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HomeMy WebLinkAboutCHRISTOPHER HEIGHTS #1 S-7974 MUNICIPALITY OF ANCHORAGE , DEP,~RTMENT OF HEALTH & ENVIRONMENTAL PROTECTION Environmental Health Division CASE REVIEW WORKSHEET CASE NUMBER: $-7974 SUBDIVISION OR PROJECT TITLE: Lots 1 - 5 Block 1, IDATE RECEIVED: January 3, Lots 1 - 4 Block ) PUBLIC WATER AVAILABLE ) COMMUNITY WATER AVAILABLE COMMENTS: ~ 1985 COMMENTS DUE BY: January 18, 2 Christopher Heights ) PUBLIC SEWER AVAILABLE #1 1985 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL: PROTECTION ~25 L. Street, A~chm'~ge. Alaska ~9501 264-4720 SOILS LOG - PERCOLATION TEST ,,~ SOILS LOG PERCOLATION TEST LEGAL DESCRIPTION:T]~ ill./ R3t~j~.c'~;Oh ~J:~/ Pmr¢l~ I0~, SLOPE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ~TE PER~ORME~: ~/?/~3 E%AcSoGuRNOTU. E~:jDEDW?ATER. y,$ . ~ S, t~/ very DEPTH? SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop )HaO a ~/~'/~.T ,~:3'~ io ,-;-,. .ko .o ? r,,/,~/e +; ~ '~ ' "" ri.; 4 ~1 \ , pER~LATION RATE_ ~ ..... ~ ~ . . .... ~t .-'~ " ~"/c' ~"' ' -:' : ~-, ~.~ '-' . <,/Z_. ~.~'~ ~ /'~.. .~ ,- 72~08 (6~9) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION ~25 L. Street. Anchor,ge. AImsk,, ~9501 264-4720 SOILS LOG - PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 SOILS LOG' PERCOLATION TEST SITE PLAN 10 11 12 13 14 15 16 17 18 19- 20 COMMENTS 72-008 (6/79) WAS GROUND WATER ENCOUNTERED? P E IF YES. AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PE.COLAT'O" . TE 0 TEST RUN BETWEEN 3',~ FT AND / . ~ ~ -'/ PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION ~25 L. Street, Anchorage, Alaska ~9501 2~4~720 SOILS LOG - PERCOLATION TEST -- ; ~OPE 0~ SOILS LOG PERCOLATION TEST SITE PLAN 10 11 12 13 14 15 16 17 18 19 20 WAS GROUND WATER ~0 SL ENCOUNTERED? O P E IF YES, AT WHAT DEPTH7 Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE 10,9 (minutes/inch) 72-008 (6/79) ,~ ~f __ TESTtRUN BETWE,~N ~". ,~, AND .~..~..~FT 782 ~ ./ ttx; ._~ : : ! ? / // ,, / ./ / 939 C 9355 F R 0 M our ,t~or~nents to read as fol!o'~s: Pr~':}r ~e fi-~lal /..'lat approval, khis .;¢par~amCnt will re:iuire a Su%tah!.e soil ~.est on gra{!ing the existin.j !is?osal sys%en~ on !-,oh i, Bloc]t I (or prnv{d', fi~-~TK~--'~'~® 4S 472 SEND PARTS I AND 3 INTACT - PART 3 WILL BE RETURNED WITH REPLY. DETACH AND FILE FOR FOLLOW-UP POLY PAK (50 SETS1 4P472 MUNICIPALITY OF ANCHORAGE _ DEF-~RTMENT OF HEALTH & ENVIRONMENTAL PROTECTION Environmental Health Division CASE REVIEW WORKSHEET CASE NUMBER: DATE RECEIVED: COMMENTS DUE BY: S-7974 Revised February 25, 1985 March 1, 1985 SUBDIVISION OR PROJECT TITLE: Lots 1 - 5 Block 1; Lots 1 - 4 Block 2 Christopher Heights #1 ( ) PUBLIC WATER AVAILABLE ( ) PUBLIC SEWER AVAILABLE ( ) COMMUNITY WATER AVAILABLE PRELIMINAR~ PLAT OF: LO~ ~ ~NRU 5~ ~LOC~ 1~ AND LOT5 THRU 4 ~EL~K g Of CNRI~OPNER HE IGNT5 ADD. C~T~NI~ l l.~ ~.~ ~ ~ LO~ 'N $ 7' 9 ? 4. MAR 2 01985 '0 1 4- ACCEPTANCE OF DEDICA T/ON The Municipolify of Anchorage hereby occepts for public uses ond for public purposes fhe reol properly dedicofed on fbis plot includir~, but not I/m/fed fo the eosemenfs, righfs-of-woy, alleys, roodwoys, fhoroughfares ond parks shown hereon. NOTARY ACKNOWLEDGEMENT Subscribed ond sworn to before me fhis~ dc/ of t9 My Commission Expires Notory Public LEGAL TI..4A.T pOC,.'r'tOl,,t Ch`=' N'/a 0¢ .~V,4. C:)¢' S~¢__.. ~,, T. 5. M. DE~_.~Ib~D A5 pOL.L.OW5 151E~,IN A,T 5.~:. COle.. Ot= NE. V4- 0¢' ~F--~/4· Of= 5.A~.O ~F-.C.. 8:5; THE~E 5. ~:~,.r=~' W., 97~J.(~0 PT.; THE.NE N. 0"- 495 PT.; -I~E~CE 5. ~SoJ~'.Dd:,' W. j55.4,4. F't'.; "TO -t't--tE POIt4'T 0¢" I~E~,INNING '~THEN66 ~t. O°. 05' V~/., 550 PT.; THE~4!5 5. ~5oj0.56' W. ~C~C~O PT.', TREI,,tC.E 5. O~"05'E.~DSO ~%'.i_~%¢-~--- N. 69°.~' E. ~ ~0 ~T.', ~o ~O~ P:.~. ~ T~ ~.0e'o~' ~- ~'~T ~o ~.~ ~ ~0 ~ P.O.~- ~. A~ C~V~ ~, OF SEC. ~ THE~E WEST ~77,7 FT.~ VICINITY MAP SC~' NO 5C~ A PRELIMtNAR,'f' PLAT OF: LO~'5 1 THRU .5, I~LOCK 1j AND LOT~5 THRU 4 ~ISLOCK i~ OF CHRISTOPHER HE i~htS ADD. NO. 1 ~?~ 0 SOt LS LOG PERFORMED FOR: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 ~64~720 SOILS LOG - PERCOLATION TEST I~EGAL DESCRIPTION:*'~'-P It- Cs ) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O EDWARD g M~.~:~'-- CE - 8816 SLOPE [] PERCOLATION TEST WAS GROUND WATER ~v'~--~' ENCOUNTERED? IF YES, AT WHAT DEPTH? O P E Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND FT PERFORMED BY: "-T"-'~ I~¥,, ~'.--~--~ CERTIFIED BY: DATE: SOl LS LOG MUNICIPALITY OF ANCHOR:AGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST [] PERCOLATION TEST PERFORMED FOR: J~"~:~ LEGAL DESCRIPTION:'TP 'j~ ~--I 8~ 9 10 11 12- 13- 14- 15- 16 17 18 19 20 COMMENTS THOM A. ',. CE- 6793 SLOPE SITE I~AN t ENCOUNTERED? O P E IF YES, AT WHAT "'7/ DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop ~ERCOLATION RATE {minutes/inch) TEST RUN BETWEEN FT AND ~ FT PERFORMED BY: . .:"'~"~ ~,",, '~.-~L..~ CERTIFIED BY: DATE: "~ ~ ~ SOl LS LOG PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST [] PERCOLATION TEST DATE PERFORMED: SLOPE SFT~LAN e CE-S816 oO" WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT ~/--~E DEPTH? J PERCOLATION RATE (minutes/inchl TEST RUN BETWEEN FT AND ,. FT COMMENTS PERFORMED BY: '"~, ~V"J,'I .... CERTIFIED BY: DATE: Gross Net Depth to Net Reading Date Time Time Water Drop SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG -- PERCOLATION TEST PERCOLATION TEST PERFORMED FOR: LEGAL D ESCR I PTION.'~T~? 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17- 18- 19- 20- DATE PERFORMED: ~._~~ SLOPE SITE PLAN WAS GROUND WATER 1 (3 t ENCOUNTERED? O P E IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop · EDWARD S ~.:~.~:~ ,, .. ~ · ........ · ~ ~, t';~:rp~,~, ;; ;I~RCOLATION RATE ~ -~ (minutes/inch) TEST RUN BETWEEN ' COMMENTS PERFORMED BY: ~~ ~'~'~S~--.~"~---""'~ CERTIFIED BY: DATE: PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264~,720 SOILS~OG - PERCOLATION TEST [] PERCOLATION TEST SLOPE SITE PLAN CE. 3816 O P E IF YES. AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN " FT AND FT COMMENTS SOl LS LOG PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 SOILS LOG - PERCOLATION TEST THOM ,'.. CE-6793 SLOPE SITE PLAN WAS GROUND WATER S ENCOUNTERED? ~ L O P E IF YES, AT WHAT ~ DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND . FT COMMENTS PERFORMED BY:""T~_~VV% _'~'-[,C~I~'~ CERTIFIED BY: DATE: P.O. BOX 3-4016 ' ANCHORAGE, ALASKA ' 99501 MUnicipality of Anchorage MEMORANDUM DATE: September 17, 1985 TO: FROM: Susan Oswalt ~ SUBJECT: Proposed Christopher Hts. #1, S-7974 On September 12, 1985, I made an inspection of the above proposed subdivision with Steve Eng, District Engineer with Alaska DEC. The following observations were made: 1. The culvert at the intersection of Alatna and Rockridge (Regina) is filled with mud at both ends. me The ditch on the west side of Rockridge has running water from Alatna to the northern end of the subdivision. On 9-13-85 the flow was gone between Alatna and Rock Circle, but water was springing up just south (upstream) of the culvert at Rock Circle, and being joined by water from the ditch near Lot 3 Block 2. There is a newly constructed house on Lot 3, Block 2. installation for this house was red tagged on 9-13-85. has been revoked. The sewer The permit The catch basin on Lot 3, Block 3 was absorbing water from two well defined flow areas. A thaw pipe was in the culvert. The ditch upstream from the basin was dry. 5. The ditch cut near Lot 2, Block 3, was quite moist and water seeps were observed. e We traced the path of the old streambed which the engineer certified as being removed by the culvert installation. Water was ponding on Lot 1, Block 2 and flow could be detected from the pond towards Ridge Court. On the north side of Ridge Court was a well defined water flow heading along the previously delineated stream path. This flow was traced to its exit on the north side of Lot 2, Block 1. The flow along the ditch on Rockridge flowed through the culvert on Ridge Court and did not appear to be affected by the stream flow at this intersection. ® Water was running in the ditch in front of Lot 1, Block 3. Two ditches had been excavated to drain this lot and were exiting into the ditch. A house pad has been constructed and a well drilled. A footing drain empties into one ditch; into this same ditch empties overland flows as well as reverse flow out of a newly installed on site sewer system. This system is full of water and water flows cross it and ponds on it. The system was red tagged on 9-13-85. The permit has been revoked. September 17, 1985 Christopher Hts. #1 Page 2 There is a continuous, gaining flow of water along the east and north of Rockridge (Regina) from Lot 1, Block 3 to the final culvert and the end of the drain system. This flow runs over the top of the installed solid pipe culvert. 9. The cutbank along Lot 1, Block 1 is seeping and a portion has already eroded. There is a strong sewage smell at this location. 10. There are numerous small rivelets and streams joining the ditch flows along the north portion of Rockridge Drive. These flows con- ver~e below the culvert at the end of the installed solid pipe. A large ponding area exists around the final culvert intake area. Water is collected there and flows through culvert beneath the road to its final convergent flow. Prior to final approval, we will ask for additional testing and water monitoring sites, and the elimination of Lots 1 and 3, Block 3; Lot 2, Block 1; and Lot 1, Block 2. We ask for 100 feet setbacks to both ditches as well as the existing stream, and resolution of the problems with sewer installations on Lot 1, Block 3 and Lot 3, Block 2. SO1/dEH5 cc: DEC Planning Building Safety ' RE:CEiVED / / ? ? ? / / F m ;7. 7Z ............................ j ~J :) J ? ?