The URL can be used to link to this page

Home My WebLink AboutEAGLET AERIE TR B1AEagl tA ri L. ot #050-602-05 Municipality of Anchorage Page ~ of.~__ DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage. Alaska 99519-6650 · Telephone: 343-4744 On-Site Waslewater Disposal Syslem and/or Well Inspection Report Permit Number: ~1' elc~O'~ ~ PIDNumber: 050 - bO~.- O5 Name: P~tc~L. ~ '[::)*-Iq;5% '~o~ . WaslewalerSystem: ~New DUpgrade 0 .<~. 13<~× ~-~. t~y.~s'~ ABSORPTION FIELD LEGAL DESCRIPTION WELL: [:] New r'l Upgrade Cia ~$1llca t~ t~ic~ lpg1 A.B.C): Yield; From GPMIpump scl at: FI.I ~Ft. SEPARATION DISTANCES E] DeepT[ench [] Shallow Trench '~Bed Soil RaUng: 0 , .~ GP[)/Sq FI. ~.,.0 Ft. ' [] Mound [] Olher 0.$ ~. Total absorption .,aa: ,~[../ ~ Plpe material: :LB Oo so, r, :~o3 S.LO '"'""'~$o,-.~,~:o~Y.L ~.,e,..,.,,..: [. ~ ~. ~q TANK Septic E] Holding Manulacturer: [] S.T.E.P. :c.,aclh,~. ga.o..: . I Surface Wate~ Line Curfa~. Drain Remarks: I ~jiL 0I Malerial: ~ ~) ~) ~-:: Number of Comparlmenl$: s~ LIFT STATION BENCH MARK Inspections performed by: c~: .5 c...n ~h%%P.l~ Dates:lst ~ ~ 2nd Deparl~enl of Heal h and~uman Services approval . Reviewed and a~p[oved by: ~~ Date: ~/~/°~ PERMIT NO. SW990515 PAGE 2 Or Municipality of Anchorage DEVELOPMENT SERVICES DEPAETMENT ENVIEONMENTAL SEt2VICES DIVISION P.O. Box 196650e Anchorage, Alaska 99519-6650 e Telephone: 343-4744 On-Site Wastewafer Disposal System and/or Well Inspection Report L[C;AL TRACT B1A, EAGLET AERIE S/D P.I.D. NO. 050-602-05 1 ALT. SITE I J EXISTING TEMPORARY DRIVE TO BE ABANDONED SUMMER 2002 (EST. AUG. 1st) C02 NEW ~? ABSORPTION 4 I. t14 [NGIN£ER STAMP ~ 4,~-'...:"... ,.?..-.' ~ ~ ¢~;.-" ._/~:...:.,.~ . CO'~ SPLITTER) Fca BENEATH SUNROOM NEW 1500 GALLON SEPTIC TANK PER~IT ~o.Sw990315 PAGE 5 OF 5 Munici .po[i"c oF .A. Q_c h.o.r' (x.c:jF' DEPARTMENT OF HEA~TH AND HUFIAN SERVICES ENVIRONMENTAL SERVICES DIVISION p.rl. Box 1.96650 ®Anchor'e, ge, Ato, sk(~ 99519-6650 ® Tetept~one: ;343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEH AND/OR WELL INSPECTION REPORT LEGAL TRACT El-A, EAGLET AERIE P.I.D. NO. 050--602--05 S.T1 $T_2~5'6' FINAL GRAD£j .,,/.x'-2'INSULATION A B F'CO ST1 50.0' 52.0' ST2 48.0' 55.0' DEL1 47.0' .37.0' N. ?. s. DEL2 46.0' 59.0' · ~._-'~T.~.~,~I, ..~..~'.,3.~,, rs 46.0' 45.0' ~ ~% ........... -~'~ co~ 35.0' 48.0' WATER FOUND ~ 82.5' ,.~- A-"....f~ MT1 24.0' 45.0' 74.5' B.O.H CO2 55.0' 94.0' MT2 60.0' 98.0' ., C05 57.0' 65.0' ",'"~'" ~T~ 5~.0' SS.O' M~4 78.0' 108.0' C04 70.0' 102.0' SULLIVAN WATER WELLS P, O. IBOX 27,2. CHUGIAK. ALASKA ~0~;7 · TELEPHONE D£PTll OF tV£LL STATIC' L£VEL OF WAT£R FT, DRAW DOWN GA~. PER HR 6000 KIND OF CASING 6 5/8 OD KIND OF FORMATION: From 0 FL lo~,-L...~FL.OVER ~U:~DP.~ Ftom~ FI. to 18. FI. SRN~/~A~L/C~Y'HTXRB From 28 ~F~. I~FI. ~RDPA~-S/~UI.~RR~ From a~', FI. to 36, Fr. $Ah~/~AV~L(~T) F~om 36 FI. lo_~2 Ft. ~A~/CLAY''SfORAV~L F~m A2 F~.lo 51 Fc ~A~/GR~V~L(~T) Fro~J~F/. to--Fl. CLAY F~m 65 FI. to~l _Ft~ Prom 81 FL 1o~75 F~. ~L~ CLAY From,,?5 ~/.Io~8~ .,FI. SA~,GRAVEL From. -FI. to ,FI. From ....... Fl'. to , Ft, From : Ft. Io F~om . FI. to FI. From . Ft. to,,, F~o~) FI. tn . Ft. I~IISC'L INFOR,,'~)IATION: From , FI. tn-- FI, From FI. to Fl. From , Fl. to., FI- From~Fl. lo~F~ ~gonl Fi. to. From. FI. to_ Ft. F¢om_ FI. to. ~Ft. Trom FI. to Ft. From .FI. to_ , Ft. From- FLto Ft. Fi'om- ,Fi. to FI. From-- Fcl.o F~om~._Ft. to - Fl.. From_ FI. to. Ft. From_ FLto Ft. From-- Tt. to Ft RECEIVEL) r "' '~ .'~:' ;:L Dept. Health & Human ~ .~ ~t' . , ~ ~ ~,~'' .. ~'~ ~. , ROBERT C. COWANo P.E. ROBEF(T A. St IAFER, RE. ClViLENGINEERS (907)694-2979 FAX(907)694-1211 Municipality of Anchorage DEP3JtTI~NT OF ItE/~LTII AND HUM/~I SERVICES 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 REFERENCE.' The septic tns. pect. ions for t~e .referenced property, were performed on F/~(/,0 .: ." 9./~o/oo · Prior to submlttlng the On site Wastewater. Disposal System and/or Well Inspection Report we are waiting for the ~E~d,~r _C~Rv~y to be completed. ~- ~/~c ~-cr,,~ If we may be of further service please contact us. Sincerely, SO~LTEST 17034 NORTH EAGLE RIVER LOOP "SUITE 204 · EAGLE R1VER. ALASKA 99577 MUNICIPAUTY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street. Room 502 P.O. Box 196650. Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Renewal Date Issued: Sep 03, 1999 Expiration Date: Sep 02, 2000 Permit Number: SW990315 Legal Description: EAGLET ^ERIE TR B1A Design Engineer:. 0003 S & S Engineering Owner Name: Rick & Denise Fouts Owner Address: PO Box773332 Eagle River, AK 99577-0000 Parcel ID: 050-602-05 Site Address: 023435 SUNNY GLEN DR Lot Size: 418176 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit IS for the construction of: [] DisposalField [] SeptioTank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must 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 engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either:. A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By:. Issued By:. Rick Mvstrom. Mayor Mmficipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage. Alaska 99519-6650 http:l/www.c~.anchorage.ak.us August I0, 1999 Rick & Denise Fouts PO BOX 773332 EAGLE RIVER, AK 99577-3332 Subject: EAGLET AERIE 'IR BIA Permit # SW980333 PI[}# 05060205 The subject permit #SW980333, issued by this office for a single family well and/or on-site wastewater system, is due to expire as of 9/3/99. If this is a well permit and you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If this is an on-site wastewater systm and a licensed Professional Engineer has inspected the installation, the original as-built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. However a new permit can be issued free of charge for a second year ifthe application for the renewal is received on or before the date of expiration of the original permit for which a fee was paid. When applying for a new permit after the original permit has expired or for more than a second year, the fees are: $320.00 for an on-site wastewater permit and $120.00 for a well permit. If you have any questions, please call this office at 343-4744. Program Manager On-site Services eric: Copy of Permit MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Sep 03, 1998 Expiration Date: Sep 03, 1999 Permit Number: SW980333 Legal Description: EAGLET AERIE TR B1A Design Engineer:. 0003 S & S Engineering Owner Name: Rick & Denise Fouts Owner Address: PO Box 773332 Eagle River, AK 99577-0000 Pamel ID: 050-602-05 Site Address: Lot Size: 418176 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of' [] DisposaiField [] SepticTank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. Ail requirements specified In Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsudace soil absorption system under construction during freezing weather must be either:. A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special previsions. Inspections shall be performed during Installation by a registered professional civil engineer. This is a renewal of permit #SW970178 'Received By: Issued By: Date: ~/~/~J ~' ate: Ct'$ 'qB Rick Mystrorn, Mayor Mtmi.cipality of And orage Department of Health and Human Services 625 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 ht tp://www.ci.anchorage.ak.us 343-4744 July 13, 1998 Rick L & Denise D Fours PO Box 773332 Eagle River, Alaska 99577 3332 Subject: Tract B1A Eaglet Aerie Subdivision Permit ~SW970178, PID #050-602-05 The subject permit, issued July 8, 1997 by this office for a single family well and/or on-site wastewater system, has expired as of July 8, 1998. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. Ail inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. On-site Services enc: Copy of Permit cc: S & S Engineering PAGE 1 OF ! MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW970178 DESIGN ENGINEER:S & $ ENGINEERING OWNER NAME:VAN ASDLAN MITZI OWNER ADDRESS:P.O. BOX 773332 EAGLE RIVER, ALASKA 99577 DATE ISSUED: 7/08/97 EXPIRATION DATE: 7/08/98 PARCEL ID:05060205 LEGAL DESCRIPTION: EAGLET AERIE TR B1A LOT SIZE: 418176 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDAMCE 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 ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY GALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER 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 SPECIAL PROVISIONS. SPECIAL PROVISIONS: ISSUED BY. ~/Af~ ~, ~ DATE: 7-?-?7 June 9, 1997 ROBERT C. COWAN, RE. ROBERTA. SHAFER. RE. CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1 ~*11 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Tract B-lA, Eaglet Aire Subdivision Request you issue a permit ~o install serve 2he proposed four bedroom house property. a septic system to on the referenced Test holes were excavated and percolation tests performed. The approximate location of the test holes are located on the attached site plan. At the time of excavation no water was encountered in test hole 91, and water was encountered at 12 feet in test hole %2. After seven day ground water monitoring water was found at 7 feet in test hole ~1, and 12 feet in test hole %2. A third reading was taken on 6-2-97 and water was found at 7 feet in test hole ~1, and 8~'feet in test hole t2. This property has enough area for a future septic upgrade which can be seen on the attached site plan. We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. If you require additional information, please contact us. Sincerely, Robert 12. Cowan, RCC/mg Enclosure ~UNICIPALi]7 OF ANCHOP, AGE f. NVIRONA4ENTAL $,ERVIC[5 DIVI$.ION ,JUN 12 199;' RECEIVED 17034 NORTH EAGLE RIVER LOOP - SUR'E 204 * EAGLE RIVER. ALASKA 99577 [L~G^L TRACT B-IA, EAGLET AIRE SOILS : 0.4 GPD/SO.FT. , 0.5' EFFECTIVE , oo j 100' LONG I 2 BEDS l ALT. SITE CRITERIA: ,o-,s~ 4 BDRM = 600 GPD SOILS = 0.8 GPD/SQ.FT. 600/0.8 = 750 SQ.FT. REQ'D. ~L~. s~ts-~ [--l z 2.5' DEEP ~ 0.5' EFFECTIVE ~ , uJ 15' WIDE I , 50' LONG , , ~$TALL DBL. ' */ ~-~ PROP. reD ! 4 BDRM NOTE: ~ ~ gOO + PROPOSED WE~ ~ SE~IC PROPOSED DRIVEWAY CONTRACTOR IS REQUIRED TO~ OBTAIN UTIIII~ LOCATES PRIOR TO ANY EXCAVATION WORK. · Il Jj rSTRUCTURES, rASEUENT$, OR ENCROACHMENTS .*' t $HOWH ON THIS SIT~ PLAN ARE AS SHOWN ON ."' ~ AN AS-BUILT SURY[~ DRAWN BY: ~ WILLIAM D. FLEMMINO INSTALL FLOW DMDER ~-7~_ [ , ~-7~, ~'~.-PROPOSED BEDS ~ ~-PROPOSED 1250 GAL. SEPTIC TANK CUE:NT LEGAL DRAWN TRACT B-lA. EAGLET AIRE M.J.G. I CKO. R.C.C. I DATE6--6--97 PROFILE: I SHT. 2 OF 2 CONTRACTOR IS REQUIRED TO ORTAIN UTIUTY LOCATES PRIOR TO ANy EXCAVATION WORK. CLIENT Z DEEP CO tn' OF CO~R /¥1N'AL GRADE 2.§' DF~P CO 2' MIN. 0¥ COVER EX~TZNG G 4' i/liN. TO GROUNDWATER 4' MIN. TO GROUNDWATER Municipality o! Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: /~/ LEGA DESC. PT,O.: ~EE¢~ 3- 12-- ~ DATE PERFORMEDI (~ SLOPE SITE PLAN ENCOUNTERED? s IF YES, AT WHAT / o DEPTH? p E IDepth lo Waler After '~ I Monitoring? Da~ -,.~ "l ~ ' ~'1 Net Depth to Net Time Water Drop 19- 20- PERCOLATION RATE [minutes/inch) PERC HOLE DIAMETER (~ TEST RUN BETWEEN '~ FT AND~%-""! FT PERFORMED BY: 1703 { Cq~e ~ivrv [gg~ Rgl~, Nf. CERTIFY THAT THIS TEST WAS PERFORMED IN 72-008 (Rev. 4/85) PERFORMED FOR: DEPARTMENT OF HEALTH & HUMAN SERVICES - .s. CO T O. Township, Range, Section: SLOFE LEGAL DESCRIPTION:"'~ ~,?'. SITE PLAN 4- ...,, 7_3,''~, 9_,"P' / WAS GROUND WATER ,.t.: (~ ENCOUNTERED? ~2 - . · DEPTH? PE 13 - Monitoring/ I,'~.., ., Bait. 14 / "'~'(~ ~-' Reading Date Gross Net Depth to Net Time Time Water Drop 15- 16- 17- 18- 19- $ & S ENGINEERING 20- COMMENTS PERCOLATION RATE ~ (m~nutes/inch) PERC HOLE DIAMETER 17031E"t~ieRk~'LeopReadHo,~.r"~ -.~ /--'~ t ~ PERFORMED BY* ~'g" "ire', Alaska '5' -~1 ~ ~ CERTIFY THAT 'HIS TEST WAS PERFORMED 1" ACCORDANCE WITH ALL S~ATE AND MUNICIPAL GUIDELINES tN EFFECT O~ THIS DATE· DATE: 72-008 (Rev. 4/85) ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS ROBERT C. COWAN, RE. ROBERTA. SHAKER, RE. CIVIL ENGINEERS (907) 694-L'979 FAX (907) 694-121'1 REFERENCE: Tract B-lA, Eaglet Aire Subdivision June 9, 1997 GENERAL: 1. me Se The scope of this project includes the installation of a 1250 gallon septic tank and two absorption beds to serve the proposed four bedroom residence located on the referenced property. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK me A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 17034 NORTH EAGLE RNER LOOP · SUITE 204" EAGLE RIVER, ALASKA 99577' Page Two Tract B-lA, Eaglet Aire Subdivision June 9, 1997 e Septic tanks installed with less than 4 ft. of cover shall be insulated. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. LEACHFIELD BED INST~?3,ATION~ Excavate the proposed Bed Area to the depth shown on the design. The bottom of the excavation shall be within 2 inches of level. If the bottom of the excavation becomes smeared, it must be raked or scratched (ruffed-up) before gravel or sand placement. If a sand layer is required, place sand over entire excavation to the required depth shown on the design. The top of the sand layer must be within 2 inches of level. Sewer rock shall be placed uniformly throughout the entire bed. Perforated distribution pipe must be installed level with perforations down. Gravel depth below the perforated pipe shall be a minimum of six (6) inches. Gravel depth above the perforated pipe shall be a minimum of two (2) inches. The total gravel depth throughout the entire bed shall be a mlnimum of twelve (12) inches. The perforated distribution pipes must be no more than six feet apart. The distance between the outermost perforated distribution pipes and the sidewall of the absorption bed must be no more than three feet. Page Three Tract B-lA, Eaglet Aire Subdivision June 9, 1997 e Silt barrier material must be installed between the final gravel layer and the native soll backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed at the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel depth shall be perforated six (6) inches below the bottom of the horizontal distribution lines. The monitoring tube should not extend below the bottom of the gravel surface. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finished grade over the bed must be mounded to prevent the formation of a depression after settling. MINIMUM MATERIAL SPECIFICATIONS= Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: TVDe of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). Page Four Tract B-lA, Eaglet Aire Subdivision June 9, 1997 A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements. INSPECTIONS~ Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: must The first inspection . be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. Page Five Tract B-lA, Eaglet Aire Subdivision June 9, 1997 S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 050 602 05 1. GENERAL INFORMATION Complete legal description Location (site address) Expiration Date: S� Lf r Z/ EAGLETAERIE TRACT 131A 23434 EAGLE RIVER RD Current property owner(s) Mailing address Real estate agent FOUTS 2. TYPE OF DWELLING: 0 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 Day phone Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well Private Septic E-1 Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 550 Date of Payment o2 oZ b j Receipt Number d COSA # OSC211054 Waiver Fee $ Date of Payment Receipt Number Waiver # 5. 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 for this application, shows that the on-site water supply and/or wastewater disposal system is (are) 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 (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm C&M ENGINEERING Phone 8545558 Address 20182 TULWAR Engineer's Printed Name CHARLES BALZARINI Date 2/16/2021 Olaw F rrco - 49 TH 6. DSD SIGNATURE �•• ••••• •r•••• System #1 Approved for bedrooms �� • >±HARLES G BALZARIN( System #2 Approved for bedrooms ��`��s.•. CE -13854 .�,�� Disapproved ��ilF�PROFE6s1oNP�� Conditional approval for bedrooms, with the following stipulations: m WAST!=Vi'ATER Z -; T_ rrcv�nHnn �� J� �p 1 Original Certificate Date:_ 2- The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist blue sheet Legal Description: EAGLET AERIE TR B1A If more than 1 septic system on lot: COSA Checklist # of Parcel ID: 050 602 05 Structure served by this system 1 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Well production at time of test +4.5 gpm Date drilled 1985 Water storage tank volume NA gallons Total depth 181 ft Well disinfected for coliform test? ❑ Yes ❑ Nc Cased to 181 ft ❑ Coliform bacteria is Negative ❑ Sanitary seal is functioning correctly Nitrate mg/L ❑ Nitrate less than MRL (ND) ❑ Wires are properly protected Arsenic ug/L ❑ Arsenic less than MRL (ND) Casing height (above ground) +18 in. Collected by C.Balzarini Date of flow test for COSA 2/8/21 Date of Sample 1/25/21 Static water level at beginning of test 12 ft. Comments FLOW LIMITED BY PLUBMING AND TESTING EQUIPMENT B. TANK DATA C. LIFT STATION Age of tank(s) 22 years ❑ Required maintenance completed Tank type/material PLASTIC septic Age of lift station years Measured operating fluid level in septic tank 48 Lift station material ❑ Standpipes/foundation cleanout per record drawing Comments: Date of pumping 9/4/20 D. ABSORPTION FIELD DATA DUAL BED Which system tested (date installed) 2000 Adequacy test date 2/8/21 ❑ ALL standpipes present per record drawing Results QPass For 4 bedrooms Total measured depth from grade 6 ft (max) Fluid depth prior to test 0/3 in Measured depth to pipe invert from grade 3 ft (min) Water added 600 gal ❑ N/A — pressurized field New depth •5/3 in OR Monitor tubes go to bottom of effective. If not, state 15 depth into effective E lapsed time min ❑ Code -required soil cover over field Final fluid depth 0/3 in ❑ System presoaked Absorption rate 600 gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) date of test) . Gallons introduced gallons If yes, enter date NA Comments/Deficiencies: NOTE ON IR INDICATES MT2 FILLED WITH 6" OF FILL. TEST MEASUREMENTS AT MT1/MT4 COSA Checklist yellow sheet M E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout > 100' M Yes if No ft L� Yes if No Neighboring Tank > 100' 0 Yes if No ft Private Sewer/Septic Line > 25'El Yes if No Absorption Field on Lot > 100' Fv� Yes if No ft Holding Tank > 100' rv-1 Yes if No Neighboring Absorption Fields > 100' Animal Containment > 50' R� Yes if No 0 Yes if No ft ft ft ft ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' Yes if No ft � Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' 0 Yes if No ft Surface Water > 100' Q Yes if No ft Property Line > 5 L!�J Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' 0 Yes if No ft Private Wells > 100' Fv-J Yes if No ft Water Main > 10' rv-1 Yes if No ft Community Wells > 200' F71 Yes if No ft Water Service Line > 10' 0 Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' 21 Yes if No ft If absorption field is under driveway comment below Property Line > 10' 0 Yes if No ft Wells on Adjacent Lots: Water Main > 10' 0 Yes if No ft Private Wells > 100' Yes if No ft Water Service Line > 10' 0 Yes if No ft Community Wells > 200' Yes if No ft Surface Water > 100' Fv-1 Yes if No ft F. ENGINEER'S COMMENTS THE LOWER BED WAS FOUND TO HAVE 3" STANDING WATER UNDER NORMAL OPERATION. G. ENGINEER'S CERTIFICATION I certify that / have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. 2/16/21 COSA Checklist yellow sheet t� OF Al, ,,w'`'� ' co - •:5� 49 TH • C HARLES G BALZARINI CE -13854 PROFESSIONP -- TR. 8-1 C S00°03'18"E 581.36 142- WE 4 4 GRA IVF Electric Meterc-a) Telephone Pole Gas Meter ® Deck A LE, Elec. Pedestal i s; Septic (W� Water Well DETAIL 'A" -,S S 50' WIDE ACCESS ESMT. o 0 1 00 9 co 15' T&E ESMT. I+ 1 77L �___50' RAD. TEMP. TURNAROUND \ / ESMT. Tract 8-1 A Eaglet Aerie Subdivision 9.597 Ac. +/- 23434 Eagle River Road 3 Story Log Home With Attached 3 Car Garage N00° 05'08"W 1191.33 General Notes 1. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. Dimensions to property lines are plus/minus 0.1ft. 2. This document is created by Frontier Surveys for the purpose of an as -built survey for Charles Balzarini, only. 3. This document is based on Plat No. 82-425, Anchorage Recording District. TR. A- 9 Disclaimer S00°03'18"E 540.00 DETAIL "A" SCALE: 1 " = 30' 363 l 143 h 4? 6 1. This survey complies with the ASKS Mortgage Location Standards. The survey represents visible improvements and conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances should this document be used for construction or for establishing a boundary or fence line. 0 50 100 200 Scale in Feet U i - U AM Scale 1" = 100' I ' t t / t 41 O Q) / a O Q J c L U U] 6� M o W /> N / L = h co 2 / �O3 �7Jr _ f / c� r0 TR. 8-1 C S00°03'18"E 581.36 142- WE 4 4 GRA IVF Electric Meterc-a) Telephone Pole Gas Meter ® Deck A LE, Elec. Pedestal i s; Septic (W� Water Well DETAIL 'A" -,S S 50' WIDE ACCESS ESMT. o 0 1 00 9 co 15' T&E ESMT. I+ 1 77L �___50' RAD. TEMP. TURNAROUND \ / ESMT. Tract 8-1 A Eaglet Aerie Subdivision 9.597 Ac. +/- 23434 Eagle River Road 3 Story Log Home With Attached 3 Car Garage N00° 05'08"W 1191.33 General Notes 1. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. Dimensions to property lines are plus/minus 0.1ft. 2. This document is created by Frontier Surveys for the purpose of an as -built survey for Charles Balzarini, only. 3. This document is based on Plat No. 82-425, Anchorage Recording District. TR. A- 9 Disclaimer S00°03'18"E 540.00 DETAIL "A" SCALE: 1 " = 30' 363 l 143 h 4? 6 1. This survey complies with the ASKS Mortgage Location Standards. The survey represents visible improvements and conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances should this document be used for construction or for establishing a boundary or fence line. 0 50 100 200 Scale in Feet U i - U AM 910 aS ,001 •,I Cao-aQ Illy9 3iV]S - 'ON i,Vld ho, 51A1QQnS 3183V 13l9v3: vi - Q 1:01 NOlidlU:)S3(l W931 dLtL-�69(LOd)/L,�� J�CM 'MSt^Iv 1YW ICY] t'.. •.+ 6ut.Ja.aul6u3 S* s M WOJa. — sawoK-p ono V6 -0,q oUn °D•ID]IDm t1aNVID L:a,Vn Wn,GD Daum,ttD 0+ DaLDy tU.l, C.tal3 't .'� '1 J,0 UW[IlVppyL DaDJOJaJ PVI Y3 A'+.lda �I'. (:��'•1t '� ,i �'. ,.0 Dp 4'rpw cu o!U9J[VJ JD �twnvnin: •s pJA WDto! LYC JC,iJ4>Itl ra. O,VI -mom puD A >,>J dDDSWI( al gt1101'JJ Dat Dd.A Apim ci 'uatan JnuD: u, ,,,!Id "ap!:n0 ,a •4-.1-1 GG t.i — 241 J o'`AUR4![000tiJ-wl'tl 1! 9Van2 Ro Da,—jd W.Watoa �D vouc!ios ip csamn u.wvJ wu aJD. In!:1 l Pl. sn!JCns o>aJ uD OuuoadJo ,u, tiwwum3 :=310t+ w�`hlp� .V.I'J 31vO •Q£. N7ld -LOld L+L'CaiS is Lino sY T ao.o,s �i,t•� r ,j sux AAWD a c� : 91,; !,'o Se tv 0 IDVU I ,0P60Js 7,YZ.S�6A S Z S 1= 8 l�bNJ: 7o3oN31X3 St 133N1S N3iv11 O31Y]VA ATl7]ilv"O.LnV 38 Ot ONwavtAmi *.i"31 Sf icrvii o. LW3!13SV3 Yi0]3131 0 ']313 .St -------- -------- ---- ------- u---- -- SSDDI SS3]DI 3011A 'L3 CC, ( ; 9-r,68N I �� d �? l:)aal 3Ct}ON� \ 9NIiSiX3 �\ w a asc x.21 .1L 13+7#a: 3.0%8v 68 N D nlm g 1` S 1)�SO Cit "�•�. `� b41N�lN 1d3Q V i:)y8:L Ecklund, Timothy J NNOMMEMMMEMBOOM From: CHARLES Balzarini <cgbalzarini@gmail.com> Sent: Wednesday, February 24, 2021 2:58 PM To: Ecklund, Timothy J Subject: Re: Upload confirmation for OSC211054 [EXTERNAL EMAIL] Tim, I take responsibility for the below. The survey has been ordered by me. Virus -free. www.avast.com On Wed, Feb 24, 2021 at 2:54 PM Ecklund, Timothy J <timothy.ecklund@anchorageak.gov> wrote: Charles, I'll release the COSA if you take personal responsibility to make sure I get a new Survey on my desk within two weeks and so state in an email. Thanks, Tim Ecklund Onsite Water and Wastewater Municipality of Anchorage 907-343-7905 timothy.ecl<lund@anchorageal<.gov From: CHARLES Balzarini <cgbalzarini@gmail.com> Sent: Wednesday, February 24, 202112:08 PM To: Ecklund, Timothy <timothy.ecklund@anchorageak.gov> Subject: Re: Upload confirmation for OSC211054 [EXTERNAL EMAIL] 1 Tim, Uploaded this with abetter copy ofthe survey. FYI, anew survey bcoming and I'll pass that along once it's done, but they want the COSA asap, so hoping we can get approval with this. Let me know, Thanks. Virus -free. | On Wed, Feb 24, 2021 at 12l6 PM wrote: 11-11" LANS Hello charles, The following files have been received for project - OSC211054: EAGLET AERIE TR 1131A Files received: 1. errsurvey.pdf Please do not reply to this email. 2