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HomeMy WebLinkAboutDRAKE BLK 2 LT 8AOnsite File Drake Block 2 Lot 8A #017-461-08 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221319 PID Number: 017-461-08 Dwelling: FE -1 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ®❑ Upgrade Name GLENN & DEBRA MORRIS ABSORPTION FIELD Site Address p ❑ ❑ Bed ❑ Mound ❑ Dee Trench.. Wide Trench 3001 MERGANSER AVE, ANCHORAGE AK ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade __T GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot Fill added above o DRAKE 2 8A riginal grade Gravel length Ft. Ft. Township Range Section Ft. Ft. Gravel width Beds: Number of Lines Distance between lines SEPARATION DISTANCES Ft. Ft. To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line Ftz Ft. Well 113.6 n/a 113.6 n/a 25'+ TANK ❑ Septic 9 S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity Surface water 1001+ n/a 100+ i n/a Anchorage Tank 1500 Gal. Material Number of compartments Lot Line I 32.1 n/a 32.1 I n/a NA Steel 2 Foundation 77.0 n/a I 77.0n/a LIFT STATION Manufacturer Capacity Remarks Tank Replace Only Orenco 500 Gal. Alarm location Electrical installed by HOUSE SOLID GROUND PIPE MATERIAL House to tank 3034 Tank to 3034 Installer drainfield A+ Home Services Drainfield co/MT 3034 Inspector Pannone Engineering BENCH MARK (Assumed elevation) 100 It Inspection i5, 8/16/22 2�d 8/16/22 Location and description 3rd 01 Garage FF ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp \ Conditional Approval: Date �P,t� OF A�.gkli co 9 *: 4.9TH� Septic System CE 814 - Approved Gl/ DateZ:'�li. lI 2�v` Zz- ���•���/"c'OFE$SirJSiP�-�..� Note: this approval does of include well permit requirements. rRPv wwnq/-im I Jo I........ 113HS ........... . V, 91966 >iV '39V�JOHONV NVd 311S 6t LZZdSO ]AV �JISNVO�JIVN SON '011 11INd3d 6118-33 20 -[9t7 -/[O . d I I . .-.Is l.K ?R NNJID gar ruwao as 'OTJ vgZ9 IMia '09 cj'oolzZOz bib j0 9y I ONIMVaa 4M033a 31VO 110111SIA3H (ago ArkS ON3 3NONNVd LLJ Of < W =J z U LL 0 ctf u w(A o - IU) cif ui zz W Wo O CN X (if co C.0 D Li 't 0 < 00 -52 0 F LLJ _j V) V < < o- - - - -o Of cn Li Ww -3. Z 0 0 to - LI) Z Z 0 11 < L 0 C - Cf) -j_j LLI j ( < y� w 3 3 v) Lj CL CI)F- _j < wLIJ < M ui co (n 0 0c) G) j- 't U) >- 076 -j _Z: cz� c; u uj LIj Lil Lu 'j - U) 0 co to P, Q- < OZ O Uj 0m z; < < co 00' Lf), (n Ljj < D r, Go W0 _j U) o Ld W C) Wu) 0 0 z V) 0 F- 0 �f , :D 9 _j of QD < LLJ 0 CN Z v) 0 LI) LLj o 0 �j 5; LLj x 0 LLJ LLj m :5- :> C) C-) V) 0 �T) ..jo LLJ Z LLJ (Z) m C/) < 00 LE-) L,L, LOL I-- EAST 110.00 Wood fence lot utility Easement Septic vent {typ} \ a Manhole<°o Chain link fence (typ) EAST 110.00 MERGANSER AVENUE EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. UNLESS OTHERWISE NOTED SCALE: 1"= 40' Note: There exists a well Casement with a radius of ten feet around the top Of the well on Lot 8-C.(Book 1065. pg 542) 8036 - LS L-'I`:T;`fl.a(.sioiHi```- 1 I - i le . Zip .Z=- RECERTIFIED 11-15-22 AS-BUILT NO C RS SET THIS DATE I hereby certify that I have performed a Mortgagee's inspection in accordance with ASPLS Standards of the following described property: LOT 8A] BLOCK 2, DRAKE SUBDIVISION FB 224 pg 24 Recert 7-15-20 FB 20-2, pg 72-74 DOWL Anchorage Recording Precinct, Alaska, and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska this 28th 907-248-1666 dayof APRIL ,1998. FRED WALATRA & ASSOCIATES, L.L.C. Engineers and Surveyors This drawing is a representation of conditions found at the time the mortgage _ ___ _ __-_ , _ _-` _and is subject to any inaccuracies that a subsequent boundary survey may disclose. The inf-ormati'on contained on this drawing shall not be used to establish any fence. structure or other improvements. This drawing Shall only be used for a single property transaction. Use of this drawing by the original client or by others at a later date without the consent Of Elizabeth L. Walatka is a violation of Federal Copyright law. Unless gross negligence is discovered, the liability extent Of the preparer is limited to the amount Of fees collected for services in preparation of this product. location survey was performed. This document does not constitute a boundary survey MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program poBox 1n6650 4700Elmore Road Anchorage, Alaska yomessnnPhone: ocwFax: (uu7)o4u-7sy7 Permit Number: OSP221318 Work Type: SepUcTankUpgmdo Tax Code Number: 01746108000 Site Legal Address: OR*KE8LK 2 L 8A G:2834 Site Mailing Address: 3O01MERGANSER AVE, Anchorage Owner: MORRIS GLENN K4&DEBRA J Design Engineer: PANNONEENGINEERING SERVICES This permit isfor the construction of: [] Disposal Field 0Septic Tank [] Holding Tank [] Privy Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: 002022 09/2023 El Private Well El 'Water Storage All construction shall boinaccordance with: 1. The attached approved design. 2. All requirements specified inAnchorage Municipal code Chapters 1555 and1565 andth State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) -. The wastewater code requires .inspections during the installation. The engineer shall notify the Development Services Department parAKC15.85.Pnovidano8fioaUonbyoeUinO(QU7)343-7AU4(24/7). 4. From October 15toApril 15. aoubou��oeaoi|abeorpUonoyebamunder freezing weather shall baeither: a. Opened and Closed nnthe same day, ur b. Covered, sealed, and heated to prevent freezing Received By: 4 MUNUPALITY OF ANCHORAGE 'gwwfod"Y Community Development Department 'jam Development Services Division Phone: 907'343-7904Fax: 907-343-7997 On -Site Water &Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION A Parcel I.D. 017-461-08 Property owner(s) Glenn & Debra Morris Mailing address 3001 Merganser Ave Site address same Legal description (Sub'd., Block & Lot) Drake B2 L8A Day phone Legal description (Township, Range & Section) Lot Size 33,000 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: (® all that apply) APPLICATION IS AN: TYPE OF DWELLING: Absorption Field ❑ Initial ❑ Single Family (SF) ❑X Septic Tank FX1 Upgrade ❑X (w/wo ADU) Holding Tank ❑ Renewal❑ Duplex (D) Ely Priv ❑ Multiple Dwellings El (SF and/or D) Private Well F1 Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: - I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. talgnaiure of property owner or authorized agent) Permit/Rush Fees: 22 S Waiver Fees: Date of Payment: _ 8/rS�2Z Date of Payment: Receipt Number: O q 9 / G Receipt Number: Permit No. _ 0,5/02 -z -/-3i9 Waiver No. Permit App_:- : .' ., c; Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221319, Deb Wockenfuss, 08/09/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221319, Deb Wockenfuss, 08/09/22 t Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP20114 H PID Number: 017-461-08 Dwelling: © Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New K Upgrade Name Glenn & Debra Morris ABSORPTION FIELD ❑ Deep Trench H Wide Trench ❑Bed EJ Mound Site Address 3001 Merganser Ave ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 0.8 GPD/SF 6.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original 2.0 grade Fl. Gravel depth beneath pipe 4.0 Ft. Subdivision Block Lot Drake 2 8/Q Fill added above original grade 1.5 Ft. Gravel length 2@ 38 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number n/a of Lines Distance between lines n/a Ft. SEPARATION DISTANCES To Septic ( Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 760 Ftz 2 81+ Ft. Well 100'+ 100'+ 100'+I n/a 25'+ TANK ElSeptic 99 S.T.E.P. El Holding El Other Manufacturer Greer Capacity 1500 Gal. Surface Water 100'+ 100'+ 1001+ n/a Material Number of compartments Lot Line 5'+ 10'+ 5'+ 1 n/a NA Plastic 2 Foundation 10'+ 10'+ 10'+ n/a LIFT STATION Manufacturer Capacity Remarks Orenco 250 Gal. Alarm location On House Electrical installed by Capstone PIPE MATERIAL House to tank 3034 Tanktd oInstaller drainfield 3034 A+ Home Services Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering BENCH MARK (Assumed elevation) 101.5 ft Inspdection vt 7/2/20 2 n 7/6/20 Location and description 3`d 7/6/20 4" 7/27/20 1 NE Bottom House Trim ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Dateco 49 THS Sievers R Pannone G . CE 8149 < ���® �Fo Septic System 0 A V��y p proved &� Date a �T �`��aa����� Note: this approval does not include well permit requirements. lnev uoiuu 10) o Cgym,- fTl mv>om G Op p o z Z 0= D :L7� DOO o O O r r� mr- po cn z m O ;7 i t U) z C) c m m z� x m mD r —� m r� U) It D r — O z O n cm (AI,- S K S U) K K O O -P W N Oo rnCoio0-r' S N S (-) N C-) F1 _n m ul _ (P �� 41 f Cl)co c/) j 4 cn � U1 .? N 0, J P co co -P -A U1 N -p (-n v CC) 07 c0 O rn ONIc �� ;>O 10") f�T1D0 z'' �m rn U) F xz• 0 DSO r0 Dr n;rm x U) W mom --(;a rn D — m� 0"--0o��NX�z Krn0-0 X p 0 0 O.. _I D Oo rnCoio0-r' 7 � mrn z D�pcK o F1 _n m ul (P �� 41 m �U O c/) � m O O >n I Ln CID I £ I 3 = 3 O £ i S I �O D p I I J J to p �(– m0 3 o a_7 pO — m �_ —� p I i / rn C7 i0' UTILITY EASEMENT D/-----0ul ---- 3 =`\— — — —� -mo \ z 1 N�I I'� 0 Z �Q i i y n mT 00 ym m c m / O g m v �/ y �v o n '21 00 r � - I a• f � ` I \ —% (n m (n � � \ DSD rcJr I ivm m \�\/1 DD 00 O�OIc: /J o I 3 z –i x z7 I I D N D \ \ ` ` m0 {Oz Im I \ if4 n0 D�m;m 1 vx r CD I41 z� i z -I -I zo I� I m x { I jam"� � �— � � I u D p m�V i � DO z O m -i n O O m I mo I NOTES: PA.NNONE ENG SVC LLC (C.t. 9088) """` 11 REVISIONS DATE RECORD DRAWING P.O. BOX 1807 PALMER,?AK 99645 _ '�E `oF. A(q'o, 7/31/2020 PHONE (907) 745-8200 FAX (907) 745-8201 : �<?. S/r9''r SCALE ., t t 50 DRAKE B2 L8 P.I.D. NO DRAWN ncP GLENN & DEBRA MORRIS o17-4st-os %-Slc CE 8149 none : �.= PERMIT N0. 3001 MERGANSER AVE ',<?= 6SP201144 SITE PLAN ANCHORAGE, AK 99516On1ay SHEET 2 OF 2 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program POBox 18OO5O 47OOElmore Road Anchorage, Alaska 9S519'56sU Phone: 904 Fax: (807)843'7897 O8 -Site WastewaterD-sposal System Permit Permit Number: OSP201144 Work Type: Septic Upgrade Tax Code Number: 01746108000 Site Legal Address: DRAKE BLK 2 L 8A G:2834 Site Mailing Address: 3OO1MERGANSER AVE, Anchorage Owner: MORRIS GLENN M&DEBRA J Design Engineer: PANNDNEENGINEERING SERVICES This permit isfor the construction of: 10 Disposal Field R1 Septic Tank Holding Tank El Privy Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 6/4/2O2U 6/4/2021 171 Private Well 11 Water Storage All construction shall beinaccordance with: 1. The attached approved design. 2. All requirements specified inAnchorage Municipal code Chapters 15.G5and 15.65and the State ufAlaska VVentevvoier Disposal Regulations (18AAC72)and Drinking Water Regulations (18AA(}8U) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 16.65.Provide notification bycalling (S07)343'78O4(24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall beeither: a. Opened and Closed onthe same day, or b. Covered, sealed, and heated to prevent freezing ReoeivedB� Issued By: Date: &k 4Z 16 Z q_ Z1 -7y -j 4 UNUPA TY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 017-461-08 Property owner(s) Glenn & Debra Morris Mailing address P.O. Box 110554, Anchorage, AK 99511 Site address 3001 Merganser Avenue Legal description (Sub'd., Block & Lot) Drake, Block 2, Lot 8A Day phone Legal description (Township, Range & Section) Lot Size 33,000 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑x Initial ❑ Single Family (SF) ❑X (w/wo AD U) Septic Tank ® Upgrade ❑X Duplex ❑ (D) Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / 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: t-itj � •ZS Waiver Fees: Date of Payment: Date of Payment: ' Receipt Number:®�®') Receipt Number: Permit No. 6,5P'�26u Ll4 Waiver No. Permit App_'-'- : :'-.,:c COVID-19 25% DISCOUNT ARPLIED Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201144, Deb Wockenfuss, 06/04/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201144, Deb Wockenfuss, 06/04/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201144, Deb Wockenfuss, 06/04/20  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 !NAME IPHONE MAILING ADDRESS LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS ~ ] Well I Absorption area Dwelling PERMIT NO. . ~s~,c. ~o:] /_~.~ ' I ~ ~ Manufacturer Material ~o. of compartments Liq. capacity in gallons Inside length Width Liquid depth /~.~ IF HOMEMADE: ~ ~ DISTANCE TO: Well Dwelling PERMIT NO. ~Z O Z ~ Manufacturer Material Liquid capacity in gallons ~ Well Foundation Nearest lot tine PERMIT NO, ~ = ~ST~,C, TO: / ~ / ~ ~ ' ~~,, ~_~ ~°'°fl'nes / ken~thofeac~ Total len.thofHnes~ Trenchwidth~ inch.s Distancebet~eenl'nes To~ of tile to finish ~rade Material bene~h tile Total effoctive absorption ~ ' ~" inches Length Width Depth PERMIT NO. ~ ~ Type o~ crib Crib diameter Crib depth Total effective absorption area ~ Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Class Depth Driller Distance to lot line PERMIT NO. ~ Building foundation Sewer line Septic tank Absorption area(s) ~ DISTANCE TO: OTHER PIPE MATERIALS SOIL TEST RATING INSTALLER REMARKS / / ~ ~-.,, - -,, ~ ~ ... ~., ~ ~_~ ~ MUNICIPALITY OF ,~NC-iOR~GE ~ ~ ENVIRONM:hl,~. ..Ci:ECli()N ~ '~2~E~~ ,., APPROV ED - ~ DATE LEGAL 72-013 (Rev. 3/78) PERMIT NO. DEPRRTMENT u," HEALTH AND ENVIRONMENTAL ~ROTECTION 825 ~L" STREET, RNCHORRGE~ AK. 9950i 264-4?20 C~f-~--~..ZTE SEI~JEE: PE~:f.1 IT' ( 8t0824 ) APPLICANT LOCATION LEGAL CAROL NELSON SRR BOX t53i-R 99507 MERGANSER - OFF HUFFMRN ROAD L 8R B 2 DRAKE S?D LOT SIZE ~45-46~8 ~000 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING (SQ FT,/DR)= 150 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: [:, E F" 'T H = '-="- L E ~-J O T ~-t = 6 ~.--1 O F.' R %-' E L [:. E F' 'T )--] = 5 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND RND THE BOTTOM OF THE EXCRVRTION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. 'THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). ~:E,~]..LI I ~:E[:.. '_--;EF'T I ,2: TR~-~=:-: '_:. I ZE= 125Et PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. Tt.~,:, (2:) I r-~$F'El::TIE, r-~$ R~:E ~:EI;!Li! F:EE:. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN R WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS t00 FEET FOR R PRIVATE WELL OR t50 TO 200 FEET FROM R PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC: WELL. MINIMUM DISTANCE FROM R PRIVATE WELL TO R PRIVATE SEWER LINE IS 25 FEET AND TO R COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. F'E~.:I~I I T E>-~F' I F:E$ E:.EIZ:ErdB. E~: _--<:IL.. :]LD:5:l. I CERTIFY THAT l: I RM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET FORTH BY THE MUNICIPRLITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. ~: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 4 BEDROOMS. SIGNED: RPPLICRNT CAROL NELSON I _, "',UE[., ' V4. 0 CONSTRUC'k ION T ST IiAB, . ~^T£RI~L$ TESTING · ~U^LIT¥ CONTROL SOILS ENGINEERING P,O. Box 10-1126 / Anchornge, Al( 99510 / 24~1333 7103~d Ave. / P.O, Box 2540 / Fairbanks, Ak 99706 / 452-1267 / 456.§15§ March 17, 1981 SEPTIC SYSTEM REPORT For LOT 8A, BLOCK 2, D~AKE SUBDIVISION I NTRODUCT I ON This report was prepared to analyze the placement of a future septic system on Lot SA, Block 2, Drake Subdivision. The adjacent lots have well locations that prohibit unlimited use of the lot for any type of septic sytem. The wells on lots 1, 2A, 8B, and 7 require 100 foot separations and the well on lot 8C requires a 150 foot clearance since it is a class C well. Using these separation distances lot 8A would not have any feasible location for a system. Hence, the request for a variance to reduce the distance from the well on lot 8C to 120 feet. This distance would still meet Municipality of Anchorage separation codes. SITE CONDITIONS The topography of the area is fairly flat with a slight slope draining to the West. Little tree cover is present in the area which may have been removed by development. The subject lot is surrounded by developed lots used for private residents, except for lot 8C, which is semi-public used for a two-family dwelling. The lot fronts onto Maganzer Street, recently changed from Mallard Avenue. This street is surfaced with gravel and apparently has good drainage considering the lack of or poor ditches. No pollution was seen to contribute to the area from the road or other lots. SOIL CONDITIONS The subsurface soils condition are assumed to be similar to soils information taken from adjacent lots. This information reveals that the top foot or so is organic topsoil, followed by about 5 feet of inorganic silt and below this is a clean sandy gravel. The water table is located at about 12.5 feet, which creates problems for the installation of the drain field. The silt requires about 300 sq.ft, of absorbtion area per bedroom while the sandy gravel only requires 100 sq.ft. The drain field must be 4 feet above the water table and 4 feet below the surface, which puts the field half into "Professio.als workittg to desigtt attd build a better Alaska" the silt and half into the sandy gravel. The wells in the area only go to somewhere between 60 and 70 feet, and the well logs show the same material from the 5 foot to 60 foot depth as a clayey, sandy gravel and just sand and gravel below 60 feet. I doubt that there is clay in the material; what might have shown up was silt. But this does not agree with the septic system log as described earlier. Since most septic systems are more accurate in their loging procedure than visually inspected from well logs,~ I tend to feel that the material is more closely resembling a sandy gravel or gravelly sand. CONCLUSIONS The tendency of most individuals is not to waste developable land due to regulations. But it is necessary to consider the impact on our available water and the surrounding area. Lot 8A is located adjacent to 5 wells with the addition of a new well on itself. Considering the shallow wells, the high water table and the soil conditions, it appears that the water source for the wells may be only 4 feet below the septic drain fields in the area. However, this water must travel through a depth of 70 feet and horizontally over 100 feet. This should be adequate separation to insure clean well water. Proper lot planning done before any construction was started would have avoided the problem before it had begun. It is recommended that the variance be granted to reduce the separation distance required from 150 feet to 120 feet, and further recommended that the water be examined anually to determine the quality of the well water. This recommendation is based on the fact that the owner of lot 8A also owns lot 8C which is the most critical well in the area. Future change of ownership must be contingent on knowledge of the variance and water quality reports. Sincere~, Kinney R. Ba~ Senior Civil Engineer KRB/bc CONSTF,JCTION TEST LAB 180L W. 48TH AVE. STE. 'C' ANCHORAGE, ALASKA 99503 248-1333 PERFORMED FOR, Carol Nelson LEGAL DESCRIPTION: Lot 8A Block THIS FORM REPORTS: E~Visuol Soils Exominotion DATE PERFORMED: 7/16/81 Subdivision Drake D Percolotion Test 81-1593 DEPTH SOI L FEET DESCRIPTION NOTES - Peat - ~t 1' Brown Silt - ML 3' Brown, clean, gravely sand - SP 11' Brown, silty sand - SM 13' Saturated sand 16' BOTTOM OF HOLE WAS GROUND WATER ENCOUNTERED IF YES, WHAT DEPTH 13,0' .LEGEND ~ -- Perc zone · S- Sample token Yes ~, · -- Frozen zone ·- Water table I I t I I 1.1 i'1 I I I I i I I I t I I I l [ l'l IIIIlllllll IIIIIIIIllll I IIIIIIIIIIIIII1[111111~ GENERAL SITE SLOPE READING DATE GROSS TIME NET TIME DEPTH TO H20 NET DRAINAGE PERCOLATION RATE: PROPOSED INSTALLATION COMMENTS: · DRAINAGE REQUIREMENTS: 150 SF/Bedroom 13 SEEPAGE PIT ~3 DRAIN FIELD 13 OTHER TEST PERFORMED BY: K. Braun DATA CERTIFIED BY: Kinney R. Baxte~ DATE: 7/20/81 MUNICIPALITY OF ANCHORAGE 0. 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. 017-461-08 Legal description DRAKE BLK 2 LT 8A Site address 3001 MERGANSER AVENUE Expiration Date: 2/29/23 Current property owner(s) MORRIS GLENN M & DEBRA J X The On-site system(s) is/are approved for 4 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: By: lf/ Original Certificate Date: 11/29/22 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services 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 work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory X Tank Age Advisory Arsenic Advisory Other COSA Approval_June 2022 MUMUPZ-/kU TY OF AHCHORA GE Development Services Department a Phone: 907-343-7904 On -Site Water & Wastewater Section Fax. 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 017-461-08 Complete legal description DRAKE 132, LOT 8A Location (site address) 3001 MERGANSER AVE, ANCH AK Current property owner(s) MORRIS 2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS Day phone 3. TYPE OF WATER SUPPLY: ❑ Private Well ❑ Private Well serving 2 dwelling units 0 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 Age 2022 - 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: 0 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 $ 5�50 / Date of Payment / Waiver Fee $ Date of Payment COSA # O� Z 2_J5 1(5 Waiver # COSA Application—June 2022 COSA Checklist Legal Description: DRAKE B2, LOT 8A Parcel ID: 017-461-08 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system A. WELL DATA On Well log is filed with Onsite (or attached) Date drilled 6/28/72 Total depth 68 ft Cased to 68 ft N Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) 24 in. Date of flow test for COSA 11/4/22 Well production at time of test 5+ gpm Water storage tank volume gallons Well disinfected for coliform test? ❑ Yes 0 No F0 Coliform bacteria is Negative Nitrate 7.67 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L 0 Arsenic less than MRL (ND) Collected by Static water level at beginning of test 19 ft. Date 11/4/22 Comments "PRIVATE WELL FOR 2 LOTS, 8a, 8c, SEE ADEC APPROVAL W/ 120' WIAVER M NA B. TANK DATA Measured operating fluid level in septic tank 34 Date of pumping NEW TANK 2022 ❑ Required maintenance completed, if AWWTS Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 7/27/20 FN ALL standpipes present per record drawing Total measured depth from grade 7.6 ft (max) Measured depth to pipe invert from grade UN ft (min) FEI N/A — pressurized field. ❑ Per record drawings, field is insulated. ❑ Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) N If yes, enter date C. LIFT STATION X Required maintenance completed Age of lift station 2022 years Lift station material STEEL Comments: SEE ATTACHED INSPECTION Adequacy test date 11/4/22 Results ❑m Pass Fluid depth prior to test 3 in Water added 600+ gal New fluid depth 20 in Elapsed time 1440 min Final fluid depth 3 in Absorption rate 600+ gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) `48 in Effective depth used 3 in Effective depth remaining 45 in Comments/Deficiencies: i ASSUMED FROM MOA INSPECTION REPORT EAST TRENCH TESTED, WEST TRENCH WATER LEVEL RAISED 1" DURING TEST COSA Checklist June 2022 E. SEPARATION DISTANCES 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' ❑ Yes if No _ ft Neighboring Tank > 100' ❑ Yes if No _ ft Absorption Field on Lot > 100' ❑ Yes if No _ it Community Sewer Manhole/Cleanout > 100' F] Yes if No _ ft Private Sewer/Septic Line > 25' ❑ Yes if No _ 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 0 N/A- 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' Tank to Property Line > 5' Field to Property Line > 10' ❑� Yes if No _ ft ❑i Yes if No _ ft 0 Yes if No _ ft Water Main > 10' Yes if No _ ft Water Service Line > 10' Yes if No _ ft F. ENGINEER'S COMMENTS * SEE ADEC WAIVER IN MOA FILE Surface Water> 100' Wells on Adjacent Lots: Private Wells > 100' Community Wells > 200' g Yes if No _ ft [9 Yes if No _ ft ❑ Yes if No '120 ft If tank or field is under driveway comment below 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 Mi c(n Al Aec uo i RR Phone 727-8864 Engineer's Printed Name mcikc Ayat �o Date e^•,�1 `Z-1: � L �4 9 1t Y ENGINE �d NlFCi#A' N. ANRSCN ; 1• CE -94 9 COSA Checklist June 2022 Nitrate Advisory Certificate of On -Site Systems Approval # OSC221545 Subdivision: Drake, Block: 2, Lot: 8A A water sample revealed a nitrate concentration of 7.67 milligrams per liter (mg/Q. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Since nitrates are known to slowly increase, we recommend you monitor the water quality. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE General In~,ormation Application Date (a) Lesal Description (include lot, block, subdivision, section, township, range) /-,~,F 84, Bt,~cl~ E : ,Dr~l'r~.. &~o(,~ta, o~ .... 'Location (address or directions) (b) Applicants Name .... ,~,~,"~! ,4' k' Telephone- Home~?~'-?$t~Business (c) Applicant is (check one) Lending Institution ~--~ ; Owner/builder ~; Buyer ~ ; OCher [ [ (explain); (d) Lending Institution Telephone (e) Real Estate Co. & Agent Address Telephone (f) Mail the HAA to the following address: 2. Type of Residence Single-Family~ Number of Bedrooms Multi-F~ily~--~ - Other (describe) 3. ~ater S,upply Individual Well ~--~ Community ~ Public Note: If community w~ll system, must have written confirmation from the State Department of Environmental Co.nse~vation attestir~ to the legality and status. 4. $9~age Disposal Note: If community w~ll system, must have written confirmation from the State Department of Environmental Conservation attestin~ to the legality a~i status. [Page I of 2] 5. Engineerin~ Firm Providin~ 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 ~ype of structure indicated herein.- I further verify that, based on the info.nation obtained from the Municipality of Anchorage files and from my investigation and inspection, the om-site water supply and/or wastewater disposal system is in compliance with all Municipal amd State codes, ordinances, and regula- tions in effect on the date of this inspection. e Approved for ~/e"~ bedrooms Approved ~ , Disapproved Conditional Terms of Conditional Approval CAUTION THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF ~.ALTH AND ENVIRONMENTAL PROTECTION (DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT- ATIONS 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 REQUIRE- MENTS. EMPLOYEES OF DHEP DO NOT CONDUCT INSPECTIONS OR ANALYZE DATA BEFORE A CERTIFICATE IS ISSUED. THE MUNICIPALITY OF ANCHORAGE IS NOT RESPONSIBLE FOR ERRORS OE OMISSIONS IN THE PROFESSIONAL ENGINEER'S WORK. (DHEP SEAL) RR4JeJJD18 [Page 2 of 2] 7-19-84 MUNICIPALITY OF ;~NICIPALITY OF ANCHORAGE (MOA) ANCHO ' DEPT. OF HEALTH & HEALTH AUTHORITY APPROVAL (HAA) · ENVIRONMENTAL PROTECTION CHECKLIST - FEBRUARY 1984 264-4720 JAN 2 0 1986 Legal Description: J. Ot RECEIVED . A. WELL DATA Well Classification e~-.*' If A. B, C, D.E.C. Approved (Y/N) Well Log Present (Y/N) ~ Date Completed {~'"/¢-~ / ~'~,, . Yield , ~,, Total Depth 0"~ Cased to ~ Depth of Grouting _ ~,~. Static Water Level I~ ~ ~elet.~ -~. Pump Set At , ~ ~ Casing Height Above Ground ~ ° , Sanitary Seal on Casing (Y/N) Electrical Wiring in Conduit (Y/N) ~ , Depression Around Wellhead (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot ~ a 7 * , ; On Adjo ning Lots To Nearest Edge of Absorption Field on Lot 1~ ; On Adjoining Lots r i TO Nearest Public Sewer Line ~J*~* To Nearest Public Sewer Cleanout/Manhole J~' , To Nearest Sewer Service Line on Lot Water Sample Collected by ~1~, 4~/ '; Date Water Sample Test Results . .~t'~ J/ EL SEPTIC/HOLDING TANK DATA Date Installed ~' ~'~/~'/ Size , I ~'~'~ ~ NO. of Compartments Standpipes (Y/N) Y' . , Air-tight Caps (Y/N) ~ Foundation Cleanout (Y/N) Depression over Tank (Y/N) , ~ Date Last Pumped t ~-./ Pumping/Maintenance Contract on File (Y/N) ~N~ ~!,. ; for , ~-~,*, ' Holding Tank High-Water Alarm' (Y/N) ,~J~ Temporary Holding Tank Permit (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well 1 ~ To Property Line ~'",'",'",'",'",'",~ ~O ~ To Disposal Field ~' ~ To Water Main/Service Line r ~ i . To Stream. Pond. Lake, or Major Drainage Course _~, a::~O' -' - Page 1 of 2 72-026(11/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed ~. / ~ /'8! Width of Field ~¢::3" Square Feet of Absorption Area Depression over Field (Y/N) Results of Last Adequacy Test ~'~' Separation Distance from Absorption Field: To Water-Supply Well I To Building Foundation Lot N, TO Water Main/Service Line To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Type of System Design Length of Field 0~- Depth of Field Gravel Bed Thickness Standpipes Present (Y/N) Date of Last Adequacy Test To Property Line To Existing or Abandoned System on ; On Adjoining Lots ~, 3o ' To Cutbank (if present) H,~. D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for ~ 1 2 Electrical Codes ~N) Comments ~/Z~/,9'/ ,Noa ¢ Dimensions Manhole/Access (Y/N) "Pump Off" Level Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. /.et Signed ~ ~'-~ Date Company /~'[~z'Z3(~/~' ~"~ ~v'*'~'¢4'MOA No. Receipt No. ~::)'-'~ {~ A. ~ Date of Payment | Amount: $ ~'~ Page 2 of 2 72-026 (11/84) Engineer's Seal 'comments.~_,~A~r ,,_ - ~ r ' ~lld t o~al Appm~al~ (,~/~ ~' ' Date Sewerlnstat ed ' ' - Perm. t N~. ........ Septl¢ "an 81: · ~ ~1'~ HoldtngTank Size ..... -,;'?.,.. .- . .... SoUs Ratbg Well To Absorption Ama ' . Well Log Received , - Well t° Tank ~-~o,&Agent --_'" -~--- ' ' .~-- ' ." Phone' Legal DeScription L~~~ ;-~ :~ ~L-- '~-'_ ~- ~': ~~~.-:%: ~ ~. -;-. -/ - ~. ..... : . --_. - . - . ~': ~ :'"_ "--. '- ~I~i:~IY '- - -: 'No. of Bedrooms - - -_ · , ~-Other ' - . . .- - -/ ..... , . - . "- al - H:W~L. LO~ A welli°gls requlr~ for ~t wells drilled since June ~commuhlty ~~~- -~ ~1~ .Weflsdrllled prior tothat date, glvewelt depth (attach log tf Se~e Disposal ~ _ ?'~:;~} ~'-;:,~; -- - -- , ' ~lndlvldUal ~ ~ ~' :*' ~ Ye~lnd~dual_.~atalled: . · ./~ D;-~dlngTank . -,, , ~ .... _- :. ~:' :'-.; --- _- - - ' .... '~: ;,"~T~: ~HE ,NsPEcT~N ~ MU5T A~ ~""U~T B" lNG CAN BE STATE OF ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION AND-OPERATION CERTIFICATE for PUBLIC WATER SYSTEMS APPROVAL TO CONSTRUCT Plans for the construction or. modification of ~ ~ / _in g/ '~' ~ ~ public water system located Alaska, submitted in.accordance with 18 AAC 80.100 ,~,< <.j have been reviewed and are by [] approved. ~l~/:conditionally, approved (see a~aeh~d copditions). · ~ ~ ~".~' ~-'4 ~ ~ i~~ ~ ~ ,~ ~ TITLE ~,/ DATE If construction has not started within·two years of the approval, date, this· certificate is void and new plans and specifications must,~e subm tted for review-and approval befo[~,construction. Change (contract order no. or descriptive reference) Approved by Date C. APPROVAL TO OPERATE The "APPROVAL TO OPERATE" section must he'completed and signed by the Department before any water is made available to the public. The construction of the '~' ( , ? ~* ~;(~ public water system was completed on ~ ;/?'~ /-7 '7 , ~ v , /~ (date). The system is hereby granted interim approval to operate for 90 days following the completion date. BY TITLE DATE As-built plans submitted during the interim approval period, or an inspection by the Department, has confirmed the system was constructed according to the approved plans. The system is hereby granted final approval to operate, BY TITLE _/ DATE 18-0407 (Rev. 11183) DISTRIBUTION: 1, WHITE - ENGINEER (Complete Section C) 2. YELLOW - WATER SYSTEM FILE (Complete Section C) 3. PINK - ENGIN EER/MUNI-BOROUGH (Complete Section C) 4. GOLDENROD - MUNI-BOROUGH (Complete Section A) ~RA Box 1531-R Anchorage, AK 99507 Subject: Lot 8A, Block 2, Drake S/D Contaminate Separation Waiver Request 437 E Street Second Floor Anchorage, AK 99501 P.O, Box 1207 Soldotna, Alaska 99669 (907) 262-5210 P.O. Box 1064 Wasilla, Alaska 99687 (907) 376-5038 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION MAR 1.. 8 1981 RECEIVED Dear Mrs. Nelson: We have reviewed the Engineer's Report concerning the surface and subsurface conditions of lots Sa, 8B, and 8C. We hereby grant a waiver of 18 AAC 80.020 which requires a minimum separation distance of 150 feet between a class "C" well and a septic system to 120 feet. Please note that the septic tank must also be at least 120 feet from the duplex well and 100 feet from the private wells. Your subsurface, private sewerline must be at least 75 feet from the duplex well and 25 feet from a private well. The Municipality of Anchorage will require that you obtain an on-site sewer permit prior to installing the septic system. You may obtain your permit from: Municipality of Anchorage Department of Health & Environmental Protection 825 L Street Anchorage, AK 99501 If you have any questions concerning our review of your waiver request, feel free to contact me. ccCMunicipality of Anchorage D.H.E.P. 825 L Street Anchorage, AK 99504 Sincerely, Thomas L. Murrell Environmental Engineer .6LH TLM/J ih GE:(}SGE M. SULLIVAN, 11 N:I)/', f:,l ~' 5,11 I'.~ 1 (') !: N i A i '!'! I a, f',j D i~ l',J \,' I [ ~, C) I',l ~,1 ~] N 't'/'., L P FI O T' E C'¥'i O J'9 February 11.8, 198]. Environmental Conserva'k. ion State of Alaska 43'7 E Street .- 2nd Floor Anchorage, A].aska 99501. Subject: Lot 8A Block 2 Drake Subdivision The Municipality of Anchorage has no objections to ]:'eduction ,Df protective well radii to ]_20 feet in 'hhi$ instance. There are no water supply quality problems in the area. The request for reducti, en of distance is being referred to the Deparkment of Environmental Censervation for their reivew and decision regarding State requirements. If there are any further questions, please call this offic, e a.t 264-4720 or Environmen't:al Conservation at 274-2533. Sincerely, Les N. Buchholz, R.S. Senior Environment:al Specialist LNB/1 j w cc: Carol/Jeffery Nelson Star Route A Box 1531-R 99507