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HomeMy WebLinkAboutHUFFMAN #1 Block 1 Lot 7liALAT-Prna.n 9/O L7 B1 REAiER ANCHORASE AREA BORuUGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: DISTANCE FROM WELL ~-~3 INSIDE LENGTH MANUFACTURER,/~'~'~-~ INSIDE WIDTH MATERIAL~ NUMBER OF COMPARTMENTS LIQUID DEPTH LIQUID CAPACITY /°(..5 C~ GALLONS. SEEPAGE PiT: NUMBER OF PITS I DIAMETER -- LINING MATERIAL~ CRIB SIZE: OR WIDTH DIAMETER BUILDING FOUNDATION__ NEAREST LOT LINE__ LENGTH DEPTH t DEPTH DISTANCE FROM: WELL /(~O . TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ~$~ SQ. FT, ADDITIONAL ABSORPTION WELL: TYPE ~0~ BUILDING FOUNDATION __ CONSTRUCTION/q~ ~ ~ DEPTH NEAREST NEAREST SEPTIC LOT LINE SEWER LINE TANK CESSPOOL OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCE FROM: SEEPAGE SYSTEM DISTANCES: INSTALLED BY:~ PIPE MATERIAL: (~ ~'! LOT SLOPE: REMARKS: DIAGRAM OF SYSTEM DATE ?/7~/'"~ ~ APPROVED ., ~ GR[ DEPARTMENT OF ENVIRONMENTAL DUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 . TELEPHONE 274-456 ~ SEWAGE DISPOSAL SYSTEM ~ APPLICATION AND PERMIT TYPE AND ~lZE OF FACILITY TO BE SERVED COMPLETION DATE ANTICIPATED. FINAL INSPECT ON: 24 HOUR NOTICE REQUIRED. BACKfilling' ~F~ ANY ~YSTEM ~I.~HOUT FINAL iNSPECTiON BY THE DEPARTMENT OF ENVIRONMENTAL Qu~Li~Y ~UTHoRITY Wi'EL BE suBJECT TM PROSECUTION. MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT ., DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL --/'~/O/ WATER MAIN TO SEPTIC TANK FIELD SEEPAGE PIT ALSO CONSIDER AREA WELLS. DRAIN FIELD SEPTIC TANK SEEPAGE PIT TO RIVER, LAKE, STREAM. SEEPAGe PIT DRAIN FIELD CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION S FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON BIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGAI~DING INSTALLATION. DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE C DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE '" "' GREATER ANChorage AREA BorOugh  DEPARTMENT Of ENVIRONMENTAL QUALITY / .- . --- , ' / ~J/il INSTALLATION OF: SEPTIC TANK / SEEPAGE PIT / DRAIN FIELD _, OTHER FINANCED THROUGH TO BK INSTALL~ BY ~---~-- NOTE: THIS P~RMI? IS NOT VALID WITHOUT 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 slzr~//--~2/2~ ¢/4/::_ TYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK ~ / FOUNDATION TO SEEPAGE Pit ~ / , DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL /~'~ . DRAIN FIELD DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK //) / SEEPAGE PIT SEPTIC TANK, /~ SEEPAGE Pit ~ DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON iNTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION S FEET INTO UNDISTURBED SOIL, 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE Pit PITTED WITH AIRTIGHT REMOVABLE CAPS. CONFORM TO BOROUGH REGULATIONS REGARDING iNSTALLATION. --SEEPAGE ABEA SIZE,~'¢~'~ ~'~'~'~/~'~ TYPE DIAGRAM OF SYSTEM I CERTIFY THAT IAM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ¢ ACCORDANCE WITH SAID CODEC ~ DATE APPLICANT'S SIGNA AND THAT THE ABOVE J~n Smith Bmalt-y ~for~ any cc~m~ k~gins (m ~h~ lo%, a ~m~t ~m~ De ~ -If you have any furt:hmr quest, please fe~L fz~e ~o oc~ta~t mm at 274-4561, e~m~ioa 137. $~ncerely, CONSULTANTS, INC. ANCHORAGE FAIRBANKS JUNEAU 249 EAST 51ST AVENUE · P, O. BOX 6087 · ANCHORAGE, ALASKA 99503 · TELEPHONE 907-279'0483 · TELEX 090'35419 January 30, 1975 R & M No. 562002 Jean Smith Realty 746 F Street Anchorage, Alaska 99501 Re:. Test Hole and Soil Log Report for Sanitary System Lot 7 Block 1, Huffman Subdivision Addition No. 1 Dear Miss Smith: 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 January 29, 1975, and those precedures outlined in a letter dated December 19, 1974 by M~. Rolf Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was'put down within the Lot 7 area for the purpose of defining general subsurface so±l conditions for the proposed sanitary system. Excavat±on was accomplished with an auger type drilling rig and the test hole was extended to a total depth of 20.0 feet below ground surface. One sample was recovered from a depth of 17-19 feet in the test hole and retained for grain size analysis. The results of this sample are enclosed. The final log prepared for the test hole has been included in Drawing A-010 Ground water was not encountered in the test hole. 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 CONSULTANTS, INC.  Rooney ' Vice President JWR/bm Enclosure xc: GAAB T. H. 1 1-30-75 0.07 Silty Sand w/some Gravel Brown (SM) Sand, w/some Gravel, Trace Silt (SW) ' 4.0' 14.0' Silty Sand w/some Gravel No Water Table 20.0' NOTE: .Test Hole extended with auger type drilling unit. DATE Engineering ~5 Geological Consultants Inc. ANCHORAGE FAIRBANKS ALASKA JUNEAU 1-30-75 SCAUE 1"=3 ' Jean Smith Realty Log of Test Hole Anchorage, Alaska WED Ip,oJ.~,o. 562092 ow~ No.. 6r9.~ .. ~"~kBORATORY TEST REPO"~"~"~ Insitu Material R~M PROJECT NO. 562002 TEST ON PROJECT N~ PROJECT NAME Jean Smith Realty LAB NO. 75A-292 SAMPLED FROM Test Hole 1 SUBMITTED BY Jones FIELD NO, 1 SOURCE Lot 7, Block 1, Huffman subdivision No. 1 .DATE REPORTED 1-30-75 LOCATioNAnchorage, Alaska DEPTH 17-19' DATE SAMPLED, 1-30-75 DATE RECEIVED 1-30-75 + ~O %+5 GRAVEL SAND °/o SILT % CLAY FSV CLASSIFICATION 'Il FAA UNIFIED AASHO (SM) : LL CLASS COMPACTION OPTIMUM MOISTURE MAX. WET DENSITY MAX. DRY DENSITY CORR. MAX, DRY DENSITY % FRACTURE METHOD NATURAL DENSITY NATURAL MOISTURE WEIGHT LOOSE WEIGHT RODDED REMARKS #16 -,~ 2O L068372 #40 #'~0 .OOSMM DELETERIOUS MATERIAL · MINUS ~'~ 200 MESH SOFT FRAGMENTS· COAL B LIG. OR LT. WT, PART. CLAY LUMPS STICKS ~ ROOTS FRIABLE PARTICLES SPECIFIC GRAVITY ABSORPTION 'FINENESS MODULUS 'SULFATE SOU N D N E"S S FREEZE-THAW RATIO L:A. ABRASION LOSS DEGRAOATION VALJJ E THIN-ELONGATED ' , ORGANIC COLOR. STATIC IMMERSION BRAND ' Oe/o ~% ~ VZ% 2%__ CO~ RSE SPEC, ' FINE SPEC ' GRADE .% Engineering E~ G~oiogical Consultant= MOISTURE - PERCENT SIX INCH WATER WELL DRILLED AND CASED OUT TO T THQF · feet~ DRILLED At THE RaTE Of ,:l.?.O0 PER FOOT. '~,~,J~,,~ ~ LOCATION OF WELL SITE ~* ~ - I ~ ~ .... ~ _~. ,,~, ~ DRILLER~e ~l=n~ o~ ~m~ ~11~.~ ~0~ 4; WELL LOG: Hardpan ~ several ~mal~ boulders. S~y blue o!~y wit~ 30% gravel an~ cobb3.es, X~X-X60' S~y water bearing gravel. Very silty, X60-~63' Water bea~in2 olean gravel produoing 3 1/2 to S Gp~with a ~0~ foot head~ l~,mp ~bO,Ald. be~ inst_~]le~ tw~ feet off oased hottom,~ Total casing: 168 feet - :L62 feet at SX?bOO per foot: $27~.00 /Pltless adapter installed: 6 feet of oasing wel~ed above COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF THANK YOU VERY MUCH. BERNIE CLAUS OF RAMPART DRILLING WORKS DATE WELL BE ;ED SERVICE CHARGEOF lY~% PEr MONTH Date Received April 27, 1976 Time of Inspection 9:30 a_.m. Date of Inspection 4-30-76 Friday REQUEST FOR APPROVAL OF 5e~ 4. 5. 6. e A. Installed C. Septic Tank: D. Seepage Pit: E. Disposal Field: Distances: Be FOR Cony. Approval requested by: First National BAnk of Anchorage Mailing Address: Post Office Box 720, 99510 Phone: Property Owner: William R. Breedlove Phone: Mailing Address: Star Route A Box 390B Legal Description: Location: Type of facility to be inspected Single Family Well Data: Indi~id~al A. Type ~,~ B. Depth C. Construction~; ~'~~ D. Bacterial Analysis Sewage Disposal System: On-site system B. Installer 1. Size 2. Manufacturer 1. Absorption Area 2. Material Total length of lines A. Well to: Septic tank Nearest lot line B. Foundation to septic tank Lot 7 Block 1 Huffman Subdivision Addition ~1 No, of bedrooms 2 , Absorption area , Other contamination , Absorption area C. Absorption area to nearest lot line__ 169' , Sewer Lines , F~-~3A (1/74/ Paam 1 nf twn Daa~ J,4UNICi?ALIT¥ OF ANCHC)RAGE GREAI'ER ANCHORAGE AREA BOROUGH .... [Nvmo,~,'~[l'~,,,XL 'i:o'n:cnoN Department of Environmental quality ...... 3330 "C" St,, Anchorage, Alaska 99503 - RECEIVi!D. REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES 1. Type of Inspection: 2. Property Owner: Mai.ling Address: 3. Name of Buyer: Mailing Address: 4. Name of Lending Institution: Mailing Address: 5. Name of Realtor or Agent: CMRD VA FHA ~ ~a ~ - ~7~]~Day Phone Day Phone Phone Mailing Address: CONV ~ Phone Legal Description: /-ar 7, Z /o E /, Type of Facility to be inspected: ~ No. Bdrms. 2_ Water Supply Type of Supply: Public Utility Individual If Individual, number of dwellings presently served If Individual, depth of well (gq Sewage Disposal System Type of System: Public Utility If Individual, date of installation Individual (on-site) Fll-fl~7 ~1 /7zll Page 2 of two pages - Re~- st for Approval of Individual er & Water Facilities begal ~Descripti0n Lot 7 Block 1 Huffman Subdivision Addition Comments Approved~/~' ~,.~J~4~ sapproved Date ~-~{ ' 7~ App~ Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date OcLober 4, 1~73 Mr. Vernon E. Huffmaa SCar (Lout~ A, Box 4L)53-.C A~)chora,.je, Alaska ~95:]7 SubjecC: Lo~ 7, 51ock l~ iiuffman Subdivisiu~, ~ I D~ar iir. ?.uffman: T',~] ~d~ar~nl; of £~viron~a~ntal Quality has r~view~d the sui~abiiiCy of t~e subjccC )et for on~-sit~~ se~er an~ ~at~r dis~)osat. A~ the pr~sonc ~i~J~ ~.~ finJ ~aat i c is riel..~nysically ,~ossi~)e Co ~nstal/ an on-~i~-~ se>~er syste~'a dil~goatl si,:e of ~h<~ lot, where ta~ s~epagc F, it would 9o, this v;:ou'ld place prior t~) ?uulic st~w:~r ~<:inS~ availabl<~. Ue r~.~gr~L:t 'Lids situaLion; no~.~vcr, wu diaanccs and Codes,, lihould you Fiavc: qu~sti~ms in regards ~o this or need clarification of i'~as be....~ discuss(Jcl or t~'ie ~h¢'lose~ diagraF~), );-'ic~se cen'Cacc di rectly. Si ncerely, kolf Strickland, Chief Sm~itarian told Enclosure ! I 0 0 'P 0 o I ~0.00 ALAS~<A HIGHVVA Y S TAT E \ S 8D°SD'OO"Vv~ $ ~3°59'00"V~ lO' UTILITY EA5EM£NT ", -BU{LT i? It, is ~J~e responsibility o! the o~,,er oe builder, prior ~'~ con_s:ruc~ten, to verify ~toposed building arade relative to heal grade and uti!i~y eonnectAc~'m and +,o de,ermine the exr~ence-of ~uy ea~e- I~e~t~, covenanL/, or re~t~ctJor~ whO. ch do not ~e ~rded subdl~- ~ vl~p~ on LEGEND: ~) Brass Cap Monument 0 Iron Pipe · Steel Pin · .Ig Survey Hub a Tack LOT SURVEY CERTIFICATION Lot ~ , Block =:~ z't~I F ~- lVl,~u Anchorage Recording Precinct, Alaska REVISIONS D&TE ~r~,,~ ey: DICKINSON-OSWALD ~ Cordovo Street J~t,: Anc~foqe, Alvs~v Ph, ~77-16~5 BY