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Home My WebLink AboutSOUTHPARK BLK 1 LT 4 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELl_ INSPECTION REPORT ROBERT FERMAN / CARIBOU INVESTMENTS NAME MAILING ADDRESS 320 High View Drive, Anchorage, Alaska Lot 4, Block 1, Southpark Subdivision - LOCATION Anchorage, Alaska Manufacturer Material Steel gallons wellFI HOMEMADE: DwellinglnSlde length NO, OF BEDROOMS 4 PERMIT NO. 810582 2 Liquid depth PERMIT NO. DISTANCE TO: Material 36" Foundation N/A Nearest lot line Total length of lines Trench width Material beneath tile S c~e ene~i~R~_~k ~La~J Depth DISTANCE TO: JWeH N/A No. of lines Length of each line 10' Top of tile to finish grade 36"-48" Length Width ~ Crib diameter DISTANCE TO BuddmB foundation DISTANCE TO: Well Class De~th. . 810582 Liquid capacity in gallons PERMIT NO, 11~ inches N/A 600 sf PERMIT NO. Crib depth Total effective absorption area Buildin~foundation Nearest lot tine Driller Distance to lot llne J PERMIT NO. Sewer line Septic tank J Absorption area(s) OTHER PIPE MATERiALS ASB SOIL TEST RATING 150 sf/br INSTAELER LOURIE EXCAVATING REMARKS APPROVED DATE LEGAL KINNEY R. BAXTER, P.E. 7/17/81 Lot 4, Block 1, Southpark Subdivision 72-013 (Rev. 3/78) DEF'RRTi'.IEN'r O. HEFtLTI- FIND EN,,,IRONMENTRL i 3TECTION 8.25 "L¢ STREET, RNCHORRGE., FIK. 9950:L 264-4720 F'ERMIT NO. ,:: .... ---' .. &,~¢l/oS~l C.~, RF'PL ! CRNT ~_BERT FERMFtN LOCR'r ION BLUFF DR. LEGRL LOT 4 BLK i SOUTH PRRK TERR. _,MM E,O,.., i451-[,~ LOT SIZE 2zl-Fl~Fl .=,b~UHR_ FEET ]YPE OF L--,GIL RBSORP]'ION SYSTE,q I_c,,: TRENCH THF ~F-]LIIRE[: -,I~E OF THE SGIL RBSORPTION ,.~=_.I'EM .IL--: THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTRNC:E BETWEEN THE SURFRCE OF THE GROUND RND THE BOTTOM OF THE EXCRVRTION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRRVEL DEPTH IS TFtE MINIMUM DEPTH OF GRR',,,'EL BETNEEN THE OUTFRLL PIPE RN£:' THE BOTTOM OF THE EXCRVRTION ,.'.'IN FEET). PERMIT RPPLI INSTRLLRTION I f.,!Llfl~R OF RESID E,H_,KF ILL IN.~ OF DEPRRTMENT NILL MINIMUM DISTRNCI ±00 FEET FOR R ~ UPON THE TYPE OF MINIMUM DISTRNCE TO R COMMUNITY 5 OTHER REQUIREMEb RVRILRBLE TO INS DJRING THE tND THE [:,EF'END I NG FEET AND aRE E.---.F Z F-.E._. [-.EL-E~1E_.E~. -::-'J .... I CERTIFY THRT 1: I RM FRMILIFIR WITH THE REQUIREMENTS FOR ON-SITE SENERS RND WELLS RS SE]' FORTH BY THE MUNICIPFILITY OF RNCHORRGE. 2: I NILL INSTALL THE SYSTEM IN F-ICCORDRNCE NITH THE CODES. 3: t. UNDERSTFIND THRT THE OH-SITE SENER SYSTEM MRY REQLIIRE ENLRRGEMENT IF THE RESIDENCE IS RF~',lODELE[:, T¢ I[¢EKLLIDE MORE THFIN 4 BEDROOMS. FtFPLtCR.W'T~ F. OE, EF.T FERi'rC'? ~-~-~"MI=IN ~ }/&~ T//~ 7~s ,,, ._ .... . . f Alaska Testlab Anchorage, Alaska 99503 Phone (907) 278-1551 June 8, 1981 W.Oo #A19218 Bounty Development Company SRA Box 470-B Anchorage, Alaska 99507 Attn: John Berggren Re: Lot 4, Blk. I, Southpark Terrace Subdivision Dea~ John: This letter transmitts the additional soils information obtained on the abQve referenced lot in June 1980. An additional test hole, 4-1-C, was placed near the mid point of the lot at its boundary with lot 3. The 1Qg of ~hat boring is included with this letter° The measured perc rate was/10-~__~nutes/!nc~ This rate applies to the layer from 1.0 feet to'~3.0 feet. No water was encountered. The disposal system should not be placed on the lower, western side of the lot because of potentially high gr6und water. If you have any questions regarding this information, please do not hesi{ate to contact our office. ~incere!y, ALASKA TESTLAB Melvin R. Nichols, P.E. Manager Telecopier (907) 272-5742) Test Hole C Lot 4, Blk 1 WO #A19218 Date: 6-24-81 Logged by: Oz Hatch Depth in Feet From To 0.0 1.0 1.0 4.0 4.0 6.0 6.0 13.0 13.0 16.0 Soil Description Peat F-2, brown Silty Sand, poorly graded, damp, medium dense, SM NFS, brown Sand, trace of silt, poorly graded, damp, medium dense, SP F-l, brown Silty Sandy Gravel, poorly graded, damp, medium dense, particles to 3", GM F-4, brown Gravelly Sandy Silt, damp, stiff, NP, ML Bottom of Test Hole: Frost Line: Free Water Level: 16.0 Feet None Observed None 0bserved Remarks: No water while drilling. No water the next day. Test Hole #Lot 4~ Block 1 Table D WO ~A19218 Date: 4/11/80 Logged by: O. Batch D_e_~th in Feet From To 0~0 1,0 1.0 3.0 3~0 10.0 16.0 Bottom of Test Hole: Frost Line: Free Water Level: No___i. Dept~ 5.0 10.0 15~0 Soil D e s c r i.~j_o, n Brown Peat~ damp, soft~ Pt brown Sand~ Silt, (]amp, medi~un dense~ non-plastic ~ F-4, brown Gravell~ S_an_J~_ to 6"~ ML ~ ' F-"I, brown very Silty 30% sand~ 40% gravel, 20% grave]., d particles 16.0 Feet. 1.0 Foot .-" N6~ Observed While Drilling :/ 6.0 Feet 'After Drilling (4/14,/80) Type of Dry Blows/6" M% _S~.~ S_trength_ Group Unified 7 o 9 G N D ML 8.9 G N D F~ 7.9 G N D SM Remarks: 1. 3. 4. 5. Type of Sample, G=Grab, SPT = Standard Penetration, U = Undisturbed. Dry Sfrength~ N=None~ L=Low, M=Medium, H=High. Group refers to similar material, this study only. General Information, see Sheet 1. Frost and Textural. Classification, see Sheet 2. Unified Classification, .see Sheet 3. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES DIVISION OF ENVIRONMENTAL SERVICES CERTrFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL. OF ON-SITE SEWER AND WATER FACILITY 264-4744 Application Date 1. GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Description.~includ.e lot, block, subdivi¢~e, sec.,~.~n, tgwn~.~bip, range) L~cat~oh'(¢ddrdss~ordirecbon~ /~ ~ / ~1 / ~ [/ :::PrOpe~ne~,.~:~ ~'~g Tel~one:~o~e.~:~KY.- - .l~ Bus~ness (C) ~d~mg Id~fit~tio~;~'~/[~:~. Telephone (d) Real EsfAte Co~pady and Agent Address Telephone (e) Mail the HAA to the followina address: or: Check here [], if hold for pick up. List contact person and~ day phone~umber below, t ' ,/ TYPE OF RESIDENCE Single-Family~ Number of Bedrooms Individual Wellzl~l~ "Communi~Public [] Note: If corn m unity well sysiem, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. SEWAGE DISPOSAL Onsite ~' Public [] Community [] Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025 (Rev 8/861 Fronl iBuo!ssaJoJd eq~ u! SUO!SSJLUO JO BJOJJe JOJ elq!suodseJ ~.ou s! eSBJoqouv Jo ,q!lBd!3!un~ eql 'penss! s! a~BO!J!HaO B eJoJeq B~Bp aZkleUe Jo suo!~oedsu] lonpuoo ~,ou op SHHQ ~o saa/,oldLu~ 's~u~LueJ!nbeJ elB~s pub IB~apaj u!B~ao ~S!~BB Ol ~ep~o UJ Suo!lnlJ~su! 5u!puGl ~!9LII pub SeUJOq JO SJesBqoJnd o~/,sa~Jno~ B se S!qlsaop SH HQ eqJ. 'B~SBI¥ Jo 9}81S Gq} U! peJa~s!SeJ JaeujSue iBuo!sse~oJd luepuedepu! uB kq e^oqB S tlde~5e~ed u! ua^!6 suo!}B~u~)seJdGJ eqi uodn ~lUO pesBq Se}Bo!j!pG3 ie^oJddv klpoqin¥ qilBeH sans$! ($HHQ) seo!^J@S UBLUnH pub q~IBaH ~O lu@uJ]JBdaQ eDBJoqouv JO ~l!lBd!o!unlAI eq.L NOIJ. n¥o leUO!l!puoo / iBAoJddv I~UOp,!puoo ~o SLUJ91 p@^oJddes!c] ~ pe^oJddv /~q suJooJpeq ----~- JoJ peAoJddv 'lYAOl:lddY SHHa '9 elenb@pB pub ieuoi~ounj 'e~es s! LUelS,~S Iesods!p JaJBMalBBM Jo/puB ~lddns JeleM el!S-uo qllBeH slq~ 1o uo!ie6!~se^u! kuJ 1Bql ,~JpeA I 'MOleq UMOqB elep UOfIep!feA eql ho se pub oleJeq pex!]ie lees kLU Xq pe!yIJeo sV NOI.LYIAII:IOJNI aNY Y.LYa 'HOlly=IS ~]'llJ 'SISTM ~SNOIJ. O':IdSNI ONlalAOEId INI;;II4 9NII:I::I~INION~] 'g ALASKA i ulRO[lllleI TAL COI1TROL ~qineerinq $ ~uiromentul Studies IFIL June 8, ]987 Department of Heaitiu & Human Services 825 I, Street Anchorage, Alaska 99501 ALLn: Dan Ruth Subjec-:.: Lo~. 4, Block 5., SouLh Park Terrace Subdiv:~sJon On Saturday, June 6, J987 T visited the subject lot to determine whether or not ti~ subject stream had been moved to a dlstanee greater than ~00 feet from the sewer system. It is sow 103 feet ho the closest poJnh to the :~ept~c tank. The logs have been removed from the bazuks of the stream and are piled up on the banks. If you have any questions, please .,feel free ~o call. Thank you. Pr e~4/' dent MUNICIPALITy , ENVIRONMENTAl 0~ ANCHoRA~.j: - o~RVicE~ DiVi~.~' - ~oloN JUN 24 1987 RECEIVED 1200 ~J~sl 33rd Aumu~. Suite [~,~ncbro% Alusku 99503.(907) 561-5040 Anchorage P,O. BUX 196650 ANCHORAGE, ALASKA 99519-6650 (907) 264-4111 TONY KNOWLES, MA YOR DEPARTMENT OF HEALTH & HUMAN SERVICES January 6, 198l Leroy C. Reid Jr., Phd., P.E. Alaska Environmental Control Services, 1200 West 33rd Avenue, Suite B Anchorage, Alaska 99503 I no. Subject: Waiver request for Lot 4 Block 1 South Park Terrace Waiver request No. WR87-005 ~ Dear Dr. Reid: The waiver request for the above mentioned lot for separation distance of the absorption field to the stream has been denied. The required separation of 100 feet cannot be waived to 82 feet at this time. The Health Authority Approval accompanied with this waiver request has been given a conditional approval. The condition is, funds shall be put in escrow to drill two(2) test holes located on the accompanying as-built. Test holes must be'dug to a depth of at least twelve(12) feet showing no ground water. If ground water is existing at twelve(12) feet or above' then the septic system must be upgraded to Municipal Specifications. The water monitoring should be done the month of June 1987. If the results of the water monitoring are satisfactory to us at this time, the waiver request can be be approved. If there are any questions regarding this matter please contact me at D.H.H.S. on my phone~ 264-4860. Sincerely, Daniel J. Roth Civil Engineer On-Site Services MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4744 Application Oate /~ %~J' ~ 1. GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) (b) (c) (d) Legal Description (include lot, block, subdivision, section, township, rar~ Location (address or directions) Mailing Address Real Estate Company and Agent Address Telephone (e) Mail the HAA to the followina address: or: Check here [], if hold for pick up. List contact person and day phone number below. TYPE OF RESIDENCE Single-Family~ Number of Bedrooms WATER SUPPLY Individual Well [] Community ~ Public [] Note: If community well system, must have written confirmation from the State Department of Environ mental Conservation attesting to the legality and status. SEWAGE DISPOSAL Onsite J~ Public [] Community [] Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025 IRev 8/861 Fronl 5. ' ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm ,~JEL_~ '~nt~. Telephone ZG/- 50dO Address /~ ~), ~ ~¢-/ ~/"~ ~. ~~ ~ ¢~ Date /~ - ~/' - ~ Engineer's Seal DHHS APPROVAL z~ ~-~,~,~/~. ~ Approved for bedroomsby ~. Date-~ ¢- C~7/ Approved Disapproved ' Conditional X TermsofConditionalApproval ~E~ ~ST ~ ~/~TEO ~C~ ~ ~ ~ISI~/~L (~R~' CAUTION The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 fray 81861 Back ( ~' MUNICIPALITY OF ANCHORAGE ?~'h,~ DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF rNSPECTION FOR HEALTH AUTHORITY APPROVAL ~-] ._~ OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date /,~- GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, seoti~o~.wJ:~_hip, range) Location (address or directions) (b) Applicant Name ~ /~"-'~½~J Telephone: Home -~/z'~j~ ¢/~/~ Business Applicant Address ¢~/,~YT"// ~//X~ ,.~Z/.//~/ /~,g'- ,,~IC4/~-/ /¢~', ~ (c) Applicant is (check one): Lending Institution []; Owner/builder'S; Buyer []; Other [] (explain); (d) Lending Institution Address Telephone (e) Real Estate Company and Agent Address Telephone (f) Mail the HAA to the following address: 2. TYPE OF RESIDENCE Single-Family~ Multi-Fa,~y [] Other Number of Bedrooms / WATER SUPPLY Individual Well [] Community~J~ Public [] Note: If community well system, must have written confirmation from the State Department of Environ mental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite'~ Public [] Community [] Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72-025 (11/84) Page 1 of 2 ENGINEERING FIRM PROVIDI~ HSPECTIONS, TESTS, FILE SEARCH, D~' '~AND INFORMATION As certified by my sea~ affixed heret~ and as ~f the va~idati~n date sh~wn bel~w~ ~ verify that my investigati~n pf this Hea~th Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. ' Name of Firm /'~---~5, Telephone Address /,~s'g ~ /a~-/%//~/~. ~/~ ~ /~i~/~/ Date DHEP APPROVAL , Approved for 4 bedrooms by Date / -- ~'- -- ~:~Z' Approved Disapproved Conditional ~ Terms of Conditional Approval Funds shall be escrowed to drill two(2) test holes located on the accompanying as-built. Test holes must be dug to a depth of at least twelve(12) feet showing no ground water. If ground water is existing at twelve(12) feet or above then the septic system The water monitoring must be upgraded to Municipal specifications. should be done the month of June, 1987. CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 (11/84) WELL DATA Well Classification MuNtClPAU'fY OF ANcI~)'~IPALITY OF ANCHORAGE (MOA) DEPT. Oi: HeALT~clEAL'?,H AUTHORITY APPROVAL (HAA) pROTECTI ENVip. ONi,~H'fA~- ~[~"IEOKLIST - FEBRUARY 1984 31 284-4?20 Well ~ent (Y/N) Date Completed Yield Total Depth ~ Cased to -- Depth of Grouting -- static Water Level'~,,,,~ Pump Set At -- Casing Height Above Gro[~,,~ ~ Sanitary Seal on Casing (Y/N) Electrical Wiring in Conduit (Y/N)~ /¢ Depression Around Wellhead (Y/N) Separation Distances from V~ell:' ~/(-~/~ Lis To Septic/Holding Tank on Lot ~ ; On Adjoining o -- To Nearest Edg~ion F~ld on Lot "',,~Adjoining Lots __ To Nearest Public Sewer Line To Neares'~P~ic Sewer on ot_ water Samp e Collected by ; Date~'''._ Water Sample Test Results Comme.ts B. SEPTIC/HOLDING TANK DATA Date Installed Standpipes~N) Depression over Tank (Y~_.~ Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well ~ / ~ To Property Line ,/'¢/'¢' To Water Main/Service Line /~ / ¢' Course ~*~ / Size /'~'"~ NO. of Compartments Air-tight Caps~J) Foundation Cleanoutl~) Date Last Pumped ~///¢ ;for ~//f¢' Temporary Holding Tank Permit (Y/N) To Building Foundation / To Disposal Field // To Stream, Pond, Lake, or Major Drainage Comments Page 1 of 2 72-026(11/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed ~"'/ Width of Field Square Feet of Absorption Area Depression over Field (Y(~)~ Results of Last Adequacy Test Type of System Design/ Length of Field '~6 Depth of Field ~' / ~ Gravel Bed Thickness ~/ ~" Standpipes Present (~) Date of Last Adequacy Test Separation Distance from Absorption Field; To Proper~y Line To Water-Supply Well To Building Foundation Lot ,,4,/'/ To Water Main/Service Line To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area To Existing or Abandoned System on ; On Adjoining Lots To Cutbank (if present) ~//,~ Comments LIFT STATION Dar e~ra~;~..~.~.~ /¢ Dimensions Size in Gallons ~ /~//¢¢ Manhole/Access (Y/N) H':~aOt:; ~::~'m~eve, at ~ump 'Vent (y/N) _ Tested for __ __~Cycles during Adequacy Test. Meets MOA Electrical Codes (Y/N) Comments ** Check Permitted Bedroom Rating Against HAA Request I certify that I h.~/~h.~ed,,, v,~fied, or conformed to all MOA and HAA guidelines in effect on the date of this inspectioa. Signed ~-"---(- - ~'f-//-'~ Date /~' '"~/-~ Company /'/'~¢~ ,~ MOA No. Receipt No. ~--~O//~O / ~ Date of Payment /,~/'--~///-~ Amount: $ ~",L-~ ~'~ Page 2 of 2 72-026 (11/84) ALASKA el uiiqo[lmelqTAL COFITROL IFIC. ~l/§,l¢¢rin($ $ ~nuiro~mental §ludies BOB FERMAN 4255 SOUTH PARK BLUFF DRIVE ANCHORAGE ALASKA 99516 SELLER- ~2/31/86 BOB FERMAN 4255 SOUTH PARK BLUFF DRIVE ANCHORAGE ALASKA 99516 60654 LEGAL:SOUTH PARK ~ LOT 4 BLOCK ADEQUACY TEST FOR SEWER SYSTEM ADEQUACY TEST DATE 12/22/86 THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 608 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 600 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 890 GALLONS, BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 4 BEDROOM HOME. SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1250 iS ADEQUATE FOR THIS 4 BEDROOM HOUSE. THE SEPTIC TANK/PACKAGE PLANT WAS PUMPED ON 12/23/86 THIS REPORT DOES NOT VERIFY THE INTEGRITY OF THE PIPING FOR THE WATER SUPPLY OR WASTEWATER SYSTEM. 1200 LUcsl 33rtl Auenu~. Suik [~ · Anchoro§~. Al,sb 99503 ,,(907) 5615040 ALASKA ROrlFneFITAL CODTROL SeRu CeS, Irlc. ~,~9ineeeit~9 $ ~nuiroi~rnenl~l Studies December $0, ~98~ Municipality of Anchorage~ '" ~ O~(~i~. /~z(~Z9 Departmeat of Health and Human Services 825 L Street, Suite 502 Anchorage, Alaska 99501 Re: Lot 4, Block 1, South Park Terrace The above referenced lot consists of a 4 bedroom single family dwelliag served with an individual on-site sewer system and community water. On December 22, 1986, I performed an adequacy test and a Health Authority inspection, See attached adequacy test results. Refering to the site plan diagram, there is a stream that runs through this lot. The separation distance from the stream to the septic tank and trench is 87 feet and approximately 82 feet respectively. The sewer system as-built does not show this stream. The bend in the stream that is closest to the sewer system has a log retaining wall built up on the south bank to keep the stream in its current path. This portion of the stream is downslope from the sewer system. The general contour of the lot slopes from the tank towards the stream, and from the trench, the slope is towards the west. The septic tank is a two compartmeut steel tank. We are requestiag tl~_ the separation distance from the %tream to the septic tank an¢~ab~grption fie.l~ be waived to 87 feet and<82 fe~t~'espectively. If you have an~'~s{'l~]§; ~lease feel free to call me ~t~'5~L5'040. Sincerely, I . Alan Wien Engineering Technician Approved by: 1200 UJesl 33r(I ~uenu*. Suile [~,, ~n~horuqe. ~l~sku 99503 "(907) 561-5040 ALASKA ENVIRONMENTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 SHEET NO. OF CHECKED BY OATE DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREET, SUITE 303 ANCHORAGE, ALASKA 99501 BILL SHEFFIELD, GOVERNOR Telephone: (907) Address: 274-2533 DATE: 12-29-86 PWS I.D.# 213475 To Whom it May Concern: According to records on file in this office the TERRACE S/D Water Regu] ati0n$ SOUTH PARK Water System is in compliance with the State Drinking Sincerely, Michael P. Lewis Environmental Engineer RABBIT CREEK BLUFF PARK~' ~TA) LOT 8 .,. . ~- . : >..v~"~.,'- ? :".'.' "~ I ~ ,' : ~' :'~' ~ 7 ' ',' :.:.:,,....',.~ LOT ' ,_~' ~ :, ::-¢ ..~ * ': .OT 5 - /L LOT 2 PARK APPL~/ ~NT FILLS OUT UPPER HA: iONLY Property Owner Address /~O/~/: ~ip Code Type of Resi~nce ~Single Family Water Supply ~ Individual A~ACH WELL LOG. A w~l log is required for all wells drilled since June 1975. ~ Community For wells drilled prior to that date, give well depth (attach log if available). ~ Public Utility Sewer Disposal ~ Individual Year Indiv~ual Installed: ~ Public Utility When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: ( ~APPROVED BEDROOMS *CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) COND,T~ONAL APPROVA" DATE /- ~ Soils Rating .~ Date Sewer Installed Well TO Absorption Area Well Log Received / ~,.. ~ //~9 .- / /~ --,~? ',~' Well to Tank Septic Tank Size A chov e 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264-4111 GEORGE M. SULLIVAN, MAYOR DEPAR FMENT OF HEALTH AND ENVIRONMENTAL PROTECTION August 5, 1981 Kinney R. Baxter, P.E. % Construction Test Lab 1800 West 48th Avenue, Suite C Anchorage, Alaska 99503 Subject: On-site Sewer Installation Inspection The attached inspection report has two(2) different legal descriptions listed. The permit ~810451 belongs to the legal description of Lot 4 Block 4 Southpark Terrace Estates and this has been inspected and finaled by this department. The legal description of Lot 4 Block 1 Southpark Terrace Estates has a different permit 'number (810582). This has not been inspected or finaled as of this dat~. Please make the necessary corrections, and which legal description did you inspect? If there are any further questions, please call this office at 264-4720. Sincerely, Les N. Buchholz, R.S. Senior Environmental Specialist LNB/ljw cc: Robert Ferman Star Route A Box 1451-D 99507 Test Hole ~Lot 4, Block 1 Table D W0 #A19218 Date: 4/11/80 Logged by: O. Hatch D__e~th in Feet From To 0.0 1.0 1.0 3.O 3.0 10.0 10.0 16.0 Soil Description Brown Peat, damp, soft, Pt F-4, brown Sand~ Silt:, damp, medium dense, non-plastic, ML F-4, brown Gravelly Sandy Silt, 20% gravel, damp, dense, non-plastic, subrounded particles to 6", ML F-l, brown very Silty Sand~ Gravel, 30% silt, 30% sand, 40% gravel, damp, subrounded particles to 6", SM/GM Bottom of Test Hole: Frost Line: Free Water Level: 16.0 Feet 1.0 Foot 'None Observed While Drilling 6.0 Feet After Drilling (4/14/80) Sa. No. Depth I 5.0 2 10.0 3 15.0 Type of Dry Blows/6" M% ~ample. Strength Group Unified 7.9 G N D ML 8.9 G N D ML 7.9 G N D SM Remarks: 3. 4. 5. 6. Type of Samp~.e, G=Grab, SPT = Standard Penetration, U = Undisturbed. Dry Strength, N=None, L=Low, M=Medium, H=High. Group refers to similar material, this study only. General Information, see Sheet 4. Frost and Textural Classification, see Sheet 2. Unified Classification, .see Sheet 3. LOT 4, BLOCK Soils and Ground Water One boring, Test Hole 4-11' was drilled on this lot in the 1980 exploration program. This boring, located on the upper portion of the lot, encountered sandy silt to a depth of three feet overlying gravelly sandy silt to a depth of l0 feet. The gravelly sandy silt graded into a very silty sandy gravel at a depth of approximately 10 feet to 16 feet, the maximum depth explored. No ground water was encountered while drilling, however, several ~-~ [~.> days later a water level of six feet below the ground surface was observed.' It is suspected that this water is from near surface downslope seepage and is not indicative of a general high water table. However, the ground water level is probably high in the northern portion of the lot. A small well ~n~ ~.t~a~.~ns through this area. Two landform units are present on the lot. The upper part of the lot is in a glacial 'till, the eastern portion in a kame terrace alluvial deposit and the northern half of the lot in an alluvial stream deposit. The soils in alluvial deposits consist chiefly of clean sands ~nd gravels and were deposited when much greater .quantities of water flowed down the stream. Test Pit 22 located on the adjacent lot is typical probably of conditions on the terrace western part of the lot and Test Pit 28 and Boring 5-2 typical of the alluvial deposits now ~ccupied by a small stream. Location of Septic System The preferred location of the septic system is the southwest portion of the lot on the terrace deposits. The northern portion of the lot may have a high water table and is close to the stream and the ,~stern part of the lot, less permeable soils. The system should be at least 100 feet away from the stream. The .steep slopes!may require the use of drop boxes or overflow pipes to distribute the effluent. Test Hole I~Lot 4, Block 1 Table D WO #A19218 Date: 4/11/80 Logged by: O. Hatch _Depth in Feet From To 0.0 1.0 1.0 3.0 3.0 10.0 10.0 16.0 Soil Description Brown Peat, damp, soft, Pt F-4~ brown Sandy Silt, damp, medium dense, ~on-plastic, ~LL F-4, brown Gravelly Sandy Silt, 20% gravel, damp, dense, non-plastic, subrounded particles to 6" ML F-l, brown very Silty Sandy Gravel, 30% silt, 30% s~nd, 40% gravel, damp, subrounded particles to 6~, SM/GM Bottom of Test Hole: Frost Line: Free Water Level: Sa. N__o~ pepth 1 5.0 2 10.0 3 15.0 16.0 Feet 1.0 Foot N~ne Observed While Drilling 6.0 Feet After Drilling (4/1~/80) Type of Dry Blows/6" M% S__ample Strength Group Unified 7.9 G N D ML 8.9 G N D ML 7.9 G N D SM Remarks: 1. 3. 4. 5. 6. Type of Sample, U = Undisturbed. Dry Strength, N=None, L=Low, M=Medium, Group refers to similar material, this General Information, see Sheet 1. Frost and Textural Classification, see Unified Classification, .see Sheet 3. G=Grab, SPT = Standard Penetration, H=High. study only. Sheet 2. Test Hole ~22 .D.e~th in Feet From To 0.0' - 1.0' 1.0' - 12.0' Bottom of Test HOle: Frost Line: Free Water Level: Table A WO $~A18753 Logge~ By: J+D. Mack Date:~ 1-9-79 Soil Description Topsoil. Layered San__~ Gravels (GW), and.~ Sand~ (SP), maximum ~9gregate size 5". 12.0' None Observed None Observed 1 2.0'-12.0' 4.0 Type of Dry ~.ample Strength G None Group Unified C GW Re~arks: 1. 3. 4. 5. 6. Type of Sample, G=Grab, SP = Standard Penetration, U = Undisturbed. Dry Strength, N=None, L=Low, M=Medi~nu, H=High. Group refers to similar material, this study only. General Information, see Sheet 1. Frost and Textural Classification, see Sheet 2. Unified Classification, see Sheet 3. Test Hole #28 ~.epth in Feet From To 0.0' v 1.5' 1.5' - 12.0' Table A WO #A18753 Logged By: Date: J.D. Mack 1-9-79 'Soil Description Topsoil. Coarse Sand~ Gravels with boulders throughout Jepth,--~/GP, NFS, damp. and cobbles Bottom of Test Hole: Frost Line: Free Water Level: 12.0' None Observed None Observed ~mple Depth M% I 5.0'-10.0' 4.8 Type of Dry ~ample ~rength G None Group Unifie_____~d C GW Remarks: 1. 3. 4o 5o Type of Sample, G=Grab, SP = Standard Penetration, U = Undisturbed. Dry Strength, N=None, L=Low, M=Medium, H=High. Group refers to similarmaterial,' this study only. General Information, see Sheet 1. Frost and Textural Classification, see Sheet 2. Unified Classification, see Sheet 3. Test Hole #Lot 5, Table H Block 2 WO #A19218 Date: 4/11/80 Logged by: O. Hatch D__e~th in Feet ~rom To 0.5 1.5 14.0 14,0 16.0 Soil Des~.~ption Brown ~eat, damp, soft, Pt F,-4, brown Sand~ ~' .~llt, damp, dense, non-plastic, NFS, brown very Sand~ Gravel, trace silt, 40 to 50% sand, damp, medium dense, rounded particles to 3", saturated at 13' depth, GM/GW F~4, brown Sandy Silt with trace gravel, saturated, non-pl~-~c, ML Bottom of Test Hole: 16~0 Feet Frost Line: 1.0 Foot Free Water Level: '13.0 Feet While Drilling p~rcolation Rate = 1 minute/inch with Water level at 5.0 feet PVC pipe in Sa. Type of Dry No~__~. Depth Blows/6" M% S~mpl___~e Strength Group Unified 1 5.0 13.7 G N C GM/GW 2 10.0 6.3 G N C GW ~ 15.0 12.1 G L D ML Remarks: 1. Type of Sample, G=Grab, SPT = Standard Penetration, U = Undisturbed. 2. Dry Strength, N=None, [,=Low, M=Medium, H=High. 3. Group refers to similar material, this study only. 4. General Information, see Sheet 1. 57 Frost and Textural Classification, see Sheet 2. 6. Unified Classification, see Sheet 3. .I 4-) Design Absorption Area Based on the information available, it is recommended that the system be designed for 150 square feet of absorption area per bedroom. If clean gravel or sand (less th~n 10 percent silt) is encountsred, the absorption area can be reduced to 125 square feet per bedroom.