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Home My WebLink AboutPARKSIDE Block 2 Lot 6 S-8600 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION Environmental Health Division CASE REVIEW WORKSHEET ~ ~ -~ ~P¢~ CASE NUMBER: S-8600 SUBDIVISION OR PROJECT TITLE: IDATE RECEIVED: February 10, 1987 Lots 6A, 6B Block 2 Parkside Subdivision ICOMMENTS DUE BY: March 6, 1987 ( ) PUBLIC WATER AVAILABLE ( ) PUBLIC SEWER AVAILABLE ( ) COMMUNITY WATER AVAILABLE 71-014 (Rev. 5/83} PRELIMINARY PLAT APPLICATION OFFICE USE Municipality of A,r~chorage DEPARTMENT OF COMMUNITY PLANNING REC'D BY: P.O. Box 6650 VERIFY OWN: Anchorage, Alaska 99502-0650 A. Please fill in the information requested below. Print one letter or number per block. Do not write in the shaded blocks. Case Number (IF KNOWN) 1. Vacation Code 2. New abbreviated legal description (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOTS 34). 1o1 ¼ 3. Existing abbreviated legal description (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOT 34) full legal on back page. 4. Petitioner's Name (Last - First) I,,I, zl l, I I I I,I Address c-~'~0/~ ~'~ '~' ~¥ City ~c~ Cr~f State ~' Phone No. ' Bill Me ___ 5. Petitioner's Representative City ~C~0¢~¢ State ~ Phone No. ¢~/' ¢~ Bill Me 6. Petition Area 7. Proposed & Existing 9. Traffic Acreage Number Number Analysis Zone Lots Lots 12. Fees . ~'0, O0 1'0. Grid Number 11. -Zone 13. Community Council B. I hereby certify that (I am) (I have been authorized to act for) the owner of the property described above and that I desire to subdivide it in conformance with Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that payment of the basic subdivision fee is nonrefundable and is to cover the costs associated with processing this application, that it does not assure approval of the subdivision. I also understand that additional fees may be assessed if the Municipality's costs to process this application exceed the basic fee. I further understand that assigned hearing dates are tentative and may be have to postponed by Planning Staff, Platting Board, Planning Commission, or the Assembly due to administrative reasons. _~..~~ Sig n~-"-t,~e *Agents must provide written proof or authorization. 20-003 Front (4/85) C.' Please check or fill in the following: 1. Comprehensive Plan -- Land Use Classification ~ Residential Commercial f Parks/Open Space Transportation Related 2. Comprehensive Plan -- Land Use Intensity Special Study 3. Environmental Factors (if any): a. Wetland 1. Developable 2. Conservation 3. Preservation Marginal Land Commercial/Industrial Public Lands/Institutions Dwelling Units per Acre Alpine/Slope Affected Alpine/Slope Affected Industrial Special Study b. Avalanche c. FIoodpiain - d. Seismic Zone (Harding/Lawson D. Please indicate below if any of these events have occurred in the last three years on the property. Rezoning Subdivision Conditional Use Zoning Variance Case Number Case Number Case Number Case Number Enforcement Action For Building/Land Use Permit For Army Corp of Engineers Permit Legal description for advertising. F. Checklist 30 Copies of Plat Reduced Copy of Plat (8~5 x 11) Certificate to Plat Fee ~ Topo Map 3 Copies Soils Report 4 Copies Aerial Photo Housing Stock Map Zoning Map . Water: /~' Sewer: X Private Wells Private Septic 20-003 Back Waiver Community Well Community Sys. Public Utility Public Utility SCHILLING & ASSOCIATES ENGINEERING SURVEYING 72 ! 7 Arctic BLVD. ANChORaGE, Ak 99502 (907) 349-7724 Febuary 11, 1985 Bobby F Burnett & Associates 1841 Bartlett Drive Anchorage, Alaska 99507 RE: Subsurface Investigation, Lots 6A & 6B, Block 2 Parkside Subdivision (Eagle River) Dear Bob: On Febuary 8, 1985, a 450 case rubber-tire backhoe was used to excavate two test holes to determine subsurface soils conditidns at the above referenced properties in order to determine suitability for on-site sewage disposal. The property is fairly steep, sloping about 22% to the southwest and is ex- tensively covered with ~lder, large birch and occasional spruce. Ground cover is mostly composed of decaying vegetation of shrubs, grasses, and mosses. Test Hole No. 1 was dug on Lot 6A to a depth of 16'. The top 3' consisted of 0.5' organics, followed by 2.5' of topsoil, light to medium brown and frozen to a depth of about 2'. The topsoil was classified as a clayey silt. Below this 18yet, a predominantly silty gravel, with very little sand, was encoun- tered to the bottom of the hole. This material was slightly moist and light brown in color. No apparent water table was encobntered but it is suggested that further exploration be made in the spring/summer,period for:measonal groundwater before designing and siting a disposal system as previous experi- ence in the area by the dndersigned indicates that run-off periods can produce a fairly high (6-8 ft beiow surface) seasonal groundwater. Test Hole No. 2 was virtually the same as Test Hole No. 1. Percolation read- ings were taken at both holes at 8-10 feet depths and resulted in a recommened usage of 205 sq. ft. per BR for the drain line. Soils samples were also taken at the percolation test depths with the results summerized as follows: MAR 9 1987 ANCHORAG£ (907) 349-7724 ~ CENI'F-~ (~7) 822.-$573 .( ~Subsurface Investigation, Lots 6A & 6B, Block 2 Parkside Subdivision (Eagle River) Page'2 cont'd Test Hole No. i Sample Depth: 10' Frost Classification: F-3 . Unified Classification: GM, Silty Gravel Sieve % Passing 2" 100 1" 100 3/4" 95 #4 31.2 10 30.9 40 27.6 200 24.2 .02 mm 21.4 Test Hole No. 2 Sample Depth: 9' Frost Classification: F-3 Unified Classification: GM, Silty Gravel Sieve % Passing 2" 100 1" 100 3/4" 100 #4 30.4 10 29.8 40 28.1 200 ~3~ 1 .02 mm 21.8 Although the properties are marginal in regards to surfac~ slope, it appears that they are capable of supporting on-site sewage disposal. If you have any questions please call me at your convenience at 349-5431. Sincerely, Robert D Schilling 3 enclosed 1. Test Hole Location Map 2. Test Hole No. 1 soils log &perc. test 3. Test Hole No. 2 soils log & perc. test T¥1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG -- PERCOLATION TEST DATE PERFORMED: SOIL~ LOG PERCOLATION TEST 2 3 4 5 6 7 8 9 18. SLOPE SITE PLAN 11 12 13 14, 15 16 17 18, 19- 20 GROUND WATER , ~ O. $d11111~1 .. 3UNTERED? ', CE-141 ,' .;.;;~ o ~--;- ~F YES. AT WHAT O P E : Gross Net Depth to : Net Reading Date : Time Time Water Drop PERCOLATION RATE I 7, I'~ (minutes/inchl TEST RUN BETWEEN ~ FT AND t/ [~ FT PERFORMED FOR: I~ ,-~-'. LEGAL DESCRIPTION: L, 4> ~- SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 2644720 SOILS LOG - PERCOLATION TEST PERCOLATION TEST DATE PERFORMED: 1 6 7 8, ( 14 16 18 SLOPE SITE PLAN ~__e~,~.B.~I[~ GROUNDWATER C~-!411 ~ 'el*me'ce°' YES, AT WHAT DEPTH? ' Reading Date Gross Net Depth to Net Time Time Water Drop I 2-~-e ¢ - - · ..- % : " 'lJz H'P--- PERCOLATION RATE / ~/'''~ ~ (minutes/inchJ TEST RUN BETWEEN ~ FT AND (~' FT COMMENTS .ER~ORMED.~:" '.' :,,-- '____CERT, P,EO.~: r,-o s~'~,~ DATE: CERTIFICATE TO PLAT To: Bob Burnett and Associates 6957 Old Seward Highway Anchorags~ Alaska Attn: Bill File No. lZ?08 Fee: $%50 00 This is a Certificate to Plat as of March 1, 1985 at 8:00 a m. on the following described property Lot Six (6), Block Two (2) , Parkside Subdivision, accordin~ Plat No. 73-$9, Records of the Anchorage Recording D/strict, Third Judicial District, State of Alaska. The Title to said property is vested on the date shown above in: The Heirs of Devisees of Robert M. Wallace, Deceased, Probate Case No $AN-84-852P EXCEPTIONS: Reservations and exceptions as contained in United States Taxes and/or Assessments, if any, due the MUNICIPALITY OF ANCHORAGE (Information to follow.) Ta~es due the MUNICIPALITY OF ANCHORAGE, for the year 1985, a li~n, but Iev¥ therefore has not been made. Slope Easements, as dedicated and reserved on the Plat of said Subdivision, substantially as hereto attached. Easements as shown on the Plat of said Subdivision, substantially as hereto attached Covenants and notes as shown on the Plat of said Subdivision, substantial I¥ as hereto attached. continued on next page S80fo9 APR I 5 1985 EXCEPTIONS ~ONT!~UED Fils Nc. 1~708 Unrecorded Promissory Notes, including terms and provisions thereof Dated : Hay 9, 1974 and April 25, I976 As disclosed by Quitclaim Deed Reco[ded : May 27, I977 Book : 195 Page : 983 Unrecorded Real Estate Contract, including terms and provisions thereof Vendor : Robert M. Wallace and Heide V. Ual]ace Vendee : Maurice Burun alkla Maurice Burum Dated : May 9, 1974 ~nd April 25, 1976 As Disclosed by Quitclaim Deed Recorded May 27, I977 in Book 195 at Page 983 and Bargain and Sale Deed recorded April 7, 1981 in Book 584 at Page 459. Maurice Burun aka Mauriae Burum interest has been quitclaimed To : Patricia Sloan Dated : May 11, 'I977 Book : 195 Page : ~83 Bruce A. Rizer and Patricia Sue Rizer, who acquired title as Patricia Sloan interest has been assigned by Bargain and Sale Deed To Brian David Millis, an unmarried man Dated April 3: I981 Recorded April 7, 1981 Book 584 Page 459 Trustor Trustee Beneficiary Deed of Trust, Including Terms and Provisions thereof securing the amount shown together with any other amounts due ther under Brian Millis, a man Mat-Su Title Insurance .Agency, Inc Lynton A. ~yckof f and Fay E, ~yckoff, husband and wife Amount $77,500,00 Dated February 9, 1988 Recorded February Z3, 1983 Book 853 Page : 16 (Affects this and other property) continued on next page FORM 3131 8/84 EXCEPTIONS CONTINUED File ~o. 127~8 i0 Debts, claims, expenses of administrating State and Federal Estate Taxes, if any, due in the matter of the estate of Robert H. Wallace, deceased, under State of Alaska, Third Judicial District, Probate Case No_ 3AN-84-85ZP. This Certificate to Plat is restricted to the use o[ the addres~ae, for the purposes requested and is not [o be used as a basis for closing any transaction affecting said property. Liability of the company limited to the compensation received therefore. PACIFIC RIM TITLE INSURANCE AGENCY, INC. Teresa Bonjorni, Title E~aminer FORM 3131 8/84 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION Environmental Health Division CASE REVIEW WORKSHEET CASE NUMBER: DATE RECEIVED: COMMENTS DUE BY: S-8069 March 27! 198~ April 12, 1985 SUBDIVISION OR PROJECT TITLE: Lot 6A, 6B Block 2 Parkside Subdivision ( ) PUBLIC WATER AVAILABLE ( PUBLIC SEWER AVAILABLE ( ) COMMUNm,' WATEB AVA~LAB~-E COMMENTS: ~, ~ ~' ('' "~' ~;' '~ ..... .: (~ . :/') : ~/~,.' ?/ 71-014 (Rev. 5/83) SCHILLING & ASSOCIATES ENGINEERING SURVEYING 7217 ARCTIC BLVD. ANCHORAGE, AK 99502 (907) 349-7724 Febuary 11, 1985 Bobby F Burnett & Associates 1841 Bartlett Drive Anchorage, Alaska 99507 RE: Subsurface Investigation, Lots 6A & 6B, Block 2 Parkside Subdivision (Eagle River) Dear Bob: On Febuary 8, 1985, a 450 case rubber-tire backhoe was used to excavate two test holes to determine subsurface soils conditions at the above referenced properties in order to determine suitability for on-site sewage disposal. The property is fairly steeD,/~ng about 22% to the southwe~-~hd is e~ tensively covered with ~lder, ak~bi~r~h and occasional spruce. Grou~.~ .... > cover is mostly composed of decaying ve~e~'t~on~o~sh~b~"~g'ras'se~s7~d mosses. Test Hole No. 1 was dug on Lot 6A to a depth of 16'. The top 3' consisted of 0.5' organics, followed by 2.5' of topsoil, light to medium brown and frozen to a depth of about 2'. The topsoil was classified as a clayey silt. Below this laYer, a predominantly silty gravel, with very little sand, was encoun- tered to the bottom of the hole. This material was slightly moist and light brown in color. No apparent water table was encountered but it is suggested that further exploration be made in the springJsummergperiod for~seasonal groundwater before designing and siting a disposal system as previous experi- ence in the area by the dndersigned indicates that run-off periods can produce a fairly high (6-8 ft bei~w surface) seasonal groundwater. Test Hole No. 2 was virtually the same as Test Hole No. 1. Percolation read- ings were taken at both holes at 8-10 feet depths and resulted in a recommened usage of 205 sq. ft. per BR for the drain line. Soils samples were also taken at the percolation test depths with the results summerized as follows: ANCHORAGE (~07) 34~7724 (907) SubsurfaCe Investigation, Lots 6A & 6B, Block 2 Parkside Subdivision (Eagle River) Page 2 cont'd Test Hole No. 1 Sample Depth: 10' Frost Classification: F-3 Unified Classification: GM, Silty Gravel Sieve % Passing 2" t00 1" 100 3/4" 95 #4 31.2 10 30.9 40 27.6 200 24.2 .02 mm 21.4 Test Hole No. 2 Sample Depth: 9' Frost Classification: F-3 Unified Classification: GM, Silty Gravel Sieve % Passing 2" 100 1" 100 3/4" 100 #4 30.4 10 29.8 40 28.1 200 23. ! .02 mm 21.8 Although the properties are marginal in regards to surface slope, it appears that they are~capable of supporting on-site sewage disposal. If you have any questions please call me at your convenience at 349-5431. Sincerely, Robert D Schilling 3 enclosed 1. Test Hole Location Map 2. Test Hole No. 1 soils log & perc. test 3. Test Hole No. 2 soils log & perc. test TB-2- - '-PA£K~ID~ 5/J 8.D. ./~ SOILS LOL~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG --PERCOLATION TEST PERCOLATION TEST -T 7:/F / PERFORMED FOR: LEGAL DESCRIPTION: 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 DATE PERFORMED:__ SLOPE 20 GROUND WATER 'ERED? .," .,~-.: ~YES, ATWHAT Reading I PERCOLATION RATE_ SITE PLAN Gross Time P Depth:to Net Water Drop Net Time __(minutes/inch) ~ FT AND / O . FT PERFORMED B :~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264~4720 SOILS LOG -- PERCOLATION TEST PERCOLATION TEST ~.J - --~.~ DATE PERFORMED: · ts ~ U ~-~T~ - , '' -- ~ PERFORMED FOR' I'~ ''~-' '-~ ~ ~' ~U~I~ .~ -~b / ~ ,~5,0~ 5~'~' LEGAL DESCRIPTION: L ~. ~U~< ~ SLOPE 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 CE- 141 ..-., ~GROUND WATER . ~,~ 'ERED? -- 'YES, AT WHAT DEPTH? Gross Reading Date 'g- Time SITE PLAN Depth to Water Net Time Net Drop 20 PERCOLATION RATE_ TEST RUN BE~TVVEEN -- p6RFORMED B ~ ~ CERTIFIED ~' RONALD L. THIEL, p. i~?~, "~' CONSULTING ENGINEER September 8, 1972 Mr. Roll Strickland Department of Environmental Quality GAAB 3500 Tudor Road Anchorage, Alaska 519 WEST EIGHTH AVENUE ANCHORAGE, ALASKA 99501 (907! 279.6508 Re; PARKSIDE SUBDIVISION Dear Rolf: The referenced proposed subdivision was field investigated on August 21, 1972, for the purposes of determining the suitabiliiy':of the soils for "on site" sewage disposal. The investigation was made solely along the cut banks of the newly constructed access road within the proposed subdivision. The findings are as follows with soils classifications related to bedrooms: 1. Cut bank in old slide area Fragmented rock, loose ......... 100 s.f./ BR. Cut bani((3') Fragmented rock with some silt, loose .... 150 s.f./BR. Cut bank (10') Silty, sandy fragmented rock, - ........... 225 s.f./BR. Cut bank (12') Sandy, silty fragmented rock, loose ....... 175 s.f./BR. Cut bank (11') Fragmented rock, loose .................... 125 s.f./BR. Cut bank (11') Silty, fragmented rock ................... 200s.f./BR. Cut bank (9') Silty, fragmented rock ................... 200 s.f./BR. The general conclusion that can be drawn from this inspection is one of concern. The soils because of their looseness will certainly provide the perculation as req~ired; however, a certain amount of surface appearance downhill of each seepage pit may,occur if prudent judgement is not exercised in the site selection~anJ~construction of each individual pit. The seepage pit site location~as shown on the accompanying plat are general in nature and alterations in the exact placement may be cequired-wheye _rock outcroppings are encountered. The lots are certainly large enough to allow location adjustments within each confining lot boundaries. If there are any questions please don't hesitate to call at 279-6508. CURVE DT1001275 C, 4O 9 pLAT O~