The URL can be used to link to this page

Home My WebLink AboutSOLAR ESTATES LT 10tj L L146C>T"II m 11% GREW cR ANCHORAGE AREA BOf IGH � lVlf�lul Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME /j NAME MAILING ADDRESS�� D�l W56cPHONEa`171_-Q�T LOCATION LEGAL DESCRIPTION L/ /d�JC� SEPTIC TANK: DISTANCE (� NUMBER OF FROM WELL A �. MANUFACTURER MATERIAL COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY 4215-0 GALLONS. SEEPAGE PIT: NUMBER OF PITS r LINING MATERIAL BUILDING FOUNDATION ADDITIONAL ABSORPTION DIAMETER OR WIDTH_, LENGTH_, DEPTH CRIB SIZE: DIAMETER_DEPTH DISTANCE FROM: WELL TOTAL EFFECTIVE NEAREST LOT LINE ABSORPTION AREA (WALL AREA) SQ. FT. WELL: TYPE lh� CONSTRUCTION BUILDING NEAREST FOUNDATION LOT LINE CESSPOOL OTHERSOURCES NEAREST SEWER LINE APPROVED DISAPPROVED REMARKS DISTANCES: INSTALLED BY: PIPE MATERIAL: LOT SLOPE: REMARKS: Form No. EQ -031 DEPTH SEPTIC TANK_ DIAGRAM OF SYSTEM DISTANCE FROM: SEEPAGE SYSTEM G.A.A.B. ap�GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO. 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT NAME OF APPLICANT !N/y `�� MAILING ADDRESS .a99S��HONE INSTALLATION LOCATION LEGAL DESCRIPTION M/"/ INSTALLATION OF: SEPTIC TANK ><_� SEEPAGE PIT x , DRAIN FIELD OTHER , TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH / TO BE INSTALLED BY ��/��'�� SOIL TEST RESULTS C7 a NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED �L AI�ti 7�{1 FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE TYPE SEEAREA SIZE �7X MINIMUM DISTANCES, REQUIREMENTS DIAGRAM OF SYSTEM FOUNDATION TO SEPTIC TANK 2_�5_ FOUNDATION TO SEEPAGE PIT DRAIN FIELD �y SEPTIC TANK TO SEEPAGE PIT WALL �y / SEPTIC TANK - C , SEEPAGE PIT aDRAIN FIELD TO NEAREST LOT LINE. �,/ �/f,/�Q�� WELL TO SEPTIC TANK Gid !'& 4""d_ "', SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK �Q / SEEPAGE PIT DRAIN FIELD Q SEPTIC TANK, 111-e , SEEPAGE PIT DRAIN FIELD , TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REG .B. LICENSED DESIGNER NSTALLATION. 1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA DESCRIBED SYSTEM IS IN ACCORDAN E WITH SAID CODE. DATE �I APPLICANT'S SIGNATURE FORM NO. EQ -016 ORDINANCE NO. 28-68 AND THAT THE ABOVE R&M ENG.:IEERING & GEOLOGI.C,7,�L CONSULTANTS 229 EAST 51st. AVE. - P.O. 80X 6087 - ANCHORAGE, ALASKA 99503 TELEPHONE 907-279-0483 TELEX 090-35419 Civil Engineers Geologists Land Surveyors JAMES W. ROONEY, P. E. RALPH R. MIGLIACCIO MALCOLM A. MENZIES, P.E., L.S.Engineering Geologist JAMES H. WELLMAN, P.E. RL CE �� 3 u iv 2,/!- 1974 ANi June 20, 1974H R & M No. 461027 GRtA f ER ANCHORA MENTAk oUAk11Y DEPT. OF GNyw- Rappe Excavating 8001 Arctic Blvd. Anchorage, Alaska Re: Test Hole and Soil Log Report for Sanitary System Lot 10 Block 23 Solor Subdivision Dear Mr. Rappe: We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This ' investigation was performed in accordance with your request of June 19, 1974, and those procedures outlined in a letter dated September 13, 1971 by Mr. Rolf Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down within the Lot 10 area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with a tractor -mounted backhoe and the test hole was extended to a total depth of 15.0 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-01. Ground water was not encountered in the test _hale. Materials excavated from budding foundation was classified as a sandy gravel (GW) and may be used as backfill in Sanitary Sewer System if not contaminated. We appreciate being given this opportunity to be of service to you.. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M ENGINEE/RRINNG & GEOLOGICAL CONSULTANTS, INC. James W. Rooney 19 xc: GAAB ANCHORAGE - FAIRBANKS JUNEAU - ^O 42273 TH-i 6-18-74 0.0' w . ORGANICS 0.5' SILT, TRACE SAND (ML) 3.0' • oho • D� Q.• v e• pD, :• SANDY GRAVEL (GW) 0 Q.U.. - .�pf7. •7j::YY. oDo: p_ p o. 15.0' T.D. NO WATER TABLE NOTE: Test hole excavated with tractor-mounted backhoe. RAPPE EXCAVATING PROPERTY Engineering & Geological Consultants Inc. LOG OF TEST HOLE ANCHORAGE FAIRBANKS ALASKA JUNEAU ANCHORAGE,ALASKA DATE .18-74 SCALE 1��'Z.O' DWN BY WED CHKD BY WED PROD. NO. 46ZOZ7 DWQ NO. ^O 42273 MUNICIPALITY OF ANCHORAGE - �µ � DE PARTMEk OF HEALTH AND ENVIRONMENtT��: PROTECTION Anchorage, 825 L Street, Anchorage, AlasTc'a. 99501 \a� , 279-2511, ext. 224 or 225 't ,sDate Received:, 777 OLA #1: Time #r2: Time _ #3: Time Date Date Date Insp Insp Insp REQUEST FOR APPROVAL OF INDIVIDUAL SEWER 1. .Lending Institution Request: Spokane Mortc Mailing Address: 3201 C Street, Suite 2° 11 2. Property Owner: M. Kelly Mailing Address • Star Route A Box -9J8 �9'9507 3. Legal Description 4: Single Fami�'� Multiple Famil Lot 1 WATER FACILITIES 3Phone: 277-0543 Pho ie: 344-2714 : (x) \ �J I Number of d ooms • 4 I 1 Number(of Bedroo I I 5. Well System: Ind' idu1 dell ( ) Comm y/Publ'c Sys Permit # , epth of We 1 Wel I Construc ion Bacterial Ind/lysis 6. Sewage Dis osal stem: On- it System (Y,4 Permit # al 197 /Inst Septic Tank Size ; Manu acture I Absorption Area Soils Rat 7. Distances: Well to Septic Tank to Sewer Line Nearest Lot to Nearest Lot Line ire tic Utility ( ) terial ion Area Absorption Area Page. Two 4 Department of Health and Environmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot 10 Solar Estates Subdivision Comments Affadavit Attached: (') Letter Attached: ( ) Approved: Date:_ Disapproved: Date: Department Worksheet: GREATER ANCHORAGE ARLi: B670011G11 alvcHo,c Department of Environmental Quality a1-rH333G "C" St., Anchorage, Alaska 99503 274-4561 PROTECTION [,AAY V 19 /1 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES RECEIVED 1. Type of Inspection: CMRO VA _ X FIiA CONV — - • 2. Property Owner: Mailing Address : �RA�--�_, 9nchor ,-U___gg 50 --d a y Phone 3. ,]ar,._ Buyer: Mrs. George Coker __._— Mailing Address: 2911 W. 34th Aven,�Anchorace, Day_ Phone 279-2149 — -- _ Ak., 99503 4. Name of Lending Institution: Spokane Mortgage Mailing Address: 3201 C St. Anchorage Ak. _ Phone 277-0543 X9503- 5. Name of Realtor or Agent: Area, Inc.; Barbara La Grone Mailing Address: Area Eastgate Office Phone 337-9424 5437 E. Northern Lights Blvd. Anchorage, Alaska 99504 6.. Legal Description: Lot 10, Solar Estates Location: Mars Drive 7. Type of Facility to be inspected :Private Residence Pdo. Bcirms. 4 8. Water Supply Type of Supply: Public Utility — X_ Individual — If Individual, number of dwellings presently served If Individual, depth of well 9. Sewage Disposal System Type.of System: Public Utility Individual (on-site)X If Individual, date of illsta!1z-tion - --_-- 1974 -- -_- --.----_-___--