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Home My WebLink AboutHOMESTEAD HILLS BLK 2 LT 2Onsite File ms t r Municipality of Anchorage Community Development Department Page 1 of 3 On -Site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 - http://www.muni.org/onsite •(907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number. OSP171105 PID Number. 015-173-17 ❑ New ■ Upgrade Name: DALE NORMANDIN ABSORPTION FIELD ■ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address: 4330 TRAPLINE DRIVE 'ANCHORAGE, AK El Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: 742-3866 3 0.8 GPDft Ft 10 (MAX.) Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade: SEE DWG. Fl. Gravel depth beneath pipe: 7.02 & 7.02 Ft Subdivision: Block: Lot: HOMESTEAD HILLS 2 2 Fill added above original grade: SEE DWG. PIL Gravel length: (30 & 30) 60 Ft. Township: - Range: - Section: - Gravel width: Beds Number of lines: Distance between lines: 2.5 & 2.5 FIL Ft. SEPARATIONDISTANCES Total absorption area: 840 SQ Ft Number of trenches: 2 Dist. between trenches: 14+ Ft. To From Septic Tank Absorption Field Lift Station Holding Tank PubliuPrivate Sewer Lines Well - - - - 25'+ TANK ■ Septic ❑ S.T.E.P. ❑Holding ❑ Other Manufacturer: Capacity: Surface Water 100'+ 100'+ - - N/A ANCHORAGE TANK 1250 Gal. Lot Line5'+ .1.+ - - Material: STEEL Number of compartments: 2 Foundation 5'+ 10'+ - - LIFT STATION Curtain Drain NONE KNOWN Manufacturer: C r Gal. Remarks: PER CONTRACTOR, OLD SEPTIC SYSTEM WAS DECOMMISSIONED PER UPC. "Pump on" level at"Pump oM' level aC High water alarm at NEW SEPTIC IS 200'+ FROM COMMUNITY WELL. Pump Make & Model, Electrical Inspections performed by: 'WR#OSP171039 PIPE MATERIAL House to tank EXISTING/D3034 Tank to D3034 dralnfield Installer A+ HOME SERVICES Drainfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 100.00 Ft. Inspection Location and Description: Dates: 1st 6/21/2017 2nd 6/21/2017 3rd 6/21/2017 4th 6/22/2017 TOP OF BACK GARAGE SLAB ENGINEER'S SEAL Community Development Department ApprovalOF Conditional approval: Date: �.••""•�� ?•°�� .• ♦j ■ ........ ...... .......... 0 /♦ ..... ..................•.�....■ 0Ga ess ♦�'CE- 3 4 Q0 4111P LICENSE 1�"ROFE ;�:•••• #ANIIAVIIIII ECC884 IL AAV pproved: Date: — ,6 Inspection Report _7-1-12.doc PERMIT NUMBER: RECORD DRAWING I N G PARCEL ID NUMBER: OSP 171105 015-173-17 A I B I C ST2 1 25.1 1 42.1 1 30.6 DBL3 1 23.8 1 42.4 1 32.0 MT4 101.1 HOMESTEAD HILLS; BLOCK 2, LOT 1 200' WELL RADIUS, WEST LOT LINE, AND SOUTH EASEMENT WERE LOCATED BY A PROFESSIONAL LAND SURVEYOR (RETAINED BY A+ HOME SERVICES) PRIOR TO CONSTRUCTION. ON 6/21/2017 MIKE BLAKESLEE (AND DOUG) WITH A+ HOME SERVICES CONVEYED TO DAVID GARNESS, EITTHAT THEY HAD EXCAVATED AND CONFIRMED 14' SEPARATION FROM THE ABANDONED SEEPAGE PIT TO THE NEW DRAINFIELD -. GEG WAS NOT ONSITE FOR THIS WORK. HOMESTEAD HILLS; BLOCK 2, LOT 6 APPROXIMATE LOCATION OF KEY BOX PER MOA RECORDS i DRIVEWAY v TRAPLINE DRIVE EXISTING 3 BEDROOM HOME/ i B T.DBL1 CHED & DBL2 A1250 GILLONSTEELSEPTICTANK L3 & DBL4 I01 10' UTILITY EASEMENT NEW DRAINFIELDS HOMESTEAD HILLS; BLOCK 2, LOT 5 GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS -- 3701 E. TUDOR ROAD, SUITE 101 - ANCHORAGE, AK 99507' PHONE (907) 337-6179' FAX (907) 338-3246' WEBSITE: www.garnessengineering.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DALE NORMANDIN 742-3866 2 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: HOMESTEAD HILLS; BLOCK 2, LOT 2 L.K.B. TYPE OF WORK: DATE: I,._ RECORD DRAWING 7/10/2017 HOMESTEAD HILLS; BLOCK 2, LOT 3 1'= 40' HOMESTEAD HILLS; BLOCK 2, LOT 4 .....................0 , 'z .... .........................0 ♦♦ m- e G mess ♦ CE -795 ♦♦i�F�•'•••• s'' �: LICENSE ,111.\\S\�S• •• #AECC884 / PERMIT NUMBER: PARCEL ID NUMBER: OSP171105 RECORD DRAWING 015-173-17 TOP OF TANK - AT INLET= 94.46 INVERT OF BUNG AT INLET= 93.82 WEST TH#1 7MT I7C�-O� rT HIGHESTPOIINT9 GRADE@5.72 I I I I 7.02 FEET RELATIVE ELEVATION @ BOTTOM OF T.H. = 79.22 (T.H. DRY ON 6/20/2017) FINAL GRADE = 100.10 - 100.21 ST1 ST2 n__ TOP OF TANK AT OUTLET = 94.48 NEW 1250 GALLON SEPTIC TANK INVERT OF BUNG AT OUTLET = 93.72 FINAL GRADE = ORIGINAL GRADE @ MT CO FINAL GRADE= TH#1 96.14-96.81 HIGHEST POINT= 96.42, R" 9787 9810 \r FILTER FABRIC /\ I I I I 1i-- FILTER FABRIC INVERT OF PIPE =92.74 1 RfWdtv.R:W— INVERT OF PIPE= 93.44 7.02 FEET BOTTOM OF BOTTOM OF TRENCH = 85.72 _ TRENCH =86.42 - 14'+ RELATIVE ELEVATION @ BOTTOM OF T.H. = 79.92 (T.H. DRY ON 6/20/2017) F. GARNESS ENGINEERING GROUP, Ltd00 ...:....... 9 ............ 3701 E. TUDOR ROAD, SUITE101•A CIVIL & ENVIRONMENTAL ENGINEERS __--__--_ _ - - - -- - -� 00 -ANCHORAGE, AK99507-PHONE (907)337 -6179 -FAX (907) 338 -3246 -WEBSITE www.gamessengineenng.com ••••• •• • • • •••••••••• ••••••••••••••. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 e A. ar eSS ki Ar DALE NORMANDIN 742-3866 3 OF 3 •��CE-795 ' _� PROJECT/LEGAL DESCRIPTION: DRAWN BY: I• HOMESTEAD HILLS; BLOCK 2, LOT 2 L.K.B. X14 FQ•p/�•�g�•!• S •�': •• TYPE OF WORK: DATE: /14 `S` \ � RECORD DRAWING 8/15/2017 #AECC884 1� .10 ,5N'""""'`mak MUNICIPALITY OF ANCHORAGE ,,.„,,, • On-Site Water& Wastewater Program � S.; PO Box 196650 4700 Elmore Road •. K\''' Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 ,. http://www.muni.org/onsite l ch:u-tmcnt On-Site Wastewater Disposal System Permit Permit Number: OSP171105 Effective Date: 6/5/2017 Work Type: Septic Upgrade Expiration Date: 6/5/2018 Tax Code Number: 01517317000 Site Legal Address: HOMESTEAD HILLS BLK 2 LT 2 G:2636 Site Mailing Address: 4330 TRAPLINE DR, Anchorage Owner: NORMANDIN DALE R & DEBRA J Lot Size in Sq Ft: 23434 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 3 This permit is for the construction of: RI Disposal Field IA 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 -. --__ Received By: ^/� Date: CC2/51( i Issued By: /tt � � / Jr/ 7� Municipality of Anchorage410,,,„," .s ,,,. De parrhncnt P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muni.orq/Onsite Development Services Division On-Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW **** Waiver#: OSP171039 COSA#: Permit#: OSP171105 PID#: 015-173-17 Legal Description: Homestead Hills B2 L2 Engineer: Garness Engineering Group Applicant: Dale Normandin Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 1.0 feet. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. t Waiver is Granted: X Waiver is not Granted: Date: fo/.� 7 Approved by: g'./(:442-a-Z---, /// Name of Reviewer **** VARIANCE/WAIVER REVIEW *'k'k* 910'7 Nu MUNICIPALITY OF ANCHORAGE' 1 ° LU Ci •Community Development Department Phone, 907,343-7904i Development Services Fax: 907- 343:7997 On-Site Water& Wastewater Program Mayor Dan Sullivan On-Site Sewer/VVell Permit Application For A Single Family Dwelling Parcel I.D. 015-173-17 Property owner(s) DALE NORMANDIN Day phone 742-3866 Mailing address 4330 TRAPLINE DRIVE ANCHORAGE,AK Site address 4330 TRAPLINE DRIVE ANCHORAGE,AK Legal description (Sub'd, Block&Lot) HOMESTEAD HILLS; BLOCK 2,LOT 2 Legal description (Township, Section& Range) Lot Size Sq.Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (®all that apply) Initial ❑ Single Family (SF) El Absorption Field ® (w/wo ADU) Septic Tank ® Upgrade Duplex (D) ❑ Renewal ❑ Holding Tank ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: DRAINFIELD TO LOT LINE Distance: 1 FOOT I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP,Ltd. _ (Signature of property owner or authorized agent) Permit/Rush Fees: ' (LA Waiver Fees: a I 5- Date Date of Payment: 61?-(011 Date of Payment: 5-bleb 7 Receipt Number: 6)-$196t _ Receipt Number: -ige) Permit No. O'j P l i UD5 Waiver No. O431i 11 t o 3 C:1l (Rev.01/11) if 9. s Q ni I le GARNESS ENGINEERING GROUPLtd h hti 1 ` r. " r ', r" CIVIL&ENVIRONMENTAL ENGINEERS Dealer May 22, 2017 Municipality of Anchorage Development Service Department On-Site Water &Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Upgrade for Homestead Hills; Block 2, Lot 2 To whom it may concern: The existing 3 bedroom house is served by a community well and septic system. The drainfield is in a state of failure and needs to be upgraded. We are proposing to install a new dual trench type drainfield and 1000 gallon steel septic tank. One testhole was excavated on the property and the drainfield is designed within its 30 foot radius. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 2017 logs which show the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: As can be seen on the attached design drawing, the average topography around the proposed drainfield is 10%. 5. WAIVERS: We are requesting that your department issue a variance from the required separation distance of 10 feet from drainfield to lot line down to 1 foot. Per MOA records, the existing drainfield on Homestead Hills; Block 2, Lot 1 is located in the northwest portion of the lot. In short, it is greater than 14' from the proposed drainfield. Additionally, the existing seepage pit location as shown on the design drawing is approximate. Efforts will be made to maximize the distance from the proposed drainfield to the existing seepage pit. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. Sincerely Jeffre arne P.E . Presi en 3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com • I DESIGN CRITERIA: j GEG,Ltd.HAS A 8 PAGE SPECIFICATION — NUMBER OF BEDROOMS:3 LETTER THAT PERTAINS TO THIS DESIGN.TO OBTAIN A COPY OF THE LETTER CONTACT NOTE:THE CONTRACTOR SHALL GALLONS PER DAY(GPD):450 GEG.BY PROCEEDING FORWARD WITH THIS PERCOLATION RATE/S:4.4 MINUTES/INCH INSTALLATION,THE ENGINEER,WELL DRILLER, HAVE THE WEST&SOUTH LOT LINES, ALLOWABLE APPLICATION RATE:1.2 CONTRACTOR AND PROPERTY OWNER AGREE AND 200'WELL RADII FLAGGED BY A PROPOSED APPLICATION RATE:0.8 THAT THEY HAVE READ THESE REGISTERED LAND SURVEYOR PRIOR MINIMUM DRAINFIELD SQ.FT.:562 FT' SPECIFICATIONS AND AGREE TO ACCEPT THE TO CONSTRUCTION. -� TERMS AND CONDITIONS OUTLINED. DRAINFIELD DESIGN: MAXIMUM DEPTH:10 FEET APPROXIMATE LOCATION OF KEYBOX PER MOA RECORDS WIDTH:2.5 FEET LENGTH:2 @ 30 FEET EACH M.O.A.APPROVED SAND FILTER:N/A TRAPLI N E DRIVE --_- -- EFFECTIVE:7 FEET REDUCTION FACTOR:N/Ad'-�, - °' // ACTUAL SQ.FT.: 840 FT' • - d / HOMESTEAD HILLS,BLOCK 2,LOT 1 a / / • COMMUNITY WATER 4•- 4. / / SLOPES SHOWN WERE CONFIRMED . ° / DURING GEG SITE VISIT AND / ° EXCAVATION OF TESTHOLE / / CONTRACTOR TO CONFIRM 14' SEPARATION BETWEEN PROPOSED EXISTING 3 BEDROOM HOME EXISTING SEPTIC TANK TO DRAINFIELD AND SEEPAGE PIT;IF / BE DECOMMISSIONED PER SEPARATION IS NOT MET,A DIRT PLUG / UPC WILL BE INSTALLED DBL 1&2 DRAINFIELD FOR HOMESTEAD DBL 3&4 / HOMESTEAD HILLS;BLOCK 2,LOT 3 / ` HILLS;BLOCK 2,LOT 1 IS NOT ST t� / PROPOSED 1250 GALLON SEPTIC WITHIN 14 FEET OF THE PROPOSED SHED T TANK;INSTALL DOUBLE DRAINFIELD(NORTHWEST PORTION / CLEANOUTS BEFORE TANK OF PROPERTY) / COMMUNITY WATER r____4 EXISTING SEEPAGE PIT II TO BE DECOMMISSIONED 1 FOOT WAVIER REQUEST—,•.-11-.0-- / 0-5% PER UPC C• 14'+ Nits-1 ; Slet 0-5% T PROPOSED TRENCH 4G g a Cs WATER MAIN IN EASEMENT TO BE M H#1 C1 I a�� 8`�`' PROFESSIONALLY LOCATED PRIOR ,off/ TO INSTALLATION OF THE TRENCH •.'T APPROXIMATE LOCATION \\(//._ COI OF 200'WELL RADIUS 5% 10'UTILITY EASEMENT r+ I N COMMUNITY WATER I COMMUNITY WATER S ALE: liii HOMESTEAD HILLS;BLOCK 2,LOT 6 �1 HOMESTEAD HILLS;BLOCK 2,LOT 5 1"=40' 1 COMMUNITY WATER 1 1 ., ' " �1, / 4L. AlIC- I - •i 1 • • \•• • - GARNESS ENGINEERING GROUP, Ltd ; = 4'.'� ... • CIVIL&ENVIRONMENTAL ENGINEERS 3701 E.TUDOR ROAD.SUITE 101'ANCHORAGE,AK 99507•PHONE(907)337-6179'FAX(907)338-3246'WEBSITE:www.garnessengineering.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ♦(il : Je - •. ar -ss r Lu a DALE NORMANDIN 742-3866 2 OF 2 ��-1 CE-7 53 ,' 4 PROJECT/LEGAL DESCRIPTION: DRAWN BY: A "'X .'• •.•• (,�� •� • HOMESTEAD HILLS; BLOCK 2, LOT 2 D.J.G. 1'4'4./4 PROFESS '(��•..• •1 Ok°'�.. TYPE OF WORK: DATE: 1, ;� '4 SEPTIC SYSTEM DESIGN UPGRADE 6/2/2017 #AECC884 , 'ass**4.'44 J 0011111111 g II OF • ...-<v,,..,. ,,+oto • GARNESS ENGINEERING GROUP, Ltd ;.aI ± .. a . , CIVIL& ENVIRONMENTAL ENGINEERS • • 3701 E T1D0H1 NOM.SU'E 101•ANCHORAGE,6(99507• t'.'8179'FAX 1907)7367316•NEBSITE rww gamessanprwNtpcan ON‘.4.1 � • - ;Itt SOIL LOG - PERCOLATION TEST *•�c' rC 79 3ness ; / o~.~., : GRI~ER ANCHORAGE AREA BOROUgh! DE~,~RTMENT OF ENVIRONMENTAL OUALrr. 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: MAILING ADDRESS /~/ ~'~-,'~---'~--~ .J~7-; LEGAL DESCRIPTION L~Z~.~ ~% PHONE DISTANCE FROM WELL ~--~,,~7~,'/M'//~.~" MATERIAL /7 7~.~ LIQUID CAPACITY /~4~ ~ ~ GALLONS. INSIDE LENGTH NUMBER OF .COMPARTMENTS ,-""~ S ID E WIDTH ~....~ LIQUID ~--.--- DEPTH__ SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS / OUTSIDE DIAMETER ~ OR WIDTH LINING MATERIAL_~'~/'/~''2-~r'~'~'~ ,~,~ ~x-~', DISTANCE FROM WELL NEAREST LOT LINE : TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) , LENGTH DEPTH . BUILDING FOUNDATION~Z~/--~c SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELl FOJ..LI3LDAT!Oh! , NEAREST LOT LINE NUMBER OF LINES .//'~DISTANCE BETWEEN LINES ~ TRENCH WIDTH DEPTH: TOP OF'fILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE TOTAL LENGTH OF LINES IN. TOTAL EFFECTIVE IN. ABOVE TILE WELL: TYPE ,~/~Z,~/~'/,//~",,~, DEPTH ~ DISTANCE FROM ~._..__.~ ., BUILDING FOUNDATION. NEAREST SEPTIC ~ SEEPAGE · LOT LINE ~ , SEWER LINE ~ ,TANK , SYSTEM__ WATER SAMPLE__ ~ , NEAREST ~ OTHER , CESSPOOl , SOURCES DISTANCES: DIAGRAM OF SYSTEM GrEa,£r ANCHORAGE Area BoruuGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD POUCH 6-650 ANCHORAGE, ALASKA 99502 TELEPHONe 27~-3636 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERM,TNO. 2161 LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OP FACILITY TO BE SERVED ~ FINANCED THROUGH ~ SO,L TESt rESULTS COMPLETION DATE ANTICIPATED SEEPAGE PIT /~---' , DRAIN FIELD OTHER NOTE; THIS PERMIT IS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE .///~/~Z~) '~ TYPE fi/~-~:~-~- MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK / FOUNDATION TO SEEPAGE PiT ~ . Drain FIELD SEPTIC tank TO SEEPAGE Pit Wall //~/ SEPTIC TANK J~/ SEEPAGE Pit C:~ /~ ~ DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK SEEPAGE PIT DRAIN PIELD WATEr MAIN TO SEPTIC TANK DRAIN FIELD ~ / ., DRAIN FIELD TO RIVER, LAKE STREAM. ALSO CONSIDER AREA WELLS. SEEPAGE PIT CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. SEEPAGE AREA SiZE TYPE DIAGRAM OF SYSTEM GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS rEGARDING ~NSTALLATION. HEALTH A [~T H~O r ITY OR LICENSED DESIGNER CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE R&M Civil Engineers ENGINEERING & GEOLOGICAL CONSULTANTS 229 EAST 51st. AVE. - P.O. BOX 6087- ANCHORAGE, ALASKA 99503 TELEPHONE 907-279-0483 TELEX 090-35419 Geologists Land Surveyors JAMES W. ROONEY, P. E. MALCOLM A. MENZIES, P.E., L.S. JAMES H. WELLMAN, P.E. June 19, 19 72 R& MNo. 26511 RALPH R. MIGLIACClO Engineering Geologisf~ Mr. Ken Nix Pennlnsula Excavating 1TIPlace Street Anchorage, Alaska 99504 RE: Test Hole and Soil Log Report for Sanitary System Lot 2, Block 2, Homestead Hills Subdivision Dear Mr. · Nix: We are submitting herewith the test boring results and our comments re- garding soll conditions encountered at the subject site. This investigation was performed in accordance with your request of June 14, 1972, and those procedures oul;lined in a letter dated September 13, 1971by Mr. Rolt~ Strick- land of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down within the Lot 2 area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with a tractor-mounted backhoe and the test hole was extended to a total depth of 14 feet; below ground surface. One sam- ple was recovered from the bottom of the test hole and retained for grain size analysis. The sample will be held in storage, up to approximately one month, for possible testing before it is discarded. The final log prepared for the test hole has been included in Drawing A-01. Ground water was not encountered in the test hole. We apprecial;e being given this opportunity to be of service to you. Should you have any questions with regard to 'the above, please do not hesitate to contact us. Very truly yours, R & M ENGINEERING & GEOLOGICAL CONSULTANTS yJames W. Rooney JWR: wb cc: Greater Anchorage Area Borough T.H-I 6-15-72 ORGANICS ORGANIC SILT Redish Brown SILTY SANDY GRAVEL (GM) SANDY GRAVEL (SW) 0,0r 3,01 5.01 SAND W/SOME SILT (SP-SM) SILT W/SOME GRAVEL, (CH) CLAY, Dense SAND (SP) SILT W/SOME GRAVEL CLAY ~ Dense 14.0' No water table Note: Test hole excavated with tractor mounted backhoe. I~ngln®erlng ~ Geological Consultants ANOHORACIE FAIRBANKS ALA,~KA dUN~AU Joy Property LOG OF TEST BORING Anchorage Alaska DATE 6-15-72 JSCAL~: I"= 2' I[~wN BY P~W ��co '1897� • �' ?\� . Municipality of Anchora SEP z ru) On-Site Water and Wastewater Program (907) 343-7904 01 6 8 L95 Certificate of On-Site Systems Approval Parcel I.D. 015-173-17 Expiration Date: zI 1. GENERAL INFORMATION: Complete legal description Homestead Hills; Block 2, Lot 2 Location (site address) 4330 Trapline Drive *Anchorage. AK Current Property owner(s) Dale Normandin Day phone 742-3866 Mailing address Real Estate Agent Day phone 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well LJ Individual Individual Water Storage [ Holding Tank (1 Community Class A Well ® Community ❑ Public Water System ❑ Public Sewer n WaiverNariance request for: Distance: Received by. � Date: tai COSA to be relea- to the a .sneer, unless otherwise requested by the engineer. COSA Fee $ `P o91e3•`S-D Waiver Fee $ Date of Payment 61/26-11-9- Date of Payment Receipt Number Receipt Number COSA# O C/q1"4S3 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: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road,Suite 101-Anchorage, Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: '/7 c/i 7- 400004 In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system o' ' OF a ., in accordance with the guidelines and regulations established by the Municipality of Anchorage and ••. `- c r industry practices. The reported results describe the condition of the system/s on the date/s of the p P.•'• / „.1- evaluation. Separation distances were measured to readily identifiable features. Hidden defects or • 4 T .%.-37*Q encroachments may exist that were not identified during the evaluation. The operational life of all wells / * , 0 and septic systems depend upon a variety of variables, including but not limited to, soil conditions, 4 VA I groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship),and the water usage of the family utilizing the system/s. These conditions can vary,and /. V - are outside the control of GEG. Satisfactory test results do not guarantee future performance of the / e f ry Ga ess system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of QO CE-795 Q0 the well or septic system. GEG makes no representation whether an alternative well or septic system v04 • 7' �eQ can be installed on the property in the event either of the current systems fail to perform adequately in QQf'. • gJ.ZS, d =7 the future. The content of this report is for the sole benefit of the person/party that retained GEG to 4pPO'Professiono\ perform the evaluation. Reliance upon the information provided in this report by any other person or ��000QaQ� party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. #AECC884 6. DSD SIGNATURE System #1 Approved for 3 bedrooms System #2 Approved for bedrooms Disapproved `\:-`k• �(SOF ', Conditional approval for bedrooms, with the.f f Vying stipulati�f `•�, ON-SITE rye`- WKTER AND WASTEWATER o PROGRAM am.= ��SER\I\G! By: ' - _ 1 - Original Certificate Date: 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 Nitrate Advisory Septic System Advisory _ Arsenic Advisory Well Flow Advisory Other COSA blue sheet_10-10-12.doc If more than 1 septic system is on the lot: COSA Checklist # of Structure served by this system __ .. Certificate of On-Site Systems Approval Checklist Legal Description: Homestead Hills; Block 2, Lot 2 Parcel ID: 015-173-17 A. WELL DATA Well typecommunity If® B, or C provide PWSID# 211669 Well Log (YIN) Date completed Sanitary seal (Y/N) Wires properly protected (Y/N) Total depth ft. Cased to ft. Casing height (abo - 'round) in. FROM WELL LOG AT IN ' CTION Date of test Static water level ft. ft. Well production g.p.m. g.p.m. WATER SAMPLE RESU :. Coliform colonies/100 ml. Nitrate mg./L. Collected by: A ic: ug./L. Date of sample: B. SEPTIC/HOLDING TANK DATA **Double cleonouts prior to septic tank. Tank Type/Material Septic/Steel Date installed 6/21-22/2017 Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) Yes Foundation cleanout (Y/N)**Yes Depression over tank (Y/N) No High water alarm (Y/N) N/A Date of pumping New Pumper — C. ABSORPTION FIELD DATA *Below Final Grade Date installed 6/21-22/2017 Soil rating 'or ft /bdrm) 0.8 System type Deep Trench Length 30 & 30 ft. Width 2.5 & 2.5 ft. Gravel below pipe 7.02 ft. Total depth *10.4+ ft. Eff. absorption area 840 ft Monitoring tube Yes Depression over field No Date of adequacy test New Results (Pass/Fail) Pass For 3 bedrooms Fluid depth in absorption field before test — in. Water added — gal. New depth — in. Elapsed Time: — min. Final fluid depth — in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) None Known If yes. give date — D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N) "Pump on" level at in. "Pump off" level at in. High water alarm level at in. Datum Cycles tested Meets alarm & circu •uirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: COMMUNITY Septic tank/lift station on lot On adjacent lots Absorption field on lot On adjacent lots Public sewer main Public sewer manhole/cleanout Sewer/s-• service line Holding tank •nimal containment areas Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ PVT & 200'+ PUBLIC SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line *1'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain None Known Wells on adjacent lots 100'+ PVT & 200'+ PUBLIC F. COMMENTS *WR#OSP171039 ooQooODO\ G. ENGINEER'S CERTIFICATION \� �F.... . ,s�o O • DO • I certify that I have determined through field inspections and * 4: Ta review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this Q . lAv date. O Jef . arses Engineer's Printed Name JEFFREY A. GARNESS Q s 7 5 \ gyp V(1% ! a Date Z S !�' ��Op°�-d • � ••So\ o � ' OQ professloo� v 40000' #AECC884 (Rev. 11/05) I I 6pp0��QO4 OF A(,4, G) 49 TH.:77.7- \ ytr�Va S .Ae/ /Z/°-61- - AS—BLILT SLR9EY • 2C• 0/1A SHANE A.HOLT ; -O Mo CORNERS SET IMS DATE a4' LS-6914 • 5� 0� I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY 4aA�OFeBs3Dral OF THE FOLLOWING DESCRIBED PROPERTY 4�DOOpOop� LOT 2, BLOCK 2, HOMESTEAD HILLS SUB. ( PLAT 71-191) ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY EXIST OTHER THAN NOTED. CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AND/OR EA SEMENTS.AND IS DATED AT ANCHORAGE,ALASKA THIS DAY OF NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES.IMPROVEMENTS.OR FENCELINES _3R0 EASEMENTS OF RECORD.OTHER THAN THOSE APPEARING ON THE RECORD PLAT.ARE NOT SHOWN _JULY , 2017. HEREON(UNLE55 INDICATED) NOTE FENCELINES THAT MAY APPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS HOLT LAND SURVEVIN, ANY PASING SHOWN HEREON MAY BE APPROXIMA TE DUE TO EXCESSIVE SNOW AND/OR ICE 9309 GROVER DRIVE ANCHORAGE AK 99501 345 5513 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) Applicant Name Z/W/~ ..,~'~-~,/'~Z¢~ Telephone: Home Business (c) Applicant is (check one): Lending Institution []; Owner/builder~; Buyer []; Other [] (explain); (d) Lending Institution Telephone Address (e) Real Estate Company and Agent Address Telephone ~ (f) Mail the HAA to the following address: TYPE OF RESIDENCE Single-Family~ Multi-Family.il Number of Bedrooms Other WATER SUPPLY Individual Well [] Community'~ Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. SEWAGE DISPOSAL Onsite~ Public [] Community [] Holding Tank I-I' Note: If community well systSm, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Telephone -'%"'~/'50 }ZO D.EP APP.OVAL. -- Approved for ~ bedrooms by/~ w~/~ Disapproved Approved Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy, certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. WELL DATA Well Classification MUNICIPALITY OF ANCHORAGE (MOA) HEALTJ-.I AUTHORITY APPROVAL (HAA) MUHICIPAUTY OF ANCHrJ~A~ DEPT. OF HEALTI'~-'~'IECKLIST ' FEBRUARY 1984 ENVIRONMENTAL PROTECTION 264-4720 RECEIVED Legal Description: ~_~"~/,J"{.4/~ T'/ IfA, B, C, D.E.C. ApprovedCN) Well Log Present (Y/N) '~"///¢ Date Co.mpleted ~/1'~ Yield Total Depth ~//~ Cased toz ,4.,¢~' Depth of Grouting Static Water Level /"y/C- Pump Set At Casing Height Above Ground ,4'¢/~' Sanitary Seal on Casing (Y/N) ~'~¢' Depression Around Wellhead (Y/N) Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot / To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line CleanoutlManhole Water Sample Collected by Water Sample Test Results ~ On Adjoining Lots / ,¢~'D ¢ ; On Adjoining Lots To Nearest Public Sewer To Nearest Sewer Service Line on Lot ; Date COmments B. SEPTIC/HOLDING TANK DATA Date Installed ~-/'~/,~ Size ?~TJ ~//¢'Z. No. of Compartments To Property Line To Water Main/Service Line Course Standpipes~N)~. Air-tight Cap~N) Depression over Tank (Y/~ Pumping/Maintenance Contract on File (Y/N) / Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well '~'/~' Foundation Cleanout(~,N) /Date Last Pumped A,//,/¢ ;for ,/ Temporary Holding Tank Permit (Y/N) ~///¢ -- To Building Foundation To Disposal Field To Stream, Pond, Lake, or Major Drainage Comments Page 1 of 2 A.SO..T ON F E,D DATA Soils Rating in Absorption Strata Date Installed Width of Field Type of System Design Length of Field Depth of Field 7 Square Feet of Absorption Area Depression over Field (¥~'~'~ Results of Last Adequacy~Test Separation Distance from Absorption Field: To Water-Supply Well To Building Foundation Lot ~/,'~' To Water Main/Service Line Gravel Bed Thickness ~,~/~'A/OCd'A/ - ,4/O¢' ¢.-./' Standpipes PresentgN) Date of Last Adequacy Test /,~' -/~ '" ~,'~/ To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area ~ 7 To Property Line To Existing or Abandoned System on ; On Adjoining Lots · ;~'~'*"'~ ¢' TO Cutbank (if present) / ¢- Comments ! LIFT STATION / sDi~teeilnn~ I~/~/~ Man~r~e~:~lcOensSs (Y/N) "Pump On" Level at ~ "Pump Off" Level at High Water Alarm Level at ~.~Vent (Y/N) . Tested for ____ _ Pu~es during Adequacy Test. Meets MOA Electrical Codes (Y/N~ ~ Comments~ ** Check Permitted Bedroom Rating Against HAA Request ** I certify t hat I ,~thec/l~d, v~,riflCj or conformed to all M(~A and HAA guidelines in effect on the date of this inspection. Signed ~ ~' ~'/~'"'""~ Date ¢%/~'¢ Company '/¢'~'~-~-~ MOA No. ~'~"'~ ~'~¢ · .. Receipt No. ',~ -'~ -'~ <~ ~ ~- Date of Payment Amount: $ Page 2 of 2 72-026 (11/84) DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREET, SUITE 303 ANCHORAGE, ALASKA g9501 BILL SHEFFIELD, GOVERNOR Telephone: (907} Address: 274-2533 DATE: April 2, 1986 PWS I.D.# 211669 To Whom it May Concern: According to records~ on file in this office the SUBDIVISION Water Regulations HOMESTEAD HILLS Water System is in compliance with the State Drinking Sincerely, Michael P. Lewis Environmental Engineer ALASKA ENVIRONMENTAL CONTROL SERVIC'~, INC. 1200 West 33rd Avenu~ Suite B ANCHORAGE, ALASKA 99503 Phone 561-5040 SHEET NO OF CALCULATED BY If~' ~d'/~"~4J[ DATE /'~ CHECKED BY DATE- SCALE './ ALASKA PJiuIr oFImErlTAL COFITI OL St i dlCI S, IFIC. I~nqineerin§ G ~nuironmental Studies LYNN SEYMO~ 4330 TRAPLINE DRIVE ANCHORAGE ALASKA 99516 50829 SELLER-LYNN SEYMO~ LEGAL:HOMESTEAD HILLS BLOCK 2 LOT 2 12/20/85 LYNN SEYM~ ~f~. 4330 TRAPLINE DRIVE ANCHORAGE ALASKA 99516 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION RECEIVED ADEQUACY TEST FOR SEWER SYSTEM ADEQUACY TEST DATE-12/19/85 THE TYPE OF ABSORPTION SYSTEM IS A CRIB WITH AN AREA OF 420 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 682 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 3 BEDROOM HOME. SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1000 IS ADEQUATE FOR THIS 3 BEDROOM HOUSE. THE SEPTIC TANK/PACKAGE PLANT WAS PUMPED ON 10/19/85 . DATE RECEIVED "' ' INSPECTION APPOINTMENTS 'TIME ~'~ TIME TIME DATE DATE DATE WJUINIClFALI~ OF ANCHO~GE MUNICIPALITY OF ANCHORAGE DEPT. OF It~ALTH & DEPARTMENT OF HEALTH · ENVIHONMENTAL P~OT~MENTAL 82D L S~reet - Anchorage, Alaska 99501 (~) ENVIRONMENTAL SANITATION DIVISION JUL9 1980 Telephone 264-4720 R/C[IV[D REGUEST FO~ APPROVAL OF INDIVIDUAL WATE~ AND SEWE~ FAOILITIES DIREOTIONS: Complete ~11 p~rts on p~ge ]. Incomplete requests will not ~e processed. Please nllo~ ten H0) d~vs for prooessing. MAI LING ADDRESS .1 PBOPfiBTY BfiSIDfi~T {If diffarent from above} MAILING ADDRESS ' . / : ~. .... ' LENDING. INSTITUTION ~ PHONE MAILING ADDRESS 4 REAL~OR/AGENT , __ . /,~ ~ I PHONE I 5. LEGA~L DESCRIPTION . / x ~ ,..:.4:,/-;.,:?', //.:.>..,,::.>z'?: :.z... , . .__.. . 6. TYPE OF REal'PENCE NUMBER OF~BE'DROOMS I ~ SINGLE FAMILY : TOwn~ : FF,:er E~] [] MULTIPLE FAMILY ,j~ Throo [] Six Other 7. WATER SUPPLY [] INDIVIDUAL* ~ COMMUNITY [] PUBLIC UTILITY * ATTACH WELL LOG. A well Icg is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach Icg if available,) 8. SEWAGE DISPOSAL SYSTEM ~ INDIVIDUAL/ON-SITE~ [] PUBLIC UTILITY ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6~79) n THIS SIDE FOR OFFICIAL USE ONLY I. TYPE OF RESIDENCE NUMBER OF BEDROOMS ~'~ SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL '~ COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL sYSTEM PERMIT NUMBER ~ INDIVIDUAL/ON -SITE DATE INSTALLED []PUBliC UTILITY Connection Verified iNSTALLER '~]Septic Tank or [~Holding Tank Size: ~ If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES Septic/Holding Tank Absorption Area Sewer Line ] Nearest Lot Line WELL TO: (' I Absorption Area to nearest Lot Line 5. COMMENTS PROVED FOR ~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate} [] mSAPPROVED RE2 REID ENVIRONMENTAL ENGINEERING 5RA BOX 1584R ANCHORAGE, ALASKA 99507 (907) 344-! 205 MUNICIPALITY OF ANCHORAGE DEPT. OF J',~'A[.i~i & ENVIRONMENi'AL F,~O fEC liON JUL $1_ 1980 RECEIVED SELL, ER ANDR'.E:~ MCHANZS E; U E:D :~: V Z E; Z[] N ~..H E)?'iE:E. T E: (,d:) HZL, L.S BL,.CC .b...2 THE: TYPE: D:::' ~4~SC~RF'TZON E;YS'TE~ :~S ~:~ :::'ZT/TRE'.NC,,~ N:~'Tk~ AN UNKNE)NN ARE:~ B(~EHE:) UF:'~::)N THE: 'TE:ST i:)~'~"~ 'THE: SYEYTE:N :]::~ ACCE:PT~fi~E..E: FOR THE: SE:P' i'( N~E~ PUHF'E:D [)N H~:~Y 25 :i. 979 4928 RECEIPT Date~ Received From ~'~~ ~~~ - ~ ~ ~h.,ro Dollar,,$~-~ ~ccou~, ~ow~,,~ AMT. OF ACCOUNT CASH Ancho ' e 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264-4111 GEORGE M. SULLIVAN, MAYOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION July 25, 1980 Andrew R./Janice Mc Manis Star Route A Box 1735S Anchorage, Alaska 99507 Subject: Lot 2 Block 2 Homestead Hills Subdivision Approval for your individual sewer and water facilities cannot be granted until the following items have been completed: (1) The septic tank pumped with a receipt submitted to this department. An adequacy test be performed on the existing leaching area. This test will determine if the system is adequate according to National Standards. A listing of private firms performing the test is enclosed. This report needs to be submitted to this department for our review. If there are any further questions, please call this department at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw cc: Coast Mortgage Corporation 4797 Business Park Boulevard 99503 Bette Trump % Century 21 - Heritage Homes 207 ~:ast Northern Lights Boulevard 99503 GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3500 Tudor Road, Anchorage, Alaska 99507 279-8686 Date Received e Type of Facility to be Inspected:__ Number of Bedrooms: .~. ~ o% Well Data:L , f~ Aa Type ~g~F~'r~''~- I C. Constvucti% Sewage Disoosal Sy~: A. Installed ~ D. Distances: A. Septic Tank: 1. S . Manufacturer Well To: Septic Tank Absorption Area , Sewer Lines , Nearest Lot Line , Other Contamination · Foundation to Septic Tank 'j~bsorption Area · Absorption Area to Nearest Lot Line~ B.. Depth I~ · ' ' Time of Insoectlon InS 'pectt on O{ ~, ~ ~-. ~ ~ ~' I~IVIDUAL SE%~ER a WATER FACILITIES '-'Request for Approval of ~,~dividual Sewer & Water Faoilittes Pac~ Two 9.. Comments.' f~L~ ~ ~ ~ ~ Approval Valid for One Year From Date Signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM., I certify that the information contained in this request for approval to be a true and accura?,e renresent~tion of the subject sewer and water facilities located at: Signed Date f~--"~'°~ February 20, 1973 ~ ~I~ ~ U.S. DEPARTU6NT OF HOUS)NG AND URBAN DEVELOPMENT ~udget Bureau No, 63.R0296 ~. July 1958 F~DERAL HOUSING ADMINISTRATION . HEALTH AUTHORITY APPROVAL . INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM INSURING o.mcm ~chorage, Alaska First National Bank of ~chora~e ~4illiam D. Joy ra~lin~ Drive off 0 Aalley Road TOTAL NUMBE~: BASEMENT ~ New installation [ .ddlflon~l b~mom~? LIVING UNITS ~ 8EOROOMS BATHS (If Yes, how manyf) SEWAGE DIS~SAL ~ ~blic system ~ C~mmunity system ~ Individual PART II.~TO ~E COMPLETED BY HEALT~ D~A~T~ENT HEALTH DEPARTME~ INSPE~OR'S SKETCH ~is ~ is not ~tisfactory as a domestic water supply for the subiect propem'. tern with proper ~aintenance: ~Can ~ exp~ted to function satisfactorily, and ~ Onno( be expected to function satisfactorily is not likely to create an insanitau condition )ATE j S,GNATU"~ Jp.¢e~ provided. TO THJ C~JJ~ UN~W~ITJRi ln~ivMunl w~t~r-supply s?stcm ~ commuted ~ Acccpt~bl~ ~ Not Acc~p~bl~ ~w~c dis~s~l ~ consi&r~d ~ ACceptable ~ Not Acc~pmbJ~. DATE ] SIGNATURE CHIEF D~PUTY FOR CHIEF ~RCH;7~CT REPORT OF INSPECTION--INDIVIDUAL SEWAGE-DISPOSAL SYSTEM PRIMARY TREATMENT consists of [] Septic tank [] Cesspool Septic Tank: Distance from well.__feet. Total liquid capaoty Inside length ......... lc. et Distatxce from: Well, Inside diameter, {ex.t. Mater~al Ins.de width __ gallons Capacity inlet .~mpartmem ........ gallons. feet. Liquid depth .... feet teet; f.undation, feet; nearest lot hne at [] front. [] side. [] rear, Depth .... feet Liquid capacity, gallons l.m:ng material gCONDARY TRIATMlf, I? consists ~ff [] 'File disposal Ileld [] Seepage p~ts. Other Tile Dl~po~ol Fill/: Distance from: Well feet; foundation, feet; heart, st lot line at [] front, [] side, [] rear, T~ta] length of tile lines, __feet Number of lines .......... Distance between lines, Trench width _inches. Total effective absorption area m bottom of trenches, Length of each line, feet. Depth, top of tile to finish gra~e, Type of filter material: [] Gravel. [] Broken stone. Other. Depth of filter material beneath tile. inches. Depth of filter material over tile. , Seopag~ Pits: Number of pits ..... Outside diameter, feet. Depth, Distance from: Well feet; building foundation,_ Inspection made by: [] State __ feet. feet. square feet, , inches. inches. feet. Lining material feet; nearest lot line at [] front, [] side, [] rear, [] County. [] Local Health Authority. Inspected by 19 (TITLE) REPORT OF INSPECTION--INDIVIDUAL WATER-SUPPLY SYSTEM Distar'~te to nearest pubhc water mare, feet. Size of main, roches. Individual wells [] aft. [] are not tustomary in ne~ghbgfhood. (;ive most recent record t)f failure of wells in immediate vlomry to furnish adequate supply of water Properties in neighhorbt~d [] are [] are not being developed with both individual water-supply anti sewage-disposal systems. Lot size' feet wide, feet deep. Dwelling set back from front property line, feet. Individual water supply l?om: [] Drdled well. [] [)riven well. [] Dug well. [] Bored well. I)istaflco of wall from: Buildin.g foundation cast iron sewer feet; tile sewer seepage p~t, .feet; cesspool. Diameter, inches. Total depth, Approximate depth to pumping level of water in well, Sealed watertight to depth of feet. feet; nearest lot line at [] front, [] side, [] rear, feet, feet; septic tank, feet; disposal field, feet; feet; other sources o( possible pollution, }'eeL. feet Type of casing, Depth of casing feet. __ feet. Approximate yield .gallons per minute. Exterior space around casing sealed with: [] Cement grout. [] Puddled day. [] Ordinary backfill, Well cover: [] Concrete. [] Wood. [] Metal. Openings in well cover watertight: [] Yes. [] No. Pump: [] Shallow well. [] Deep well. Len~h of drop pipe, feet. ~m'~p capacity gallons per minute. Lz)cated in: [] Basement. [] Pumproom off' basement. [] Pumphouse abe.ye ground. [] Pump pit. Pumproom properly drained: [] Yes. [] No. Pump mounting watertight. [] Yes, [] No. Type of storage: [] Pressure. [] Gravity. Capacity, .gallons. Has bacteriological examination of water been made? [] Yes. [] No. If answer is "yes," give date 19 Quality of water [] is [] is not satisfactory for human consumption. Installation [] does [] does not comply with approved exhibits, if any. Inspection made by: [] State, [] County. [] Lcxal Health Authority. Inspected by Date of inspection , 19 (TITLE) GPO $89-088