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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS BLK 2V LT 4AP-abbl*t Creek View Heights Block 2V Lot 4A #020-521-21 i 33' Pnd3,4f C. ctp Flush w/Ground �Ga 0.¢ C 0. �r NO° 04 "55 "E 330, l8 Meas. NO°0325"W (P63-5-07) E 297.00 Rem. I ., Lm�o3ti � . N P LOT 4 37,-1905.F r 0.863 Ac. T 5 197.00 Rea. We Z97. 2 Ny.. Wand frame Cabin on Cone. � Wood Posfs N/CKLEEN STREET so* 191E Rae. Fnd. 2"A.C. on .51d "R.B. ciz! ro+-- s v / Fnr/. 2'A.6. y N I on %6"Aa `IIl I 33' 1 X1-5 O % 33' I ., Lm�o3ti � . N P LOT 4 37,-1905.F r 0.863 Ac. T 5 197.00 Rea. We Z97. 2 Ny.. Wand frame Cabin on Cone. � Wood Posfs N/CKLEEN STREET so* 191E Rae. Fnd. 2"A.C. on .51d "R.B. ciz! ro+-- s v / Fnr/. 2'A.6. y N I on %6"Aa `IIl I j" SOILS LOG MUNICIPALITY OF ANCHORAGE • �r DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION El PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST J n 5T83 PERFORMED FOR: (w 6na// /( y�DATEPERFORMED: q LEGAL DESCRIPTION: �b/ lk &df�ll�'(y 13/hz l 2 401 / 'E SLOPE SITE PLAN 1 2 3 a, 1 1 1 1 -w- - 44 5- 6- 7 67 8 9 10 Z)_. 100 12 r� 13 14.--- 15- 16- 17 4•151617 18- 19- 20- Comm 81920 COMM WAS GROUND WATERS ENCOUNTERED. O P IF YES, AT WHAT l E DEPTH? Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE TEST RUN BETWEEN PERFORMED BY: 1 , j/- %y/iL.(1/ / V CERTIFIED BY: 72-008 (6/79) FT AND (minutes/inch) FT DATE:O�J t r77- C - Gppoage Tsra T riulla9y3 oa3/ , erformed for Mr. John Motsinger Date . erformed 12Z26'& 30/75 egal Description: Lot 4 Block 2 Rabbit Creek Subdivision nis form reports:SoiSs og Yes Percolation test Yes.. spth yet ... Peat Overburden. Grey Silty Gravel becoming wet Ground Water Level e, Bottom of ,test hole. e a ground water encountered? Yes .. If yes, at what depth? `..0 1 d L 1 Ul) f d LC I i lu I.C, )posed installation: Seepage Pit ''' Drain;,Field rth of Inlet Depth to bottom of pit or trench _ ''NENTS: Gro Und Water 1Pva1 preve'nted nir performing nrn test Zeading Date Gross Time Net Time Depth to H2O Net Drop G `..0 1 d L 1 Ul) f d LC I i lu I.C, )posed installation: Seepage Pit ''' Drain;,Field rth of Inlet Depth to bottom of pit or trench _ ''NENTS: Gro Und Water 1Pva1 preve'nted nir performing nrn test ALASKA CI i01R0WnTAL COnTROL SCR US, InC. Engineering & 6nuironmental Studies SPECIFICATIONS FOR ELEVATED BED ALTERNATIVE WASTEWATER TREATMENT SYSTEM— RABBIT CREEK VIEW SUBDIVISION LOT 4 BLOCK 2 1.0 GENERAL 1.1 THE DRAWINGS, SHEETS 1 THRU 2, SHALL BE A PART OF THIS SPECIFICATION. 1.2 ALL MATERIALS AND WORKMANSHIP SHALL MEET THE REQUIREMENTS OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERMIT. 1.3 ALL EXCAVATIONS AND DEPTHS ARE ADVISORY AND ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. 2.0 THE LIFT STATION (NOT USED) 3.0 SEEPAGE BED 3.1 THE GRAVEL FOR THE BED SHALL BE SCREENED TO THE SIZES INDICATED; 0.5 TO 2.5 INCHES. 3.2 THE BOTTOM OF THE EXCAVATION SHALL BE RAKED WITH THE BACKHOE BLADE TO INSURE THAT THE BOTTOM HAS NOT BEEN COMPACTED DURING EXCAVATION. THE BOTTOM ELEVATION SHALL BE PLUS OR MINUS 2". 3.3 AN OBSERVATION PIPE SHALL BE PLACED AS SHOWN IN THE DRAWINGS. IT SHALL BE RIGID PVC, ASTM D-3034. THE SECTION SHOWN WITH HOLES MAY BE EITHER DRILLED 0.5" HOLES @ 6 INCH CENTERS ON OPPOSITE SIDES OF THE PIPE OR A SECTION OF REGULAR PERFORATED SEWER PIPE MAY BE CLAMPED TO THE SOLID SECTION WITH A NO HUB COUPLING OR SOLVENT JOINT. A RUBBER RAIN—CAP (JIMCAP OR EQUAL) SHALL BE PLACED ON THE TOP OF THE PIPE. 3.4 IF INSULATION IS REQUIRED THE INSULATION SHALL BE DOW EXTRUDED BLUE STYROFOAM BOARD INSULATION BOARD OF THE THICKNESS SHOWN ON THE DRAWINGS. 3.5 THE TOP AND SIDES OF THE BED SHALL BE PLANTED WITH A WHITE CLOVER AND RED FESCUE MIX OR BLUE GRASS. 3.6 THE SEPTIC TANK OF BED MUST NOT BE CLOSER THAN 100 FT. TO ANY EXISTING WELL SINGLE FAMILY, 150 FEET FROM A MULTI FAMILY WELL OR BODY OF WATER. 3.7 THE GRAVEL SHALL BE COVERED WITH A LAYER OF UNTREATED BUILDING PAPER OR A NONWOVEN FABRIC SUCH AS MIRIFI FIBRETEX 200 GRADE, OR POLY—FILTER X OR EQUAL. 3.8 THE DISTRIBUTION PIPE SHALL BE 4 INCH RIGID PVC PERFORATED PIPE OR POLYETHYLENE. THE PIPES SHALL BE LAID LEVEL. 1200 West 33rd Auenue. Suite B 9 Anchorone Alnskn 99503 • (907l 'M-1381 ALASKA ENVIRONMENTAL jog Rh aB i T C kE E tVl9:&U a 2 L4 CONTROL SERVICEP—INC. SHEET N0. � OF 1200 West 33rd Avenue suite B ANCHORAGE, ALASKA 99503 CALCULATED BY 751 DATE Phone 276.1361 CHECKED BY DATE FROM 2U] If( Gip. M. 91411. ALASKA ENVIRONMENTAL CONTROL SERVICF�,JNC. 1200 West 33rd AvenuE quite B ANCHORAGE, ALASKA 99503 Phone 276.1361 joB 98RS/T CIMEIK VIEUl 151 C g SHEET NO. �— OF 2 CALCULATED BY 7-5 DATE , l! 2 —,5-? CHECKED BY DATE SCALE 0ovt-5( PR',YJ"M1.Y�Irc.. Gm!o- Mas cl April 21, 1983 I PO�,'H 6-650 ANCHORAGE, ALASKA 99502-0650 (907)264-4111 l )NY ,(Ni7 _. 1',:i NI OF IIEALTH AND Efi VIRONMErrI Af. Prof LCF ION E. Lee Browning, Municipal Engineer Public Works Department Engineering Division 3500 East Tudor Road Anchorage, Alaska 99 07 Subject: Rabbit Creek Heights Subdivision, and; Rabbit Creek View Subdivision It was`recently brought to our attention that many of the lot lines, lot corners, streets, right-of-ways, etc., as shown on the subdivision plats for the Rabbit Creek Heights Subdivision and Rabbit Creek View Subdivision may be incorrect. In an attempt to confirm this information, this office contacted the Municipal Surveyor, Mr. Jack Stanley, and Mr. Jerry Weaver of the Planning and Zoning Department. Mr. Stanley confirmed that several survey closure checks made by his office, on these subdivisions, did not close satisfactory. Mr. Stanley further indicated that several other subdivisions surveyed by the same registered surveyor(Mr. William Johnson, whose stamp, #14825 appears on the subdivision plats) are also in error. Numerous other professional surveyors have refused to conduct as -built surveys in these areas, due to the discrepancies in the original surveys and the related subdivision plats. According to Mr. Weaver, Mr. Johnson received a registered letter but did not respond, and the matter has since been turned over to the Municipal attorney. In view of the confirmed fact that there are many known discrepancies on the lot lines, lot corners, streets, right-of- ways, etc., in the Rabbit Creek Heights Subdivision and Rabbit Creek View Subdivision; this department will discontinue the issuance of on-site water and sewer permits or health authority approvals for bank financing in both subdivisions. We will i E. Lee'Browning, Municipal Engineer April 21, 1983 Page Two a lift this discontinuance at such time that we have some form of acceptable assurance that lot lines and configurations are correctly shown on an approved subdivision plat. If there are any further questions, please call this office at 264-4720. Sincerely, Robert W. Robinson Environmental Engineering Manager RWR/ljw CC: Public Works Department Bob Daniel, Permit Office John Bishop, Building Official Jack Stanley, Municipal Surveyor Frank Huber, Construction Engineer `Michael Kerr, Zoning Enforcement Officer Planning Department Don Alspach, Manager of Zoning and Platting Jerry Weaver, Platting Officer Health and Environmental Protection Lynn.Lindquist John Kennedy Robert Pratt John W. Lynn 1 F R O M SUBJECT DATE , Vi G'+ MESSAGE �3 c g-c--mv oto Rbm '--l. M\ 1 D lr.-: tx � -�-► L S ®1 � � -- S� t ry !� � � �i� � Si'Z"�. S�;w� Re R �'� SIGNED SIGNED DATE Redifprme 4S 471 SEND PARTS 1 AND 3 WITH CARBON INTACT - P Y PAH (SO 55Sj 0471 PART 3 WILL BE RETURNED WITH REPLY. FROM 4y LA DATE -f SUBJECT z-/ I MESSALSE lo -Cj SIGNED REPLY SIGNED 7 Redill rm ® 4S 471 SEND PARTS I AND 3 WITH CARBON INTACT - PART 3 WILL BE RETURNED WITH REPLY DATE C 41 IN AREA BELOW TO FROM FROM SUBJECT MESSAGE REPLY F R O M A'r=' o gr1 cC DATE � ,361 -b SIGNED f/ /p/ (J'C. i I SIGNED DATE I 4$ 472 � SEND PARiS 1 AND 3 INTACL- _. PART 3 WILL BE RETURNED WITH REPLY. carbon/L+55 POLY PAK (50 SETS) 4P472 POUCH 6-650 ANCHORAGE, ALASKA 99502 (907) 264-4111 GEORGE M. SULLIVAN. MAYOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION (825 "L" Street) AucvC 6v, A uLi° P�tTea 8 - Do �� ,