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Home My WebLink AboutTURNAGAIN PARK BLK 1 TR 12A Municipality of Anchorage page ; DEPARTMENT OF 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: ~., '~o~. PID Number: o0 s - ~ ,4= - I '~ ~,,,e: Oo-, ~.~, ~,c. ~/o ¢=o.r-r Wastewater System: [3 New I~l Upgrade ^ddr..: .~e¢~-~ ~"%. ABSORPTION FIELD Phone:('~.o~,,,- I~t IN°'o'~r"ms: ,DeepTrench DShatlowTrench DBed DMound DOther Total ~pth from original grade: LEGAL DESCRIPTION so,,,.,.0: o.e o,o,sq ~ Town,hip: ~ Range: ~ ~ ~tion: Fill add~ a~ original grade: Gm~l length: ~ O - I Ft ~W ' Ft. WELL: ~,~,.~New D Upgrade ~.lwidth; ~ Ft. I · Ft. yle~Pump ~t ,C ~ing ~,ght A~ Gr~nd; TAN K SEPARATION DISTANCES ~s.,t,~ ~ Ho~.~ ~ sm[P. Wei~ JOo I+ Jool~ -- -- ~1~ Matedah ~E;~ s~,~ - LIFT STATION Water Ioo1+ ~oo1+ ~ Lot Size In gallons: ~ Manufa~ure~ Foundation ~t' ~' -- -- BENCH MARK Remarks: Inspections pe~ormed by: s & s EN~INEEEIN~ "' ~ ~le River, Alibi ~5~ 2nd 1-~-~C ,k~ t RO~.T C COw~ ~epadment of Healt~ Hum~ices a~proval ~:~. Reviewed and approved b Date. 72-013 (Rev. ~91) MOA 25 Permit No. 2 2 SW960163 Page of Municipality of Anchorage DEPARTMENT OF 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 TRACT 12A TURNAGIAN PARK S/D PIDNo' 018-242-14 Legal Description: .................... · ....... FCO 38.~' 17.5' ST1 64.')' 66.0' ST2 72.)' 73.5' DBL1 7.3. ~' 75.5' ~'e,,. \ \ · C01 1100' 107.5' MT1 1090' 108.0' f C02 109 .5' 1.31.0' MT2 110 5' i.31.5' ALT. SIT ( )2 = 88.t' 0 WATER ~'dO~ 6-i0-96 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT NUMBER:SW960163 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:CRAIG DONALD E OWNER ADDRESS:14440 OLD SEWARD }{WY ANCHORAGE, ALASKA 99516 PARCEL ID:01824214 PAGE i OF i DATE ISSUED: 7/01/gb EXPIRATION DATE: 7/01/97 LEGAL DESCRIPTION: TURNAGAIN PARK BLK i TR 12A LOT SIZE: 56652 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: ~~~ DATE:. ROBERT C. COWAN, RE. ROBERTA. SHAFER, P.E. CIVIL ENGINEERS June 12, 1996 (907) 694-2979 FAX (907) 694-1211 $O~TEST MUNICIPALITY OF ANCBORAGE Department of ~ealth and Buman Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Tract 12A, Turnagain Park Subdivision Request you issue a permit to upgrade the septic system serving the existing four bedroom house on the referenced propez~cy. A test hole was excavated and percolation test performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation no water was encountered and after seven day ground water monitoring, water was found at 14 feet. Attached is the proposed upgrade design. This property has enough area for a future septic upgrade which can be seen on the attached site plan. We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. If you require additional information, please contact us. Sincerely, Robert C. Cowan, P.E. RCC/gk Enclosure o 17034 NORTH EAGLE RIVER LOOP ',' SUITE 204 · EAGLE RIVER, AI.ASKA 99577 LEGAL TRACT 12A, TURNAGAIN DESIGN CRITERIA: ~l~l~IEEl~lll~ 4 BDRM = 600 GPD SOILS = 0.8 OPD/SO.FT. TRBNCB CRITERIA: PARK SUBDIVISION JDATE6-- 12-96 8' DEeP 6' EFFECTIVE' 3' WIDE 62.5' LONG )POSED 1250 SEPTIC TANK TRACT 13 TRACT ? ALT. % EXISTING SEPTIC TANK USPECTED LOCATION OF EXISTING CRIB AND TRENCH, (EXACT LOCATION UNKNOWN) TRACT J SliT. 1 OF ! , \ O, TRACT 11 CLIENT STRUCTURES, EASEMENTS, OR ENCROACHMENTS SHOWN ON THIS SITE PLAN ARE AS SNOWN ON AN AS-BUILT SURVEY DRAWN BY: TRYCK, NYMAN, & HAYES IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY EASEMENTS, REQUIRED SEPARATION DISTANCES. AND PROPERTY UNES PRIOR TO CONSTRUCTION. ~FERENCE: ROBERT C. COWAN, RE. ROBERTA. SHAFER, RE. ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS CML ENGINEERS (907) 694-2979 FAX (907) 694-12~1~1 ~ENERAL: 1o 4° .5. 3. Tract 12A, Turnagain Park Subdivision June 12, 1996 The scope of this project includes the installation of a 1250 gallon septic tank and a leachfield trench to serve the four bedroom residence located on the referenced property. The existing crib and trench are to be abandoned as such that they may be used in the future. The existing septic tank is to be excavated, pumped, crushed, and abandoned completely. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. ~EPTIC TANK INST~?.T.~TION: A septic tank is tc be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. Ail standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 17034 NORTH EAGLE RIVER LOOP · SUITE 204 * EAGLE RIVER, ALASKA 99577 Page Two Tract 12A, Turnagain Park Subdivision June 12, 1996 Septic tanks installed with less than 4 ft. of cover shall be insulated. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be.to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INST~.T.%TION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed-up) before gravel (sewer rock) placement. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. e Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Page Three Tract 12A, Turnagain Park Subdivision June 12, 1996 Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. MINIMUM MATERIAL SPECIFICATIONS: me Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorages Type of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 0 Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). e Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. Ail leachfield gravel (~ewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the ~200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements. Page Four Tract 12A, Turnagain Park Subdivision June 12, 1996 INSPECTIONS~ Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. 0 The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. Page Five Tract 12A, Turnagain Park Subdivision June 12, 1996 S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION'T ~,% .o,,r c cow^, ,,;,.,.. ,...-,-.,,. ....-,..~,,~ ~,~ ~. . ... -,.?., DATE PERFORME~:' "~5~ '/':-~./.../.,~ G~- · .: ...... -.,,' /M.4 K Township, Range, Section: 2, 3 4 5 6 7 8 9 10 11 12 13 14- 15- 16. 17. 18- 19- 20- COMMENTS /v) L $ ~L 7" WAS GROUND WATER /V O ENCOUNTERED? IF YES. AT WHAT SL DEPTH? ~ p~ E ~elath m Waer/Bier Momtoring? J '~ ~' f~itt SLOPE SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop Glt /~C, q: 3 S"a~ -- G" PERCOLATION RATE ~:) (m,nute~mch) PERC HOLE DIAMETER ~ " TEST RUN BETWEEN 4 '/~- FTAND 7 '/~. FT PERFORMED BY: _S &S ENGINEERING I CERTIFY THAT TH~S TEST WAS PERFORMED IN 17034 E~gle River Loop Road No. 204 /~' ' ~/~ o / q (= ACCORDANCE WIT~,~~ GUIDELINES IN EFFECT ON THIS DATE DATE; 72~ [R~. 4/~) 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 Parcel I.D. # CI~' -3"J ~ - IV 1. GENERAL INFORMATION Complete legal description CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING HAA# 12A,, '&~rn~gain Park Su~ivision Location (site address or directions) 14440 Old S~ward Hwy. Anchor~e, AK Pr6perty owner ' .Donald Crai~ Mailing address 7683 S.E. 27th f286 Day phone, Mercer Island, WA (206) 954-1881 98040 Lenc~ing agency ....... Mailing address " Day phone Agent Address .... ' Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE O~ WATER SUPPLY: Individual well Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. .'. 4. TYPE OFWASTEWATER DISPOSAL: NOTE: Individual on-site Holding tank Community on-site Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 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 Address Engineer's signature S & S ENGINEERING ~7G3-; ;..~, ;.;v,r Loop koad NO. 204 Eagle River, Alaska 99577 Phone Date '7/! -/ /g ~' DHHS SIGNATURE Approved for ~ Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: By: Additional Comments 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 r~Donsible for errors or omissions In the professional engineer's work. ~IVIRO~I~.NrAL SBWlCES Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN. SEFIVlCEI~ J~.l~ Environmental Services DivisIon ' 825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) Health Authority Approval Checklist Legal Description: 7',~/~ C7-/'2./'~ .~ ~'~,a/,//¢4~/~-/,./ Parcel I.D.: WELL DATA Well type Log present (Y/I~. Total depth /,/'x~,~'4/c~.~4,/ Cased to If A, B. or C. attach ADEC letter. ADEC water system number Date completed /~'.4/~,4/ Casing height (above ground) ~ / ~'' Wires properly protected (~t~l) ,~v'~-"~ /1/O Date of test Static water level Well production WATER SAMPLE RESULTS: Coliform FROM WELL LOG AT INSPECTION g.p.m. Nltmto I · 6 ~- Other bacteria Date of sample: '~-/~--~)~ Collected by: ~._..~,5"' ~--'/~'G.~'/.,/~'._.~',~x~ B.~OLDING TANK DATA Date installed '~ -~'"~ ~ Tank size /Z..CO ~',4/ Number of Compartments Z . Cleanouts (~N) ,,v~c'-~' Foundation cleanout ~)N) y~c-~' Depmscion (Y/I~ ~u' o High water alarm (Y/N~, ,/V o Date o. tPumplng~E',-J'~. ,~ Pumper /~/,//~, C. ABSORPTION fiELD DATA ' Date InstaJled 7 -9 - ~ ~' Soil rating ~or ~/bdrm) 4:~ . ~' System type ~'~"E/'~ Le.gn ~x7.~' ' Width -~ Gravel thickness below pipe &" / , To~ depth, E".=~..t=orptio. ama ~.! 'O / Mo.,orin; ~be pr. ent ~) >'~'-< Dep~io. o~; ,o~d ~'~ Date of adequacy test ,'~'~'~' ~,',v5 ,"[,~ Results (Pass/Fail) /u', .,~. For /-7/ bedrooms Fluid depth In absorption field before test (in.); ,/~'- ~- Immediately after/~',~gal, water added (in.): ,,~', ,4. Fluid depth /t/./~. (ins) Minutes later: /~/' '~/' Absorption rate = /c/. / · g.p.d. PamXl=le treatment (past 12 months) (yA~'J)/ /~,'~ If yes. gt~e dato 724)26 (Ray. Date installed ~. Size in Manhole/Access (Y/N) ~~ 'Pump off' level at' High water alarm level at* SEPARATION DISTANCES FROM WELL ON LOT TO: f~cJ~olding tank on lot Absorption field on lot On adjacent lots On adjacent lots Public sewer main ~' '~ ' Public sewer manhole/cleanout Sewer/septic service line SEPARATION DISTANCES FROM ~LDING TANK ON LOT TO: Foundation ~ Property line ,~ ~/'' Absorption field Water main/service line /'~? x,~ .Surface water/drainage IP~ ~' Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: Property line /~ /'~ Water main/ssrvice line Building foundation /~;' /~' Surface water .' .! ~0 "f''~ Dri~way, parking/vehicle storage ama Curtain drain ~.~,v~ · . ~,~¢ ,.. ~., Wells on adjacent Iote /~c~ ENGINEER'S CERTIFICATION Yu field inspections and review of Municipal records ~ am ,certify that I have determined it Engineer's Name HAAFee $ ,,"~-J"~ -~) Date of Payment '~//~ 7/~' Receipt Number -I~-A Waiver Fee $ Data of Payment Receipt Number 72-026 (Rev. 3/9S)* CT&E Environmental Services Inc. Laboratory Division ~-t~-~-~-.~-~-t.~.~-~..~.~-~.~.~.,~.t,~.jtjjjjfjjtjjjjtjjjjj~ 4 Drinking Water Analysis Report for 5'6tal Coliform Bacteria ~oo w. ~ctt~r Ur~o Anchorage, AK 99518-1 605 ~.~4D Ii¥~TgFC2~ION~ ON )CEYE]C~E SIDE BEFOE CO£££CTIh'~ SA~V~LE Tel: {9071 562-2343 Fax: (907} 561-5301 TO BE COMPLETED BY LA~OR~TORY [ [ Analysis shows this Water S)dMPLE to be: MUST B£ COMPLETED BY WATER. SUPPLIER PUBLIC WATER SYSTEMLO.# ~' I I I I PRIVATE WATER SYSTEM $¢nd lnvoice C~ Send Jnvolce ~ Send~esultt Month Day Year SAMPLE TYPE: ~!~ Routine C1 Treated Water ~ Repeat Sample (for routine sample Cl Untreated Water with lab ref. no, ) ~ Special Purpose Time Collected SAM. PLE LOCATION Collected By Satisfactory n Unsatisfactory Sample over 30 hours old, results may be unreliable Sample too long in transit; sample should not be over 48 hours old at examination to indicate reliable results. Please send new sample via special delivery mail. Date Received ~'~ ~'"~/1o~ Time Received Analysis Began =, Analytical Method: ~ Membrane Filter ~ MMO-~G ' Number ofcolonie~100 mL ' Ol ~o. Result* Sent to A.D.~C. ~ Fb~ Jun CHent notified of unsatisfactoO. results: Phoned Spoke with Date: ~mc: Faxed [] Faxed COmments: BACTERIOLOGICAL WATER ANALYSIS RECORD I~IMO-MUG Result: Total Coliform Membrane Filter: Direct Count · Verification: LTB Fecal Coliform Confirmation . Final Membrane Filter Results BGB F-.. Coil. (~ Colonies/100 mi COLIFIRM % I?/96 1~:~6 CT~E ESI AN(~AF~ ~ 9~69~1~11 NO. 1~% CT&E Environmental Services Inc, Laboratory D;vi$ion ~e'~J'~',~ramr~' ~r~e'.~,.~.~J-~'~-~'J-,~,e-.~.~,~.~ .-~. : · ;~,~i'.# 962528.962825001 '~ rn~:¢ ID Lot 12A Tur~igan Park $/D Dri,king Wat~r 200 W. Potter Dr~ve Anchorage. Al( 99515-1 ~ :~: Tel: (907) 562-2343 Fax: (907) 561-5301 Collected Date 07112/96 Technical Director; $ttphen C. Ede 1.65 0.100 mO/L EPA 353.2 LT · Less then ................. ..~.~ Member of the SOS Group ($od4H4~ G0n6rale de Surveillance} ' ' 'J;:?~FAL FACILITIES IN ALASKA. CALIFORNIA, FI.OR]DA. ILUNOI$, MARY~4.ND, MICHIGM4, MISSOURI. NEW JERSEY', ~)HIO. *~';~'J~ .... . 29 June. 196~ fir. Donald Crala ,25 5th ~venue Anchcraae. Alaska Track 12 Turnacain SUBJECT~ Alkyl-benzene-sulfonate Te~ Dear ~r. CralE~ A Bach Test performed by the Creater Anchorage Bealth District on the water supply located at Track 12, Tutmagaln Park indicated ~n absence of alkyl-benzene- sulfonate (commonly referred to as detsr~ent). By CPJ ~ cw ~ I '-2, - MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL HEALTH CASE REVIEW WORK SHEET ~ ~-I PLATTING BOARD [] PLANNING & ZONING CASE NUMBER NAME S-5789 Tract 12A Turnagain Park Subdivision DATE RECEIVED June 30, 1981 COMMENT TO PLANNING BY July 13, 1981 FOR MEETING OF CASE OF EATE R N4,.~,,T,~VAI LABLE TO PETITION AREA WER N~T, AVAILABLE TO PETITION AREA (Rev. 2/78)