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Home My WebLink AboutGATEWAY TO THE PARK BLK 1 LT 21 Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page of ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP241024 PID Number: 067-611-07 Dwelling: 0 Single Family (SF) El with ADU F-1 Duplex (D) n Two Single Family Project: n New 0 Upgrade Name FREDDIE MAC SEASONED LOANS... ABSORPTION FIELD — EXISTING N Deep Trench El Wide Trench n Bed n Mound Site Address 1840 MOUNT YUKLA CIR, EAGLE RIVER El Other Phone Bedrooms Soil Rating Total depth from original grade 71 7� 4 GPD/SFI Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft, Subdivision Block Lot GATEWAY TO THE PARK 1 21 Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line Ft I I Ft. Well 50'+ 25'+ TANK M Septic El S.T.E.P. 171 Holding ED Other ADVANTEX Manufacturer ANCHORAGE TANK Capacity 1500 Gal. Surface Water 50'+ Material EPDXY STEEL Number of compartments 2 Lot Line 5'+ NA Foundation 10'+ LIFT STATION Manufacturer ORENCO Capacity 1500 Gal. Remarks Alarm location BASEMENT Electrical installed by CAPSTONE PIPE MATERIAL House to tank 3034 drainfield Tank to 3034 Installer A+ Drainfield CO/MT 3034 Inspector FWC BENCH MARK (Assumed elevation) 100 ft Inspection 1s' 05/28/24 nd 05129/2024 dates: 2 Location and description 3 rd 4 th ITOP OF AX20 POD ON -SITE WATER AND WASTEWATER SECTION APPROVAL Aw A4 k� Conditional Approval: Date 7H . ......... .. .. .... ......... Septic System Approved (, • curbs Huffman 0- - Date CE 128991 & Alle AW . A., .12/10/24. A1W klk�, Note: this approval does not include well permit requirements. NN, Rev 05/02/18) PID:067-611-07 PERMIT: OSP241024 P � ME11® pa APPROX WELL 8 3# 45.2 a�4 3, LOT 16 "" BLOC K 1 2' CANT. 0 w RAous a 2 LOT 21 BLOCK1 UAWPNORT0� ma NA n i CRtiti� 0� O � A. .y LOT 22 W N RAM BLOCK 1 com STAM ANY MWAM jV 50' TREE oOFF Ego• i U! SETBAC �CONSTRU M v CO D APPROX WELL APP M W TAW ! IWALLm A 15OD—M EPDXY*p UUAPPROX WELL (uTAW Im ` v1m TAU '• AM PM GYNST LOT 17A NEWrr EaT Qb AB paomnIDON ` E BLOCK 1 qOUUMF mom TO AROUND 1E/Jt CAIN 4W PEA / YOA 9om AEo., 'i 7m 1 (10'x25' U11LI ;MT.) 7 TL.sr�sT.D'ED _ —III 'm""m FM ORMAGE (10 DRAINAGE ESMT.) +,, s `� DRAINAGE ESMT.) A—C=110.7' B—C=83.1' FCOeToOTTANK A—D=144.7' FCO DOD Co Go MT Co B-11=115.8' fM 9%2 MH B4 MH -FINAL GRADE A—E=188.2' AxzO Poo B—E=156.3' s A—F=195.2' EXISTING REM LOCATED AND B—F=162.7' 94.30 1500 STEEL TESTED SATISFACTORILY. No E ADVANTEX NEW FIELD REWIRED OR NEEDED. A—G=220.6' TANK B—G=186.2' A—H=221.5' SEPTIC SECTION B—H=186.8' SCALEt NTS GATEWAY TO THE PARK BLOCK 1, LOT 21 SUPPORT SERVICES: .►�\ PREPARED FOR: j�� OF AZ< , FREDDIE MAC SEASONED LOANS... 1840 MOUNT YUKLA *� 9 TH� EAGLE RIVER, AK 99577 L/ ' — -t 4" FIRST WATER CONSULTING DATE: 12/10/2024 /` t;s Hufgman / SURVEY: RGJ CE 128991 4 13030 SUES WAY DRAWN: FWCS , 12/10/24�. ANCHORAGE, AK 99516 SCALE: 1" = 50' \ 907-350-9566 FirstWaterAK@gmail.COm PAGE: 1 of 1 ` sst°��' ''�' MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 hftp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP241024 Work Type: Septic Upgrade Tax Code Number: 06761107000 Site Legal Address: GATEWAY TOTHE PARK BLK 1 LT 21 G:1005 Site Mailing Address: 1840 MOUNT YUKLA CIR, Eagle River Owner: FREDDIE MAC SEASONED LOANS STR Design Engineer: FIRST WATER CONSULTING This permit is for the construction of: Effective Date Expiration Date: ent `o ^v t�epartmenr Lot Size in Sq Ft: Total Bedrooms: 5/14/2024 5/14/2025 59099 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: • COSA, OSC241061, to be issued concurrent with IR approval. Reeeived-By: .1- �. !� uc rl f�� Issued By: Date: Date: Z` 4 MUNICIPALITY OF ANCHORAGE C�'rf {` Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 067-611-07 Property owner(s) FREDDIE MAC SEASONED LOANS... Day phone Mailing address 1551 PARK RUN DRIVE, EAGLE RIVER, AK 99577 Site address 1840 MOUNT YUYKLA CIRCLE, EAGLE RIVER, AK 99577 Legal description (Sub'd., Block & Lot) GATEWAY TO THE PARK BLOCK 1, LOT 21 Legal description (Township, Range & Section) Lot Size 59099 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial ❑ Single Family (SF) El (w/wo AD U) Septic Tank 0 Upgrade ❑ X Duplex (D) El Holding Tank El Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 4,59Ei Waiver Fees: Date of Payment: Zlz l -z ' i Date of Payment: Receipt Number: 5/02Ll3 Receipt Number: Permit No. _n?10'2 I Z� Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / FirstWaterAK@gmail.com ! February 26, 2024 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT LEGAL: GATEWAY TO THE PARK BLOCK 1, LOT 21 We have been requested to conduct a septic design to upgrade the existing septic system on the above referenced lot. We propose to remove and replace the existing trench in combination with an AdvanTex system to serve the proposed 4-bedroom residence per the attached design. The design is based on the Municipality of Anchorage (MOA) record documents including existing MOA permitted design, test hole and other data. No groundwater was observed at excavation or monitoring of this 5/5/1998 test hole. If the existing field is found and tested with an acceptable septic adequacy test for a 4-bedroom field, the absorption field may or may not be installed. The slopes are moderate at 5-10% at the proposed upgrade location, but with increased slopes downgrade that will be less than the steep slopes as described in code and will meet or be installed per AMC 15.65210B4 steep slope sub section requirements. The lot and area are served by private water with no known private wells within 50’ of the proposed septic system. Based on visual winter observations and review of available information, the design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241024, Deb Wockenfuss, 05/14/24 3 3 .3' 46. 0' 6.1' 20. 3' 2 4 .3' 25.9' 1 5 . 1' 40.4' RES I DEN C E 2' CANT. APP R OX. CREE K RADIUS 100' WELL SETBACK 50' "CREEK" APPROX WELL APPROX WELL APPROX WELL APP ROX. CREEK FIRST WATER CONSULTING DESIGN CALCS (REMOVE & REPLACE-RR): NO WELLS WITHIN 50' OF PROPOSED FIELD & LOCATIONS ARE APPROXIMATE. STAKE 50' CREEK/SURFACE WATERS, WELL RADII, PROPERTY LINE, & OTHER SETBACKS AS REQUIRED OR NEEDED. . GATEWAY TO THE PARK BLOCK 1, LOT 21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241024, Deb Wockenfuss, 05/14/24 APPR OX. CRE E K RADIUS 100' WELL SETBACK 50' "CREEK" APPROX WELL APPROX WELL FIRST WATER CONSULTING DESIGN DETAILS: GATEWAY TO THE PARK BLOCK 1, LOT 21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241024, Deb Wockenfuss, 05/14/24 LOT 15 ' BLOCK 1 PLAT #82-251 ' EsM� , - Y CREEKII i 63.1' 0, U 83.3' ' 45.2'5 abo Co 2' 0 CANT. •�� LOT 16 o BLOCK 1 z PLAT #82-251 Z LOT 21 BLOCK 1 0 0�CO m opo- c� 100' WELL j", o LOT 22 RADIUS N clvBLOCK 1 N PLAT #82-251 41 N I � W I NO SEPTIC PIPES FOUND. TANK & FIELD LOCATION PER 1998 MoA ON-SITE INFORMATION_ I I I LOT 17A BLOCK 1 /�/ (10'x25' UTILITY ESMT.) PLAT #83-526 / / / _(10' DRAINAGE ESMT.) — / (10' DRAINAGE ESMT_) /---------------� 55.54� lR, 50.0 m F ! /ESM / �� I F PP C SNA m UK(15' UTILITY ESMT.) `2 ! Y[�cHA I �— LOT 23 ' LOT 20A I C "' Lam, � BLOCK 1 ' BLOCK 1 m / PLAT #82-251 ' PLAT #83-526 � 17 ASPLS MORTGAGE LOCATION SURVEY NOTES: NO TITLE REPORT WAS PERFORMED FOR THIS SURVEY, EASEMENTS SHOWN PER THE RECORD PLAT. THERE MAY BE ADDITIONAL EASEMENTS NOT SHOWN HEREON. THIS MORTGAGE LOCATION SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH ASPLS MORTGAGE LOCATION SURVEY STANDARDS. IT IS A REPRESENTATION OF THE CONDITIONS THAT WERE FOUND AT THE TIME OF THE SURVEY. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. THE INFORMATION CONTAINED IN THIS DRAWING SHALL NOT BE USED TO ESTABLISH ANY FENCE, STRUCTURE, OR OTHER IMPROVEMENTS. UNLESS GROSS NEGLIGENCE IS DISCOVERED, THE LIABILITY EXTENT OF THE PREPARER SHALL BE LIMITED TO THE AMOUNT OF FEES COLLECTED FOR SERVICES IN PREPARATION OF THIS PRODUCT. LEGEND ( ) RECORD DATA PER PLAT #82-251 O FOUND 5/8" REBAR, NO CAP — EDGE OF PLOWED ROAD/DRIVEWAY - E —E: - OVERHEAD UTILITIES P POWER POLE Ew WELL 8 4" ABS/PVC SEPTIC PIPE M DECK of 50' 1001 SCALE: V= 50 FEET (11"x17") WINTER SURVEY NOTE: +/- 3.5 FEET OF SNOW ON-SITE AT TIME OF SURVEY. ONLY VISIBLE IMPROVEMENTS SHOWN HEREON. _"F A�gsl *. •49TH ............. ••Ryan G. Johnson: r�+,.• No. 19215910 2/24/2024.'S�AW AS -BUILT OF: Municipality of Anchorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ~ ~ c~ ~0 j .~-~ PID Number: 0 L5 '~ -- ~ ~J- ~ Name: ~~O,?~y ~C]~ Wastewater System: ~New ~ Upgrade Address: p ~ ~ I~ ABSORPTION FIELD Phone: J No. of Bedrooms: ~ ~D~p Trench ~ Shallow Trench ~ Bed ~ Mound ~ Other LEGAL DESCRIPTION so,, Rating:~- ~ GPD/Sq. Ft. Total~jtDepth from original grade: Su~iv~ion: ~pth to pi~ ~om from original grade: Gravel depth ~n~th pipe Township: Range: I S~tion: Fill add~ above original grade: Gravel length: WELL: ~ New ~ Upgrade Gravel width: ~ ~ Numar of lines: Di~n~ ~ lin~: Claymation (Private, A,B,C): Total Depth: C~ To: Total absorption area: Pi~ material: Yield: Pump ~t at: [ ~i~g ~ight ~ve Ground: SEPARATION DISTANCES ~Septic ~ Holding = S.T.E.P. TO ~ptic Ab~tion Lift Holding Publi~d~te Manufacturer:~ ~ ~ ~paciW in gallons: Weft ]D~,~ tOO,~ ~ ~, Matedal: ~ ~Ce/ Numar of Compa.ments: ~ Su,.ce LIFT STATION Fou.dation tC~, ~ ' ~ ( "Pump on" ,eve~mp o~' level at: High water ala~ at: Remarks: BENCH MARK L~tion and Description: ,nspecz,ons penormea Dy: .......... ua[es:ls~ %/~/,"-,~' " '~c '~ Depadment of He~th~nd Hu~ Se~'ces app ~ t -~-~ ~'~,''- ,..','" -'~ 72-013 (Rev. 9/91) MOA 25 / P~.~IT ~0.SW980157 ?A~E 2 O~ 3 Municip. ~[i¢ o? Anchorooe DEPARTHENT OF HE~_THAND HUPTAN SERVICES ENVIRONHENTAL SERVICES DIVISION · P.D. Box lC~6650 e_Anchorage° At~sk~ c)~51c)-6650 · Te[el~hone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEIfl AND/OR WELL INSPECTION REPORT LOT 21, BLOCK 1, GATEWAY TO THE PARK P.i.D. No. 067-611-07 NO. SW980157 p~t,.~ 3 OF 3 Munici~. aLi~ oF Anchoraae DEPARTMENT OF HEALTHAND HUMAN SERVICES ENVlRONHENTAL SERVICES DIVISION P.D. Box ]96650 eAnchorage, A~aska 99519-6650eTe~ephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEH AND/OR WELL INSPECTION REPORT LOT 21, BLOCK 1, GATEWAY TO THE PARK p~n,#O. 067-611-07 ST1 98.4' ST2 FINAL NEW ~ S.T. 92. GRADE A B FCO - 21' ST1 187' 187' ST2 193' 193' DBL1 '194' 195' DBL2 196' 196' COt 115' 107' My 217' 220' C02 217' 22o' C02 MT 90.7' 82.9' MT CO C02=94.6' INSULATION TH· BOH 76.9' NO WATER FOUND M-W DRILLING, I~. P.O. Box 11037a e 103,.'~ Cid Se~&rd Hioflwzy (907) 349-8535 ANCHORAGE. ALASKA 99511 DRILLING RECEIVED WeHOwner KENNY AHP BONNY NEL$ON~ CAD ENTERPRISES U~e of Well n~M~-~'~TC Loeatian (address of: Tovalship, RanEe, Section, if lmown; or distance raein LO~ ,21 f BLOCK 1 t GATEWAY TO THE PARK S/D: MT. EAGL~ RIVER, ALASKA St~e o~ ,'--i,,E 6" nepth of Hole 1 58 feet Screen ( ); Per~or&t~l ( , :,~: }~ Cased suHace, lr'lnish of well (check one) open end ( X Well ptlmpin~ test &~~ ~ ~ (minute) for 1 hours with lOOt of drlwdovm tro~ static~ -,;~-1[":!~-! 'AS BUILT NOTES-' W~LL DRY GROUTED WITH 2 SACKS OF BENTONITE CLIPS Date of completi Depth in feet from i~'ound sur!___~'e__ G~ ~ of ~rmatio~s penetrated, size of material, color and hardness 2 TO 20 ~ ~1. 'BROWN SILTY COBBLEY 100 TO 102 TO_ 129 ~O 156 TO _~ .. TO ,TO 156 1S8 ); 3 -- CONTRACTOR SHALL GRAVIS: SiLTy DI WET - 3GPM - WOULD NOT CLEAN BEDROCK: GREY~ SILTSTONE ARGILLITE, FRACTURED, WATER ~ SATURATEO ROBERT C. COWAN, RE. ROBERTA. SHAFER, P.E. Date: CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 SEWER & WATER INSPECTION SOIL TEST TEST STRUCTURAL & ME~ INSPECTIONS ON,SiTE W~TEWATER Municipality of Anchorage DEP~RTMENT OF HEALTH AND HUMJ~N SERVICES 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 RECEIVED Mumc~pah[y ot Anchorage Oept. HeaJth & Human Services The septic ingpeGtions for t~e ~eferenced property were performed on ~/~7/g~ and ~/D~/9~ . Prior to submitting the On-site Wastewater Disposal System and/or Well Inspection Report we are waiting for the ~55~.~? $~ve¥ to be completed. If we may be of further service please contact us. Sincerely, Robert C. Cowan, P.E. 17034 NORTH EAGLE RIVER LOOP * SUITE 204 * EAGLE RIVER, ALASKA 99577 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL ~ WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW980157 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:NELSON KENNETH & BONATY OWNER ADDRESS:P. O.BOX 111254 i~NCHORAGE AK. 99511 DATE ISSUED: 6/08/98 EXPIRATION DATE: 6/08/99 PARCEL ID:06761107 LEGAL DESCRIPTION: GATEWAY TO THE PARK BLK 1 LT 21 LOT SIZE: 59099 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR ~ CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHEDAPPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM LTNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIi~L PROVISIONS. SPECIAL PROVISIONS: ',ll'lCERIl'l~ ROBERT C. COWAN, P.E. May 26, 1998 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 SEWER&WATER MNN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES REPORTS WELL INSPECTION & FLOW TEST SITE PLANS SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ONSITE W~TEWATER DiSFOSALSYSTEM D~SIGN MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 21, Block 1, Gateway to the Park Request you issue a permit to install a septic system and drill a well to serve the proposed three bedroom house on the referenced propert3~. One test hole was excavated and a percolation test performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation 5/5/98, no water was encountered in the test hole. After seven days ground water monitoring the monitoring tube was checked and the hole was found to be dry. Ground water was checked again on 5/12/98 and was found to be dry. We do not anticipate any adverse effects on neighboring wells, septic systems or drainage pattems by the installation of the proposed septic system There are no points of contamination within the proposed well radius that can be seen on the attached site plan. If you require additional information, please contact us. Sincerely, RCC/mg Enclosure 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577 1" = 60' SCALE DESIGN \ PERFORMED FOR: LEGAL DESCR~PT,ON~ /-- ~ / 3 4 7 8 10 12 13 14 17 ---------- ,O. . 18 19- 20- Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST /) ~--?,4~E ~,4wT°wnship' Range, Section: SLOPE WAS GROUND WATER ~.~ ENCOUNTERED? iF ~E~, AT ~RAT ~ ~O DEPTH? E Depth t~ Water ~kd~,r Monitoring? SITE PLAN I Gross Net Depth to Net Reading Date Time Time Water Drop z.. /-/.,4,,,./ ~ ,, ,/,/~, PERCOLATION RATE __ TEST RUN BETWEEN __ (mmutesnnch) PERC HOLE DIAMETER __ C, COMMENTS PERFORMED BY: I~A~ _~=~1.~. ~..' ...~_../__~ .D._~I__ ~_~. ~ '/~.~ vJ/~__.~ _/ -L~ CERTIFY THAT~IS T~T WAS PERFORMED IN ACCORDANCE WITH ~~I~GUIDELiNES IN EFFECT ON THiS DATE. DATE: ~ / ~ /~ ~ 72-008 (Rev. 4/85) MUNICIPALITY OF ANCHORAGE Development Services Department Phone: (907)343-7904 On -Site Water & Wastewater Section Fax: (907)343-7997 Certificate of On -Site Systems Approval OSC241061 Parcel ID 067-611-07 Expiration Date: 77 � �. Legal description GATEWAY TOTHE PARK BLK 1 LT 21 site address 1840 MOUNT YUKLA CIR Current property owner(s) FREDDIE MAC SEASONED LOANS STR X The On -site system(s) is/are approved for 4 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or conditions: By: This system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Service Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's submittal. ATTACHMENTS: COSA Checklist Absorption Field Advisory Tank Age Advisory Other X Well Flow Advisory Nitrate Advisory Arsenic Advisory MUNICIPALITY OF Development Services Department On -Site Water & Wastewater Section Phone: 907-343-7904 Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 067-611-07 Complete legal description GATEWAY TO THE PARK BLOCK 1, LOT 21 Location (site address) 1840 MOUNT YUKLA CIRCLE, EAGLE RIVER AK 99577 Current property owner(s) FREDDIE MAC SEASONED LOANS... Day phone 2. ON -SITE SYSTEMS SIZED FOR 4 BEDROOMS 3. TYPE OF WATER SUPPLY: ® Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel ® Plastic ❑ Concrete ❑ Fiberglass — PENDING ADVANTEX FAP 2.0 /F VVI Age -•F'ENBfNG - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ® AWWTS ❑ Bed ® Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: ❑ Distance: By applying for this entitlement, this property is subject to inspection by municipal On -site staff to verify the accuracy of the information provided. COSA Fee $ s j 0J Waiver Fee $ Date of Payment 3 / 3 / r1, Date of Payment COSA # Waiver # COSA Application.doc COSA Checklist Legal Description: GATEWAY TO THE PARK BLOCK 1 LOT 21 Parcel ID: 067-611-07 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system A. WELL DATA ® Well log is filed with Onsite (or attached) Well production at time of test 9.8 gpm Date drilled 9/28/1998 Total depth 158 ft Water storage tank volume NA gallons Cased to 156 ft Well disinfected for coliform test? ® Yes ❑ No ® Sanitary seal is functioning correctly ® Coliform bacteria is Negative ® Wires are properly protected Nitrate 1.50 mg/L ❑ Nitrate less than MRL (ND) Casing height (above ground) 18+ in. Arsenic ug/L ® Arsenic less than MRL (ND) Date of flow test for COSA 2/15/2024 Collected by Sullivan Date 2/16/2024 & 2/22124 Static water level at beginning of test 69.9 ft. Comments SULLIVAN PERFORMED WELL FLOW TEST — PLEASE SEE ATTACHED. WELL WAS ALSO SHOCKED / CHLORINATED BY SULLIVAN FOR COLIFORM TEST. B. TANK DATA Measured operating fluid level in septic tank NA Date of pumping NA NEW ADVANTEX TANK ❑ Required maintenance completed, if AWWTS Comments: EPDXY STEEL C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA - WAS ABLE TO FIND EXISTING FIELD & NO NEW ABSORPTION FIELD REQUIRED Which system tested (date installed) 8/29/1998 ® ALL standpipes present per record drawing Total measured depth from grade 11.6 ft (max) Measured depth to pipe invert from grade 4_7 ft (min) ❑ N/A — pressurized field. ❑ Per record drawings, field is insulated. ❑ Monitor tubes (MT) go to bottom of effective (ED). If not, state depth into effective 6_9' ® Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced 2000 gallons 5/30124 date Any rejuvenation treatment (past 12 months) N If yes, enter date Adequacy test date 5/31/2024 Results E Pass Fluid depth prior to test 3 in Water added 1000 gal New fluid depth 27 in Elapsed time 45 min Final fluid depth 3 in Absorption rate 600 gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) 90 in (MOA 7.5' ED) Effective depth used 110 in (Missing ED + Final Fluid Depth) Effective depth (ED) remaining 80 in Comments/Deficiencies: New MT & end CO installed & field tested for 4BR. Approximate total measured depths from existing grade. ED per elevation measured shots. MOA record does & appears approximately that 7" ED is missing - not measurable. COSA Checklist FINAL.docx 1;=449_11tcT__��C�1i[7_E From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout > 100' ❑ Yes if No *50+ ft ® Yes if No ft Neighboring Tank > 100' ® Yes if No ft Private Sewer/Septic Line > 25' ® Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No *50+ ft Holding Tank > 100' ® Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' ® Yes if No ft ® Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ® Yes if No ft ® Yes if No ft ❑ NIA — Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Surface Water > 100' ❑ Yes if No *50+ ft Tank to Property Line > 5' Field to Property Line > 10' Water Main > 10' Water Service Line > 10' F. ENGINEER'S COMMENTS ® Yes if No ft ® Yes if No ft ® Yes if No ft ❑ Yes if No *50+ ft Wells on Adjacent Lots: Private Wells > 100' Community Wells > 200' ❑ Yes if No *50+ ft ® Yes if No ft If tank or field is under driveway comment below *MAY MEET CONVENTIONAL SEPARATIONS BUT SYSTEM MEETS CATIII SEPARATION DISTANCE REQUIREMENTS. G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines, indicates that the on -site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Engineer's Printed Name CURTIS HUFFMAN PE Date 12/10/2024 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & FWCS COSA Checklist FINAL.docx ' ,.r izo Curtis Huffman .� CE 128991 •cam/ d�.. a;/10/;4 •'cLav �1lk�, PROFi ssO` MUNICIPALITY O ANCHORAGE 1y . o�, . THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this Day of _ r of 201A, by and between n_�OcInAaM , herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as AN ADVANTEX SYSTEM located at (legal description) ' + • : .` • • (Owner is required to read, understand and initial each section) `K0, Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of perforniing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. - N—C— It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/ 18/2018) Page 1 of 3 Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 W - Q -7 NER: Byw.'rub (signature) �(print name) STATE OF ALASKA ss. THIRD JUDICIAL DISTRICT Date: The foregoing instrument was acknowledged before me this day of 201-,byA�---v 'A ----- - ----- NORY PUBLIC FOR ALASKA - - My Commission expires: "AL C�,/Z-n 3 (signature) Tt L--,S __(print name) i L AMY C. DUCKWOPTH Notary Public State of Alaska My Commission Expires Jan 2028 29 n 26 j Date: 7 &1) 2- Title- C. t v I c- (rev. 05/18/2018) Page 3 of 3 LO T 16 BLOCK 1 PLAT #82-251 LOT 15 ' BLOCK 1 PLAT #82251 EsM� CREEK \ LOT 22 BLOCK 1 PLAT #82251 ASPLS MORTGAGE LOCATION SURVEY NOTES: NO TITLE REPORT WAS PERFORMED FOR THIS SURVEY, EASEMENTS SHOWN PER THE RECORD PLAT. THERE MAY BE ADDITIONAL EASEMENTS NOT SHOWN HEREON. THIS MORTGAGE LOCATION SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH ASPLS MORTGAGE LOCATION SURVEY STANDARDS. IT IS A REPRESENTATION OF THE CONDITIONS THAT WERE FOUND AT THE TIME OF THE SURVEY. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. THE INFORMATION CONTAINED IN THIS DRAWING SHALL NOT BE USED TO ESTABLISH ANY FENCE, STRUCTURE, OR OTHER IMPROVEMENTS. UNLESS GROSS NEGLIGENCE IS DISCOVERED, THE LIABILITY EXTENT OF THE PREPARER SHALL BE LIMITED TO THE AMOUNT OF FEES COLLECTED FOR SERVICES IN PREPARATION OF THIS PRODUCT. LEGEND ( ) RECORD DATA PER PLAT #82-251 O FOUND 5/8" REBAR, NO CAP —GRAVEL DRIVEWAY - E — E -OVERHEAD UTILITIES cn CD P POWER POLE Ow WELL � I o SEPTIC PIPE z I O SEPTIC TANK ACCESS LID m ATu ADVANTEX UNIT m DECK � I LOT 17A � / OLD PIPE I BLOCK 1 /�/ (10'x25' UTILITY ESMT.) PLAT #83-526 / , DRAINAGE ESMT.) — / _(10' (10' DRAINAGE ESMT_) E 55.54,50 I o ESM� -y O UNT e PP i � (15' UTILITY ESMT.) 31 YUC'KLA LOT 20A ' �I��K l BLOT BLOCK 1 ' / PLAT #82251 PLAT #83-526 of 50' 1001 SCALE: V = 50 FEET (11"x17") �_" F. A�gsl ••Ryan G. Johnson; r�+,.• No. 192159 �l 613/2024.•S � AS -BUILT OF: Date: 2/15/24 P.O. Box 670269 Chugiak, AK 99567 P: (907) 688-2759 F: (907) 688-2259. Brent Western 1840 Mount Yukla Cir, Eagle River FLOW TEST REPORT Static: 69.9’ GPM: 9.8 DRAW-DOWN: 54.4’ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 Parcel I.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING 067-611-07 HAA # /~ ~c~ 1. GENERAL INFORMATION Complete legal description Lot 21, Block 1, C~teway To The Park S/D Location (site address or directions) NHN Mt. Yukla Circle Property owner Mailing address Lending agency Mailing address Agent Address Clay Dahl Day phone 1-907-373-1880 1830 E. Parks Highway, Suite 617, Wasilla, AK 99654 National Bank of Alaska/Michelle Ca~hone 257-3621 PO Box 107025, Anchorage, AK 99510 Day phone NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community well Public water Unless otherwise requested, HAA will be held for pickup. 3 NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: NOTE: Individual on-site Holding tank Community on-site Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025(Re~.1~1) Frae4 MOA#21 STATEMENT OF INS..PECTION BY ENGINEER 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 application 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. S & S ENGINEERING Name of Firm Address Eagle River, Alaska 99577 Engineer's signature ?. DHHS ..SIGNATURE W ,or Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Additional Comments Date 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 DHH$ 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 won~. 72-02~(~ev. 1/91) Oac~ MOAr~I £CE[VED Municipality of Anchorage APR 1 2 DEPARTMENT OF HEALTH & HUMAN SERVICES ,. A~C.H Environmental Services Division MU~C~pAUTY OF , NV II~;)[~NTAI- SERVIC~ 825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 343-4744 Health Authority Approval Checklist Legal Description: LO T' ~ ~ ~ ;- ~ ¢ ~ ! Parcel I.D.: A. WELL DATA Well type r~/~ / v/-) )'~ Log present (~/N) ¥ ~g J- Total depth I .~' ~ If A, B, or C, attach ADEC letter. ADEC water system number Date completed ~'/ ~ ,~ / cl ~' Cased to ! ~-/o Casing height (above ground) Sanitary seal ~N) ¥ ~ 5 FROM WELL LOG Date of test ~'1 / ~ ~ / ol ~ Static water level %' ~/ Well production (~ g.p.m. Wires properly protected ~'/N) AT INSPECTION g.p.m. WATER SAMPLE RESULTS: Coliform O Date of sample: H / -// ~ ~ B. SEPTIC/HOLDING TANK DATA Date installed "~ /;-$ / 9 ~ Tank size Foundation cleanout ~1) ~ g- ~ Date of Pumping r~ /~ -/v~...~ Pumper Nitrate I, ~' ;~ ~ Collected by: Other bacteria 42 $ & S ENGINEERING 17G$4 E,~;. R;ver Loop Road No. zu4 Eagle River, Alaska 99577 ) C 00 Number of Compartments ~- C eanouts (~N).__ Depression (Y~) ~J 0 High water alarm (Y//~ .~j c C. ABSORPTION FIELD DATA ~/[ ~-? ' / ¢/ ~ Soil rating ~/ft~?or ff~/bdrm) /. ~- System type 3~ R ~ Date installed Length '~ ..g"' Width '~ ' Gravel thickness below pipe '7 '/~. Total depth I Effective absorption area ~ '7 _~ ~ r Monitoring Tube present(~/N) ¥ ~- ~ Depression ever field (Y(~ Date of adequacy test ,~ / 4 - ~ ~ ~ Results (Pass/Fail) ~ For Fluid depth in absorption field before test (i~i~~mediately after gal. water added (in.): Fluid depth '~s later: Absorption rate = q.p.d. Pe~nt (past 12 months) (Y/N) If yes, give date bedrooms 72-026 (Rev. 3/96)* D. LIFT STATION Date installed Manhole/Access (Y/N) High water alarm level at* Cycle~ E. SEPARATION DISTANCES Size in gallons ~ ff" level at* *Datum SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot ] 0 o -/'- Absorption field on lot /~) o '+- Public sewer main Sewer/septic service line On adjacent lots On adjacent lots Public sewer manhole/cleanout Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Foundation ,/(~ / Property line ~ 5- Absorption field Water main/sentice line / 0 ~' Surtace water/drainage J 0 0 Wells on adjacent lots /oo -t- /0 -~ I SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line ~ ~, Building foundation I '7 ~ Water main/service line Surface water ! D o -~ Driveway, parking/vehicle storage area Curtain drain /~ ~ ,.~ ~_ ~c ~' o ~ ~v~ Wells on adjacent lots / O o ENGINEER'S CERTIFICATION I certify that I have determined thru field inspections and review of Municipal recoros...4~]~c.~_..a~ov~,: ~e~,,s are in conformance with MOA.H~ gpi~es in effect on this date. Signature Date ~ /1~/ ~ HAA Fee $ Date of Payment Receipt Number Waiver Fee $ Date of Payment Receipt Number 72-026 (Rev. 3/96)* nicipalitYof Anchor ¢ P.O. BOX 196650 ANCHORAGE, ALASKA 99519-6650 (907) 264-4111 TONY KNOWLES. MA YOR DEPARTMENT OF HEALTH & HUMAN SERVICES December 18, 1986 Alan C. Wien 1200 West 33rd Avenue, Suite B Anchorage, Alaska 99503 Subject: Lot 21 Block 1 Geteway to the Park Request for Approval of Proposed On-site Sewer Facility Dear Mr. Wien: I have reviewed the site plan, soils test and water monitoring data for the subject lot. As you know, given the percolation rating of this lot, 6000 square feet of area to be reserved for on-site disposal are required in order to obtain a wastewater disposal permit for a four bedroom dwelling. This area is to be determined exclusive of well, surface water, and property line setbacks. There is no provision in the ordinance for waiving this requirement. Clearly the presence of the two streams shown in the site plan for the subject lot have eliminated most of the area useable for wastewater disposal. The 100 foot setback required to these two streams has left only 3400 square feet of reserve area available for on-site disposal. A permit could therefore not be granted to allow a four bedroom system on the subject lot. We have discussed a number of measures that could be undertaken to remedy the problem with setbacks to the two streams on the property. You have indicated that the stream on the northern part of the property is quite small and that slope conditions would allow for the construction of a french drain to convey this water under the surface of the ground. Assuming that this system can be engineered and constructed in a manner to eliminate this surface water, the required setback would be reduced to 30 feet (this is the setback required to upslope curtain drains). This would increase the available reserve area to approximately 6000 square feet according to your site plan. In order to obtain a permit for the subject lot, further water monitoring is required. Post-breakup monitoring data must be submitted to better determine the seasonal high water level. All septic systems must be designed to meet a four foot separation to the seasonal high water level. It must be demonstrated that two feet of native, unsaturated, accepting soil are present before a permit can be issued. Design plans for the curtain drain should also be submitted for approval. An inspection of the curtain drain installation may be required before a septic system permit is issued for the property. If you have questions regarding this matter please contact me at 264-4744. Sincerely, Stephen S. Morris Civil Engineer On-site Services ALASKA WIROFImeFITAL COFITROL S i.,ulC S, IgC. v:[!n clpa:ltv al' ~-.' o Department of Health & Human Services 825 k Street ~p ~hr ~o~ Alaska 99501 De,~ember :5. Jgs?. ~,_ RECEIVED Re: Lot 21. Block !, Gateway to the Park ~ soil test has been performed oa The above referenced ion. Refering to the ~!te plan diagram, there are two streams that run through this lot. both flowing from east to west. The upper s~r~am on the north side of the lot is at a higher pievation than the test i~oie and the proposed sewer system location. Attached ,~pe profile and cross section views depicting ihe lay of the land. Directly north of the teszhole, the stream is approximazeiy 5 feet higher. To the north west of the testhole, the stream becomes lower and the two are separated by a high ridge that keeps thp stream flowing away from the proposed system location. The general slope of this lot is from the north east corner towards the south-west. We are requesting ~he reqaired separation distance from the sewer system ~o the stream be waived to 35 feet. This would allow for a total of 6,000 squar~ fe~t ,of reserve area to accomodate a 4 bedroom i~ome. The sewer system would be downs2ope of 5he stream and effluent would tend to flow down the slope to th= suuth west and would no~ come in con,act with the stream flow. We are not applying for a permit at this ~ime because construction is not planned for a~_ least a year. We are only requesting approval of the proposed sewer st:stem location and the applicable waiver. if you have any questions, please feel free zo call. Sincere]y. Alan C. Wien Engineering Iechp--cCan Approved by: Municipality oi Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION:/-~3~"-~~'! ~4~ I DATE PERFORMED: (ENGINEE%L) Township, Range, Section: 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DEPTH ~..r~ (FEET) I~m m ii ii! II! SLOPE SITE PLAN 1 2 4 5 6 WAS GROUND WATER ENCOUNTERED? s IF YES, AT WHAT / L E Depth to Water After c:7 ~" / Monitoring? f~. -/ Date: Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE 7'~'~'"'(m,,,J',es, mcn~ PERC HOLE DIAMETER ~'~ TEST RUN BETWEEN FT AND ,~ FT COMMENTS ,~:-~ ~ .~/ ~"~ t~"/. ~/~ ~ ~ /~ ~' ~~ ~ ~ 1~~, PERFORME9 ~V: ~Ef ~/~ , Em,FY ~HAT ~H~S T[ST WAS PERFORME9 ~N ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ALASKA ENVIRON,,,ENTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 CHECKED BY DATE SCALE /~f /~ ? :1: / \ · / ALASKA ENVIRON,o,ENTAL CONTROL SERVICES, INC. 12~ West 33rd Avenue, Suite B '- -- ~,g~ ANCHORAGE, A~S~ 99503 CALCULATED BY- - ~ !~. ! ~ ~ ,'~ - -~ 1 ALASKA ENVIRON,,~ENTAL jos~__.z./ ,~-,,c _ ~'~'~" ___~ CONTROL SERVICES, INC. s~ 12~ West 33rd Avenue, Suite B ANCHORAGE, A~SKA 99503 CALCULATED BY (907) ~1-5~0 CHECKEO BY-- ~ DATE