soils information taken in this area show the soils suitable for on-site sewage disposal. Water availability data show that adequate volumes of potable water are available via individual drilled wells. We find, however, that the small 13,000 square foot lot is not suitable under our current standards and since the developer does own additional lands, we, at this time, request that the lot size be increased to at least: 40,000 square feet. This can be done by either straight forward increasing of the existing Tract A to this size or by creating a special tract to the east of the existing tract, thereby the two tracts equalling 40,000 square feet. The special tract to the east would be specifically set aside for replacement of sewage systems from Tract A. With either of these two proposals taken into effect at the time of final platting of the land, this subdivision meets with this Department's recommendations.