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Home My WebLink AboutALPINE VILLAGE BLK 5 LT 1Slim IFNI n w E_ 74 TN AVE 589' 59'DO" W /'50.07 (1'30. REC) i I I 1 ml 1 ONC WOODI M I 1 p WALK WAY w 1 I a aE6 �49.10-V'�I 013Q a 7R ,ILER N of 10to I ry 130.00 «� �j 17 WORK SHOP Olt 130.07 030 REC) WELL t50t I 1 °C 1 A I in 14 a s1 POWER POLE 3 0 00 O a I1 1 ° I^ col o ; w 4 In I I t 1 130.00 I I /D'ULT. ESM75'�� A I - ' I " B U I LT .5 �-?_z-76 It is the responsib'.lity of the owner or 1rutldvr, prior to construction, to verify Is*oposed biLlding grade relative to fin- liEd grade a.d ut-Aity conrectio_ns and to deterinire the cx: ,_nce of any ease- ments, covenants, or .resiactions which do not appear on the recorded subdivi- ,don plat, OIZ t� 130.00' .o OF AC 11I rn9th • �` y' a -I W.2y •. .: Richard K. DeCamp%'off zo�t•s . �`�.� A �'�Ofmsa0�p I W E LOT SURVEY CERTIFICATION LEGEND: Bross cap Monument /, /J, /8 o Iron Pipe Lot -- , Block -� Area -- Sq. Ft. • Steel Pin Fo or> __ o Survey Hub a Tack �41 -- Plat File No. -.-_ _—Zoning District - Anchorage Recording District, Alaska t REVISIONS DATE BY DICKY 0N-OSWkLD-Wh[CHI E Residence of: 01 RF"/v<��: TH0NIAS - I I I�"__CN �j�(" 4040 a STREET ——i-/0c�_60�? _ IO ANCHORAGE, ALASKA pole: _ Sr: Sco%:-1�—�_ If!O.F��t F. 4� i 1'J3- 4b GREA R ANCHORAGE AREA BORk SH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM 1 NAME Af-1 MAILING ADDRESS�Jk ��-C�'''�' PHONE3� /�`�✓ LOCATION / 7 '! i�'� f LEGAL DESCRIPTION Z SEPTIC TANK: DISTANCE1 �p.,;p��f NUMBER OF FROM WELL MANUFACTURER 24' MATERIAL c: 8W_ COMPARTMENTS ` INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY AiVe GALLONS. TILE DRAIN FIELD: �,Y ct TOTAL LENGTH-,--, d DISTANCE FROM WELL FOUNDATION 3� + NEAREST LOT LINE / OF LINES t l NUMBER OF LINES DISTANCE BETWEEN LINES TRENCH WIDTH 3 I TOTAL EFFECTIVE ABSORPTION AREA ?"O0 SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER Q ` �! DEPTH: TOP OF TILE TO FINISH GRADE �� MATERIAL BENEATH TILEu A IN. ABOVE TILE IN. WELL: TYPE_ CONSTRUCTION BUILDING NEAREST NEAREST SEPTIC FOUNDATION—,LOT LINE , SEWER LINE , TANK- CESSPOOL ANK_ CESSPOOL APPROVED DISTANCES: INSTALLED BY: -0& SEWER LINE DEPTH: PIPE MATERIAL: , OTHER SOURCES DISAPPROVED LOT SLOPE: REMARKS: Form EQ -032 REMARKS r I DEPTH DISTANCE FROM: SEEPAGE SYSTEM DIAGRAM OF SYSTEM 4�010r Irodaiel GREATER ANCHORAGE AREA BOROUGH �4 DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 ��MNtO l�M1' SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT NAME OF APPLICANT`-' � j�11)M62 MAILING ADDRESS�� ✓ 612 -� �`Y ��PHONE INSTALLATION LOCATION Jho LEGAL DESCRIPTION - // , "' ��/ jyi INSTALLATION OF: OF: SEPTIC TANK v TYPE AND SIZE OF FACILITY TO BE SERVED SEEPAGE PIT / DRAIN =2= OTHER , FINANCED THROUGH TO BE INSTALLEDY D %� 'JyiE' SOIL TEST RESULTS -- 1a f% ��N T I THIS PERM COMPLETION DATE ANTICIPATED IS NOT VALID WITHOUT SOIL TEST 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 S E AREA SIZE x MINIMUM DISTANCES. REQUIREMENTS T- 1 FOUNDATION TO SEPTIC TANK 6> FOUNDATION TO SEEPAGE PIT 20 DRAIN PtELIU SEPTIC TANK TO % l L Ila, SEPTIC TANK , SEEPAGE PIT , DRAIN/rFIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK ) jj�E PIT DRAIN FIELD �`/ ALSO CO I 'R AREA WELLS._,, ) WATER MAIN TO SEPTIC TANK SEEP -` DRAIN FIELD , SEPTIC TANK, SEEPAGE PIT / DRAIN FIELDL� 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 REGULATIONS REGARDING INSTAL 'TION. r 1 /I f Il OR LICENSED DESIGNER I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE APPLICANT'S SIGNATURE FORM q& 12-016 OF S STEM ORDINANCE NO. 28-68 AND THAT THE ABOVE T. H. No. 1 5-14-75 0.01 T --SIL TY SAND WITH SOME SILT (Fill) .5' SILTY SANDS W/ SOME GRAVEL (SM) •o. 10.5' SAND, SOME SILT , (SP - SM) NO WATER TABLE NOTE: Test hole extended with auger type drilling unit. Log Represents Lot 1 Block 5 Alpine Villiage Subdivision R Engineering 81 Geological Consultants Inc. ANCHORAGE FAIRBANKS ALASKA JUNEAU DATE 5-14-75 ISCALE 1"=3' OWN aY BH 0.0' T.D. 1 Vit! Oren Thomas Proper y Log of Test Boring Anchorage, Alaska CHKD BY WED I PROD. NO. 562025 1OWG NO. A--01 LABORATORY TEST REPORT TEST ON Insitu Material R 5 M PROJECT NO. 562025 PROJECT NO. PROJECT NAME Oren Thomas LAB NO. 75A-813 SAMPLED FROM Test Hole No. 1 SUBMITTED BY Duncan FIELD NO 1 SOURCE Lot 1 Block 5 Alpine Village Subdivision DATE REPORTED 5-14-75 LOCATION Anchorage, Alaska DEPTH 7-81 DATE SAMPLED 5-14-75 DATE RECEIVED 5-14-75 GRAIN SIZE DISTRIBUTION >PASSING e� �S r� SPEC. CLASSIFICATION UNIFIED I AASHO FAA DELETERIOUS MATERIAL MINUS # 200 MESH SOFT FRAGMENTS COAL a LIG. OR LT. WT. PART. CLAY LUMPS STICKS & ROOTS FRIABLE PARTICLES SPECIFIC GRAVITY ABSORPTION FINENESS MODULUS SULFATE SOUNDNESS FREEZE -THAW RATIO COARSE L.A. ABRASION LOSS GRADE DEGRADATION VALUE THIN -ELONGATED ORGANIC COLOR Engineering fk Geological Consultants ANCHORAGE FAIR IIIIAN9G ALA31(A JUNIAU L068372 H N Z w 0 COMPACTION OPTIMUM MOISTURE MAX. WET DENSITY MAX. DRY DENSITY CORR. MAX. DRY DENSITY % FRACTURE METHOD NATURAL DENSITY NATURAL MOISTURE WEIGHT LOOSE WEIGHT RODDED MOISTURE - PERCENT REMARKS REMARKS ONE MEMO 1121111101111INE ■�� MINEs 11=1_-_ :•• 1 .•. s.■■, MIMmm DELETERIOUS MATERIAL MINUS # 200 MESH SOFT FRAGMENTS COAL a LIG. OR LT. WT. PART. CLAY LUMPS STICKS & ROOTS FRIABLE PARTICLES SPECIFIC GRAVITY ABSORPTION FINENESS MODULUS SULFATE SOUNDNESS FREEZE -THAW RATIO COARSE L.A. ABRASION LOSS GRADE DEGRADATION VALUE THIN -ELONGATED ORGANIC COLOR Engineering fk Geological Consultants ANCHORAGE FAIR IIIIAN9G ALA31(A JUNIAU L068372 H N Z w 0 COMPACTION OPTIMUM MOISTURE MAX. WET DENSITY MAX. DRY DENSITY CORR. MAX. DRY DENSITY % FRACTURE METHOD NATURAL DENSITY NATURAL MOISTURE WEIGHT LOOSE WEIGHT RODDED MOISTURE - PERCENT ;�,^, .�"�-'-tel �� 74ji /- ",L -r- l'o � �tc g�g u x /o�P� : 0 GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received June 1, 1976 Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR 1. Approval requested by: Mailing Address: Phone: 2. Property Owner: Oren E. Thomas Phone: Mailing Address: Box 6032, Anchorage 99502 3. Legal Description: Lot 1 Block 5 Alpine Village 4. Location: Eagle River 5. Type of facility to be inspected Single Family No. of bedrooms 3 6. Well Data: A. Type C. Construction Individual 7. Sewage Disposal System: On—site system B. Depth D. Bacterial Analysis A. Installed B. Installer C. Septic Tank: 1. Size 2. Manufacturer D. Seepage Pit: 1. Absorption Area 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank b d Absorption area /0's- Sewer Lines , Nearest lot line , Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line EQ -034 (1/74) Page 1 of two pages Page 2 of two pages - Rec ;t for Approval of Individual F !r & Water Facilities Legal Description Lot 1 Block 5 Alpine Village Commentsoz L— Approved Disapproved Date � Approval,Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM 1 VGI lrl l� b11UV tr11CG 1111 VI IIID {rl Vll VV11 VM 111\.M 111 VIII) 1 <.V M•+ v I VI ... �+�.. v.•n. v.. .... .,, •.. ...... ....._ accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ -034 (1/74) • �-+�� UU u �� J U U a!!t WF/IRID, GOVERNOR p6lT.OF ENVIRONMENTAL CONSERVATION 274-2533 A +- 437 'E' Street Suite 200 Anchorage, AK 99501 November 14, 1983 Ms. Vicki L. Sloppy Assistant Administrator Anchorage Water t Wastewater Utilities 3000 Arctic Boulevard Anchorage, AK 99503 RE: Well Radius Waivers Zurich LID 137, 582-12 Dear Ma. Sloppy: Thank you for the engineer's report in request of well distance regulation waivers for the referenced project under your letter of October 19, 1983. The construction of the referenced project will consist of furnishing and installing an estimated 1,950 L.F. of 8 inch ductile iron sanitary sewer line, in portions, north from Lore Road in Bern Street, Zurich Street, O'Brien Street and Lake Otis Parkway. In accordance with Title 18 of the Alaska Administrative Code Chapter 72 (18 AAC 72.021.0, a Mr. Al Sundquist. P.E. and engineering design supervisor for AWW, submitted a report for ADEC's review and consideration to waive established separation distances to construct, maintain and operate portions is of Zurich LID No. 137 closer to drinking water sources. More particularly, 4 construction of the referenced project will require a waiver to encroach upon the well radius of 14 wells adjacent to this project. The wells are located along Bern Street. Zurich Street, O'Brien and Lake Otis Parkway { t from Lon Road to E. 74th Avenue. In recognition of the report and the preliminary plans for the proposed sewer lines, the following separation distances are approved instead of that required in Table A of 18 AAC 72.021. 1. Separation distances of 30 and 24 feet between a private well on Lot 1, Block 4 of Alpine Village Subdivision and proposed sewer j line and nearest cleanout respectively. #; 2. Separation distance of 48 feet between a private well on Lot 12, ; Block S of Alpine village Subdivision and proposed sewer line. 3. Separation distance of 54 feet between a private well on Lot 13, Block 5 of Alpine Village Subdivision and proposed sewer line. 4. Separation distances of 48 and 60 feet between a private well on Lot 14, Block 5 of Alpine Village Subdivision and proposed sewer line aed nearest manhole respectively. .i 14 M • Ms. V. L. Sloppy Mall Radius Waivers, 582-12 November 14, 1983 Page 2 S. Separation distance of 64 feet between a private well on lot 16, Block 5 of Alpine Village Subdivision and proposed sewer line. 6. Separation distances of 52 and 56 feet between a private well on Lot 18, Block 5 of Alpine Village Subdivision and proposed sewer line and nearest cleanout respectively. 7. Separation distances of 63 and 54 feet between a private water well on Lot 1, Block 6 of Alpine Village Subdivision and proposed sewer line and nearest cleanout respectively. S. Separation distance of 45 feet between a private water well on Lot 6, Block 5 of Alpine Village Subdivision and proposed sewer line. 9. Separation distance of 23 feet between a private water well on Lot 7, Block 5 of Alpine Village Subdivision and proposed sewer line. 10. Separation distance of 44 feet between a private water well on Lot 8A, Block 5 of Alpine Village subdivision and proposed sewer line. 11. Separation distance of 68 feet between a private water well on Lot 4.0f Jovon Subdivision and proposed sewer line. 12. Separation distance of 65 feet between a private water well on Lot 5 of Jovon Subdivision and proposed sewer line. 13. Separation distance of 55 feet between a private water well on Lot 6 of Jovon Subdivision and proposed sewer line. 14. Separation distances of 43 feet between a private water well on Lot 7, Block 6 of O'Brien Subdivision and proposed sewer line. The Department finds that the special manhole and cleanouts detailed in the preliminary plans as an acceptable solution to the separation distance problem between manhole -cleanout and well. Within the special manhole, the serer line's flanged pipe is mechanically sealed and gasketed to prevent leakage of any sew" into the manhole. With the above in mind and by reviewing the pertinent characteristics of piping materials to be used, the pipe's most feasible alfgrwent and the limited soil information available, this Deparbant finds the above separation distances as adequate protection of the private water sources. Please forward copies of the final plans and specifications when they are available. GN1djf Sincerely, 60� Construction Grants Engineer